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Home My WebLink About14-1781 1933 Fillmore St plans -4. fir . }1`� f EEMIC � INC- ` NIATEIZ 1,1IA\I)I. SPECIAL PRODUCTS CONVEYORS STOIL4 GE R.9 CKS 0THER SER 17C'ES SHEL I YNG SPECIALS PROD L-C'TS TANK SUPPORTS TALL SUPPORTS SELECTIVE SEIShIIC ANALS'SIS METAL SHUTTLES MACHINERY HEADERSTEEL DRIVE-IN PERMITAC'QUISITION AIETALRVOOD VL11 RACK BLDGS SORT PLATFOR1,i PUSH BACK EGRESS PLANS MOVABLE CAROUSELS SHEDS PICK MODULES FLOW RACK STATE aPPROVA S GONDOLAS VRC' MEZZANINES ROOF VERIFICATION CANTILEVER PRODUCT TESTING LOCKERS MODULAR OFFICES FOOTINGS CATWALKS FENCES LICENSED IN ALL 50 STATES 1 SEISMIC:ANALYSIS OF bm r LIGHT DUTY STORAGE FIXTURES =n { �§ "n FOR Bed Bath & Beyond #1410 a5 1933 Fillmore Street Twin Falls, ID 83301 I: JOB#:15-1007 - Era-�^A a a •r i s� ti� . � ' , ,�'! t N3"�t d w�3"I ;"'� '�l+,t� k-,,.gP 5 r .•i 93fi,'a 1 .�I,EI;^� -. �. C, ,. ,r.�. * IaPI�91 D BY Tic/2F Q. p .AiE E. zd �� h > Sol C. FA1 161 ATLANTIC STREET POMONA CA 91768 TEL:909-869-0989 FAX:909-M9-0981 SEIzrVIIC INC PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 2 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 TABLE OF CONTENTS DESCRIPTION PAGE TITLE PAGE 1 TABLE OF CONTENTS 2 MEG STORAGE RACK (TYPE H) 3 TO 15 WIRE WELD LIGHT DUTY FIXTURE (TYPE A) 16 TO 26 MEG LIGHT DUTY FIXTURE (TYPE C, E, F, G) 27 TO 43 GONDOLA (TYPE L) 44 TO 56 SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 3 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STRFFT,POMONA,CA 91768 DATE 6/18/2015 Storage Racks - Stockroom Project Scope: The purpose of this analysis is to show that the following light duty storage fixtures complies with the specifications set forth in Section 2209 of the 2012 IBC and Section 15.5 of ASCE 7-10. The storage racks are prefabricated and are to be field installed only without any field welding. Project Parameters: The fixtures will be analyzed as a braced steel storage rack system. The system will be analyzed for seismic loading utilizing the following equation: V= CsxWs Cs= SDSxl/R SoS= 2/3 x Fa x Ss 1= 1 R= 4 Seismic Factors: Fa = 1.60 Ss= 0.26 Project Specifications: Steel- Shaped steel&rods,ASTM A570 Grade 55, Fy=55,000 psi All others,ASTM A36,Grade 36,Fy=36,000 psi Bolts- ASTM A307 unless otherwise noted Anchors- 1/2"0 x 2"min.embedment ITW Red Head(ICC ESR-3699) Slab- 4 IN x 2500 PSI Soil- 1,000 PSF Configurations: Type H 144"H x 96"W x 48"D(7 levels) N r77S7E71 ZMIC�, INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 4 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Summary of Type "H" TYPE H i 18 t6` /�,✓ 1 4' ES k2" 51/6" FRONT VIEW SIDE VIEW SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 5 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Loads & Distribution:Tape H A Fa= 1.6 <__=ASSUMED SITE CLASS D Ss= 0.26 SDS= 2/3*Fa*Ss = 0.28 I= 1 <__=IN STOCK ROOM AREA, NOT OPEN TO THE PUBLIC R= 4 Cs= SDs* I/R = 0.070 Depth= 48.0 IN #of Shelf#1= 1 Product Load/Level,wPL= 900 LB #of Shelves#2= 6 Product Load/Level,wPL= 450 LB Dead Load/Level,wDL= 50 LB Total wPL= 3,600 LB Total wDL= 350 LB Ws= E(0.67*wPL+wDL) = 2,762 LB Full Loaded: Vtotal= Cs*Ws = 0.07 x 2762 LB = 193 LB Level wx hx wx hx Fi Movt 1 950 LB 5.125 IN 4,869 IN-LB 3.1 LB 16 IN-LB 2 500 LB 59.06 IN 29,531 IN-LB 18.5 LB 1,093 IN-LB 3 500 LB 75.25 IN 37,625 IN-LB 23.6 LB 1,775 IN-LB 4 500 LB 91.441N 45,7191N-LB 28.7 LB 2,6201N-LB 5 500 LB 109.6 IN 54,813 IN-LB 34.4 LB 3,766 IN-LB 6 500 LB 127.8 IN 63,906 IN-LB 40.1 LB 5,120 IN-LB 7 500 LB 144.0 IN 72,0001N-LB 45.1 LB 6,499 IN-LB 3,950 LB TOTAL= 308 463 IN-LB 193 LB 20,888 IN-LB Top Loaded only: Vtop= Cs*Ws,top = 0.07 x 800 LB = 56 LB Level wx hx wx hx Fi Imovt 1 50 LB 5.125 IN 256 IN-LB 0.2 LB 1 IN-LB 2 50 LB 59.06 IN 2,953 IN-LB 1.7 LB 102 IN-LB 3 50 LB 75.25 IN 3,763 IN-LB 2.2 LB 166 IN-LB 4 50 LB 91.44 IN 4,572 IN-LB 2.7 LB 245 IN-LB 5 50 LB 109.6 IN 5,481 IN-LB 3.2 LB 353 IN-LB 6 50 LB 127.8 IN 6,391 IN-LB 3.8 LB 479 IN-LB 7 500 LB 144.000 IN 72,000 IN-LB 42.3 LB 6,085 IN-LB 800 LB TOTAL= 95,416 IN-LB 56 LB 7,432 IN-LB SEIZMIC a INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 6 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Longitudinal &Transverse Analysis: Longitudinal Column Forces: Mbase= 0 IN-LB <_=Based Assumed to be pinned Level Pcol-static Pcol-seismic Pcol-total Mcol Mconn-seismic Mconn-total 1 1,975 LB 0 LB 1,975 LB 495 IN-LB 1,531 IN-LB 1,909 IN-LB 2 1,500 LB 0 LB 1,500 LB 2,566 IN-LB 1,631 IN-LB 4,146 IN-LB 3 1,250 LB 0 LB 1,250 LB 695 IN-LB 647 IN-LB 1,026 IN-LB 4 1,000 LB 0 LB 1,000 LB 600 IN-LB 572 IN-LB 950 IN-LB 5 750 LB 0 LB 750 LB 544 IN-LB 465 IN-LB 844 IN-LB 6 500 LB 0 LB 500 LB 387 IN-LB 285 IN-LB 663 IN-LB 7 250 LB 0 LB 250 LB 183 IN-LB 91 IN-LB 470 IN-LB Transverse Loads: Level Pcol-static Pcol-seismic Pcol-total Mcol Mconn-seismic Mconn-total 1 1,975 LB 435 LB 2,410 LB 0 IN-LB 0 IN-LB 0 IN-LB 2 1,500 LB 435 LB 1,935 LB 0 IN-LB 0 IN-LB 0 IN-LB 3 1,250 LB 412 LB 1,662 LB 0 IN-LB 0 IN-LB 0 IN-LB 4 1,000 LB 375 LB 1,375 LB 0 IN-LB 0 IN-LB 0 IN-LB 5 750 LB 321 LB 1,071 LB 0 IN-LB 0 IN-LB 0 IN-LB 6 500 LB 242 LB 742 LB 0 IN-LB 0 IN-LB 0 IN-LB 7 250 LB 135 LB 385 LB O IN-LB 0 IN-LB 0 IN-LB SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 7 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Longitudinal Column Analysis:Single C3 x 15/8 x 13ga. Analyzed per AISI and RMI ASD.Section properties are based on net effective sections. P= (1+0.14Sos)DL+0.75*(1+0.14Sos)PL A „j = 1,585 LB -I M= 0.75*0.7*Mcol = 1,347 IN-LB KxLx/rx= 1.7*54 IN/1.1991 IN c = 76.6 <===(KI/r)max KyLy/ry= 1*441N/0.6681 IN 65.9 L _i ra= (rx"2+ry^2+xo^2)^0.5 = 2.036 IN R= 1-(xo/ro)A2 (EQ.C4.2-3) = 0.455 Fe IS TAKEN AS THE SMALLER OF Fel AND Fe2: Fel= nA2E/(KL/r)max"2 (EQ C4.1-1) = 49.7 KSI aex= n^2E/(KxLx/rx)^2 (EQC3.1.2-7) = 49.7 KSI ot= 1/Aro^2[GJ+(n^2ECw)/(KtLt)^2) (EQ C3.1.2-9) = 60.35 KSI Fe2= 1/(29)*{(aex+at)-[(crex+6t)^2-(4*B*hex*6t)]^0.5) (EQ C4.1-1) SECTION PROPERTIES = 31.3 KSI A= 3.000 IN Fe= 31.3 KSI B= 1.625 IN Fy/2= 27.5 KSI C= 0.750 IN SINCE, Fe >Fy/2 t= 0.090 IN THEN, Fn= Fy(1-Fy/4Fe) (EQ. C4-3) Aeff= 0.501 IN^2 = 30.8 KSI Ix= 0.720 IN^4 Pn= Aeff*Fn (EQ C4-2) Sx= 0.480 INA3 = 15,437 LB rx= 1.199 IN Oc= 1.92 ly= 0.224 IN^4 Sy= 0.254 INA3 Pa= Pn/Oc (EQ C4-1) ry= 0.668 IN = 8,040 LB J= 0.002 INA4 Cw= 0.699 INA6 P/Pa= 0.20 > 0.15 xo= 1.504 IN THUS, CHECK: P/Pa+(Cmx*Mx)/(Max*µx)<_1.0 (EQ C5-1) Kx= 1.7 P/Pao+Mx/Max<1.0 (EQ C5-2) Lx= 54.00 IN Pno= Ae*Fy Ky= 1.00 = 27,536 LB Ly= 44.00 IN Pao= Pno/Oc Kt= 1.00 = 14,342 LB Lt= 44.00 IN Me= Cb*ro*Aeff*(6ey*ot)^0.5 Fy= 55 KSI = 65 IN-K G= 11,300 My= Sx*Fy E= 29,500 KSI = 26,3931N-1-13 Mc= My[1-My/(4Me)] = 23,709IN-LB Crnx= 0.85 Max=Maio= Mc/Of Cb= 1.0 = 14,1971N-LB Of= 1.67 µx= (1/[1-(Oc*P/Pcr)])^-1 = 0.88 (1585 LB/8040 LB)+(0.85*1347 IN-LB)/(14197 IN-LB*0.88)= 0.29 <1.0,OK (EQ C5-1) (1585 LB/14342 LB)+(1347 IN-1-13/141971N-1-13)= 0.21 < 1.0,OK (EQ C5-2) Cll INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 8 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Transverse Column Analysis: Single C3 x 15/8 x 13ga. Analyzed per AISI and RMI ASD.Section properties are based on net effective sections. P= (1+0.14SDs)DL+0.75*(1+0.14SDs)PL+0.75*0.7*EL �A = 1,813 LB KxLx/rx= 1.7*54 IN/1.1991 IN = 76.6 KyLy/ry= 1*441N/0.6681IN 65.9 (KL/r)max= 76.6 r� 'I ro= (rxA2+ry^2+XOA2)A0.5 = 2.036 IN 9= 1-(xo/ro)A2 (EQ.C4.2-3) = 0.455 Fe IS TAKEN AS THE SMALLER OF Fe1 AND Fe2: SECTION PROPERTIES Fe1= 7[A2E/(KL/r)maxA2 (EQC4.1-1) A= 3.000 IN = 49.7 KSI B= 1.625 IN C= 0.750 IN aex= riA2E/(KxLx/rx)A2 (EQC3.1.2-7) t= 0.090 IN = 49.7 KSI Aeff= 0.501 INA2 at= 1/ArOA2[GJ+(rcA2ECw)/(KtLt)A2] (EQ C3.1.2-9) ix= 0.720 INA4 = 60.35 KSI Sx= 0.480 INA3 Fe2= 1/(29)*{(aex+(Tt)-[(aex+at)A2-(4*9*hex*(Tt)]A0.5} (EQ C4.1-1) rx= 1.199 IN = 31.3 KSI ly= 0.224 INA4 Sy= 0.254 INA3 Fe= 31.3 KSI ry= 0.668 IN Fy/2= 27.5 KSI J= 0.0018 INA4 SINCE, Fe >Fy/2 Cw= 0.699 INA6 THEN, Fn= Fy(1-Fy/4Fe) (EQ. C4-3) xo= 1.504 IN = 30.8 KSI Kx= 1.7 Lx= 54.00 IN Pn= Aeff*Fn (EQ C4-2) Ky= 1.00 = 15,437 LB Ly= 44.00 IN Kt= 1.00 Qc= 1.92 Lt= 44.00 IN Fy= 55 KSI Pa= Pn/Qc (EQ C4-1) G= 11,300 = 8,040 LB E= 29,500 KSI Pcol/Pa= 0.23 < 1.0, 0K SE:1ZMIC INC• PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 9 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Beam Analysis Beam to column connections provide adequate moment capacity to stabalize the system,although it does not provide full fixity. Thus,the beams shall be analyzed assuming partial end fixity. In justifying the beam to column moment connection,the partial end fixity moment will be added to the Longitudinal frame moment for the analysis of the connection. %END FIXITY= 10% Effective Moment for Partially Fixed Beam For simply supported beams,the max imum moment at the center is given by wLA2/8. An assumption of partial fixity will decrease the maximum moment by the following method. 0= 0.1 Mcenter= Mcenter(simple ends)-O*Mcenter(fixed ends) = wLA2/8-(0.1*wLA2/12) Mcenter(simple) wLA2/8 - wLA2/120 Mends 0.117*wLA2 (fixed) Mcenter Reduction (fixed) COEFF 9= 0.117/0.125 = 0.936 THUS, _ v Mcenter= 9*(wLA2/8) - --- zmax -- Mends= O*Mmax(fixed ends) L = (wLA2/12)*0.1 TYPICAL BEAM FRONT VIEW _ = 0.0083*wLA2 I_ L TYPICAL BEAM FRONT VIEW Efective Deflection for Partially Fixed Beam For simply supported beam conditions,the maximum deflection at the center is given by 5wLA4/384EI. An assumption of partial fixity will decrease this maximum deflection by the following method: Dmax= [5w(L)A4 (384;E*Ix)] SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 10 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Beam Analysis cunt. Live Load= 900 LB Beam Dead Load= 50 LB End fixity= 10% J- Mcenter= 0.117 *wL^2 IT = 5,335 IN-LB Mends= 0.0083*wL^2 = 3781N-LB Lmax= [1950+1200(M1/M2)]b/Fy M1/M2= 0.070940171 <===SINCE Mcenter>Mends Lmax= (1950+85.1)*2.5/55 = 92.5 IN < L Thus, Fb= 0.6* Fy = 33,000 PSI Maximum Static Load per Level depends on: b 1 Moment Capacity If, fb= M/Sx Then,0.6*Fy= (9*wL^2/8)/Sx Thus, Beam Properties Max Wt./Level= [9.6*Fy*Sx/(g* L)]*a Ix= 1.880 IN^4 = (9.6*55 KSI *0.893►N^3)/(0.936*96 IN)*0.875 Sx= 0.893 IN^3 = 4,664 LB/LVL <__=GOVERNS Fy= 55,000 PSI OR, Length=L= 96.0 IN 2)Allowable Deflection a= 4.000 IN b= 2.500 IN if, Dallow= L/180 c= 1.750 IN = 0.533 IN d= 0.750 IN And, D= [5w(L)^4/(384*E*Ix)]*R e= 1.500 IN Then, t= 0.075 IN Max Wt./Level= 2*[(384*E*Ix*Hallow)/(5*L^3 * R)] = 5,393 LB/LVL a=Impact Coefficient= 0.875 R= 0.936 Thus,Maximum Allowable Live Load/Level= 4,614 LB/LVL LEVEL Mstatic Mimpact Mallow(static) Mseismic Mseismic(allow) Result 1 5,3351N-LB 6,0971N-LB 29,4691N-LB 1,9091N-LB 39,2921N-LB Good 2 5,3351N-LB 6,0971N-LB 29,4691N-1-13 411461N-LB 39,2921N-LB Good 3 5,3351N-LB 6,0971N-LB 29,4691N-LB 110261N-LB 39,2921N-LB Good 4 5,3351N-LB 6,0971N-LB 29,4691N-LB 9501N-LB 39,2921N-LB Good 5 5,3351N-LB 6,0971N-LB 29,4691N-LB 8441N-LB 39,2921N-LB Good 6 5,3351N-LB 6,0971N-LB 29,4691N-LB 6631N-LB 39,2921N-LB Good 7 5,3351N-LB 6,0971N-LB 29,4691N-LB 4701N-LB 39,2921N-LB Good SEIZrAIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 11 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Beam to Column Connection Analysis Mconn= 0.75*0.7*Mconn.seismic+Mend = 1,381 IN-LB if.,pre_ Connection capacity depends on the following parameters: 1)Shear capacity of the studs I.- Stud Diameter= 7/16IN Fy= 55,000 PSI Pmax-shear= 0.4* Fy*Area = 0.4*55000 PSI*(0.4375 IN)A2*Tc/4 = 3,307.3 LB 2)Bearing capacity on column —� �ln Fu= 65,000 PSI Pmax-brg= Bearing Area * Fbearing = (tmin*thickness)* (1.2* Fu) = (0.4375 IN *0.09 IN)* (1.2*65000 PSI) = 3,071.3 LB <3307.3 LB 3)Moment capacity of bracket u Mcap= Sbracket* Fbending = 0.11 INA3 *0.66* Fy = 3,9931N-LB C= Mcap/0.75=1.67*P1 THUS, P1= 0.798 *Mcap = 3,186 IN-LB <3307.3 LB THUS,GOVERNING VALUE IS THE MIN VALUE OF P1, P1-eff= 3,071 LB Mconn-allow= P1*4.5 IN+P2*2.5 IN+P3*0.5 IN - .fa = 5.94* P1-eff = 18,243 IN-LB > Mconn max, OK C= P1+P2+P3 = P1+P1*(2.5/4.5)+P1*(0.5/4.5) = 1.67*P1 Sbracket= 0.1101NA3 SEIZrVIIC� INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 12 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Transverse Brace Analysis It is assumed that the transverse braces resist the seismic shear in tension and compression,with compression being critical in the design. L) Diaconal Member V� — 0.75*0.7*Vtran= 102 LB Ldiag= [(D-3")^2+(H-6")-2]-'- Pmax = 58.9 IN Pmax= V*(Ldiag/D) = 124.5 LB (kl/r)max= (k* Ldiag)/r min = 1 x 58.9 IN/0.422 IN } = 139.6 IN Fe= n`E/(kl/r)` = 14,693 PSI LOWER BRACE PANEL ELEVATION SINCE Fe<Fy/2, H= 44.0 IN Fn= Fe D= 48.0IN = 14,693 PSI Horizontal Member Pn= AREA*Fn 1 1/4"0 x 16ga. = 0.2121N^2 * 14693 PSI = 3,115 LB t= 0.060 IN Qc= 1.92 AREA= 0.212 INA2 r min= 0.422 IN Pallow= Pn/Qc Fy= 55,000 PSI = 3115 LB/1.92 = 1,622 LB Diaconal Member fa/Fa= 0.08 <1.0 OK 1 1/4" 0 x 16ga. Horizontal Member t= 0.060 IN Similarly for horizontal members. AREA= 0.212 IN^2 r min= 0.422 IN Pmax= 101.5 LB Fy= 55,000 PSI fa/Fa= 0.03 <1.0 OK SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO, 13 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Overturning Analysis Fullv Loaded: Movt= 20,888 IN-LB MDL= 350 LB x 48 IN/2 = 8,4001N-LB d= 48.00 IN MPLapp= 0.67*3600 LB X 48 IN/2 = 57,888 IN-LB Allowable Tension= 440 LB Allowable Shear= 480 LB Vcol= 0.7*Vtotal #of Anchors/Plate= 1 = 135 LB Puplift= [0.75 x 0.7 x Movt-(0.6-0.11SDS)x MDL-0.75 x(0.6-0.145DS)X MPLapp]/d = [0.75*0.7*20888-(0.6-0.11*0.28)*8400-0.75*(0.6-0.14*0.28)*57888] IN-LB/48 IN = -378 LB <__=NO UPLIFT Interaction Equation [0 LB/440 LB]+[67.5 LB/480 LB] = 0.14 < 1.2 Therefore OK Top shelf loaded only: Movt= 7,432 IN-LB MDL= 8,4001N-LB d= 48.0 IN MPLapp= 450 LB x 48 IN/2 = 10,800 IN-LB Allowable Tension= 440 LB Allowable Shear= 480 LB Vcol= 0.7*Vtop #of Anchors per Plate= 1 = 39 LB Puplift= [0.75 x 0.7 x MQvt-(0.6-0.11SDS)x MDL-0.75 x(0.6-0.14SDS)x MPLapp]/d = [0.75*0.7*7432-(0.6-0.11*0.28)*8400-0.75*(0.6-0.14*0.28)*108001 IN-LB/48 IN = -113 LB <__=NO UPLIFT INTERACTION EQN. [0 LB/440 LB]+[19.5 LB/480 LB] = 0.04 < 1.2 Therefore OK SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 14 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 LRFD Load Combination - For Slab and Soil Analysis Load combination per RMI 2.2 Resultant Load combination 1 1.4DL+1.2131- 1.4DL+1.2PL 2 1.2DL+1.6PL+1.61-L+0.5(Lr or SL or RL) 1.2DL+1.6PL 3 1.2DL+0.85PL+(0.51-L or 0.8WL)+1.6(Lr or SL or RL) 1.2DL+0.851PL 4 1.2DL+0.85PL+0.51-1-+ 1.6WL+0.5(Lr or SI or RL) 1.2DL+0.85PL 5 (1.2+0.2SDS)DL+(0.85+0.2SDS)PL+0.51-1+EL+0.2SL (1.2+0.2Sos)DL+(0.85+0.2SDS)PL+EL 6 (0.9-0.2Sos)DL+(0.9-0.2SDS)PLapp-EL (0.9-0.2SoS)DL+(0.9-0.2SDs)PLapp- EL DL-total/col= 175 LB PL-total/col= 1,800 LB E = 435 LB Load combination 1 Pmax= 1.4DL+1.2PL = 1.4 x 175 LB+1.2 x 1800 LB = 2,405 LB Load combination 2 Pmax= 1.2DL+ 1.6PL = 1.2 x 175 LB+ 1.6 x 1800 LB = 3,090 LB Load combination 3&4 Pmax= 1.2DL+0.85PL = 1.2 x 175 LB+0.85 x 1800 LB = 1,740 LB Load combination 5 Pmax= (1.2+0.2SDS)DL+(0.85+0.2Sos)PL+EL = (1.2+0.2*0.28)x 175 LB+(0.85+0.2*0.28)x 1800 LB+1.0 x 435 LB = 2,286 LB Load combination 6 Pmax= (0.9-0.2Sos)DL+(0.9-0.2Sos)PLapp-EL = (0.9-0.2*0.28)x 175 LB+(0.9-0.2*0.28)x 1206 LB-435 LB = -41LB SEIZMiC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 15 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Slab&Soil Analysis The slab will be checked for puncture and bearing stress. If no puncture occurs,the slab is assumed to distribute the load over a larger area of the slab. Pmax= 3,090 LB a) Puncture: Fpunct= 2.66 x(F'CAO.5) = 2.66 x(2500 PSI)A0.5 = 133 PSI Apunct= [(Weff.+t/2)+(Dell.+t/2)]x 2 x t = [(3.25 IN+4 IN/2)+(3.5 IN+4 IN/2)]x 2 x 4 IN = 86 INA2 fv/Fv= P/[(Apunct)(Fpunct)] = 3090 LB/[86 INA2 x 133 PSI x 0.55] 0.49 <1.0 OK b Bearing: 013n= 0.85x0xf'cxAl = 13,295 LB Pu/013n= 3090 LB/13295 LB 0.23 < 1.0 OK c)Slab Tension Base Plate: Asoil= P/[1.0 x fs] Weff.= 3.25 IN = 3090 LB/[1.0 x 1000 PSF/(1441NA2/FTA2)] Deff.= 3.50 IN = 445 INA2 A1= 11.4 INA2 L= AsoiIA0.5 = (444.961NA2)A0.5 Concrete: = 21.1 IN B= [(Weff.)(Deff.)]A0.5+t Thickness= 4.00 IN = [3.25 IN x 3.5 IN]A0.5+4 f'c= 2,500 PSI = 7.4 IN b= (L-B)/2 = (21.09 IN-7.43 IN)/2 = 6.8 IN Mconc= (w)(V2)/2=[(1.0)(fs)(bA2)]/[144(IN A2/FTA2)x 2] Soil: = [1.0 x 1000 PSI x(6.83 IN)A2]/[144(INA2/FTA2)x 2] = 1621N-1-13 fs= 1,000 PSF Sconc= 1 IN x(tA2)/6 = 1 1N x(4 IN)-2/6 = 2.671NA3 0= 0.55 Fconc= 5 x 0 x f'c^0.5 = 5 x 0.55 x(2500 PSI)A0.5 = 137.5 PSI a fb/Fb= Mconc/[(Sconc)(Fconc)] = 162.02 IN-LB/[(2.67 INA3)(137.5 PSI)] 0.44 <1,0 OK SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 16 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Wire Weld Light Duty Storage Fixtures - Sales Floor Project Scope: The purpose of this analysis is to show that the following light duty storage fixtures complies with the specifications set forth in the 201218C. The light duty storage fixtures are prefabricated and are to be field installed only without any field welding. Project Parameters: The Wire Weld fixtures consists of several bays,interconnected in one or both directions with columns of the vertical frames being common between any adjacent bays.Stability longitudinally is depedent on the x-braces,while the wire weld panels act transversely.The analysis will focus on a tributary bay to be analyzed in both the longitudinal &transverse direction. The Wire Weld fixtures are fully braced,and will be analyzed as a braced steel storage rack system. The system will be analyzed for seismic loading utilizing the following equation: V= CsxWs Cs= SDsxI/R SDS= (2/3)x Fa x Ss I= 1.5 R= 4 Seismic Factors: Fa= 1.60 Ss= 0.26 Proiect Specifications: r Steel- Shaped steel&Rods,ASTM A500 Grade 50, Fy=50,000 psi All others,ASTM A36,Grade 36,Fy=36,000 psi Bolts- ASTM A307 unless otherwisw noted Anchors- 3/8"0 x 2-1/2" min.embedment ITW Red Head(ICC ESR-3699) Slab- 4 IN x 2500 PSI Soil- 1,000 PSF Configurations: Type A,A3 147"H x(48"/36")W x 25-1/2"D Summery&Detail calculations Type A2 147"H x 48"W x 19-1/2"D Summery from analysis Type Al,A6 147"H x(48"/36")W x 13-1/2"D Summery from analysis SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 17 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 General Configuration 1) ANCHOR 2) FOOT PLATE 3) POST 4) LONGITUDINAL X-BRACES 5) SHELVES 6) TRANSVERSE X-BRACES 5 ti�Pax 'GTE, K s 4 ► r �O Q� S_PIZMlC lNC. PROJECT Bed Bath&Beyond##1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 18 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Summary& Elevation: TYPE: A,A3 Storage Capacity- 64 LBjLVL Bracing req'd @ ever other bay Y W a d J 1 3 t = t tom' �� f} � ♦ t�' 30 - . ............... f i 3® 3 FRONT ORM SIDE kIBV Pos° Bracing Stress= 0.36 Stress(L)= 0.30 Stress(T)= 0.01 Ok Ok Overturnine Slab&Soil Stress-full= 0.03 Stress= 0.14 Stress-top= 0.01 Stress= 0.04 Ok .01_ ar.1111 5EIZMIC INC' � PROJECT Bed Bath&Beyond#1410 w FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 19 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/201.5 Summary& Elevation: TYPE: p, Storage Capacity- 48 LB/LVL Bracing req'd @ every other bay d-- w -- 19 1/2" I 1 f 1'r 3U" 4 � tr 3 i i 14 7" � 1 7" --- ' Enow VIEW ME VIEW Post Stress= 0.29 Stress(L)= 0.22 Stress(T)= 0.01 Ok Ok Ov=rturninR -- = Slab Stress-full= 0.03 Stress= 0.11 Stress-top= 0.01 Stress= 0.02 O I< SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 20 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Summary, & Elevation: TYPE: Al, A6 Storage Capacity- 32 LB/LVL Bracing req'd @ every other bay W 131/2" I i i i i 3 Y, t . 12 7• 3 Y, ` _ . 3" 3' FRONT VIEW SIDE"Ew Post Bracing Stress= 0.22 Stress(L)= 0.15 Stress(T)= 0.00 Ok Ok Overturninp, Slab Stress-full= 0.05 Stress= 0.09 Stress-top= 0.02 Stress= 0.01 Ok SEiZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO, 21 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Loads & Distribition - 25-1/2" Deep Fa = 1.60 <===ASSUMED SITE CLASS D Ss= 0.26 Sos= 2/3* Fa *Ss = 0.277 r_==SEISMIC DESIGN CATEGORY E 1= 1.5 <__=IN AREA OPEN TO THE PUBLIC R= 4 Cs= Scs* I/R = 0.104 Depth= 25.5 IN Occurrence of Brace= 2 wPL, Product Load/Level= 64.0 LB wDL, Dead Load/Level= 5.0 LB #of Shelf Levels= 13 Ws= Z(0.67*wPL+wDQ = 622 LB Vtotal= Cs*Ws Vtop= Cs*Ws,top = 0.104 x 622 LB = 0.104 x 129 LB = 65 LB = 13 LB Fully loaded: Level wx hx wx hx Fi Movt 1 69 LB 3.000 IN 207 IN-LB 0.2 LB 1 IN-LB 2 69 LB 15.00 IN 1,035 IN-LB 1.2 LB 17 IN-LB 3 69 LB 27.00 IN 1,863 IN-LB 2.1 LB 56 IN-LB 4 69 LB 39.00 IN 2,691 IN-LB 3.0 LB 117 IN-LB 5 69 LB 51.00 IN 3,519 IN-LB 3.9 LB 201 IN-LB 6 69 LB 63.00 IN 4,347 IN-LB 4.9 LB 306 IN-LB 7 69 LB 75.00 IN 5,175 IN-LB 5.8 LB 434 IN-LB 8 69 LB 87.00 IN 6,003 IN-LB 6.7 LB 5841N-LB 9 69 LB 99.00 IN 6,831 IN-LB 7.6 LB 756 IN-LB 10 69 LB 111.0 IN 7,659 IN-LB 8.6 LB 950 IN-LB 11 69 LB 123.0 IN 8,487 IN-LB 9.5 LB 1,167 IN-LB 12 69 LB 135.0 IN 9,315 IN-LB 10.4 LB 1,406 IN-LB 13 1 5 LB 147.0 IN 735 IN-LB 0.8 LB 121 IN-LB 833 LB Total= 57,867 IN-LB 65 LB 6,116 IN-LB Top shelf loaded only: Level wx hx wx hx Fi Movt 1 5 LB 3.000IN 15 IN-LB 0.01 LB 0 IN-LB 2 5 LB 15.00 IN 75 IN-LB 0.07 LB 1 IN-LB 3 5 LB 27.00IN 135 IN-LB 0.13 LB 4 IN-LB 4 5 LB 39.00IN 195 IN-LB 0.19 LB 8 IN-LB 5 5 LB 51.00 IN 255 IN-LB 0.25 LB 13 IN-LB 6 5 LB 63.00 IN 315 IN-LB 0.31 LB 20 IN-LB 7 5 LB 75.00IN 375 IN-LB 0.37 LB 28 IN-LB 8 5 LB 87.00IN 435 IN-LB 0.43 LB 38 IN-LB 9 5 LB 99.00 IN 495 IN-LB 0.49 LB 49 IN-LB 10 5 LB 111.0IN 555 IN-LB 0.55 LB 611N-LB 11 5 LB 123.0IN 615 IN-LB 0.61 LB 75 IN-LB 12 69 LB 135.0 IN 9,315 IN-LB 9.25 LB 1,248 IN-LB 13 5 LB 147.0IN 735 IN-LB 0.73 LB 107 IN-LB 129 LB Total= 1 13,515 IN-LB 13 LB 1,651 IN-LB SE:IZIVIIC� INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 22 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/201S Column Analysis P= (1+0.11Sos)DL+0.75*(1+0.14SDS)PL+0.75*0.7E = (1+0.11*0.277)*(5*13)/2+0.75*(1+0.14*0.277)*(64*12)/2+0.75*0.7*(6116/25.5) = 459 LB KxLx/rx= 1*12 IN/0.398 IN = 30.2 KyLy/ry= 1*12 IN/0.095 IN 16 GA. = 126.3 (KL/r)max= 126.3 1C\ ro= (rxA2+ryA2+xoA2)A0.5 = 0.448 IN R= 1-(xo/ro)A2 = 0.833 Fe IS TAKEN AS THE SMALLER OF Fe1 AND Fe2: SECTION PROPERTIES Fe1= r[A2E/(KL/r)maxA2 = 18.2 KSI aex= nA2E/(KxLx/rx)A2 t= 0.0601N = 320.3 KSI Aeff= 0.136 INA2 at= 1/AroA2[GJ+(nA2ECw)/(KtLt)A21 Ix= 0.022 INA4 = 112.66 KSI Sx= 0.033 INA3 Fe2= 1/(29)*{(oex+at)-[(oex+ot)A2-(4*9*uex*at)]A0.51 rx= 0.398 IN 104.3 KSI ly= 0.001 INA4 Sy= 0.005 INA3 Fe= 18.2 KSI ry= 0.0951N Fy/2= 25.0 KSI J= 0.000 INA4 SINCE, Fe <Fy/2 Cw= 0.001 INA6 THEN, Fn= Fe xo= -0.183 IN = 18.2 KSI Kx= 1.0 Lx= 12.00 IN Pn= Aeff*Fn Ky= 1.00 = 2,476 LB Ly= 12.00 IN Kt= 1.0 Qc= 1.92 Lt= 12.00 IN Fy= 50 1<SI Pa= Pn/Dc G= 11,300 = 1,289 LB E= 29,500 KSI Pcol/Pa= 0.36 < 1.0, Ok Frame deflection P= 6S LB Dmax= (PbA2/6E1)(31--b) L= 144.00 IN = 65*96A2*(3*144-96)/(6*29500000*35) b=2/3L= 96.00 IN = 0.03 in E= 29,500 KSI 1= 35.000INA4 SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 23 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Brace Analysis Bracing capacity is governed by tension capacity of cross bracing. Pbrace= Vtotal x Brace Occurrence = 129 LB Longitudinal Bracing: Cross Brace Member Veff= 0.75*0.7*13brace = 68 LB Turn Buckle 0= 0.150 IN Area(turn buckle)= 0.018 IN^2 Vdiag= Veff x(Ldiag/Lhoriz) Lhoriz=D= 48.00 IN = 68 LB x 111 IN/48 IN Lvert=h= 100.0 IN = 157 LB <==Seismic Load in Tension Ldiag= 110.9 IN Fy= 50,000 PSI Tension Capacity of the Turn Buckle Tallow= 0.6 x Fy x Area = 0.6 x 50000 PSI x 0.018 IN112 = 530 LB Vdiag/Tallow= 0.30 < 1.0, Ok Transverse Bracing: Veff= 0.75*0.7*Pbrace = 36 LB Cross Brace Member Vdiag= Veff x(Ldiag/Lhoriz) = 36 LB x 38 IN/24 IN Rod(b= 0.500 IN = 57 LB <==Seismic Load in Tension Area(rod)= 0.196 IN^2 Lhoriz=D= 24.00 IN Tension Capacity of the Rod Lvert=h= 30.00 IN Ldiag= 38.42 IN Tallow= 0.6 x Fy x Area Fy= 50,000 PSI = 0.6 x 50000 PSI x 0.19631N^2 = 5,890 LB > Vdiag OK IN TENSION Vdiag/Tallow= 0.01 < 1.0, 0k SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 24 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Overturning/Anchorage Analysis Fully loaded: Movt= 6,116 IN-LB MDR= 5 LB x 13 Levels x 25.5 IN/2 = 829 IN-LB d= 25.5 IN MPLapp= 0.67*64 LB x 13 Levels x 25.5 IN i 2 = 7,107 IN-LB Allowable Tension= 630 LB Allowable Shear= 750 LB Vcol= 0.7*Vtotal/2 #of Anchors/Plate= 1 = 23 LB [ t Puplift= [0.75 x 0.7 X Movt (0.6-0.11SDS)x MDR-0.75 x(0.6-0.14SDS)X MPLapp]/d = [0.75*0.7*6116-(0.6-0.11*0.277)*829-0.75*(0.6-0.14*0.277)*7107]IN-LB/25.5 IN = -10 LB <__=NO UPLIFT interaction Equation [0 LB/630 LB]+[23 LB/750 LB] = 0.03 < 1.2 Therefore OK Top shelf loaded only: Movt= 1,651 IN-LB MDR= 5 LB x 13 Levels x 25.5 IN/2 = 829 IN-LB d= 25.5 IN MPUapP= 64 LB x 25.5 IN/2 = 816 IN-LB Allowable Tension= 630 LB Allowable Shear= 750 LB Vcol= 0.7*Vtop/2 #of Anchors/Plate= 1 = 5LB Puplift= [0.75 x 0.7 x Movt-(0.6-0.11SD5)x MDR-0.75 x(0.6-0.14SD5)X MPLapp]/d = [0.75*0.7*1651-(0.6-0.11*0.277)*829-0.75*(0.6-0.14*0.277)*816] IN-LB/25.5 IN = 2 LB <__=UPLIFT INTERACTION EQN. [2 LB/630 LB]+[5 LB/750 LB] = 0.01 < 1.2 Therefore OK Anchors- 3/8"0 x 2-1/2"min.embedment ITW Red Head (ICC ESR-3699) SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 25 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 LRFD Load Combination - For Slab and Soil Analysis Load combination per RMI 2.2 Resultant Load combination 1 1.4DL+1.2PL 1.4DL+1.2PL 2 1.2DL+1.6PL+1.6LL+0.5(Lr or SL or RL) 1.2DL+1.6PL 3 1.2DL+0.85PL+(0.5LL or 0.8WL)+1.6(Lr or SL or RL) 1.2DL+0.85PL 4 1.2DL+0.85PL+0.5LL+1.6WL+0.5(Lr or SI or RL) 1.21DL+0.85PL 5 (1.2+0.2SDs)DL+(0.85+0.2SD5)PL+0.5LL+EL+0.2SL (1.2+0.2SD5)DL+(0.85+0.25D5)PL+EL 6 (0.9-0.2SDS)DL+(0.9-0.2SDS)PLapp-EL (0.9-0.2SDS)DL+(0.9-0.2SD5)PLapp- EL DL-total/col= 33 LB PL-total/col= 416 LB EL= 240 LB Load combination 1 Pmax= 1.4DL+1.2PL = 1.4 x 33 LB+1.2 x 416 LB = 545 LB Load combination 2 Pmax= 1.2DL+1.6PL = 1.2 x 33 LB+1.6 x 416 LB = 705 LB Load combination 3&4 Pmax= 1.2DL+0.85PL = 1.2 x 33 LB+0.85 x 416 LB = 393 LB Load combination 5 Pmax= (1.2+0.2SDS)DL+(0.85+0.2SDs)PL+EL _ (1.2+0.2*0.277)x 33 LB+(0.85+0.2*0.277)x 416 LB+240 LB = 657 LB Load combination 6 Pmax= (0.9-0.25DS)DL+(0.9-0.2SDS)PLapp-EL _ (0.9-0.2*0.277)x 33 LB+(0.9-0.2*0.277)x 279 LB-240 LB = 23 LB SEIZMIC ING PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 26 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Slab & Soii Check The slab will be checked for puncture and bearing. If puncture does not occur, it will be assumed that the load is being distributed over a larger area of the soil. Pmax= 705 LB a) Puncture: Fpunct= 2.66 x(F'C^0.5) = 2.66 x(2500 P51)^0.5 s = 133 PSI Apunct= [(Weff.+t/2)+(Deff.+t/2)]x 2 x t L _ [(3.51N+41N/2)+(1.25IN+41N/2)]x2x4IN = 70 IN^2 fv/Fv= P/[(Apunct)(Fpunct)] = 705 LB/[70 IN^2 x 133 PSI x 0.55] Base Plate = 0.14 <1.0 Ok Weff.= 3.50 IN b)Bearing: Deff.= 1.25 IN 013n= 0.85 x 0 x f'c x Al Al= 4.38 INA2 = 5,113 LB Slab on Grade Pu/013n= 705 LB/5113 LB t= 4.00 IN = 0.14 <1.0 Ok f'c= 2,500 PSI 0= 0.55 c)Slab Tension: Soil Asoil= P/[1.0 x fs] Fs= 1,000 PSF = 705 LB/[1.0 x 1000 PSF/(1441N^2/FTA2)] = 101 IN^2 L= Aso il^0.5 _ (101.46IN^2)^0.5 = 10.1 IN B= [(Weff.)(Deff.)]^0.5+t _ [3.5 IN x 1.25 IN]^0.5+4 = 6.1 IN b= (L-B)/2 _ (10.07 IN-6.09 IN)/2 = 2.0 IN Mconc= (w)(b^2)/2=[(1.0)(fs)(bA2)]/[144(IN^2/FT^2)x 2] _ [1.0 x 1000 PSF x(1.99 IN)A2]/[144(IN^2/FT^2)x 21 = 14 IN-LB Sconc= 1 IN x(t^2)/6 = 1 IN x(4 IN)-2/6 = 2.67 IN^3 Fconc= 5 x 0 x f'C^0.5 = 5 x 0.55 x(2500 PSi)^0.5 = 137.5 PSI fb/Fb= Mconc/[(Sconc)(Fconc)] = 13.76 IN-LB/[(2.67 IN^3)(137.5 PSI)] = 0.04 <1.00k SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 27 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET, POMONA,CA 91768 DATE 6/18/2015 Stockroom Light Duty Storage Racks Project Scope: The purpose of this analysis is to show that the following light duty storage fixtures complies with the specifications set forth in the 2012 IBC. The light duty storage fixtures are prefabricated and are to be field installed only without any field welding. Proiect Parameters: The fixtures will be analyzed as a braced steel storage rack system. The system will be analyzed for seismic loading utilizing the following equation: V= CsxWs Cs= Spsxl/R Sos= 2/3 x Fa x Ss 1= 1 P,= 4 Seismic Factors: Fa= 1.60 Ss= 0.26 R. Project Specifications: Steel- Fy=36,000 psi Bolts- A307 UNLESS OTHERWISE NOTED Anchors- 3/8"0 x 2-1/2"min.embedment ITW Red Head(ICC ESR-3699) Slab- 4 IN x 2500 PSI Soil- 1,000 PSF Configurations: Type Ca 144"H x 96-1/2"W x 24-1/2"D(6 levels) Type Cb 144"H x 96-1/2"W x 24-1/2"D(7 levels) Type Ea 144"H x 48-1/2"W x 24-1/2"D(6 levels) Type Eb 144"H x 48-1/2"W x 24-1/2"D(11 levels) Type F 144"H x 48-1/2"W x 18-1/2"D(13 levels) Type G 144"H x 48-1/2"W x 12-1/2"D(13 levels) --dowaft- S E I z m I 740� PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 28 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/2015 Summary& Elevations:Type Ca Elevation: 144"H x 96-1/2"W x 24-1/2"D(6 levels) Storage Capacity- 175 LB/LVL TYPE Ca .................... r24 1/211--f 2211211 22 1/2" 22 1/91, 22 1/2" 221 fI 11411 144" 2 28 1/2" 2 1/2" FRONT VIEW SIDE VIEW 2 1/2" Post She Tf—Support DRB --IF— Base Plate Stress(T)= 0.32 Stress= 0.15 Stress= 0.49 Stress(L)= 0.34 Oki Okj Overturning 11 Double Rivet Connection F_ Slab&Soil Stress-full= 0.03 Stress= 0.13 Stress= 0.14 Stress-top= 0.01 Stress= 0.04 Oki 01(i Ok SEIZMlC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO, 29 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/2015 Summary& Elevations:Type Cb Elevation: 144"H x 96-1/2"W x 24-1/2"D(7 levels) Storage Capacity- 150 LB/LVL TYPE Cb 24 1/2"1 I f! 9 �11 �CAI II �II 1 �11 �fl 1 'I 144' r� S II 25 1/2' 7} } 5111 3 1 3 � 25 112II 1 1 33 EP$E 2 1/2" FRONT VIEW SIDE VIEW 2 1/2° Post Shelf Support DRB Base Plate Stress IT)= 0.35 Stress= 0.13 Stress= 0.54 Stress(L)= 0.39 Olt Olc Overturning Double Rivet Connection 11 Slab&Soil Stress-full= 0.03 Stress= 0.14 Stress= 0.16 Stress-top= 0.01 Stress= 0.06 Ok. Ok Ok SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 30 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/2015 Summary& Elevations: Tvpe Ea Elevation: 144"H x 48-1/2"W x 24-1/2"D(6 levels) Storage Capacity- 175 LB/LVL TYPE Ea } --4 112"— k k 24 I/2'L4 i /2 11 f 3 i 22 1/2" 22 1/2" 22 1/2" 22 1/2" 144" 1 1 14411 i i i 55 1/2" i 28 1/2" 's i i 21/4" FRONT VIEW SIRE VIEW 2 1/4" Post =1 Base Plate g Stress IT)= 0.30 Stress- 0.46 RB Stress(L)= 0.32 OI< Overturning Double Rivet Connection I Slab&Soil Stress-full= 0.02 Stress= 0.12 Stress= 0.14 Stress-top= 0.01 Stress= 0.04 Ok Ok Ok SEiZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 31 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TIC DATE 6/18/2015 Summary& Elevations:Type Eb Elevation: 144"H x 48-1/2"W x 24-1/2"D(11 levels) Storage Capacity- 200 LB/LVL TYPE Eb �-24 1/2" i 1611211 16 1/2" 1 1 E 1,r2" 16 112" 16112" 16 1/2" � 161 16 1/2" 4- 1 44" 1 44tt 1211 1 1211 1 " Y 1 " it 1211 i II t G�� t 1 211 2 1/4" FRONT VIEW SIDE VIEW 2 1/4" Post Base Plate Stress(T)= 0.24 Stress= 0.94 Stress(L)= 0.20 Ok j I Overturning I Double Rivet Connection IF Slab&Soil Stress-full= 0.05 Stress= 0.11 Stress= 0.28 Stress-top= 0.01 Stress= 0.19 Ok Ok Ok SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 32 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/2015 Summary & Elevations: Type F Elevation: 144"H x 48-1/2"W x 24-1/2"D(13 levels) Storage Capacity- 55 LB/LVL TYPE F (55# PEP, LEVEL) 4. 9 1/ell " 3.611 1 " 1 4" 1 4" 1 " 1� 34 1/2" 1 1 34 1/2' 2 1/4" 11 FRONT VIEW SIDE VIEW 2 114 Post Base Plate Stress(T)= 0.13 Stress= 0.38 Stress(L)= 0.08 OEc Overturning Double Rivet Connection Slab&Soil Stress-full= 0.02 Stress= 0.11 Stress= 0.10 Stress-top= 0.01 Stress= 0.01 Ok 01< Ok 18 :� JC.ILI'ViOL 6� INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 33 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/2015 Summary&�Elevations: Type G Elevation: 144"H x 48-1/2"W x 12-1/2"D(13 levels) Storage Capacity- 50 LB/LVL TYPE G 1/2'" [ I .;, 12 1/8" 1 3�„ 12" 1211 =F JU 14 4" 1 _ 144" �� .. 34 1/2" *{G! " 12° 34 1/2" 1211 .4 2 1/4" FRONT VIEW SIDE VIEW 1/411 Post Base Plate t Stress(T)= 0.13 Stress= 0.40 Stress(L)= 0.07 Ok j I Overturning Double Rivet Connection —Slab&Soil Stress-full= 0.04 Stress= 0.10 Stress= 0.11 Stress-top= 0.01 Stress= 0.02 �Jk, C7k Ok SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 34 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/2015 Loads & Distribution:Type Ca Fa = 1.60 <__=ASSUMED SITE CLASS D Ss= 0.26 SDS= 2/3*Fa*Ss = 0.28 I = 1 <__=IN AREA NOT OPEN TO THE PUBLIC R= 4 CS= SDI* I/R = 0.07 Depth= 24.5 IN Product Load/Level, wPL= 175.0 LB Dead Load/Level, wDL= 20.00 LB #of Shelf Levels= 6 Ws= s(0.67*wPL+wDL) = 8"24 LB Vtotal = Cs*Ws Vtop= Cs*Ws,top = 0.07 x 824 LB = 0.07 x 295 LB = 58 LB = 21 LB Transverse: Level wx hx wx hx Fi Movt Eff. Levels 1 195 LB 2.500 IN 488 IN-LB 0.3 LB 1 IN-LB 1 2 0 LB 31.00 IN 0 IN-LB 0.0 LB 0 IN-LB 0 3 195 LB 58.00 IN 11,310 IN-LB 6.7 LB 388 IN-LB 1 4 195 LB 76.00 IN 14,820 IN-LB 8.8 LB 667 IN-LB 1 5 195 LB 98.50 IN 19,208 IN-LB 11.4 LB 1,120 IN-LB 1 6 195 LB 121.0 IN 23,595 IN-LB 14.0 LB 1,691 IN-LB 1 7 1 195 LB 143.5 IN 27,983 IN-LB 16.6 LB 2,378 IN-LB 1 1,170 LB TOTAL= 97,403 IN-LB 58 LB 6,245 IN-LB Longitudinal: Level wx hx wx hx Fi Movt Eff. Levels 1 195 LB 2.500 IN 488 IN-LB 0.3 LB 1 IN-LB 1 2 195 LB 58.00 IN 11,310 IN-LB 6.7 LB 388 IN-LB 1 3 195 LB 76.00IN 14,820 IN-LB 8.8 LB 667 IN-LB 1 4 195 LB 98.50 IN 19,208 IN-LB 11.4 LB 1,120 IN-LB 1 5 195 LB 121.0 IN 23,595 IN-LB 14.0 LB 1,691 IN-LB 1 6 195 LB 143.5 IN 27,983 IN-LB 16.6 LB 2,378 IN-LB 1 1,170 LB TOTAL= 97 403 IN-LB 58 LB 6,245 IN-LB SEIZMIC INC. PROJECT Bed Bath&Beyond 41410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 35 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/2015 Longitudinal &Transverse Analysis: Longitudinal Column Forces: Mbase= 0 IN-LB <_= Based Assumed to be pinned Level Pcol-static Pcol-seismic Pcol-total Mcol Mconn-seismic 1 585 LB 0 LB 585 LB 72 IN-LB 434 IN-LB 2 488 LB 0 LB 488 LB 796 IN-LB 512 IN-LB 3 390 LB 0 LB 390 LB 228 IN-LB 232 IN-LB 4 293 LB 0 LB 293 LB 236 IN-LB 204 IN-LB 5 195 LB 0 LB 195 LB 172 IN-LB 133 IN-LB 6 98 LB 0 LB 98 LB 93 IN-LB 47 IN-LB Transverse Loads: Level Pcol-static Pcol-seismic Pcol-total Mcol Mconn-seismic 1 585 LB 255 LB 840 LB 72 IN-LB 241 IN-LB 2 488 LB 255 LB 742 LB 409 IN-LB 398 IN-LB 3 488 LB 255 LB 742 LB 387 IN-LB 308 IN-LB 4 390 LB 239 LB 629 LB 228 IN-LB 232 IN-LB 5 293 LB 212 LB 504 LB 236 IN-LB 204 IN-LB 6 195 LB 166 LB 361 LB 172 IN-LB 133 IN-LB 7 98 LB 97 LB 195 LB 93 IN-LB 47 IN-LB �tlzmlc INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 36 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/2015 Transverse Post Anaiysis Analyzed per AISI. Section properties are based on net effective sections. P= (1+0.11SD5)DL+0.75*(1+0.14Sos)PL+0.75*0.7*EL = 605 LB M= 0.75*0.7*Mcol = 215 IN-LB KxLx/rx= 1.7*55 IN/0.66 IN = 141.7 <___(KI/r)max KyLy/ry= 1.7*28 IN/0.62 IN = 76.8 ro= (rxA2+ryA2+xoA2)A0.5 = 0.937 IN R= 1-(xo/ro)A2 (EQ.C4.2-3) = 0.934 Fe IS TAKEN AS THE SMALLER OF Fe1 AND Fe2: Fe1= TtA2E/(KL/r)max"2 = 14.5 KSI rsex= TEA 2E/(KxLx/rx)A2 = 14.5 KSI at= 1/AroA2[G1+(TtA2ECw)/(KtLt)A2] = 90.25 KSI Fe2= 1/(29)*{(6ex+at)-[(aex+at)A2-(4*9*hex*at)]A0.51 SECTION PROPERTIES = 14.3 KSI A= 3.375 IN Fe= 14.3 KSI B= 1.813 IN Fy/2= 18.0 KSI SINCE, Fe <Fy/2 t= 0.075 IN THEN, Fn= Fe Aeff= 0.350 INA2 = 14.3 KSI Ix= 0.170 INA4 Pn= Aeff*Fn Sx= 0.150 INA3 = 5,015 LB rx= 0.660 IN Qc= 1.92 ly= 0.180 INA4 Sy= 0.120 INA3 Pa= Pn/Qc ry= 0.620 IN = 2,612 LB 1= 0.001 INA4 P/Pa= 0.23 > 0.15 Cw= 0.050 INA6 THUS,CHECK: P/Pa+(Cmx*Mx)/(Max*µx)5 1.0 xo= 0.24 IN P/Pao+Mx/Max 5 1.0 Kx= 1.7 Pno= Ae*Fy Lx= 55.00 IN = 12,600 LB Ky= 1.70 Pao= Pno/Qc Ly= 28.00 IN = 6,563 LB Kt= 1.0 Me= Cb*ro*Aeff*(sey*St)A0.5 Lt= 28.00 IN = 22 IN-K Fy= 36 KSI My= Sx*Fy G= 11,300 = 5,4001N-LB E= 29,500 KSI Mc= My[1-My/(4Me)] Cmx= 1.0 = 5,0671N-LB Cb= 1.0 Max=Maxo= Mc/Of Qf= 1.67 = 3,0341N-LB µx= {1/[1-(Oc*P/Pcr)])A-1 = 0.79 K I THUS, (605 LB/2612 LB)+(1*215 IN-LB)/(3034 IN-LB*0.79)= 0.32 <1.0, OK (605 LB/6563 LB)+(215 IN-LB/3034 IN-LB)= 0.16 <1.0, OK SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 37 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/201S Longitudinal Post Analysis Analyzed per AISL Section properties are based on net effective sections. P= (1+0.115D5)DL+0.75*(1+0.14SDs)PL = 471LB M= 0.75*0.7*Mcol = 4181N-LB KxLx/rx= 1.7*55 IN/0.66 IN GA. = 141.7 <===(KI/r)max KyLy/ry= 1.7*28IN/0.62 IN = 76.8 ro= (rx^2+ry^2+xo^2)^0.5 = 0.937 IN lJ R= 1-(xo/ro)^2 (EQ.C4.2-3) l�l = 0.934 Fe IS TAKEN AS THE SMALLER OF Fel AND Fe2: Fel= n^2E/(KL/r)max^2 } = 14.5 KSI 1 112" aex= n^2E/(KxLx/rx)^2 = 14.5 K51 at= 1/Aro^2[GJ+(n^2ECw)/(KtLt)1,2] = 90.25 KSI Fe2= 1/(29)*{(crex+(Tt)-[((Tex+at)^2-(4*R*hex*at)]^0.51 SECTION PROPERTIES = 14.3 KSI A= 3.375 IN Fe= 14.3 KSI B= 1.813 IN Fy/2= 18.0 KSI SINCE, Fe <Fy/2 t= 0.075 IN THEN, Fn= Fe Aeff= 0.350 IN^2 = 14.3 KSI Ix= 0.170 IN^4 Pn= Aeff*Fn Sx= 0.150 IN^3 = 5,015 LB rx= 0.660 IN Qc= 1.92 ly= 0.180 IN^4 Sy= 0.120 IN^3 Pa= Pn/f)c ry= 0.620 IN = 2,612 LB J= 0.001 IN^4 P/Pa= 0.18 > 0.15 Cw= 0.0501N^6 THUS, CHECK: P/Pa+(Cmx*Mx)/(Max*µx)<_1.0 xo= 0.24 IN P/Pao+Mx/Max 5 1.0 Kx= 1.7 Pno= Ae*Fy Lx= 55.00 IN = 12,600 LB Ky= 1.70 Pao= Pno/Oc Ly= 28.00 IN = 6,563 LB Kt= 1.0 Me= Cb*ro*Aeff*(sey*st)^0.5 Lt= 28.00 IN = 22 IN-K Fy= 36 KSI My= Sx*Fy G= 11,300 = 5,4001N-LB E= 29,500 KSI Mc= My[1-My/(4Me)] Cmx= 1.0 = 5,0671N-LB Cb= 1.0 Max=Maxo= Mc/Of Qf= 1.67 = 3,0341N-LB µx= (1/[1-(f)c*P/Pcr)])^-1 = 0.84 THUS, (471 LB/2612 LB)+(1*418 IN-LB)/(3034 IN-1-13*0.84)= 0.34 <1.0, OK (471 LB/6563 LB)+(418 IN-LB/3034 IN-LB)= 0.21 <1.0, OK SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 38 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/2015 Double Rivet Beam Connection Since the frame is assumed to resist the seismic loads as a moment resisting frame,the capacity of the rivet beam connection shall be determined and justified. Mconn= 0.75*0.7*11VIconn-seismic = 2091N-LB I I CAPACITY OF STUD IN SHEAR I 1 1/2" Vallow= 0.4 * Fy*AREA = 1,080 LB n U Vallow= 0.22* Fu *AREA = 1,080 LB BEARING CAPACITY OF STUDS 46 brg.allow= stud 0 x tmin x Fu 080 = 1,219 LB Mallow= Vallow* d .197 .090 = 1,620 IN-LB >Mconn OK f .26 i r IL. 300 0= 0.250 IN tmin= 0.075 IN AREA= 0.049 IN^2 Fy= 55,000 PSI Fu-METAL= 65,000 PSI Fu-RIVET= 100,000 PSI 00 SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 39 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/2015 Shelf Analysis - DRB The shelf support shall be analyzed to determine the adequacy of the components to carry the given static and seismic loads. Assume Partially Fixed support end conditions. %End Fixity= 5 0= 0.05 For a simply supported beam,the maximum moment at the center is given by wLA2/8. An assumption of partial fixity will decrease this moment by the following method: Mcenter= Mcenter(simple ends)-0 x Mcenter(fixed ends) = wLA2/8-(0.05 x wLA2/12) = wLA2/8 - wLA2/240 = 0.121 x wLA2 Reduction COEFF 9= 0.121/0.125 = 0.968 T'H US, Mcenter= 9 x(wLA2/8) = 0.968 x(wLA/8) Mends= 0 x Mmax(fixed ends) _ (wLA2/12)x 0.05 = 0.0042 x wLA2 Shelf Load(D+L)= 195 LB Fb= 0.6 x Fy Shelf Support Beam = 0.6 x 36000 PSI Sx= 0.28 INA3 =-21,600 PSI L= 96.0 IN d= 24.0 IN Shelf Support Beam @ Midspan: Fy= 36,000 PSI Mmax= 0.121 x wLA2 Transverse per beam= 0.10 = 195 LB x 0.4 x 96 x 0.968/8 Longitudinal per beam= 0.40 = 9061N-LB fb= M/S = 9061N-1-13/0.28 INA3 = 3,236 PSI fb/Fb-static= 0.15 < 1.0 Shelf Support Ok Shelf Support Beam @ End: Mmax= 0.0042 x wLA2+0.7*0.75*Mseismic = 195 LB x 0.4 x 96 x 0.05/12+0.7*0.75*512 IN-LB , = 3001N-LB fb= M/S = 300IN-LB/0.28 INA3 = 1,072 PSI fb Fb-seismic= 0.05 < 1.0 shelf Support Ok 000 SEIZMIC IN PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 40 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/2015 Overturning Analysis Fully loaded: Movt= 6,245 IN-LB MDR= 20 LB x 6 Levels x 24.5 IN/2 = 1,4701N-LB d= 24.5 IN MPLal,= 0.67*175 LB x 6 Levels x 24.5 IN/2 = 8,618 IN-LB Allowable Tension= 630 LB Allowable Shear= 750 LB Vcol= 0.7*Vtotal #of Anchors/Plate= 1 = 40LB Puplift= [0.75 x 0.7 x Movt-(0.6-0.11SDS)x MDR-0.75 x(0.6-0.14SDS)X MPLapp]/d = [0.75*0.7*6245-(0.6-0.11*0.28)*1470-0.75*(0.6-0.14*0.28)*8618] IN-LB/24.5 IN = -48 LB <__=NO UPLIFT Interaction Equation [0 LB/630 LB]+[20 LB/750 LB] = 0.03 < 1.2 Therefore OK Top shelf loaded only: Vtop= 21 LB Level hx wx wx hx R Movt. 1 2.50 IN 20 LB 50 IN-LB 0 LB 0 IN-LB 2 31.00 IN 0 LB 0 IN-LB 0 LB 0 IN-LB 3 58.00 IN 20 LB 1,160 IN-LB 1 LB 40 IN-LB 4 76.00 IN 20 LB 1,5201N-1-13 1 LB 68 IN-LB 5 98.50 IN 20 LB 1,970 IN-LB 1 LB 114 IN-LB 6 121.00 IN 20 LB 2,420 IN-LB 1 LB 172 IN-LB 7 143.50 IN 195 LB 27,983 IN-LB 16 LB 2,362 IN-LB Total 35,103 IN-LB 21 LB 2,756 IN-LB Movt= 2,756 IN-LB MDR= 1,4701N-1-13 d= 24.5 IN MI,Lapp= 175 LB X 24.5 IN/2 = 2,144 IN-LB Allowable Tension= 630 LB Allowable Shear= 750 LB Vcol= 0.7*Vtop #of Anchors per Plate= 1 = 14 LB Puplift= [0.75 x 0.7 x Movt-(0.6-0.115DS)X MDL-0.75 x(0.6-0.14SDS)x MPLapp]/d = [0.75*0.7*2756-(0.6-0.11*0.28)*1470-0.75*(0.6-0.14*0.28)*2144] IN-LB/24.5 IN = -12 LB <__=NO UPLIFT INTERACTION EQN. [0 LB/630 LB]+[7 LB/750 LB] = 0.01 < 1.2 Therefore OK Svl llC INC. PROJECT Bed Bath&Beyond!#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 41 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Base Plate Analysis Transverse Check: P= Pcol-static+Pcol-seismic Base Steel Properties: = 605 LB Beff.= 2.00 IN fa= P/A Deff.= 5.10 IN = Pcol/[(Deff.)(Beff.)] b= 3.30 IN = 59 PSI b1= 0.65 IN t= 0.075 IN Mlbase/in= (W/in)(L^2)/2 Fy= 36,000 PSI = (fa)(b1^2)/2 = 13 IN-LB Sbase/in= (1)(t"2)/6 = 0.001 INA3 Fbase= (0.75)(Fy) = 27,000 PSI -- fb/Fb= Mbase/in/((Sbase/in)(Fbase)) 0.49 < 1.0, Ok b1 1 b if`b1 0 if a I I I I S:E ZMIC tNC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 42 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/2015 LRFD Load Combination - For Slab and Soil Analysis Load combination per RMI 2.2 Resultant Load combination 1 1.4DL+1.2PL 1.4DL+ 1.2PL 2 1.2DL+1.6PL+1.61-1-+0.5(Lr or SL or RL) 1.2DL+1.6PL 3 1.2DL+0.85PL+(0.51-1-or 0.8WL)+1.6(Lr or SL or RL) 1.2DL+0.85PL 4 1.2DL+0.85PL+0.5LL+1.6W L+0.5(Lr or SI or RL) 1.2DL+0.85131- 5 (1.2+0.2SDS)DL+(0.85+0.2SDS)PL+0.51-1-+EL+0.2SL (1.2+0.2SDS)DL+(0.85+0.2SDS)PL+EL 6 (0.9-0.2SDS)DL+(0.9-0.2SDS)PLapp-EL (0.9-0.2SD5)DL+(0.9-0.2SDS)PLapp-EL DL-total/col= 60 LB LL-total/col= 525 LB E= 255 LB Load combination 1 Pmax= 1.4DL+1.2PL = 1.4 x 60 LB+1.2 x 525 LB = 714 LB Load combination 2 Pmax= 1.2DL+1.6PL = 1.2 x 60 LB+1.6 x 525 LB = 912 LB Load combination 3&4 Pmax= 1.2DL+0.85PL = 1.2 x 60 LB+0.85 x 525 LB = 518 LB Load combination 5 Pmax= (1.2+0.2SDS)DL+(0.85+0.2SDs)PL+EL = (1.2+0.2*0.28)x 60 LB+(0.85+0.2*0.28)x 525 LB+ 1.0 x 255 LB = 806 LB Load combination 6 Pmax= (0.9-0.2SD5)DL+(0.9-0.2SDS)PLapp-EL = (0.9-0.2*0.28)x 60 LB+(0.9-0.2*0.28)x 352 LB-255 LB = -60 LB SEfZM1C INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 43 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC DATE 6/18/2015 Slab&Soil Check The slab will be checked for puncture and bearing stress. If no puncture occurs,the slab is assumed to distribute the load over a larger area of the slab. Pmax= 912 LB a) Puncture: Fpunct= 2.66 x(F'CA0.5) n B = 2.66 x(2500 PSI)A0.5 = 133 PSI L Apunct= [(Weff.+t/2)+(Deff.+t/2)]x 2 x t = [(51N+41N/2)+(21N+41N/2)]x2x4IN = 88 INA2 fv/Fv= P/[(Apunct)(Fpunct)] = 912 LB/[88 INA2 x 133 PSI x 0.55] = 0.14 <1.0 OK b)Bearing: 013n= 0.65x0xPcxAl = 11,688 LB Pu/013n= 912 LB/11688 LB = 0.08 <1.0 0 K c Slab Tension: Base Plate: Adeck= P/[1.0 x fsoil] Weff.= 5.00 IN = 912 LB/[1.0 x 1000 PSF/(1441NA2/FTA2)] Deff.= 2.00 IN = 131 INA2 L= AdeckA0.5 Al= 10.00 INA2 = (131.33INA2)A0.5 = 11.5 IN B= [(Weff.)(Deff.)]A0.5+t = [5 IN x 2 IN]A0.5+4 Concrete: = 7.2 IN t= 4.00 IN b= (L-B)/2 Pc= 2,500 PSI = (11.46 IN-7.161N)/2 = 2.1 IN Mconc= (w)(bA2)/2=[(1.0)(fsoil)(bA2)]/[144(IN A2/FTA2)x 21 = [1.0 x 1000 PSI x(2.15 IN)A2]/[144(IN A2/FTA2)x 2] Soil = 16 IN-LB Sconc= 1 IN x(tA2)/6 fsoil= 1,000 PSF = 1 IN x(4 IN)A2/6 = 2.67 INA3 Fconc= 5 x 0 x f'CA0.5 0= 0.55 = 5 x 0.55 x(2500 PSI)A0.5 = 137.5 PSI fb/Fb= Mconc/[(Sconc)(Fconc)] = 16.03 IN-LB/[(2.67 INA3)(137.5 PSI)] = 0.04 <1.0 0 K SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 FOR Woodbury Corporation MATERIAL HANDLING ENGINEERING SHEET NO. 44 TEL:(909)869-0989/FAX:(909)869-0981 CALCULATED BY TC 161 ATLANTIC STREET,POMONA,CA 91768 DATE 6/18/2015 Gondola Analysis Proiect Scope: Provide seismic analysis of the light duty storage fixtures in conformance with the specifications set forth in Section 1613 of the 2012 International Building Code. Parameters: The light duty storage fixtures are pimarily gondolas located on the sales floor.The stability of the shelving depends on the braced frame(peg boards and horizontal braces)along the longitudinal direction. Along the transverse direction the shelving relies on a cantilever frame system for stability.If a system is attached or anchored to the wall,the shelving will transfer all its lateral load to the most rigid component-the wall. The system is prefabricated and is to be field installed only,with no field welding. Storage fixtures will be analyzed utilizing the following formula: Fp=[0.4*ap*Sos*lp/Rp]*Wp*[1+2(z/h)] EXCEPT WHERE: Fp shall not be taken as less than 0.3*Sos*Ip*Wp and Fp is not required to be taken as greater than 1.6*Sos*Ip*Wp Fa= 1.60 Ss= 0.26 Specifications: Main Steel- Base Connection, Fy=80,000 psi Columns and Base, Fy=50,000 psi All others, Fy=36,000 psi Anchor- 3/8"0 x 2-1/2" min.embed. ITW Red Head (ICC ESR-3699) Slab on grade- 4"concrete x 2500 psi Soil- 1,000 psf The system will be analyzed with respect to the most critical configuration and forces resulting from both static and seismic forces. [ SEIZMIC YYYYYYYYYYYYIY INC. PROJECT Bed Bath&Beyond#1410 MATERIAL HANDLING ENGINEERING FOR Woodbury Corporation TEL:(909)869-0989/FAX:(909)869-0981 SHEET NO. 45 161 ATLANTIC STREET,POMONA,CA 91768 CALCULATED BY TC DATE 6/18/2015 Loads & Seismic Distribution: Single Sided (Multiple Shelves) Analysis based on Section 1613 of the 2012 IBC and Section 13.3 of the ASCE 7-10 SITE CLASS= D SDS= 0.28 WHERE Ss=0.26&Fa=1.6 Ip= 1.00 Rp= 2.5 ap= 1 Fp= [0.4*ap*(2/3*Fa*Ss)*Ip/Rpj*Wp= 0.044 Wp EXCEPT WHERE: Fp shall not be taken as less than 0.3*(2/3*Fa*Ss)*Ip*Wp= 0.083 Wp AND not required to be taken as greater than 1.6*(2/3*Fa*Ss)*Ip*Wp= 0.444 Wp Fp(GOVERNS)= 0.083 Wp wPL/base= 300 Ib wPL/shelf= 60 Ib wDL/shelf= 10 lb #of Levels= 11 Wp= f(0.67*wPL+wDL) = 7631b Fp= 63 Ib Level hx wx Fi-trans Fi-long Movt-critical Ground/Base 6.000 in 211 Ib 18 lb 18 lb 105 in-lb 2 18.25 in 50 Ib 4 Ib 4 lb 76 in-lb 3 30.75 in 50 Ib 4 Ib 4 lb 128 in-lb 4 43.25 in 50 Ib 4 Ib 4 lb 181 in-lb 5 55.75 in 50 Ib 4 Ib 4 Ib 233 in-lb 6 68.25 in 50 Ib 4 Ib 4 lb 285 in-lb 7 80.75 in 501b 4 Ib 4 lb 337 in-lb 8 93.25 in 50 Ib 4 Ib 4 Ib 389 in-lb 9 105.8 in 50 Ib 4 Ib 4 Ib 442 in-lb 10 118.3 in 50 Ib 4 Ib 4 Ib 494 in-lb 11 130.8 in 50 Ib 4 Ib 4 lb 546 in-lb 12 144.0 in 50 Ib 4 Ib 4 lb 601 in-lb 763Ib p 3, in-lb SEIZMIC ZZ INC. PROJECT Bed Bath&Beyond#t1410 MATERIAL HANDLING ENGINEERING FOR Woodbury Corporation SHEET NO. 46 TEL:(909)869-0989/FAX:(909)869-0981 161 ATLANTIC STREET,POMONA,CA 91768 CALCULATED BY TC DATE 6/18/2015 Loads & Seismic Distribution: Single Sided (Top & Panel Loading) Analysis based on Section 1613 of the 2012 IBC and Section 13.3 of the ASCE 7-10 SITE CLASS= D Sps= 0.28 WHERE Sms= Fa*Ss AND Ss=0.26& Fa= 1.6 1p= 1.00 Rp= 2.5 ap= 1 Fp=[0.4*ap*(2/3*Fa*Ss)*Ip/Rp)*Wp= 0.044 Wp EXCEPT WHERE: Fp shall not be taken as less than 0.3*(2/3*Fa*Ss)*Ip*Wp= 0.083 Wp AND not required to be taken as greater than 1.6*(2/3*Fa*Ss)*Ip*Wp= 0.444 Wp Fp(GOVERNS)= 0.083 Wp Panel Area= 48 ft"2 wPL/panel= 10.0 psf (free standing) wDL/panel= 2 psf wPL/base= 300lb wPL/shelf= 200 lb wDL/shelf= 10 lb #of Levels= 1 <==Top only Wp= f(0.67*wPL+wDL) = 703 Ib Fp= 58 lb Level hx wx Fi-trans Fi-long Movt-critical Ground/Base 6.000 in 211 Ib 18 lb 18 lb 105 in-lb 2 18.25 in 35 Ib 3 lb 3 lb 53 in-lb 3 30.75 in 35 Ib 3 Ib 3 lb 89 in-lb 4 43.25 in 35 Ib 3 Ib 3 lb 125 in-lb 5 55.75 in 35 Ib 3 Ib 3 lb 161 in-lb 6 68.25 in 35 ib 3 Ib 3 lb 198 in-lb 7 80.75 in 35 Ib 3 Ib 3 lb 234 in-lb 8 93.25 in 35 Ib 3 lb 3 lb 270 in-lb 9 105.8 in 35 Ib 3 Ib 3 lb 306 in-lb 10 118.3 in 35 Ib 3 Ib 3 lb 342 in-lb I 11 130.8 in 35 Ib 3 Ib 3 lb 379 in-lb 12 144.0 in 144 lb 12 lb 12 lb 1,725 in-Ib Y 703 ,b 58 I n 58 1b 3,9 in-n SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 MATERIAL HANDLING ENGINEERING FOR Woodbury Corporation TEL:(909)869-0989/FAX:(909)869-0981 SHEET NO. 47 161 ATLANTIC STREET,POMONA,CA 91768 CALCULATED BY TC DATE 6/18/2015 Loads & Seismic Distribution: Single Sided (Multiple Shelves) wall attached Analysis based on Section 1613 of the 2012 IBC and Section 13.3 of the ASCE 7-10 SITE CLASS= D SpS= 0.28 WHERE Ss=0.26&Fa = 1.6 Ip= 1.00 Rp= 2.5 ap= 1 Fp= [0.4*ap*(2/3*Fa*Ss)*Ip/Rp)*Wp= 0.044 Wp EXCEPT WHERE: Fp shall not be taken as less than 0.3*(2/3*Fa*Ss)*Ip*Wp= 0.083 Wp AND not required to be taken as greater than 1.6*(2/3*Fa*Ss)*Ip*Wp= 0.444 Wp Fp(GOVERNS)= 0.083 Wp wPL/base= 3001b wPL/shelf= 60 Ib wDL/shelf= 10 lb #of Levels= 11 Wp= f(0.67*wPL+wDL) = 763 Ib Fp= 63 lb Level hx wx Fi-trans Fi-tong Movt-critical Ground/Base 6.000 in 211 Ib 18 lb 18 lb 105 in-lb 2 18.25 in 501b 41b 4 lb 76 in-lb 3 30.75 in 501b 41b 4 lb 128 in-lb 4 43.25 in 501b 41b 41b 181 in-lb 5 55.75 in 501b 41b 41b 233 in-lb 6 68.25 in 501b 41b 4 lb 285 in-lb 7 80.75 in 501b 41b 4 lb 337 in-lb 8 93.25 in 501b 41b 41b 389 in-lb 9 105.8 in 501b 41b 41b 442 in-lb 10 118.3 in 501b 41b 41b 494 in-lb 11 130.8 in 501b 41b 4 lb 546 in-lb 12 144.0 in 501b 41b 41b 601 in-lb 7u'5 it, 3,31 in it SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 MATERIAL HANDLING ENGINEERING FOR Woodbury Corporation TEL:(909)869-0989/FAX:(909)869-0981 SHEET NO. 48 161 ATLANTIC STREET,POMONA,CA 91768 CALCULATED BY TC DATE 6/18/2015 Loads&Seismic Distribution: Single Sided (Top & Panel Loading) wall attached { Analysis based on Section 1613 of the 2012 IBC and Section 13.3 of the ASCE 7-10 " SITE CLASS= D Sos= 0.28 WHERE Sms= Fa*Ss AND Ss=0.26&Fa= 1.6 Ip= 1.00 Rp= 2.5 ap= 1 Fp=[0.4*ap*(2/3*Fa*Ss)*Ip/Rp]*Wp*[1+2(z/h)]= 0,044 Wp EXCEPT WHERE: Fp shall not be taken as less than 0.3*(2/3*Fa*Ss)*Ip*Wp= 0.083 Wp AND not required to be taken as greater than 1.6*(2/3*Fa*Ss)*Ip*Wp= 0.444 Wp Fp(GOVERNS) = 0.083 Wp Panel Area= 48 ft^2 wPL/panel= 10.0 psf wDL/panel= 2 psf wPL/base= 3001b wPL/shelf= 2001b wDL/shelf= 10 lb #of Levels= 1 <==Top only Wp= E(0.67*wPL+wDL) = 703 Ib Fp= 58 lb Level hx wx Fi-trans Fi-long Movt-critical Ground/Base 6.000 in 211 Ib 18 lb 18 Ib 105 in-lb 2 18.25 in 35 Ib 3 Ib 3 Ib 53 in-lb 3 30.75 in 35 Ib 3 Ib 3 lb 89 in-lb 4 43.25 in 35 Ib 3 Ib 3 lb 125 in-lb 5 55.75 in 35 Ib 3 Ib 3 lb 161 in-lb 6 68.25 in 35 Ib 3 Ib 3 lb 198 in-lb 7 80.75 in 35 Ib 3 Ib 3 lb 234 in-lb 8 93.25 in 35 Ib 3 Ib 3 lb 270 in-lb 9 105.8 in 35 Ib 3 Ib 3 lb 306 in-lb 10 118.3 in 35 Ib 3 Ib 3 lb 342 in-lb 11 130.8 in 35 Ib 3 Ib 3 lb 379 in-lb 12 144.0 in 144 Ib 12 lb 12 lb 1,725 in-lb 103 b 8 lb 581b 3,98 in-lb SEEZMIC INC. PROJECT Bed Bath&Beyond#1410 MATERIAL HANDLING ENGINEERING FOR Woodbury Corporation TEL:(909)869-0989/FAX:(909)869-0981 SHEET NO. 49 161 ATLANTIC STREET,POMONA,CA91768 CALCULATED BY TC DATE 6/18/2015 Transverse Analysis Multiple Shelves Type L(Free Standing) Ptotal= (1+0.11SD5)*DL+0.75*(1+0.14Sps)*PL depth (16"deep+3" post)= 19.00 in = 628 lb Width= 48.00 in Height= 144.0 in Mstatic= (wPL+wDL)/shelf x Arm length x#of Levels/2 = 10,165 in-lb Mseismic= 3,818 in-lb Mtotal= Mstatic+0.7*0.75*Mseismic = 12,170 in-lb Top&Panel Loading Type L(Free Standing)) Ptotal= (1+0.11SDS)*DL+0.75*(1+0.14Sps)*PL depth(16"deep+3" post)= 19.00 in = 639 lb Width= 48.00 in Height= 144.0 in Mstatic= (wPL+wDL)/shelf x Arm length x#of Levels/2+(wPL+wDL)/panel x 3" = 6,573 in-lb Mseismic= 3,988 in-lb Mtotal= Mstatic+0.7*0.75*Mseismic = 8,666 in-lb Multiple Shelves Type L(Wall Attached) Ptotal= (1+0.11SDS)*D1-+0.75*(1+0.14SDS)*PL depth(16" deep+3"post)= 19.00 in = 628 lb Width= 48.00 in Height= 144.0 in Mstatic= (wPL+wDL)/shelf x Arm length x#of Levels/2 = 10,165 in-lb Mseismic= 3,818 in-lb Mtotal= Mstatic+0.7*0.75*Mseismic = 12,170 in-lb Top&Panel Loading Type L(Wall Attached) Ptotal= (1+0.11SDS)*DL+0.75*(1+0.145ps)*PL depth(16"deep+3"post)= 19.00 in = 639 lb Width= 48.00 in Height= 144.0 in Mstatic= (wPL+wDL)/shelf x Arm length x#of Levels/2+(wPL+wDL)/panel x 3" = 6,573 in-lb Mseismic= 3,988 in-lb Mtotal= Mstatic+0.7*0.75*Mseismic = 8,666 in-lb Check wall adequacy: Fp-wall= Fp-total/(Width x Height) I = 63 la/(48 f t^2) = 1.3 psf < 5 psf, OK Per Section 1607.14 of the 2012 IBC SEIZMIC INC. D PROJECT Bed Bath&Beyond#1410 MATERIAL HANDLING ENGINEERING FOR Woodbury Corporation SHEET NO. 50 TEL:(909)869-0989/FAX:(909)869-0981 161 ATLANTIC STREET,POMONA,CA 91768 CALCULATED BY TC DATE 6/18/2015 Column Analysis - Floor anchored (Single Sided with Multiple Shelves) Analyzed per AISI.Section properties are based on net effective sections. P= 6281b M= 12,170 in-lb KxLx/rx= 2 x 96 in/1.2042 in = 159.4 <===(KI/r)max KyLy/ry= 1 x 48 in/0.5951 in = 80.7 ro= (rxA2+ryA2+xoA2)A0.5 = 1.343 in 9= 1-(xo/ro)A2 = 1.000 Fe is taken as the smaller of Fe1 and Fe2: Fe1= nA2E/(KL/r)maxA2 = 11.45 ksi hex= nA2E/(KxLx/rx)A2 = 11.45 ksi rst= 1/AroA2[GJ+(rcA2ECw)/(KtLt)A21 = 31.32 ksi SECTION PROPERTIES Fe2= 1/(29)x 1(6ex+(7t)-[(6ex+cst)A2-(4 x 9 x hex x 6t)]A0.5) A= 1.313 in = 11.45 ksi B= 3.125 in Fe= 11.45 ksi C= 0.000 in Fy/2= 27.50 ksi t= 0.063 in Since, Fe <Fy/2 t= 0.152 in Then, Fn= Fe Aeff= 1.272 inA2 = 11.45 ksi Ix= 1.844 inA4 Pn= Aeff x Fn Sx= 1.180 inA3 = 14,568 lb rx= 1.204 in Qc= 1.92 ly= 0.450 inA4 Sy= 0.463 inA3 Pa= Pn/Qc ry= 0.595 in = 7,588 lb J= 0.006 inA4 P/Pa= 0.08 < 0.15 Cw= 0.014 inA6 Thin, check: P/Pa+Mx/Max 51.0 xo= 0.000 in Kx= 2.0 Pno= Ae x Fy Lx= 96.00 in = 69,960 lb Ky= 1.0 Pao= Pno/SJc Ly= 48.00 in = 36,438 lb Kt= 1.0 Me= Cb x ro x Aeff x(csey x gt)A0.5 Lt= 48.00 in = 64 in-kip F = 55 ksi Y- My= Sx x Fy G= 11,300 = 64,922 in-lb E= 29,500 ksi Mc= My[1-My/(4Me)] Cmx= 0.85 = 48,449 in-lb Cb= 1.0 Max=Maxo= Mc/SJf Of= 1.67 = 29,011 in-lb µx= {1/[1-(i)c*P/Pcr)])A-1 = 0.92 Tnus, (628 Ib/7588 lb)+(12170 in-Ib/29011 in-lb)= 0.50 <1.0,OK SEIZMIC 1NC. PROJECT Bed Bath&Beyond#1410 MATERIAL HANDLING ENGINEERING FOR Woodbury Corporation TEL:(909)869-0989/FAX:(909)869-0981 SHEET NO. 51 161 ATLANTIC STREET,POMONA,CA 91768 CALCULATED BY TC DATE 6/18/2015 Column Analysis - Floor anchored (Single Sided with Top & Panel Loading) Analyzed per AISI.Section properties are based on net effective sections. P= 639 lb M= 8,666 in-lb KxLx/rx= 2 x 144 in/1.2042 in = 239.2 <===(KI/r)max KyLy/ry= 1 x 48 in/0.5951 in = 80.7 ro= (rxA2+ryA2+xoA2)A0.5 = 1.343 in R= 1-(xo/ro)A2 = 1.000 Fe is taken as the smaller of Fe1 and Fe2: Fe1= n^2E/(KL/r)maxA2 = 5.09 ksi flex= nA2E/(KxLx/rx)A2 = 5.09 ksi 6t= 1/ArOA2[G1+(rcA2ECw)/(KtLt)A2] = 31.32 ksi SECTION PROPERTIES Fe2= 1/(29)x 1((Yex+at)-[((Tex+at)A2-(4 x 9 x hex x ct)]A0.5) A= 1.313 in = 5.09 ksi B= 3.125 in Fe= 5.09 ksi C= 0.000 in Fy/2= 27.50 ksi t= 0.063 in Since, Fe <Fy/2 t= 0.152 in Then, Fn= Fe Aeff= 1.272 inA2 = 5.09 ksi Ix= 1.844 inA4 Pn= Aeff x Fn Sx= 1.180 inA3 = 6,475 lb rx= 1.204 in Qc= 1.92 ly= 0.450 inA4 Sy= 0.463 inA3 Pa= Pn/Qc ry= 0.595 in = 3,372 lb 1= 0,006 inA4 P/Pa= 0.19 > 0.15 Cw= 0.014 inA6 Thus,check: P/Pa+(Cmx*Mx)/(Max*µx)<_1.0 xo= 0.000 in P/Pao+Mx/Max<_1.0 Kx= 2.0 Pno= Ae x Fy Lx= 144.00 in = 69,960 lb Ky= 1.0 Pao= Pno/Qc Ly= 48.00 in = 36,438 lb Kt= 1.0 Me= Cb x ro x Aeff x(sey x o-t)A0.5 Lt= 48.00 in = 64 in-kip Fy= 55 ksi My= Sx x Fy G= 11,300 = 64,922 in-lb E= 29,500 ksi Mc= My[1-My/(4Me)] Cmx= 0.85 = 48,449 in-lb Cb= 1.0 Max=Maxo= Mc/Qf Of= 1.67 = 29,011 in-lb µx= (1/[1-(Qc*P/Pcr)])A-1 = 0.81 Tnus, (639 Ib/3372 lb)+(0.85 x 8666 in-Ib)/(29011 in-lb x 0.81)= 0.50 <1.0, OK (639 lb/36438 lb)+(8666 in-Ib/29011 in-lb)= 0.32 <1.0, OK SEIZMIC L, _ INC. PROJECT Bed Bath&Beyond#1410 MATERIAL HANDLING ENGINEERING FOR Woodbury Corporation TEL:(909)869-0989/FAX:(909)869-0981 SHEET NO. 52 161 ATLANTIC STREET,POMONA,CA 91768 CALCULATED BY TC DATE 6/18/2015 Column Analysis- Wall attached (Single Sided with Multiple Shelves) Analyzed per AISI.Section properties are based on net effective sections. P= 6281b M= 12,170 in-lb KxLx/rx= 1 x 144 in/0.989 in = 145.6 <___(KI/r)max KyLy/ry= 1 x 48 in/0.587 in = 81.8 z ro= (rxA2+ryA2+xoA2)A0.5 = 1.150 in 9= 1-(xo/ro)A2 _ '1.000 e is taken as the smaller of Fe1 and Fe2: Fe1= TEA 2E/(KL/r)maxA2 C= = 13.73 ksi hex= TCA2E/(KxLx/rx)A2 = 13.73 ksi at= 1/AroA2[G1+(TEA2ECw)/(KtLt)A2] = 44.41 ksi SECTION PROPERTIES Fe2= 1/(2R)x((aex+at)-[(aex+at)A2-(4 x 8 x aex x at)]A0.5} A= 1.313 in = 13.73 ksi B= 2,563 in Fe= 13.73 ksi C= 0.000 in Fy/2= 27.50 ksi t= 0.063 in a Since, Fe <Fy/2 t= 0.152 in Then, Fn= Fe Aeff= 1.202 inA2 = 13.73 ksi Ix= 1.175 inA4 Pn= Aeff x Fn Sx= 0.905 inA3 = 16,504 Ib rx= 0.989 in Qc= 1.92 ly= 0.414 inA4 Sy= 0.427 inA3 Pa= Pn/Qc ry= 0.587 in = 8,596 Ib J= 0.006 inA4 P/Pa= 0.07 < 0.15 Cw= 0.012 inA6 Thus, check: P/Pa+Mx/Max 51.0 xo= 0.000 in Kx= 1.0 Pno= Ae x Fy Lx= 144.00 in = 66,094 lb Ky= 1.0 Pao= Pno/Qc Ly= 48.00 in = 34,424 lb Kt= 1.0 Me= Cb x ro x Aeff x(aey x at)A0.5 Lt= 48.00 in = 61 in-kip Fy= 55 ksi My= Sx x Fy G= 11,300 = 49,775 in-lb E= 29,500 ksi Mc= My[1-My/(4Me)] Cmx= 0.85 = 39,583 in-lb Cb= 1.0 Max=Maxo= Mc/Qf Qf= 1.67 = 23,703 in-lb µx= (1/[1-(Dc*P/Pcr)]}A-1 = 0.93 1 hL1 (628 Ib/8596 lb)+(12170 in-Ib/23703 in-lb)= 0.53 <1.0, OK SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 MATERIAL HANDLING ENGINEERING FOR Woodbury Corporation TEL:(909)869-0989/FAX:(909)869-0981 SHEET NO. 53 161 ATLANTIC STREET,POMONA,CA 91768 CALCULATED BY TC DATE 6/18/2015 Column Analysis -Wall attached (Single Sided with Tap & Panel Loading) Analyzed per AIS1.Section properties are based on net effective sections. P= 6391b M= 8,666 in-lb KxLx/rx= 1 x 144 in/0.989 in = 145.6 <___(KI/r)max KyLy/ry= 1 x 48 in/0.587 in = 81.8 2 5/8" ro= (rxA2+ryA2+xoA2)A0.5 1.150 in R= 1-(xo/ro)A2 = 1.000 i=e i aken as the smaller of Fe1 and Fe2: Fe1= TEA2E/(KL/r)maxA2 = 13.73 ksi hex= rcA2E/(KxLx/rx)A2 = 13.73 ksi cst= 1/AroA2[GJ+(TtA2ECw)/(KtLt)A2] = 44.41 ksi SECTION PROPERTIES Fe2= 1/(2R)x((aex+at)-[(6ex+(rt)A2-(4 x R x aex x 6t)]A0.51 A= 1.313 in = 13.73 ksi B= 2.563 in Fe= 13.73 ksi C= 0.000 in Fy/2= 27.50 ksi t= 0.063 in Since, Fe <Fy/2 t= 0.152 in -1 hen, Fn= Fe Aeff= 1.202 inA2 = 13.73 ksi Ix= 1.175 inA4 Pn= Aeff x Fn Sx= 0.905 inA3 = 16,504 lb rx= 0.989 in Qc= 1.92 ly= 0.414 inA4 Sy= 0.427 inA3 Pa= Pn/Oc ry= 0.587 in = 8,596 lb J= 0.006 inA4 P/Pa= 0.07 < 0.15 Cw= 0.012 inA6 Thus,check: P/Pa+Mx/Max<_1.0 xo= 0.000 in Kx= 1.0 Pno= Ae x Fy Lx= 144.00 in = 66,094 lb Ky= 1.0 Pao= Pno/Qc Ly= 48.00 in = 34,424 lb Kt= 1.0 Me= Cb x ro x Aeff x(csey x ct)A0.5 Lt= 48.00 in = 61 in-kip Fy= 55 ksi My= Sx x Fy G= 11,300 = 49,775 in-lb E= 29,500 ksi Mc= My[1-My/(4Me)] Cmx= 0.85 = 39,583 in-lb Cb= 1.0 Max=Maxo= Mc/f1f Qf= 1.67 = 23,703 in-lb µx= (1/[1-(C)c*P/Pcr)])A-1 = 0.93 Thus, (639 Ib/8596 lb)+(8666 in-lb/23703 in-lb)= 0.44 <1.0, OK SEIZMIC INC. PROJECT Bed Bath&Beyond#1410 MATERIAL HANDLING ENGINEERING FOR Woodbury Corporation TEL:(909)869-0989/FAX:(909)869-0981 SHEET NO. 54 161 ATLANTIC STREET,POMONA,CA 91768 CALCULATED BY TC DATE 6/18/2015 Arm Check Arm AnalVsis: Arm Length= 16.00 in Mmax= (wPL+wDL)/shelf x Arm Length/2 Sx= 0.705 in^3 = 210 lb x 16 in/2 A= 0.090 inA2 = 1,680 in-lb d= 2.00 in Fy= 36,000 psi fb= Mmax/Sx = 1680 in-lb/0.705 in^3 = 2,383 psi Fb= 0.6xFy = 21,600 psi fb/Fb= 0.11 <1.0 Therefore OkA Arm Bracket AnalVsis: Mmax= 1,680 in-lb Tcap= 0.6 x Fy x Area = 0.6 x 36000 psi x 0.09 inA2 = 1,944 lb Mcap= Txd = 1944 lb x 2 in = 3,888 in-lb Mmax/Mcap= 0.43 <1.0 Therefore Ok 5EIZMIC ZZ INC. PROJECT Bed Bath&Beyond#1410 MATERIAL HANDLING ENGINEERING FOR Woodbury Corporation TEL:(909)869-0989/FAX:(909)869-0981 SHEET NO, 55 161 ATLANTIC STREET,POMONA,CA 91768 CALCULATED BY TC DATE 6/18/2015 Base Analysis 1.35" Base Check: Mmax= 12,170 in-lb fb= Mmax/Sx = 12170 in-lb/0.78 in"3 = 15,602 psi Fb= 0.6 x Fy Sx= 0.780 in^3 = 30,000 psi 5. 3" Fy= 50,000 psi fb/Fb= 0.52 < 1.0 Therefore Okzz Base Connection Check: Top to Bottom Mmax x Sao= 12170 in-lb x 2 Qo= 2.0 = 24,339 in-lb Material Thickness= 0.121 in Top Width= 0.376 in Tcap-top= 0.6 x Fy x Thickness x Min.Width L-top= 3.548 in = 0.6 x 80000 x 0.121 in x 0.376 in L-middle= 2.605 in = 2,184 lb L-bottom= 1.109 in Fy= 80,000 psi Mcap= [P1 x L1+P2 x L2+P3 x 1-31 x 2 sides = P2 x[L1+(L2^2+L3^2)/L2]x 2 sides = 2184 Ib x[3.548+(2.605"2+1.109^2)/3.548]in x 2 sides 797„ = 25,364 in-lb .29T' .594" .376" �— Bottom to Top .282" .943" Mmax x-Qo= 12170 in-lb x 2 .727' = 24,339 in-lb 529" .273" " 1.496" Tcap-bottom= 0.6 x Fy x Thickness x Min.Width = 0.6 x 80000 x 0.121 in x 1.718 in 1718" = 9,978lb 1.962" 1.109" Mcap= [P1xL1+P2xL2+P3xL3]x2sides = P1 x[L1+(1-2^2+L3^2)/L1]x 2 sides = 9978 lb x[2.709+(1.24^2+0.297^2)/2.709] in x 2 sides Qo= 2.0 = 66,038 in-lb Material Thickness= 0.121 in Bottom Width= 1.718 in Mcap-eff.x 2= 50,728 in-lb <__=NOTE:THERE ARE(2)BASES L-top= 2.709 in L-middle= 1.240 in Mmax/Mcap= 0.48 <1.0 Therefore Ok Lbottom= 0.297 in Fy= 80,000 psi SEiZMIC INC. PROJECT Bed Bath&Beyond#1410 MATERIAL HANDLING ENGINEERING FOR Woodbury Corporation TEL:(909)869-0989/FAX:(909)869-0981 SHEET NO. 56 161 ATLANTIC STREET,POMONA,CA 91768 CALCULATED BY TC DATE 6/18/2015 Overturning Analysis Freestanding Units: Fully Loaded Conditions: It I1 t I1 I� It It It It Ii t It I� It I1 IP It It It It i t Mstatic-Mseismic [Mstatic-Mseismleyd pth Puplift= [(0.7*0.75*Mseismic-0.6*Mstatic)/danchor]x#of occurrence = [(0.7*0.75*3988-0.6*6573)in-lb/20 in]x 1 = -94 lb Allowable Tension= 630 lb Allowable Shear= 750 lb #of Anchors/base= 1 danchor(16"base+3"post)= 19.8 in #of Occurrence= 1 Interaction Eqn: [0 lb/630 lb]+[29 Ib/750[b]= 0.04 <1.2 Therefore Ok Wall Attached Units: The wall units will be attached to 2"x 6"wood board furring strips running at about the 6"elevation and 138"elevation. The strips will be attached to the wall and the fixtures will be attached to the strips. Fp,max/2= 32 lb For concrete wall: Use 3/8"0 x 2-1/2"min.embed. LDT screw anchor @ 24"o/c ' For steel wall studs: Use#8 Teks Screws For wood wall studs: Use 1/4"0 Lag Screws RECEIVED MIN.EMBEDMENT TYP. �BUILCU•P.p; 21/32" _______ /e„ 1 3/4" /4' 8 1 *BOLTS . 4 " TYP. — zu)m3'� TYP. (1)REQ'D PER BASE PLATE 1 11 32' 0 1 1/2' 5QWXgK 1 COLUMN STEELTUBE =_____= 2 P W O CRIMPED 14 GA m�1/2"0 oa' ' 3 /2• II 611/i6" BASE PLATE 2 3 1/2"0 ANCHOR 16 GA. + ITYP. i1/8"THK.TAB 4 34" s m11/16"0 CONCRETE 1 1/4"0 7 j �9/32' 2"MIN. 'EMBkNT. 49GA. TYP ATTACH 4 SOIL 2 BASE PLATE 5 CONNECTOR TYPICAL BRACING TO COLUMN CONNECTION L11 COLUMN 3 ANCHOR 4 HORIZONTAL&DIAGONAL BRACING \51 BEAM -B TYPICAL BEAM TO COLUMN CONNECTION V-B 5 V TYPE QQQQQ V-A 91.148' 4 450# 2 3 GENERAL CONFIGURATION o 16 /18' 450# NOTES: L) -— 1.DESIGNED PER SECTION 2209 OF THE 2012 IBC. w p Fa=1.60&Ss=0.26 18 3I16 2.STORAGE CAPACITY:SEE ELEVATIONS. 44° 3.ASTM A570 FOR SHAPE Fy=55,000 PSI GRADE 55. 4.ALL BOLTS A307(UNLESS OTHERWISE NOTED). 450# 5.ANCHORS ITN REDHEAD,ICC#ESR-3699. 6.CONCRETE 4"THICK x 2,500 PSI. 7.SOIL BEARING PRESSURE 1,000 PSF. 18 16" m 450# w p 18 18" ¢ aaaa 450# 4„ 41" 4" 450# S EST.1985 SEIZMIC ENGINEERING,INC. 161 Atlantic Street Pomona,California 91768 Tel.(909)869-0989 Fax(909)869.0981 DRAWN BY: P.O,/F,C, 531 /16" GATE: 06/17/15 44" LAST REV.BY: REV.DATE: ttPE: BCAIE: N.T.S. APRVD BY:SALE.FATEEN 900# �5510NAL FN 5 /8„ 6 /2�, a�pQ��(•j1STfq�O co 9 FRONT VIEW SIDE VIEW / F OF SAL F. FPSE�� EXPIRES 04-30-2016 urscmm�nm. Building Plans have STORAGE been reviewed and approved RACK DETAILS Alf.onstruction Subject -T Field Inspection Paga I . DPAWING NUMBER STORAGE RACK ELEVATIONS Date 15-1007-A err 48 2 1/2" TMIN.EMBEDMENT a STEEL WIRE MESH 1 HAND THREAD TURN BUCKLE HAND THREAD STEEL WIRE MESH 135"0-2"x2" 38— .135"0-2"x2" 0Fo 1/8"THK. .406"0 STEEL ROD 4B Z w Im 11/16" 1 35 7/8"LONG TYP, O¢Q 1/8" Np' - 1 REO'D PER BASE PLATE 1 COLUMN 1/B W O- 2w EYE BOLT m J Q A III 2 .500"0 STEEL ROD a 24 7/8"LONG 4A =M Z 7/16'0 HOLE 3 3/8"0 ANCHOR BASE PLATE 2 21 2"MIN. 16" 1 1311 m 1/2" 21/2" \\ CONCRETE 13/16" 13/16" 0 ----------------- 1/2" W m TYP. EMBMNLa: 1/6" 1/2' .406"ID STEEL ROD 4B 357/8"LONG SHELF CLIP l(� 2 3/16"� W/JOINING BAR 1/4"0 1/4'0 46 SOIL 2 BASE PLATE 4B DIAGONAL BRACING SIDE PANEL 1 COLUMN 3 ANCHOR 4A HORIZONTAL BRACING 51 TURN BUCKLE 6 SHELF TYPE A TYPE Al TYPE A2 6 T48" T25 1/2"T V3 112"1 t-19 1/2"f 7 9 DA.STEEL WIRE 1 i 1 1 (.150"0) 1 1 1 1 1 I 3" 3 3. 5 REMOVE SHELF &BRACING FOR a a a a a CLARITY 3 46 1 3�� 1 �� 3" 1 1,71 1 7" 1 7" 1 7" VARIE 2 3 10° 1 1 1 1 " 3)" 3)" 3" 7 SWAY BRACE GENERAL CONFIGURATION 0 r NOTES: 1.DESIGNED PER SECTION 1613 OF THE 201216C. o 1 1 1 1 " Fa=1.60&Ss=0.26 2.STORAGE CAPACITY: 1 3 1 3 1 " 3" 1 13 1/2"DEEP UNITS=64#PER LEVEL 191/2 DEEP UNITS=4B#PER LEVEL 25 1/2"DEEP UNITS=32#PER LEVEL X1 1 " 1 " 1 " 3.ASTM A570 FOR SHAPE Fy=36,000 PSI GRADE 36. 4.ALL BOLTS A307(UNLESS OTHERWISE NOTED). 5.ANCHORS ITW REDHEAD,ICC#ESR-3699. 3" 3 3" 3 fi.CONCRETE 4'THICK x 2,500 PSI. m FRONT VIEW SIDE VIEW SIDE VIEW SIDE VIEW 7.SOIL BEARING PRESSURE 1,000 ESE. a 0 LONGITUDINAL&TRANSVERSE BRACING REQUIRED AT EVERY OTHER BAY. TYPE A3 TYPE A6 � SET.V31/1 EST.1985 SEIZMIC 1 1 1 ENGINEERING,INC. 161 Atlantic Street Pomona,California 91768 Tel.(909)869-0989 Fax(909)869-0981 DRAWN BY: P.O./T.C. 3)" 3)" DnrE: O6/17/15 1 1 1 LAST REV.BY: REV.DATE: TYPE: W.W. SCALE: N.T.S. 1 ,i 3)" 1 „ 3" 1 ,i APRVD BY:BAL E.FATEEN 1 7' 1 7' 1 7" 5510NAL FN 1 1 1 CP Q�G\STFR��/yam Fp 3 3 F OF�P sq4 E. FAZE�C` EXPIRES 04-30-2016 1 3.. 1 3Y 1 DESCRIPTION: STORAGE FIXTURE 3" 3^ 3" DETAILS FRONT VIEW SIDE VIEW SIDE VIEW DRA ING NUMBER LIGHT DUTY STORAGE FIXTURE ELEVATIONS 15-1007-B v 321/ 7... / 2 /8' ❑F-o 1 28/2' 9/16"0 ,,g7° 2 0 1 it O LU'0��- 24"&48' W ro 9/16"0 1 3/" 0 14 GA. 112 k 1/4"0 q-'-°f W O- mJQ 3/8" "0 1 1/2" k 7/18"0 X'K 1/2"0 4 7/18"0 15/32" �g =co m Z 1 3ns° 1� V7, �;32 4 SHOULDER RIVET(55,000 PSI)4 2 IB" 21/2 t4GA. + Ul 2 /8" 15132' 1112" Gx15132"" d S. B.7 e LbB kkk......... CORNERS w LU / MIN.EMBEDMENT MITERED o m 1 1 2" 5/18" 14 GA. AT 45° 2 21 2' 5/16, KEY SLOT DETAIL 14 GA. 5 5/32° 3 8" 7/16" y �j 3��/ '� -- `U KEY SLOT DETAIL \ ' ATTACH TO ANGLE POST Y ATTACH TO T POST (1)REO'D PER FOOT PLATE li W/#12x3/8"TEK SCREWS W/#12x3/8"TEK SCREWS (2)REO'0 PER FOOT PLATE ON TYPE i � I 1A ANGLE POST 1B T POST 2A SINGLE FOOT PLATE 26 DOUBLE FOOT PLATE 3 ANCHOR 5A DOUBLE RIVET BEAM s 27/32" 1 1/32 7 6 14 GA. ''/2 2 /4„ 14 GA. 8/6�"—� 8' 24&48" 14 GA. 2316" 1 il2" AIL 1 1 2 1116" 7/18" 1/1 11/2" 6/,6" 1 1 I I 21/4" Be 13 " Y 1 1/4" 5 V II II 'I' 7 II II IIIIVV//_ II II 24"&48" I 96 \/��`�,i l I II I I 2 3 aaaaa 7/16' 5D U I I U USE AS NEEDED 2 3 (� SB FRONT VIEW 14 GA.'!I� 1/ 1 I l) 56 DOUBLE TIE SUPPORT GENERAL CONFIGURATION 0 RIVET BEAM"Z" 5C DOUBLE RIVET CHANNEL BEAM 5D DOUBLE RIVET LOW PROFILE BEAM 6 TIE PLATE 7 NOTES: N T TYPE Cb 1.DESIGNED PER SECTION 1613 OF THE 20121BC. TYPE Ca o (1 PER LEVEL) (150#PER LEVEL) �y Fa=1.60&Ss=0.26 ,�----961/2 2a 1/2 •�fi 1j2• pq t/2^ 2.STORA 570 FOR SHAPE SEE ELEVATIONS 3.ASTM A570 FOR SHAPE Fy=36,000 PSI GRADE 36. 4.ALL BOLTS A307(UNLESS OTHERWISE NOTED). 1 , " 5.ANCHORS ITN REDHEAD,ICC#ESR-3699. 22 /2 22 /2" 6.CONCRETE 4"THICK x RE 1,PSI. 1 7.SOIL BEARING PRESSURE 1,000 PSF. 1 " m 22 /2" 22 112" BEAM LEGEND -DOUBLE RIVET BEAM(SA) 221/2" 22 /2' 1 " 1 -DOUBLE RIVET"Z"BEAM(5B) ¢a a a a FEE L 1 4" 1 4" , 1 1 iDOUBLE RIVET CHANNEL BEAM(5C) DOUBLE RIVET LOW PROFILE BEAM(5D) -25112' EST.1985 55 t/2" 5" SEIZMIC 251/2" ENGINEERING,INC. 161 Pomona, CaliforniaStreet Pomona,Ca 91768 9-0989 2 1/2" 2 1/2' 2 1/2" 2 112" F-909)86"981 FRONTVIEW SIDEVIEW FRONT VIEW SIDEVIEW Fax(909)869-0981 DRAWN P.O.,T.C. TYPE Eb TYPE F TYPE G LAST REV.BY: 06/17/15 TYPE Ea (50#PER LEVEL) (175#PER LEVEL) (200#PER LEVEL) (55#PER LEVEL) ---48 1/2° REV.DATE: ---451/2" 241/2' 1/2-1241/2" .�---ae 1/2" 181/2" SCALE: MEG I 6CALE: N.T.S. 12 1/W APRV'D BV:SALE.,FATEEN 161/2" 161/2" r22��l 22 1/2" 1 3g^ 1 3 S\ONAL 16� 16 /2' , /2�' /2' 116112' 3 221/2" "2 /2 16 /2' 11 1 4 1 4 1 " 1 EXPIRES 8 1 4' 1 4" 1 1 1 34 t/2 1 04-30-2016 a41/2" DESCRIPTION: LIGHT DUTY STORAGE 55 t/2" FIXTURE , 1 3a11z' DETAILS 28 1/2" 21/4" 21/4" FRONT VIEW SIDEVIEW 1/4 21/4" FRONTVIEW SIDEVIEW 21/4" 2114" FRONTVIEW SIDEVIEW 21/4" 21/4" FRONT VIEW SIDEVIEW 15-1007-C LIGHT DUTY STORAGE FIXTURE ELEVATIONS �\III O .156"THK.TYP. A SEE NOTES 2 2 x 8 WOOD IN ELEVATIONS FURRING ST FOR METHOD 0 p RIP Z 0 A OF ATTACHMENT ASTM A366 TYP. OJ W i6 GA. 1" P 21/2" MIN.EMBEDMENT ® m J J r- Z 20 GA. �� -------- PUNQ 1 REQ'D PER ANCHOR PLATE VIEW 5/16"PEG J //7 1 m (SHELVES REMOVED FOR CLARITY) CENTER SEE TOP VIEW FOR ANCHORING LOCATIONS (BOARD G 1 7" 8 11" LLI ON UNIT) - m DENOTES ANCHORING 1 1/2" LOCATION WALL MOUNT 11/2" SUPPORT 1 ®® c 1. 12 GA. NO FLOOR ANCHORS REQUIRED 6 �/4 ANCHOR 1 1/2' PLATE ®® 2 BASE BRACKET 3A FLOOR ANCHOR(FREESTANDING OPTION A) 3B WALL CONN.DTL.(WALL ATTACHED OPTION B) 4 0 GA. END-- TRIM TRIM 20 GA. LEVELING LEG 3/8"0 BOLT ANCHOR PLATE , , p - CONNECTORS&"H"SECTION � a BASE SIDE BASE FRONT ARE SPOT WELDED TO SHELF TRIMTRIM 22 GA. 22 GA. USE ON ALL USE ON ALL NOTE: `WALL UNITS OTHERS NUMBER OF HAT SECTIONSVARY DEPENDING ON DEPTH 6y,. LIL- 4 GAIL-22 GA. a 22 GA. 11 GA. AIL-22 GA. 5 22 GA. 2 /8" 3718W' 11 L SECTION A-A SECTION A•A 1 COLUMN 4 BASE DECK 5 SHELF CONNECTOR 6 SHELF 7 RAIL GENERAL CONFIGURATION o SINGLE SIDED FREE STANDING SINGLE SIDED WALL ATTACHED 1.DESIGNED PER SECTION 1613 OF THE 20121BC. w (60#PER LEVEL) F. =1.60&Ss=0.26 (300#PER BASE DECK) (60#PER LEVEL) EXISTING WALL 2.STORAGE CAPACITY:SEE ELEVATIONS EACH LOADING CORRESPONDS (300#PER BASE DECK) 3.ASTM A570 FOR SHAPE Fy=50,000 PSI GRADE 50. TO THE DEPTHS LISTED RESPECTIVELY ATTACH FIXTURE TO 4.ALL BOLTS A307(UNLESS OTICCHERWISE NOTED). &48"---�' �'-22"-�' 1'-38"&48"�' 3B .Y-22' 2/4"0 LAGING STRIP SCREWS W/ 6,CONCRETE 4"THICK x 2,500 PSIESR•3699. 5.ANCHORS TW REDHEAD, 7.SOIL BEARING PRESSURE 1,000 PSF. FOR WOOD STUD WALLS: ATTACH 2x6 FURRING STRIP TO m EA.STUD W/1/4"0 LAG SCREWS F FOR METAL STUD WALLS: ATTACH 2x6 FURRING STRIP TO EA.STUD W/#8 TEKS ¢ a a a a FOR CONCRETE WALLS: ATTACH 2x6 FURRING STRIP W/ 3/8110 x 2-1/2"EMBED. LOT SCREW ANCHORS S �. Q EVERY 24"O.C. 12 i/2" OPTION A** 1 j/2 *w OPTION B** EST.1985 FLOOR ANCHORS ARE REQUIRED FLOOR ANCHORS NOT REOUIRED SEIZMIC FOR FREESTANDING ENGINEERING,INC. FOR WALL ATTACHED SYSTEMS 161 Atlantic Street Pomona,California 91768 FRONT VIEW SIDEVIEW FRONT VIEW SIDE VIEW Tel.(909)869-0989 Fax(909)869-0981 SINGLE SIDED FREE STANDING SINGLE SIDED WALL ATTACHED nRAWN BY: P.O./T.C. DATE: 06/17/15 (200#PER LEVEL) (200#PER LEVEL) , T REV BY: (300#PER BASE DECK) (300#PER BASE DECK) EXISTING WALL REV.DATE: (10 PSF PANEL LOADING) (10 PSF PANEL LOADING) TYPE: MAD. 8&48' ATTACH FIXTURE TO aDALE: N.T.S. k-22' 24 FURRING STRIP W/ gPRND BY:BALE.FATEEN 1/4'0 LAG SCREWS FOR WOOD XONAL ATTACH 2 STUD XG FURRING NG STRIP TO �'�G\STt;q N5�y EA.STUD W/1/4"0 ye- N FO Fc� LAG SCREWS 9 FOR METAL STUD WALLS: ATTACH 2x6 FURRING STRIP TO / rF OF EA.STUD W/#8 TEKS S,y�F. FASE�C, 1 , i 6' 1 4„ FOR CONCRETE WALLS: EXPIRES ATTACH 2x6 FURRING STRIP W/ 04-30.2016 3/8"0 x 2-1/2"EMBED. LOT SCREW ANCHORS DESCRIPTION: @ EVERY 24"O.C. **OPTION A w" *w OPTION B w* GONDOLA FLOOR ANCHORS ARE REQUIRED FLOOR ANCHORS NOT REQUIRED DETAILS FOR FREE STANDING FOR WALL ATTACHED SYSTEMS FRONT VIEW SIDEVIEW FRONTVIEW SIDEVIEW DRAWING NUMBER LIGHT DUTY STORAGE GONDOLA ELEVATIONS 15-1007-D FIXTURE INFORMATION WIRE GABLE SYSTEM FIXTURE INFORMATION Revisions ( ) FIXTURE INFORMATION ND Date Description v TAG SIZE COMMENrs (GONDOLAS) (HYPER-MAXI GONDOLAS) P pro A 2'D x 4'W x 12'-3"H — TAG SIZE COMMENTS TAGRMN NTS Z w M Ow Go }0 Al 1'D x 4'W x 12'-3"H _ L 16" D x NOT USED — XSED m J L1 16"' D x NOT USED J J A2 l'-6"D x 4'W x 12'-3"H — X1SED �u=a L2 22" D x 4' W x 12' H X2 = z A3 2'D x 3'W x 12'-3"H - — ED Q^z A4 2'D x NOT USED L3 22" D x 3' W x 12' H — X3ED m F A5 l'-6"D NOT USED w W A6 1'D x 3'W x 12'-3"H — m AIR 2 D NOT USED A8 2 D NOT USED A9 2'D x NOT USED I DUMIsrER ANY G__TO EGRESS DOOR LorAnax Al O l'D x NOT USED OR DOOR SWING MUST DUWPSIE WAN I WINET FOR HUE'HONE BE-INGVED BY BBW DOOR POWEEARBWNL &FlRA..E AN CONTROL All 1'-6"D x NOT USED I <'= PANEL(GSNET-A-) RECRANG I TRANSFDR..ON Al2 2'D x � 1ENN& ELF PROVE POWER NOT USED SH_ W-213- A.FE 7 A13 2'D x NOT USED Ili EKIL E LJ L4 R RECEIVING AREA E PRE GIBE A15 1'D x R A14 1'-6'D NOT USED ma E H1 E Lawnox NOT USED P.--'A' E Rry AREa STNRS AS I REOt VIREO C F C C C C E C --- A16 1'-6'D NOT USED �-_== E E E p A}"� p2 A2 IAB Al-A1-Al-AI AS AS A A " A A A A A A " A17 36"D % KIOT USED II D "DINNERWARE A2 IA IdN,IRRDRSA q DUV SOLID C�MF PRINTS A 'I E A A2 iA w A2 fn q ��7 f}�i[ - A18 36 D NOT USED II E F E A u ul� Ao a�l " A19 36 D NOT USED �� P O C c " LJ LJ L aF� A ` E A A Drawing References <<<<< A20 I —6 D NOT USED c E A - —®-� r E " AZ1 2 D X NOT USED E E AA A A A A DOWN L oF� A ND DTaWIngS PRINTS A22 2'D x NOT USED c �_� nz az u " u. Ax A A SOFT KITCHEN j " fl " A23 3 NOT USED G G A - - Al Al AlA " SOLIDS " -- A3A2 A2 P2 A " FET A Z A24 1'D x NOT USED II I�c cLOSEF A A_ F7 PROMO A A" p ---- -- A A L� E " L OC A "J tUn E CLEANING p " \J CAD NAME TwinFalls-F6 PROJECT NO.: — FIXTURE INFORMATION (PRE SALES RACKING) o BE A A A A w ILryIEJ-I, C �" DRAWN BY: K.C.P. CHECKED BY: — TAG SIZE COMMENTS c E " "i DVERLETS� A Aa mA PROTOTYPE DESIGNATION: B 48 1 2 D x NOT USED AA1 AT-AI COFFEEA Ap PILLOWS A a� AA L B1 48 1/2'D NOT USED �I C A " A THRAB- ABOW "2� ELECTRICS " y 0 — II CEE q C 24 1/2"D x 96 1/2"W x 12'H q " HARDWARE F CV _—_ C1 24 1 2"'D NOT USED II "A A A2 A2 A, A A 3 A A Q D 48 1 2 D = II " �A Az Az A2 A NOT USED p p DRAPES " Dl 48 1/2 D NOT USED II A OOKWARE A " Q Q " ¢ a a a a KITCHEN BASICS A - - A " " E 24 1/2"D x 48 1/2"W x 12'H — II A Az azAz"B A SHOWER A p E1 24 1 2 D NOT USED II A A A A ® A SEIZMIC A A ACCESSORIES rIj EST.1985 F 18 1/2"D x 48 1/2"W x 12'H - - -I "�- - r� " " -�- - A - - -� SEI� "A A A A TRASH SEASONAL A A� �_� � BED BATH & ZMIC F1 18 1 2"D x " NOT USED A A A ENGINEERING,INC. G 12 1/2"D x 48 1/2"W x 12'H _ II O, ® A AA A PACARE 1 " Pomona,California 6 forma 0 SEAS ELEC s o RUGS A Tel.(909)869-0989 BEYONp Fax(9Y: PM-OB61 - - IO2 L_____J A G1 12 1 2"D x NOT USED jl = A DRAWN BY: p,O./T.C. g ITI T A 48°D x 96"W x 12'H HEAVY DUN 0 650 LIBERTY AVE DATE: 06/17/15 PALLET RACK _ UNION,NJ07083 vsTREV.BY: H1 46 D x NOT USED 1'3 - --jl - BUL " (908)688-0888 REV.DATE: p__ TOWELS " FAX(908)688 5886 TYPE: H2 48 D NOT USED II _-1 " THIS DRAWING IS THE EXCLUSIVE PROPERTY OF SCALE: N.T.S. l _ T �-WRAP PERS EC A BED BATH&BEYOND.THE INFORMATION SHOWN MAY APRND BV:SALE.FATEEN A A A A A J 24" NOT USED 1 ` ` - � T _ —J -� � - --- -- -- - ----0 NOT BE USED NOR THE DRAWINGS REPRODUCED J1 24 D NOT USED L w� TiocAnoN WITHOUT PERMISSION OF BED BATH&BEYOND. SSONAL FNG� BE OR DO ROPED BY BBBY Qp 1STER� yF K 24'D NOT USED 0.1 - _ _ - _ - I Location ¢ F9 K1 24'D NOT USED D.6 SED VNDSCMEP ZERO CURB USED UNOS E TWIN FALLS, ID M 24'D NOT USED @ I I I cGOGNINICED wnx B DPSAANI&BEE7'OxD qTF qPg N ARCHlrzcnmu PROJECT un>•wGER Drawing Title 044 E.FASE� E%PIRES SEISMIC PLAN 04-30-2016 GENERAL INFORMATION 4(C FIXTURES USED IN PROJECT ARE STANDARD WIRE GABLE SYSTEM . . . . 8.7 .4 D D.2 E Scale Date AND PRE—SALES RACK FIXTURES WITH FOOT PLATES. ALL HATCHED FIXTURES ARE TYPE A—A75° WIRE GABLE SYSTEM OR TYPE "B — SEE PLAN 06/15/15 LAYOUT K" PRE—SALES RACK FIXTURES. ALL NON—HATCHED FIXTURES ARE SEISMIC Sheet No. LOW LAMINATE FIXTURES 5'-0" AFF. SCALE: l/l6,,=1'-0" F 6 z�R DRAWING NUMBER: 15-1007-E III Q = I ;0 Co OWN WL '�yj i�.�•�y'21�' �_` •• a .. 1 1 1 :1 sue_ i%Lk��iii•ki�• �-� 1 �- IIIIIli17• � �Ir �- �'�1 �� II Fr,,"1 Domestic Water .I(See Anch, as ewer ervice ee Install Fire and Dom stic install SeIIner Service(See as 0 .\ Water Services(See Arch. Install Fire and Domestic S pwim 1 '1 Domestic Water Water Services(See Arch. wer Service(See Install Fire and 1, 1, 'for Size&Locations) Service(See Arch.for Size far Size&Locations) r Size&Locations) ' Of RETAIL 3 _RETAIL 4 r Io 'I��•' ,�j� �� 18,000 Sf .1J 1 L rT� ur 90, 111�L'i im 1: :. See Elec.For Details __ i• % (—/—J NNiNNi�ir1.1 i-`rtk��Ii�6 O\ �;y . �� rJ IiiiiIII 0w.M.-M �I �k tis1•. � 1 1 I ` i� i �i'' �.•'IL�•: � :'�(v-J'c c::i—i/I/ ��±-J ��-� �. ./lN/aiaH�i—/1//. � . � , r ,///,� :.h � r2'•1`�"`�Lk:� 1_`.t�i.I'LY 1� � . ■ i ��••�1�,y. • zil �!'�/ J Y�;�,c•�t• :t 'i _�i ' �, /\ L� '*�•;a I I 1 Lk•„ �I 1Lk•�.�:.4 •I V s j /.\ /\ \�/ ••��'- 11 1. �w i,• I� .. /.• . '1 ��,•L•k1i1il� 11 1: I�r j ��.•1/�k'••}i1`u 1 �'�4� � '11!'I y�G .. �Ii�'`Lkl /i/" �ia'� � r� � � :,r�� _ �� k/i► •k•1.� k � �a. •'�"}.ram �aLi'.I t��'•� r <� _ _ ••Lk� t.�� 11� �� ztk j' IFN ilr��i 1 � \/ row � i ■ ':_ �O y 1/ '�� C •�i�$'i�••�• •ice_:�' � ' I � 'e) � � �+1` •r `•c • •• :•�, �1� C� . � �`�' _ �!!:; •;�; .. -� 1� •0 � jam• � � fit: •�� III • �. ;;III � ••;.fit:. C� C� -- ■ 1�! � � � ♦ i� �� ox ■ IVA SEEMS PAD 5 • •� �� ■ �r� ■ Ii_\ ••■� `.? .bras■ t�l•1��. ,Ni .. dlPAD 6 Install Sewer Service(see-A IVA SOL rrr■■•�0��■r■rrr••••ei �• •_I'�1��urururnr■■� -------------- ruuumC�_/�� ©— 111p•Iar��reeeee_•■�_Irr■n1l h�1!�w��; L IL MEN won v.r�a�. _ .,�.::arrwarrrrrrurrrrrurrrru.��1:` .�rruuur. .ul ■c..` ..Y..:-r...r:.�.. o-... ��- ,.-- i ----------- p J c 1 . _ 1� ��}} _ Y•i N•N 1 ■ 1 ----- \ •�, ��• rrr I 1.�'�... I•i.� ��y�� z �i�i��i WIN". ARCH. DRAWING ABBREVIATIONS SPECIAL INSPECTIONS VICINITY MAP OR SITE KEY PLAN RECE1 11_ do AND FDN. FOUNDATION PL. PLATE THE OWNER NULL EMPLOY THIS SERVICES OF ONE �o OR MORE SPECIAL INSPECTORS TO PROVIDE SPECIAL • . • • �uL 3 1 O' r F I vi L ANGLE F.E. FIRE EXTINGUISHER P.LAM. PLASTIC LAMINATE INSPECTIONS DURING CONSTRUCTION FOR THE REWIRED SPECIAL INSPECTION ITEMS. ^a 0 O AT F.E.C. FIRE EXTINGUISHER CABINET PLAS. PLASTER Z Q CENTERUNE FIN. FINISH PLMB. PLUMBING THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE HIS COMPETENCE, • • • GOULLDINaID PT. Q� / POUND or NUMBER RXT. FIXTURE PLYWD. PONT OF CONNECTION PLYWOOD TO THE SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF PROJECT ° FL. FLOOR P.O.C. x CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. I Od � D ACCES. ACCESSIBLE FLASH. FLASHING PR. PAIR O DUTIES AND RESPONSIBILITIES OF SPECIAL INSPECTOR: UI ACT. ACOUSTICAL CEILING TILE FLUOR. FLUORESCENT PRCST. PRE-CAST • OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVE DESIGN DRAWINGS AND SITE ® y B O a W ADJ. ADJUSTABLE F.O.(XX) FACE OF(XX) PRTN. PARTITION SPECIFICATIONS.THE INSPECTOR MAY NOT ALTER,MODIFY,ENLARGE OR WAIVE ANY OF THE Y V I A.F.F. ABOVE FINISH FLOOR F.O.C. FACE OF CONCRETE PR.TR. PRESSURE TREATED REQUIREMENTS OF THE DOCUMENTS. �( i APPRO%. APPROXIMATE F.O.M. FACE OF MASONRY AL. ALUMINUM F.O.F. FACE OF FINISH P.S.F.F. PT.F POINT B.S7RUC.STL FABR. • RECORD.FURNISH ALL DISCREPANCIES SHA REPORTS TO LL BE RER,THE OUGHT TOUILDING THE MMEDIAITE AAND THE TTENTION OF THE ZONAL OF L�\\�j AUG 10)y E 0 ARCH. ARCHITECTURAL F.O.S. FACE OF STUDS PTD. PAINTED CONTRACTOR FOR CORRECTION,THEN,IF UNCORRECTED,SUBMIT A COMPLETE UST FF ALL 8 \_b TENANT IMPROVEMENT F O NFq� AS PH. ASPHALT F.R.T. FIRETRETARDANT TREATED OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO THE OWNER,THE BUILDING OFFICIAL,AND S Q BBB BED BATH&BEYOND FT. FOOT OR FEET O.T. QUARRY TILE THE PROFESSIONAL OF RECORD UNTIL ALL CORRECTIONS HAVE BEEN COMPLETED. l$P/R6 D !- B.C. BACK OF CURB FTG. FOOTING QTR. QUARTER ' SUBMIT q FINAL SIGNED REPORT STATING WHETHER THE WORK REWIRING SPECIAL INSPECTIONS WAS, d \ 4FPP MD BD. BOARD F.T.G. FINE TABLETOPS&GIFTWARE TO THE BEST OF THE INSPECTOR'S KNOYAEDGE,IN CONFORMANCE PATH THE APPROVED PUNS AND \b p _ A NEW BED BATH & BEYOND S TO RE DESIGNER NOTE CHECKLIST BITUM. BITUMINOUS FURR. FURRING R. RISER SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. BLD. BUILDING RID. RADIUS THE FOLLOWING ARE THE REWIRED SPECIAL INSPECTIONS "CANYON PARK RETAIL 3 f�Jl w 3 BLK. BLOCK GA. GAUGE R.D. ROOF DRAIN + a r BM. BEAM GALV. GALVANIZED REF. REFERENCE SPECIAL INSPECTIONS SCHEDULE FW B.O. BOTTOM OF GL GLAXX REFER. REFRIGERATDR \\ FILLMORE STREET / TWIN FALLS, IDAHO, 83301 y BRG. BEARING OR. GRADE REINF REINFORCED SPECIAL INSPECTION RED. REFERENCED STANARD(S) s a BTWN. BETWEEN GYP. GYPSUM REDD REWIRED Z BUR BUILT-UP ROOFING GYP.BD. GYPSUM WALLBOARD RESIL RESILIENT EXTERIOR INSULATION AND FINISH SYSTEMS(EIFS) 1 F D RET. RETAINING > CAB. CABINET HAC HEATING AND COOLING RM. ROOM 1.PROVIDE INSPECTIONS FOR ALL EIFS P 0 CEM. CEMENT H.B. HOSE BBB FIND. ROUND INSTALLATIONS EXCEPT THOSE APPUED OVER A PROTOTYPE VERSION: 1.2013 APPItO z � WATER RESISTIVE BARRIER WITH A MEANS OF J� I CER. CERAMIC H.B.C. HEALTH&BEAUTY CARE R.O. ROUGH OPENING DRAINING MOISTURE TO THE EXTERIOR OR THOSE CONT. 0 C.F. COLD FORMED H.C. HOLLOW CORE R.T.U. HVAC UNIT APPUED DIRECTLY To MASONRY OR CONCRETE \�� / H C.C. CORNER GUARD H.D. HEAVY DUTY RWC RAINWATER CONDUCTOR WALLS, IBC 1704.12 PLAN CURRENT ISSUE DRAWINGS rails Fj 0 C.I. CAST IRON HDWD HARDWOOD // 1 P{9 NORTH 8'`1"]_14 0 C.J. CONTROL JOINT HD WE HARDWARE S. SOUTH 2.INSPECT WATER RESISTIVE BARRIER COATING ��// d CLG. CEILING H.M. HOLLOW METAL S.C. SOLID CORE COMPLYING ASTM E2570 WHEN APPLIED OVER A --- �� CURRENT RE }' W CLKG. CAULKING HORIZ. HORIZONTAL SCHED. SCHEDULED SHEATIHINGSUBSTRATE.. SHEET DRAWING TITLE ISSUE DATE NQ. Z CR. CLEAR HR. HOUR SECT. SECTION J` ADA CODE DATA, PROJECT DATA&RESPONSIBILITY SCHEDULE 10-15-13 y 0 CMU CONCRETE MASONRY UNIT HGT. HEIGHT SF STOREFRONT V1 CNTR. COUNTER HSS HOLLOW STEEL SECTION SHT. SHEET iS W C.O. CASED OPENING SIM. SIMILAR AO.2 GENERIC SITE REQUIREMENTS PLAN 10-15-13 COL. COLUMN I.D. INSIDE DIMENSION S.J. SAWCUT JOINT Gi p ON CONCRETE LG. INSULATING GLASS SPEC. SPECIFICATION - - C-i SITE DEMOLITION PLAN BY OTHERS- FOR INFO. PURPOSES ONLY CONN. CONNECTION INFO. IN NATION SPECD. SPECIFIED(SECTION) PROJECT TEAK RESPONSIBILITY SCHEDULE C-2 SITE PLAN BY OTHERS- FOR INFO. PURPOSES ONLY -/-/- FW-W ODNST. CONSTRUCTION INSUL INSULATINJ S.ST. STAINLESS STEEL C-3 SITE GRADING PLAN BY OTHERS - FOR INFO. PURPOSES ONLY g u CONT. CONTINUOUS INT. INTERIOR STD. STANDARD C-4 CIVIL DETAILS BY OTHERS - FOR INFO. PURPOSES ONLY -/-/- CORER. CORRIDOR I.S.A. INTERNATIONAL SYMBOL XTI.. STEEL d.It C.P.I. CAROLINA PRODUCTS INC OF ACCESSIBILITY STOR. STORAGE TENANT. . FURNISHED BY: INSTALLED BY: o rc DT. CERAMIC LE STRUC. STRUCTURAL ITEM DESCRIPTION: NOTES: A1.1 SITE DETAILS t0-15-13 U CIR. CENTER SUSP. SUSPENDED U JAN. JANITOR Bed Both&Ave. G.C. BBB G.C. BBB O N C75K. COUNTERSUNK JT. JOINT 650 Uberly ve. A1.2 NOT USED -- - 'O M Q,O T.C. TOP OF CURB Union,NJ 07083 A2.1 CABLE CLIP /STORE FIXTURE /EGRESS PATH PLAN & NOTES 10-15-13 C J_ I} D DEPTH KIT. KITCHEN TEL TELLPHIXJE • (908)688-0888 PHONE NUMBER BUILDING EXTERIOR SIGNAGE&PYLON SIGNAGE �' FINAL ELECTRICAL CONNECTION BY ELECTRICIAN(NOT SIGN VENDOR). - T&G TONGUE AND GROOVE A2.2 FLOOR PLAN •y Q Z� DBL DOUBLE (908)688 0295 FAX NUMBER 10-15-13 - 0_ T.G. TEMPERED GLASS _ W LL D.B.R. DELUXE BRIDAL REGISTRY L LENGTH Points ar Contact: A2.3 FLOOR FINISH PLANS 10-15-13 0 DEPT. DEPARTMENT LAM. LAMINATE TIHK. THICK APM'S NAME,Arch.Project Man COMPUTER/P.O.S.MIRING CONDUIT&PULL-STRING BY ELECTRICIAN-AS SHOWN ON DWGX. D 1- D.F. DRINKING FOUNTAIN LAV. LAVATORY THR. THRESHOLD APM'S E-MAIL Manager A2.4 REFLECTED CEILING PLANS &NOTES 10-15-13 - != 0 w T.LG. TEMPERED INSULATING GLASS A2.5 ROOF PLAN, DETAILS&NOTES 10-15-13 - I DET. DETAIL LT LIGHT CPM�S NAME,Comet.Project Manager. U H DIA. DIAMETER T.O. TOP OF CPM'S E-MAIL CONSTRUCTION SIGN CONTRACTOR TO FURNISH(2)SILK-SCREENED GRAPHICS; CONTRACTOR TO ERECT DOUBLE-SIDED SIGN. A3.1 FINISH SCHED, STOREFRONT TYPES & VESTIBULE ELEV'S. 10-15-13 4- 0 I DIM. DIMENSION MAX. MASONRY T.P. TOP OF PAVEMENT A3.2 DOOR HARDWARE, DOOR SCHEDULES & DOOR TYPES 10-15-13 - O Z DIS. DISPENSER MAX. MAXIMUM TS TUBE STEEL ARCHITECT: ( CONTRACTOR TO OFF-LOAD,PROVIDE SECURED STORAGE,INSTALL&MAKE FINAL ELECTRICAL CONNECTIONS A4.1 EXTERIOR ELEVATIONS 10-15-13 O z Lu W Q DN. DOWN MECH. MECHANICAL N TELEVISION CUSTOMER SERVICE DESK FREE-STANDING) X W D.O. DOOR OPENING MED. MEDIUM T.W. TOP OF WALL A5.1 BUILDING SECTIONS, INTERIOR WALL SECTIONS 10-15-13 - O O W I DR. DOOR MEMB. MEMBRANE T.O.M. TOP OF MASONRY WOODBURY CORPORATION F I- IMP. TYPICAL MUZAK SYSTEM CONDUIT&PULL-STRING BY ELECTRICIAN-AS SHOWN ON DWGS. A5.2 EXTERIOR WALL SECTIONS 10-15-13 - Q Y O } DWR. DRAWER MET. METAL 2733 E PARLEYS WAY,STE N300 0) _ LL LL DS. DOWNSPOUT MFR. MANUFACTURER SALT LAKE CITY,UT 84109 A5.3 EXTERIOR WALL SECTIONS 10-15-13 - UNF. UNFINISHED REGISTER BAYS(CASH-WRAPS)&REMOTE J Q m r DWG. DRAWING MIN. MINIMUM 801-485-7770 A5.4 EXTERIOR WALL SECTIONS 10-15-13 - �+ Q >0 MI SC. MISCELLANEOUS U.G. UNDERGROUND 801-485-0209 SERVICE DESKS,DELUXE BRIDAL CONTRACTOR TO OFF-LOAD,PROVIDE SECURED STORAGE,INSTALL&MAKE FINAL ELECTRICAL CONNECTIONS C yy D_ Z U.N.O. UNLESS NOTED OTHERWISE A5.5 INTERIOR WALL SECTIONS 10-15-13 E. EAST M.O. MASONRY OPENING POINT OF CONTACT: JARED HUMPHRIES O W Oj } - UR. URINAL A6.1 EXTERIOR DETAILS -, EA. EACH M.R. MOISTURE RESISTANT 1O-1S-13 - SATEWTE ANTENNA CONDUIT&PULL-STRING BY ELECTRICIAN-AS SHOWN ON DWGS. Q I E.E.J. EXT.INSUL. OFINISHSYSTEM MTD. MOUNTED CIVIL ENGINEER: As.z INTERIOR &EXTERIOR DETAILS 10-15-13 - 'O z Q E.J. EXPANSION JOINT MTG. MOUNTING VCT VINYL COMPOSITION TILE U)0 A6.3 SLATWALL DETAILS 10-15-13 - } LL W 0 LE ELEVATION VEST. VERTICAL CLARITY SYSTEM CONDUIT&PULL-STRING BY ELECTRICIAN-AS SHOWN ON DWCS. '� U Z 0 ELEC. ELECTRICAL N. NORTH VEST, VESTIBULE 621 ENGINEERS INC. A7.1 LARGE SCALE PLANS 10-15-13 - t; z 0 a EMER. EMERGENCY N.I.C. NOT IN CONTRACT V.I.F. VERIFY IN FIELD 621 NORTH COLLEGE ROAD-SUITE IOU A7.2 LARGE SCALE PLANS &PARTITION TYPES 10-15-13 4) 0 ENCL. ENCLOSURE N0. NUMBER V.T.R. VENT THRU ROOF T'MN FALLS,IDAHO 83301 U STORE SAFE CONTRACTOR TO OFF-LOAD,PROVIDE TEMPORARY STORAGE,&INSTALL: SAFE WEIGHS APPROX.550 POUNDS. A8.1 INTERIOR DETAILS 10-15-13 - 0] d Z ED. EQUAL NOM. NOLIINAL VWC VINYL WALL COVERING Telephone No.2DB-734-4888 F VI EQPT. EQUIPMENT N.T.S. NOT TO SCALE Fax No.2DO-734-6049 A8.2 INTERIOR DETAILS 10-15-13 - LL Z p E.W.C. ELECTRIC WATER COOLER O.A. OVERALL W. WEST point of Contact: KAHLER HOLD STORE SALES FIXTURES&STORAGE FIXTURES CONTRACTOR TO MAKE FINAL ELECTRICAL CONNECTIONS. A8.3 CUSTOMER SERVICE DESK 10-15-13 o a ESP. EXPANSON GIBS. OBSCURE WD x�nTUoo A8.4 REGISTER BAYS AND REMOTE SERVICE DESKS 10-15-13 2� E%P0. EXPOSED O.C. ON CENTER a • E%ST. EXISTING O.D. OUTSIDE DIMENSION NOT. W 7H STRUCTURAL ENGINEER: TELEPHONE SYSTEM BBB MALL SPECIFY TELEPHONE CARRIER A9.1 INTERIOR ELEVATIONS 10-15-13 - W Q EXT. EXTERIOR OPNG. OPENING W/O WITHOUT A9.4 FTG FIXT. PLAN & VENDOR RESPONSIBILITY SCHEDULE 10-15-13 - = o •• �� FABR. FABRICATOR/FABRICATED Opp OPPOSITE R WATERPROOF EHM ENGINEERS INC. Z to F.C. FURRING CHANNEL WSCT. WAINSCOT 621 NORTH COLLEGE ROAD-SUITE 100 TEMPORARY EXTERIOR BANNER SIGNS CONTRACTOR TO FURNISH(2)TEMPORARY SIGNS TO BE INSTALLED BY CONTRACTOR-ADJACENT TO BBB ENTRANCE FEATURE. O W+yl W N O.H. OVERHANG ITT. WEIGHT HPiJ HIGH PILE STORAGE PLAN & FIXTURE-SHELF DETAILS 10-15-13 - I- w Q o.0. F.D. FLOOR DRAIN TWIN FALLS,COLLEGE 83N11 _0 Telephone No.208-734-4888 m O O O EAS SYSTEM CONTRACTOR TO HIRE BBB NATIONAL ACCOUNT VENDOR TO PROVIDE&INSTALL ALL EQUIPMENT ,� 0, I Q Fax No.Zoetact: oas S1.1 STRUCTURAL GENERAL INFORMATION AND TYPICAL DETAILS 10-15-13 M w'z cD. SYMBOLS LEGEND Point of Contact: KAHLLR NEILD S2.1 FOUNDATION PLAN 10-15-13 - W d a m 00 w CON SYSTEM CONTRACTOR TO HIRE BBB NATIONAL ACCOUNT VENDOR TO PROVIDE&INSTALL ALL EQUIPMENT - Q J Z 52.2 ROOF FRAMING PLAN 10-15-13 GO O o o aO aO S3.1 FOUNDATION DETAILS 10-15-13 - Q o� �rn rn r-I OA COLUMN XXX-# FINISH - CODE DATA S3.2 ROOF FRAMING DETAILS 10-15-13 - LLJ -0 O LINE INTERIM WE MECHANICAL EI`JGINEER:- A9.1 P1.1 PLUMBING RISER DIAGRAMS AND FIXTURE SCHEDULE 10-15-13 Q � STOREFRONT TYPE CTA ARCHITECTS ENGINEERS P2.1 PLUMBING FLOOR PLAN 10-15-13 I-) py2 DETAIL/DWG. 1 BOG WEST MAIN STREET,SUITE NO 2012 INTERNATIONAL BUILDING CODE `-- E¢TLL.0-0" SPOT ELEVA710N BOISE.IDAHO 83702 P3.1 PLUMBING ENLARGED PLANS.AND DETAILS 10-15-13 T.O.CONC. ## PARTITION TYPE Telephone No.208-336-4900 *USE GROUP: •PLUMBING FIXTURE MIN. REQUIREMENTS TABLE 2902.1 : j Fax No.208-343-3531 �- MERCANTILE SECTION 309 ) _ DISMISUTION: DATe: ( ) FP1.0 FIRE SPRINKLER PLANS AND DETAILS 10-15-13 01� ELLVATION/DWC.OR Poln1 a1 can1Dct SPENCER SHEPARD,PETOTAL OCCUPANTS - 747 PERSONS = 74 WOMEN, 374 MENROOM NAME& FP1.1 FIRE SPRINKLER NOTES AND DETAILS 10-15-13 - PrototypeVer.1.2013 10/15/13 B Dc.secnaN/Dwc. FINFLR DATUM WATER CLOSETS - 1 W.C./ 500 = 1 W.C. REQ'D C) gyp'-p" XXX(iD NUMBER •TYPE OF CONSTRUCTION (TABLE E01 PER FIRE RESISTANCE LAVATORIES - 1 LAV/750 = 1 LAV REQ'D FA1.Oa FIRE ALARM PLANS AND NOTES BASE SYSTEM 10-15-13 - PERMIT XXX ELECTRICAL ENGINEER.: RATING REQUIREMENTS FOR BUILDING ELEMENTS): DRINKING FOUNTAINS - 1/1000 OCCUPANTS = 1 D.F. REQ'D FA1.1a FIRE ALARM DETAILS BASE SYSTEM 10-15-13 - � A WALL SECTION/DWG.OR REVISION- DOOR NUMBER BID XIXX/ �TYPE'48, UIIpOROTECTED FULLY`tPRRJKLfRED FA1.2a FIRE ALARM DEVICE LISTS &CALCS BASE SYSTEM 10-15-13 m DETAIL/DWG. ADDENDUM/CONSTRUCTION CTA ARCHITECTS ENGINEERS A9.2 Y BULLETIN m RIFLE EXTING.CABINET WEST MAIN STREET,SUITE 800 ALLOWABLE AREA QUALIFICATION !SECTION 503 & 506: NOTES: X/XX/ yX 06 BOI BOISE,IDAHO 83702 ® ) O MAXIMUM STORIES = FIVE � 1. ALL GYP. BD. SHALL HAVE A MINIMUM FIRE RATING OF 20 M1.1 MECHANICAL GENERAL INFORMATION 10-15-13 - Telephone No.208-336-4900 MINUTE TYPE-X GYP BD. SHALL BE USED WHERE NOTED. M2.1 MECHANICAL FLOOR PLAN 10-15-13 Fax No.2DB-343-3531 MAXIMUM ROOF HEIGHT = 75' 2. REFER TO SHEET A2.1 FOR RETAIL SHELVING LAYOUT. M3.1 MECHANICAL ENLARGED PLANS& DETAILS 10-15-13 4- Point of Contact: TYLER VICTORINO:.PE,:LEED AP BASE ALLOWABLE AREA = 50,000 S.F. - rd NOTE 3. REFER TO SPECIFIC DISCIPLINE SHEET FOR PLUMBING, MECHANICAL, M4.1 MECHANICAL SCHEDULES 10-15-13 - m MINIMUM 44" AISLES WIDTH PRQVIDW. AND ELECTRICAL CODE DATA INFO. PLUMBING ENGINEER: 4. BASED ON OCCUPANT CONTENT, THIS BUILDING PROVIDES E1.1 ELECTRICAL GENERAL INFORMATION & SCHEDULES 10-15-13 oNCE THE CONCRETE FLOOR SUB IS POURED,IT MUST BE KEPT CLEAN.FLEE of oust,PAINTS,STAINS AND TIREMINIMUM FIRE-RATING OF EXTERIOR WALLS (TABLE 602) AT LEAST THE MINIMUM REQUIRED PLUMBING FIXTURES. E2.1 POWER PLAN 10-15-13 MARKS,UP UNTIL PUNCHUST.THERE SHALL BE NO STORING OF MATERIALS ON CONCRETE IN AREAS TO RECEIVE THE CTA ARCHITECTS ENGINEERS CD FIRE SEPARATION DISTANCE 10'OR MORE) = 0 HORS 5. ALL OBSTRUCTIONS TO BE A MIN. 16-6" A.F.F. E2.2 LIGHTING LAYOUT PLAN 10-15-13 CONCRETE FINISH TREATMENT.ALL LIFTS TO BE DIAPERED(TO PREVENT LEAKING FLUIDS FROM REACHING THE FLOOR) 800 WEST MAIN STREET,SUITE 800 L� AND USE NOR-MARKING TIRES. BOISE,IDAHO 83702 FIRE SEPARATION DISTANCE 5' - 9') = 1 HRS G.C. TO COORDINATE ALL TRADES. E2.3 LIGHTING CIRCUITING PLAN 10-15-13 - r NOTES TO CONTRACTORS REGARDING MOLD AND MILDEW Telephone No.205-336-4900 FIRE SEPARATION DISTANCE 0' - 4' =2 HRS E2.4 SPECIALTY LIGHTING PLANS&DIAGRAMS 10-15-13 - ` Fax No.Zoe 531 *ACTUAL BUILDING AREA PER OCCUPANCY [GROSS AREA] E2.5 SPECIALTY LIGHTING ELEVATIONS 10-15-13 1.THE FOLLOWING REQUIREMENTS SHALL APPLY TO ALL NEW AND REMODEL CONSTRUCTION PROJECTS. Point of Contact:tact: SPENCER SHEPARD,PE Q MERCANTILE GRADE FLOOR "RETAIL") = 17,969 SF .111e. E3.1 ELECTRICAL LARGE SCALE PLANS&DETAILS 10-15-13 - 2.IN THE EVENT THE CONTRACTOR DISCOVERS,AT ANY TIME DURING DEMOUTION,CONSTRUCTION, AND/OR REMODELING LLu OPERATIONS,EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF MOLD AND/OR MILDEW,THE CONTRACTOR FIRE PROTECTION ENGR.: MERCANTILE E3.2 LIGHTING SEQUENCING 10-15-13 E PRE-SALES) = 2,327 SF USE GROUP M EXIT - SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND THE ARCHITECT/ENGINEER OF RECORD,IN WRITING,OF TOTAL ACTUAL BUILDING AREA = j20,296 SPA (PRE-SALES) 34" E3.3 ELECTRICAL DETAILS 10-15-13 - ARCH.PROJEDTx see P110- THE CONCERNS AND/OR SUSPICIONS. Noma E4.1 ELECTRICAL SCHEDULES 10-15-13 - XXXXXX .� BUSINESS OCCUPANCY(MEZZANINE OFFICES) _ * 933 SF a� 3.CONCURRENTLY,THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN A MOLD AND MILDEW CERTIFIED TESTING Ad f E4.2 ELECTRICAL DIAGRAMS 10-15-13 - DRAwro- NEcxeD: 0 AGENCY TO PERFORM AN INVESTIGATION AND TESTING AS REQUIRED TO EVALUATE THE NATURE AND EXTENT OF THE City,State,Zip * = MEZZANINE AREA NOT INCLUDED IN "BUILDING AREA' E4.3 POWER WALL& SECURITY DETAILS 10-15-13 - 0) c PROBLEM. IF THE TESTING AGENCY CONFIRMS HAZARDS.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A Telephone No. BUT IS INCLUDED IN "FIRE AREA" AND EGRESS CALCULATIONS. E4.4 NOVAR WIRING DETAILS 10-15-13 MINIMUM OF TWO(2)BIDS FROM COMPANIES QUALIFIED AND UCENSED To PERFORM ALL NECESSARY REMEDIATION WORK, Fox No - COMPLYING WITH ALL LOCAL,STATE,AND FEDERAL ENVIRONMENTAL REGULATIONS,CODES,AND STATUTES. Pont of Contact: Name,Title •EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.1): 1 E4.5 ETM DETAILS FOR LENNOX RTU'S 10-15-13 - LICENSED USE GROUP M WITH SPRINKLER SYSTEM = 250 FEET E5.1 FTG POWER, LIGHTING& SPECIALTY LIGHTING 10-15-13 - L 4.ONCE DISCOVERY OR SUSPICION OF MOLD AND/OR MILDEW IS MADE, THE CONTRACTOR SHALL TAKE ALL REASONABLE ( ) ARCNRECT AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM EXPOSURE TO MOLD FIRE ALARM ENGINEER: ARAU2 a AND/OR MILDEW,AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH - T (TABLE 1004.1.1): AUTHORITY DIRECTS OTHERWSE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED,EXCEPT IN THE Name GROSS AREA SF PER PERSON P O AREA OF MOLD/MILDEW CONCERN, DUE TO THESE REWIRED PRECAUTIONS. Address - MERCANTILE (RETAIL)/ 17,969 SF 30# E5 90 FS SONS USE GROUP M 5.THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT City,Stale,Zip F Telephone Na. MERCANTILE PRE-SALES) = 2,327 SF/300 = 8 PERSONS OF MOLD AND MILDEW,ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED.IN ALL CASES,INTERIOR Fax Na. BUSINESS (MEZZ. OFFS) = 933 SF/100 = 10 PERSONS SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL-VENTILATED CONDITIONS. Pont of Contact: Name,Title BUSINESS OCCUPANCY ABOVE ENTIRE TENANT SPACE W PERSONS (MEZZANINE OFFICES) S FULLY SPRINKLERED LTIN S.XWOODBURY (, 6.THE CONTRACTOR SHALL COMPLY NTH FEDERAL ENVIRONMENTAL AND OSHA AND MILDEW AND ALL LOCAL AND STATE F� �� BTATE OF mAHO HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD AND MILDEW. GEOTECHNICAL ENGR.: •EGRESS WIDTH (TABLE 1005.1): �1'� f+a'EyYA ('f1 7.ALL PENETRATIONS SHALL BE SEALED WRIER-TIGHT TO PREVENT MOISTURE MIGRATION FROM ENTERING THE BUILDING d [#'.PERSONS X 0.15" PER PERSON = WIDTH] O OR WALL CAVITIES, Address MERCANTILE (RETAIL) = 617 X .15 = 92.55" PLAN gg" B.ALL CONDENSATE DRAIN PANS SHALL BE CLEANED AND KEPT FREE FROM DEBRIS UNTIL AND WHEN THE FACILITY IS �dy`"slate,zip MERCANTILE PRE-SALES) = 8 X .15 = 1.20" EXIT DRAWING TITLE: TURNED OVER TO THE OWNER OR TENANT. ENSURE POSITIVE DRAINAGE AT ALL DRAIN PANS. ENSURE THAT ALL"COLD" City, tat,Z BUSINESS (MEZZ. OFFS) _ 10 X .15 = 1.50" NORTH SURFACES ARE INSULATED AND COVERED NTH A FULLY SEALED AND CONTINUOUS VAPOR BARRIER. (COLD'SURFACES Fax No. EXT CODE DATA O NCLUDE,BUT ARE NOT LIMITED TO,DOMESTIC COLD WATER PIPING,CHILLED WATER PIPING,INTERIOR RAIN LEADERS, poNl of contact: Name,Title TOTAL EGRESS WIDTH REQUIRED = 95.25" �,51"EXITS HOIE PROJECT DATA& OUTDOOR AIR INTAKES,AND DUCTWORK CARRYING AIR CONDITIONED SUPPLY AIR.) EVERY ITERAIION/IREVISION TO THE RESPONSIBILITY E TOTAL EGRESS WIDTH PROVIDED = 252.00" CONSTRUCTION DOCUMENTS SHALL INCLUDE N 9,ENSURE THAT THERE ARE NO WATER LEAKS IN CONCEALED PLUMBING CHASES.RETURN AIR PATHS AND PLENUMS ❑ EXIT ❑ A REVISED SHEET AGA WITH CURRENT ISSUE SCHEDULE E- SHALL BE KEPT DRY. ALL EXISTING SUPPLY AIR PATHS AND ALL EXISTING DUCTWORK TO BE RE-USED SHALL BE O lAbLt� 1019.1): RE UQ IRED Pf D ❑ISO" ❑ DATES AND REVISION NUMBERS LISTED O CLEANED AND TREATED AS REQUIRED TO REMOVE THE POTENTIAL FOR MOLD AND MILDEW, ALL DAMP AREAS 0 SHALL BE DRIED THOROUGHLY PRIOR TO ENCLOSURE. OCCUPANT LQAD 501-1000 R ECE I WED � M1 4 FUNCTION OF SPACE 0 AUGwG 2 1 014 ggryoF4N PAILS GUILDIN DI T. Z 3r P. MERCANTILE......................................00CUPANCY 1:60 SIF wFIRE RW ASSEMBLY UNCONCENTRATED, OCCUPANCY 1:15 SF w z 0 STORAGE/STOCKISHIPPING............OCCUPANCY 1:300 SF < DESKM NOTE CHECKLIST 0 Eff 3 32 000 BUSINESS...........................................OCCUPANCY 1:100 SF It 3f p 48'P. 0 U Per Table 1004.1.2 of the I 9 SYMBOLS SEP 0 3 204 D �" 0 TWIN PALLS FIRE DEPT. N� I 'IT CUPANTLOAD I .9CR. =MAXIMUM -C 12 MUM REQ.EXIT WIDTH WIDTH PROVIDED APPROVED 4 Twin Falls FiJre Dept z OCCUUANT LOAD LD z MINIMUM RED.STAIR WIDTH w P. F STAIR WIDTH PROVIDED Z< .6 c') c Z U)z LU 0 1-0 Ow U) OH m Lu z 0 < Y 0 < < r - a- -. w Z >z 0 z o c ` z Z< 0 U) 0 z a 0 z 6 L QOaON m gg TOTAL — DIFT 4 BUILDING D- 132 0 cy 132 Prototype Ver.1.2013 10/15/13 PERMIT 08/07/14 BID XX/XX/XX CITY REIVEW XIXXI STAIR 20 occ 119 SF 6'It 48*P. I:Iw -SHER ca F-7 a-7-SF-1 PROJEC 1%�PXRQJFCT# -5 PROJEC 181 SF 1:100 SF 3 00 SF 0cm ECKED. 2 OCCS. F 50 SF I F 5-1-SF--1 1:100 SF I' I OccS. ARCHITECT 179 - L_AR-1532 F-9-3-S-F-1 12 OOCS. a 0 LYNN S.XW%BUR STATE OF IDAHO Dar I W 2 '"m*TIN 1 54'OCCP. ❑ 1 33 33 OOC F- 1 327 32"R. OCCUPANCY& It w"P. EGRESS PLANS OCCUPANCY&EGRESS PLANS SOURCE: "07 dIIIIIIIIIII11110III �Z E �0 C6 Q Ky��y`6WJ z Q2 F3 3Lu O� 80 � W �V z p m�� r o DESIGNER NOTE CHECKLIST b < � U a ¢ r z 1 z 0 2 rSk a y 0 05 U) rt LU w F O ACCESSIBLE PARKING U,W SIGN REF.10/A1.1 5 z / �a 0 m TELEP ONE SERVICE: (1)4'C.50-PAIRS Z Cl ELE ICAL SERVICE: 800 AMP,480/277V,3 PHA S ---- c ,J N} (3) :W/(4),y300MCM;ADD(1)SPARE 3'C.— tTRA.SH TT < G SERVCE: 2575 CFH 0 2 Ib.. FIRE RISER LOCATION a B! W Z IRE SERVICE: 8"(.49/2000.DENSITY)— —UUHDOMESTIC WATER SERVICE: 2'� — 000NC.SUB 1} SYMBOL OF ACCESSIBLITYFPAINTED INTERNATIONAL � �DEMPSTER(L N LU0< VARIES;REFE ® L- p X W EXHIBIT"B") PIT MOUNTED LOADING DOCK 40'-0"WIDE MIN. 0 F W F LEVELER (WH11E)PAINTED R'-D' B'-D' VAN ACCESSIBLE PARKING .� < Y O JLJ}} ■ dO1S STRIPING AT SIGN REF.10/A1.1 N O 0 _ li a LK PAINTED 12' Q w r WHITE LETTERING, T y Q ❑ >z F�p F� 'NO PARKING' BED,BATH,&BEYOND 0 L.0 d j J TOP OF CONC.SLAB O PROPOSED PARKING LOT CART CORRAL x Z J ¢< TRUCK DOCK-3'-B' G y IL BELOW FINISH FLOOR LOCATED AT BBB'S OPTION Z O -J No ELEV. BED BATH & BEYOND (02990) c - Z K TRENCH DRAIN IF 9 G 1 B D � a V p a LL REQUIRED BY SITE Gross Area: 20,29 V Sq. Ft. 'SERVICE CORE'INCLUDES Typ, m a e GRADING OFFICES,TOILET ROOMS, < STAIRS,STORAGE AND = 3 LIGHT Fl%TURFS,TYP.ALONG �I W ELECTRICAL ROOMS(FIRST z p u BUILDING REAR FLOOR AND MEZZANINE CART CORRAL �_ X\ u z CONC.RETAINING WALL ABOVE) �� TRASH CAN -V U,.., 0 &LOADING DOCK RAMP ---------- Lo I�Q IF REQUIRED BY SITE a GRADING o BOLURDS AS REQUIRED. CONC.SUB FOR DELIVERY STOP }O O L,J ,�.J Mm a0 in TRUCKS&COMPACTOR DO"¢G N SANITARY SERVICE: Q no 4"0 21 SLOPE OR r-n Q m Z UD D0 LJJ m ".000 6"0 1x SLOPE FLEXIBLE PEDESTRIAN SIGN SYSTEM. ^^ -SETON STYLE O'80548(DOUBLE CO O O m L0 SIDED]14W z 40"H.CONTACT Q 0 0-N Z rn SETON 0(800)571-2596.SIGN ,,O°O �--� TEXT SHALL READ'STOP FOR I I I m U PEDESTRIANS' BED,BATH,&BEYOND LlJ ® HIRING TRAILER cn 1 I 1 DISTRIBUTION:Dlu MTE: O Prototype Ver.1.2013 10/15/13 a PERMIT X/XX/X BID X/�X XX/ �7• 1 XX t t\\� ARLN.PROIECTX BBB PROJECTp N XXXXXX _ AMNNn � \�1\ON• DRAWN: cNEcrceo: v \0—�tNE PRE\ Nt PROVIDE DIRECTIONAL LSA.SITE SIGNAGE AS REQUIRED BY \\ pµ\ �}E M FtL� 11\a AUTHORITY HAVING JURISDICTION. A LICENSED D �{E PTA'CµpSS \SES. PROVIDE DETECTABLE WARNING SURFACE AT CURB RAMPS AS _."o H9�OpORs OF OA1G NE tt\E t Of NE REWIRED BY AUTHORITY HAVING JURISDICTION. AR-1532 n \PftoWN"E"seEF� to pv�`CryAtaN82 MWD' SITE LA SHALL ACCOMMODATE THE TURNING RADIUS FOR A dAC�1 10 S WE �Aol x9- T37' WE-65 TRACTOR TRAILER(FROM POINT OF SITE ENTRY,TO \NG`'\1 �C��p55�J1R� tACt�Fp TENANT'S LOADING DOCK,AND THRU SITE EXIT). PLAN CgLtNNS 0�,kOS'8, NgRCO•C".0 M 3 SITE GRADING: NORTH xx PMWN6 V,YUOtCkG�tHE d Ug91EC1UR� MAXIMUM 27G SLOPE THROUGHOUT(EXCEPT AT RAMPS). LYNN S,XWOODBURY \F ME CONCH` SAEINW"`""e""A W\CWCWPY � 'MEC1I..� SITE UGHONc: STATE OF 10AH0 PHO,ApE d\t/ND p5�q1. �PRONAL i �NO.2.tp BEN MINIMUM OF TWO FOOT-CANDLES(2-F.C.)THROUGHOUT.OR AS � �t0 �LtOSD NUt REQUIRED BY JURISDICTION(WHICHEVER IS GREATER). WIN CUSTOMER PARKING: \NE u�NEO MINIMUM OF FIVE(5)SPACES PER 1000 G.L.F.A.,OR AS DRAWING TITLE: REQUIRED BY JURISDICTION(WHICHEVER IS GREATER). � .M■1S AW1O PROVIDE BOLLARDS PER 11/A1.1 AS REQUIRED TO PROTECT ALL GENERIC SITE �FJ / UTILITY METERS,RISERS,ETC., REQUIREMENTS PLAN � ��\�tF��T��O�J A�NG NOR y�� SITE REQUIREMENTS PLAN 01 a !, SOURCE:VER.1.2013 N.T.S. V.I.F. 5'CLEARANCE g'H.x 1/4-BENT PLATE RWC \ ,✓�Z a GUARDS,(2)AT EACH RWC, 0 3 4_ LOCATE PER ELEV.BELOW : - �aR V,YOUT Z < 4"x6"MET.RWC I ATCN p1R 0 eL •1 4 ST 12'-0' 12'-0' 12,-0. O O chi Y 5 CM 1/2"DIA.x Y EXP.BOLTS TO - ,-1 2 SCHED O I NSFN , BED BATH& O W CMU TYP.FOR EA RWC GUARD NOh: RAIL&POS'W ENAMEL ANT PIPE Fo�\N 3 $ W LANDING @TREADS TO FlNISH(TO MATCHBUILDING)TYP. BED BATH & BED BATH& ° sa= _EXT.F.O.M. HAVE NON-SUP FINISH ��SJ��T1,g81E E AµF.I• Q Z A� ttALL M1L POSTS,RAILS, SECURED GALV..WELDED ON MESH AD\S+�A-AC""pRO��Op BEYON SECURED TO RARING ON ALL \F \RFD OP B E YO N M B E VO N� p MESH,ETC.TO BE SIDES AS INDICATED.KNUCKLE \5 Rp,FUGE'xT OF iusl') W GALVANIZED. OVER ENDS OF ALL CUT OFF H2V1F. EXT.F.O.M. FABRIC,TYP.(05500) NUMBER OF 11' WO - TREADS TO BE why • DETERMINED BY • • Cr K BV RW'C GUARD,(2)O EA.ROD - GALVANIZED STEEL SITE CONDITIONS 11" 1'-0" RAND DESIGNER NOTE CHECKLIST 0 BOLLARD TYP.REF.11 A1.1 / .\ 'TRACTION TREAD' 1 1/2' (MIN.) B. • • gine I 'y a 0 4'x6'MET.RWC LANDING W/INTEGRAL W \ / NOSING 05500 4°R /) ( ) a OPENING1 _ _ ap _0 'I SPLASH BLOCK 02990 ' F 0 Z ( ) 1•-0' 3'x V. 1/4'x 6' SIDE A h SIDE B p ,I PAVING - GALV.LE CO CLIP 9 2 tk CUP ANGLE TOo � 6 aI `I MC12 FRAME& ,N TF9LP 3 0 MC10 TYP. N� Ap$W'TM 4 I- GRADE DISCHARGE R.W.C. & GUARD 202 S ls TEMPORARY BUILDING SIGNAGE 16 s � p HSS 4 x 4 x 0.1875 4"R FIN.FL SOURCE:VER.1.2013 1/2"=V-0" COLUMNS 10 x m x 1 8 rc ( / N.T.S. VER.1.2013 N.T.S. } IL 1/2")BASE PLATE - T &(4)3/4'0 mm� 0 ANCHOR BOLTS TYP. 1 1 2'DIA �"'F 8 U) HANDRAIL 8 Z 12'DIA. --EXPOSED AGGREGATE FINISH. MC 12X10.6 �i 1'GROUT CROWN,TYP. B USE RETARDER&UGHT 'r W - B'H.x 1/4'BENT PLATE RWC QUICK CRETE MODEL pOR-1B, SANDBLAST.USE STANDARD FIN.GRADE V.I.F. GUARDS,(2)AT EACH RWC, COLOR C3,TEXTURE T7-ACID CONIC.AGGREGATE LEARANC LOCATE PER ELEV.BELOW 5'DIA.SCHED./40 FW-w ETCH.(OR EQUIVALENT) EVEAL •I o STL CUP ANGLE GALV.STL PIPE W0 QUICK CRETE PRODUCTS CORP. - 0 - ATTACH TO SLAB 11 4'x6'MET.RWC BOLLARD,GROUT TOP C ZZ PH:951/737-6240 1/2 lA x 4 1/ft Y W/1/2-DIA EXP. i rJ FAX 951/737-7032 ANCHOR BOLTS I o, BOLTS SAFETY YELLOW,TYP. �a <I� � 8'DIA.CLEANOU4 TEE BELOW 12'PTO.COLOR 0 W SALESOQUICKCRETE.COM - CONC.PAVING I CONIC.FOOTING AT / 4 1 2 DIA x 2'EXP.BOLTS TO ('7 0 - SAND OR GRAVEL FlLL, 0 W ( _ fz• •�•: BASE OF STAIRS FOR CM /" __ y,._. WIDTH OF STAIR CIAU TYP.FOR EA.RWC GUARD TYP. U J N -I - - /4'S TOP&BOTTOM EXT.F.O.M. PAVING OR CONC. 10• Y Q Z Q _ 1i GALVANIZED STEEL TRACTION TREAD' CONT.12 GAn2 1/2"STEEL SUB ON GRADE,TYP. 0 r — — i6"MIN. W, NTEGRA'.NOSING(05500) PLATE WELDED TO EACH LL 0 OF - _tll T ti i / I TYPICAL TREAD W/2'EXTENSION N W OW 8 / ABOVE TREAD 6 1/4" RWC TRANSITION AS REQ'D I O Ul WELDED WIRE MESH, 4 V.I.F. EXT.F.O.M. d w 2'DIA.x 5"DEEP GROUT 5'-O' LF 0, WELDED TO CONT.S-L N III II• D Z U 5 pARW\NG ISES, POCKETS FILLED W/NON- FOOD - 4"x6'MET.RWC - O011TNN OF 4\E �'gS SHRINK GROUT BY OTHERS ELE U` TT 510EWA1� (tpl BI^"_ F{iGNT y,M C � VFFl BV RWC GUARD,(2)O EA.RWC _ 4 N O W YFav"�AjiK ON \TECH IN =� Ib CONT.1'S2.BARS \M\RI' RED CONIC.FOOTING L Z x W THE P THE FR ARCH pv,CFD FRB 4'x4'xi'-0'CONCRETE FTC. 1_O+ EA SIDE OF W.W.MESH DFPN IJ-RO T T~ W F WAOJACENT TO CpHGREFE ARE TO BE OM THE SEE STRUCT. TH lOG BACKER&SEALANT'.AT RWC �I= a PR0`ADE DS BAON FR w' aw 5 .1 WAS _ DEEP HAUNCH U Y O LL THF3o U.C.THE �j,ND SETS 1\p1,0 PIPE RAIL OST TYP OFF\ pVl1 O BOLLARD TYP. O _ _ IP B'DIA CAST IRON OR PVC STDRN N . W_ 5� STORFfR ro BE S OpNTACT: ALL FOUR SIDES N _ F. dF TF\E S ARE Bw" CA• CT GRATING SPAN \ / \ � � MF� I CLEANWT TEE �'JRNS ON q`AL 'D_ y v �;., � � Q Q J Z \•.6' CNR 10CT�5 Amp., TO Cd�"p�0 ` DIREOT M� o ) \N VELA I SCREWRSIRAP Cl HU NG W/ DR - 4 y CT " .gyp ()/6 BARS VERT.W/ C O_ T �1pCCRETE T -6240.MOD C�TECRI �\_j/ ...`ca N4g'BE USEDN\. STORMWATER DRAIN REF.CIVIL 18 DIA. /3 TIES 6"D.C.,TYP. 1'-6"SO O BE Z Cl) N a .�R\ ROVAL BY THE BBB �W'\$'TN*_F'}.FOR F� PAVING U z a LL Oa, MANAGER ' SECTION DETAIL(NTS) - � w Z Z a Q BOLLARD DETAIL 15 STL. STAIR SECTION 13 RAINWATER CONDUCTOR&GUARD 12 TYPICAL BOLLARD DETAILS 11 m a y SOURCE:VER.1.2013 1/2"=V-0" SOURCE:VER.1.2013 1/2"=V-V SOURCE:VER.1.2013 1/2"=1'-0" SOURCE:VER.1.2013 1/2"=1'-0" �)( 0 z l� °Q d • 6 O< fO� _.,m N9'iF%NMG WAD• _ g-6• }!C'Q p m rn O OE l"J o<m"e ACCESSIBLE PARKING pRDVIAS BED BATH& - m Ponye SIGN,DESIGN PER RNlpp\O GRAD\ TOPSOIL Q 20'-O' "�w m ro LOCAL REQUIREMENTS EASE EDGE I 1 1 ~m Z m rho �I - - - - - - - - - - - - - - - - - BEYOND a 'VAN ACCESSIBLE' a Q .."as O 0 0 C -ASPHALT PANNG TOOLED JOINT SLOPE I a m Z o 0 -6 �^ SIGN PER LOCAL Q I ff p 0: O>p1 REQUIREMENTS TOOLED EDGE TOOLED EDGE,TYP, w 1'GROUT CROWN SLOPE 6' B. "--I w 6'CONIC.SLAB-REFER - PTD.COLOR'SAFETY TO DETAIL 15/S3.: PAVING,TYP. INOW HIMNG I a Qa YELLOW m m a w 3"DIA.SCHED./40 Q n c PIPE BOLLARD PTD U I COLOR'SAFETY -- -�• �: W IIL 0 d oATe YELLOW MIN.6x6 W1.4xWI.a o IN BID I Prototype Ver.1.2013 10I15/13 ° g a IOWOP El�lBED BATH& 1 PERMIT PAVING WWF REINF. I m ° -f PREPARED I• t "A' SUBGRADE,TYP. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BEYOND xxwxw n VERIFY N l VERIFY CURB PROFILE • W ° ��C DIA.x 24"TIN D -N—'F W/LOCAL STD.& CONIC.FOOTING I - COORDINATE LOCATIONS FO - W/CIVIL DWGS _. TYPICAL ACCESSIBLE PARKING SIGNAGE1 10 CONCRETE PAD DETAIL 09 TYPICAL.CURBDETAILS 08 TEMPORARY HIRING TRAILER SIGNAGE O7 m - " ' " ":SOURCE:VER.1.2013 3/4=l-O SOURCE:VER.1.2013 1/2 =V-0" _ SOURCE:VER.1.2013 N.T.S. i LEI VfV� � 1.2013.07 18'-0" 90• T7' Q 4'-0' 7'-2 3/4' 4-CONIC.W/66 W1.4x WIA WWF PUN VIEW z 1'GROUT CROWN,TYP. __ NOTES: REINF. GRAPH TYVEK SHEET NOT 70 SCALE i. F R TO DETAIL GRAPHIC.SECURE TO 3/4' 'DETECTABLE WARNING'-CURB CD-EXT PLYWD.W 1x2 PR. d• O W 01 A2.F1 OR LOCATION RAMPS SHALL HAVE TRUNCATED TR.BAT ENS ON REVERSE L]��ECTO B'DIA.SCHED./40i GALVANIZED STEEL ( OF'CART CORRAL GALV.STL PIPE IDLING -STE) DOMES PERA.D.A GUIDELINES. SIDETTTE FOR 2 SIDESBOLLARD,GROUT SOUD n - - •i COORDINATE WITH LOCAL A.H.J.. 1 2.CART CORRALPTO.COLOR"SAFETY o - o: SUPPLIED AND INSTALLED CONIC.E.J.O RAMP PERIMETER W YELLOW,TYP. T ANCHOR CART CORRAL BY CONTRACTOR. / o iv TO CONCRETE SLAB PER /3x 12'DOWELS 16'O.C.EMBED 6' WD RL F\�T // SIGN SIDE e SLOPE TOP OF CONCRETE T.O.CONIC - MANUFACTURER'S o LEIS a KI�! BACK OF PLYWOOD- V`.�8ED - INTO RAMP CONIC.TYP. I AWAY FROM BOLLARD RECOMMENDATIONS Irl L - ELEVATION A-A q -y]� ARCIETECT l0 p 'S\ PREVAIUNG AR-1684 MIND 1 " n .. .... ... 4'x4'PR.TR.WD. 0 'H \ O .. :......'..........:'.. POSTS--2x4-- CONIC.FOOTING WD.BRACES STAKE TR. D C- m r F.O.STOREFRONT �qya - ::.:�. _ ...... FIN.DR. X U GALVANIZED STEEL RE'F Ol�O>)7 :; Tffc Lyn$.■000•�Y iv ,i xx TUBING (02990) /q�7 MATE OF SIM M NOTE:CORE THRU SUB � 15'DIA. AND SET BOLLARD AFTER .T COMPACTOR IS INSTALLED C COMPACTED CRUSHED STONE m - F.O.ABUTTING�BLDC. �\ (NO CONIC.FTG.) DRAx1Nc nTL6: 7'-2 3/4, PILASTER a TEMPORARY CONSTRUCTION SITE SIGN AS SPEC'D(10300) DETAILS o COMPACTOR BOLLARD DETAIL 05 CART CORRAL PLAN & ELEVATION 03 CURB RAMP DETAIL1 02 TEMPORARY SITE SIGNAGE 01 A1 .1 o SOURCE:VER.1.2013 112-=1'-0" SOURCE:VER.1.2013 1/2"=l'-0" SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. ri� 1 DEMOLITION KEYED ® NOTES o �3§ NO �cjp.�TF ❑j REMOVE EXIST.VESTIBULE,CANOPY&FOUNDATION,ALUM./GLASS STOREFRONT,ODORS AND 1. DEMOLITION PLAN SHOWS APPROXIMATE LAYOUT OF EXISTING BUILDING AND GNP 0'T IS NOT INTENDED TO REPRESENT"AS-BULLY CONDITIONS.FOLLOW Z OR�'�Nh Ne'^ FRAMES COMPLETELY,RE,INCLUDING HARDWARE,ANCHORS,THRESHOLD,FLOORING,ETC. PROCEDURES OUTLINED IN SECTION 02060 FOR REQUIREMENTS TO VISI 0 DISCONNECT AND REMOVE SECURITY ALARM DEVICES.REFER TO FLOOR PLAN FOR ADDIT.'L 0 Z9 INFORMATION. SITE AND OTHERWISE BECOME FAMILIAR WITH ACTUAL CONDITIONS N p0 NOt'�'ADt REw�„ Nv BIDDING THE WORK. O n I tS ❑ REMOVE EXISTING H.M.DOOR AND FRAME COMPLETELY,INCLUDING HARDWARE,ANCHORS, 2. PRIOR TO ANY DEMOLITION WORK,CONTRACTOR MUST FIE RIFY ALL e WO�S1�OnAF-'1' THRESHOLD,FLOORING,ETC.. DISCONNECT AND REMOVE ANY SECURITY DEVICES. O ^a e EXISTING MECHANICAL,PLUMBING AND ELECTRICAL WO CASED E THE v d W 3 EXISTING CONCRETE SIDEWALK/CURB/ASPHALT TO BE REMOVED AS REQUIRED AT FRONT TENANT SPACE WHICH AFFECTS THE ADJACENT lE SPACES.THE F ❑ BUILDING FACADE BACK TO NEAREST CONSTRUCTION JOINT FOR NEW WORK.PATCH/REPAIR LANDLORD AND THE ADJACENT TENANTS MUST NOTIFIED PRIOR TO ` CONCRETE SIDEWALK&ASPHALT TO MATCH EXISTING FINISH. SHUTDOWN OF ANY SHARED MECHANICAL,P BING AND ELECTRICAL Z SYSTEMS. ❑ DISCONNECT AND REMOVE EXIST.COMPACTOR COMPLETELY,INCLUDING METAL CHUTE, W - CONTAINER,DOOR&FRAME,HARDWARE&ELECT.SERVICE,ETC.. 3. EXISTING CONSTRUCTION SHOWN TO AIN INCLUDING BUT NOT LIMITED TO WALLS,PARTITIONS,DOORS,FIR ETC.AND OTHER ITEMS WHICH BECOME F ❑ REMOVE/REPLACE PORTION OF EXISTING CONDO.SLAB AS REQUIRED FOR INSTALLATION OF NEW EXPOSED DURING CGJSTRUC SHALL BE PROTECTED DURING DEMOLITION. ilt#cSj DEPRESSED DOCK LEVELERS. C.C.70 COORDINATE RE-ROUTING OF ANY BELOW SLAB UTILITIES DAMAGE TO EXISTING CO LOTION SHOWN TO REMAIN SHALL BE DUE TO INSTALLATION OF NEW DEPRESSED DOCK LEVELERS. REFER TO STRUCTURAL RESTORED TD MATCH -DAMAGED CONDITION. o DESIGNER NOTE CHECKLIST y DRAWINGS. 4. PROVIDE ALL NE SARY SHORING,BRACING,AND SUPPORT TO PREVENT yy 0 g REMOVE EXIST.ROOFTOP EQUIPT.(INCLUDING FEEDERS,TRANSFORMERS AND DICONNECTS), MOVEMENT,S LEMENT,OR COLLAPSE OF STRUCTURE OR ELEMENT TO BE w 41 m w p I A B /r, ❑ EXHAUST FANS AND CURBS,SATELLITE DISH,ETC..INFlLL EXISTING ROOF DECK,PATCH AND DEMOLISH AND ADJACENT STRUCTURE OR ELEMENT SHOWN TO REMAIN. az < w A \TJ D E REPAIR E%ISTING ROOF;PROVIDE A WEATHERTIGHT SEAL PROVIDE NEW ROOF OPENINGS FOR SHORI AND BRACING SHALL BE DESIGNED BY CONTRACTOR'S W PR SSIONAL ENGINEER LICENSED IN THE APPLICABLE JURISDICTION. F ALL NEW ROOFTOP EQUIPMENT. REFER TO MECHANICAL DRAWINGS. MAKE ALL REPAIRS TO j THE ROOF IN SUCH A MANNER AS NOT TO VOID ANY EXISTING WARRANTIES. G.C.SHOULD 5. ROVIDE TEMPORARY WEATHER PROTECTION AND SECURITY DEVICES DURING Z EM LOYTHE SAME ROOFING CONTRACTOR THE LANDLORD EMPLOYS TO MAINTAIN THE ROOF INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND INSTALLATION OF NEW CONSTRUCTION TO PP p ENSURE THAT NO WATER LEAKAGE OR DAMAGE GO TO STRUCTURE OR O ❑ REMOVE ROOF DECK AS REQUIRED TO RECEIVE NEW RTU,CURB AND ROOF HATCH,ROOF TO INTERIOR AREAS OF EXISTING BUILDING. DRAINS,OVERFLOWS,ETC.. REF.MECH.DWG,FOR LOCATION. PROVIDE ADDITIONAL SUPPORT O: AS REQUIRED,REF.STRUCTURAL SEE ROOF PLAN SHEET FOR ADDITIONAL ROOFING 6. EXISTING CONCRETE FLOOR SLABS,MASONRY WALLS AND EXISTING 0. INFORMATION. STRUCTURAL FRAMING SYSTEMS SHOWN TO BE REMOVED SHALL BE CLEANLY O SAWCUT FROM EXISTING CONSTRUCTION.COMPLETELY REMOVE FOOTINGS, 4y F __ © REMOVE EXIST.OVERHEAD DOOR COMPLETELY,INCLUDING DOOR,TRACK,DOCK SEALS, FOUNDATIONS AND ABOVEGROUND AND UNDERGROUND CONSTRUCTION. DOFF 0 BUMPERS,ACCESSORIES,ETC.. DISCONNECT AND REMOVE ANY ELECTRICAL AND SECURI ALARM SERVICES. REMOVE PORTION OF EXTERIOR WALL TO INSTALL NEW UNTEL FOR 7. WHERE FINISHES ARE SHOWN TO BE REMOVED FROM EXISTING CONSTRUCTION, �yg3 T DOOR OPENING HEIGHT. REPAIR AND PATCH REMAINING SUBSTRATE AND PREPARE FOR NEW FINISH. REPAIR AND PATCH ALL REMAINING SUBSTRATES THAT WERE ORIGINALLYREMOVE 4Np p - ❑ ELECTRICAL AND/ORANY DOGAS ISERVCE,RCONDS. IUIT,UPLUMBSNGTPIPINGO. I AND VENT A ETC.REMOVE COLIPLETE. OONSTRUCTION.EXISTING FINISHES,BUT WILL NOW BE EXPOSED IN THE NEW V) - MAKE ALL REPAIRS TO THE ROOF IN SUCH A MANNER AS NOT TO V ANY EXISTING 8. SALVAGE MATERIAL AS REQUIRED FOR PATCHING AND INFlLL(SEE DRAWINGS 23 W AREA WARRANTIES. C.C.SHOULD EMPLOY THE SAME ROOFING CONTRA R THE LANDLORD EMPLOYS FOR NEW WORK).SALVAGE MATERIAL SHALL BE CLEANED AND STORED IN A w . TO MAINTAIN THE ROOF WARRANTY(IF APPLICABLE). AREAS AWAY FROM THE DEMOLITION OR UNTIL NEEDED. O �o °7,o - 10 REMOVE EXISTING LIGHTING FIXTURE AT EXTERIOR BACK POINT OF ORIGIN, REF;ELECT. 9. ALL INFlLL OR REPLACEMENT WORK SHALL MATCH EXISTING CONDITIONS IN W N _ A• ❑ DWQS MATERIALS,CONSTRUCTION AND FINISH,UNLESS SPECIFICALLY NOTED W 4.4) (#' ) ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. g U ° it REMOVE PORTION OF EXIST.EXTERIOR WALL A QUIRED FOR NEW DOOR&FRAME/WINDOW. g INSIDE INSIDE 10. REMOVE ALL E%ISTING OBSOLETE MISCELLANEOUS NON-LOADBEARING ITEMS IN 7 d 6 - __ _ F.O.M. - F.O.M. 12 REMOVE ALL COLUMN&FAUX COLUMN LOSURES/WRAPS,ATTACHMENTS,CONDUITS, THEIR ENTIRETY THROUGHOUT TENANT SPACE ABOVE AND BELOW EXISTING 00 W SIGNAGE,ELEC.DEVICES ETC.FROM ISTING BUILDING COLUMNS. PREPARE EXPOSED CEILINGS,INCLUDING(BUT NOT LIMITED TO)PLASTER AND DRYWALL O R COLUMNS FOR NEW FINISHES. PARTITIONS,DOORS,FRAMES,SOFFITS,STUDS,FURRING,INSULATION,CEILING O SUSPENSION SYSTEMS,ETC.PARTICULARLY WHERE EXISTING ITEMS YALL ❑to INSIDE I DE 73 THROUGHOUT THE NEW LEA SPACE,REMOVE ALL EXISTING CEILINGS,SUSPENDED ACOUSTICAL INTERFERE WISH THE INSTALLATION OF NEW CONSTRUCTION,OR WHERE J In Q F.O.M. (R�_A.) ,O.M. AND GYP.BD.,COMPLET INCLUDING:TILES,SUSPENDED GRID,FRAMING,SUSPENDED EXISTING ITEMS WILL BE EXPOSED IN THE NEW CONSTRUCTION,UNLESS C VI} SYSTEM,HANGERS,L FIXTURES,DIFFUSERS,ACCESSORIES,ETC.. DISCONNECT AND REMOVE SPECIFICALLY SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN. Y Q Z Z ELECTRICAL SERVI ,CONDUIT,PLUMBING PIPING,HVAC DUCTING,P.A.SYSTEM,SECURITY REPAIR AND PATCH ALL SURFACES TO REMAIN,WITH MATERIALS MATCHING O< I I CAMERAS,ETC EXISTING CONSTRUCTION,COORDINATE WITH NEW CONSTRUCTION. O 14 REMOVE EXIST.INTERIO:LIGHT FI%TURFS AND ASSOCIATED HANGERS,CONDUIT,ETC. 11. REMOVE ALL EXISTING OBSOLETE PLUMBING,MECHANICAL,AND ELECTRICAL (� ❑ EQUIPMENT IN THEIR ENTIRETY THROUGHOUT TENANT SPACE PARTICULARLY Z - _ - - DOOM TELY TO POINT OF ORIGIN.REF.ELEC.DWGS FOR ADD'L INFO. WHERE EXISTING ITEMS WILL INTERFERE WITH THE INSTALLATION OF NEW 1 Op 1 SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE FLOOR SLAB AS REQUIRED TO INSTALL CONSTRUCTION,OR WHERE EXISTING ITEMS WILL BE EXPOSED IN THE NEW 0 CONSTRUCTION,UNLESS SPECIFICALLY SHOWN ELSEWHERE IN TINE CONTRACT NEW PEDESTALS AND CONDUITS FOR EAS SENSORMATIC SYSTEM. REFER TO ELECTRICAL 0 Z U DOCUMENTS TO REMAIN,WITH MATERIALS MATCHING EXISTING CONSTRUCTION. P fC DRAWINGS FOR ADD.'L INFO.. BACKFlLL TRENCH AND POUR NEW CONIC.SLAB OVER GRANULAR COORDINATE VATH NEW CONSTRUCTION. 4) LU _0 W I BASE;DOWEL INTO EXIST.SLAB W//4 X 12"®24"O.C.. SURFACE OF NEW SLAB TO BE L. } O X FLUSH W/EXISTING SLAB,SMOOTH AND READY TO RECEIVE NEW FINISH. 12. REMOVE AL EXISTING OBSOLETE ROOF MOUNTED MECHANICAL,PLUMBING W F I AND ELECTRICAL EQUIPMENT AND DEVICES IN THEIR ENTIRETY FROM THE -w Q Y O y,> ! 16 REMOVE ALL EXIST.TOILET ACCESSORIES AND PARTITIONS COMPLETE. ROOF OF THE TENANT SPACE PARTICULARLY WHERE EXISTING ITEMS WILL 0) O 2 INTERFERE IOU- ❑ SPECIFICALLY SHOWN TH THE IELSEWHEREIN THE OF ECONTRACTUD CUMENTSETO J j O I t7 REMOVE EXIST.PLUMBING FIXTURES,WATER HEATERS,AND ACCESSORIES IN THEIR ENTIRETY, REMAIN.REPAIR AND PATCH ALL SURFACES TO REMAIN WITH MATERIALS C °RT �- Z UNLESS NOTED OTHERWISE. CAP OFF UTILITIES AND VENT PIPES BELOW SLAB.REF.PLBG. MATCHING EXISTING CONSTRUCTION.COORDINATE WITH NEW CONSTRUCTION. 0 (n Q J I DWGS.. PATCH/REPAIR EXISTING SLAB AND ROOF(DUE TO REMOVAL OF VENT PIPES)TO z O Q RECEIVE NEW FINISH MATERIAL 13. COORDINATE WITH BBB CPM ANY AND ALL EXISTING ITEMS TO BE RE-USED.Na C } 18 SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE FLOOR SLAB AND ROOF AS REQUIRED 14, REMOVE EXISTING JOINT FILLER AS NOTED IN SECTION 09810. O CJ Z W- ¢ TO INSTALL NEW SANITARY PLUMBING/TIE-IN. REFER TO PLUMBING DRAWINGS FOR ADD.'L W Z p h O INFO.. BACKFILL TRENCH AND POUR NEW GONG SLAB OVER GRANULAR BASE;DOWEL INTO 15. EXISTNG FLOOR TO BE CLEANED,SMOOTH,FLAT&PREPARED TO ACCEPT T Q F I D"Ll ST.SLAB W//4 X 10 0 24"D.C.. SURFACE OF NEW SLAB TO BE FLUSH W/EXISTING FLOOR FINISHES AS NOTED IN SECTION 03710.VISUAL INSPECTION OF THE (� B,SMCTH AND READY TO RECEIVE NEW FINISH. ID !L e H .� SLAB IS TO BE PERFORMED BY THE BBB CPM PRIOR TO PUTTING DOWN = ANY FLOOR FINISHES.BBB CPM TO BE NOTIFIED 4 WEEKS IN ADVANCE OVE ALLEXIST.FLOORING,ADHESIVE,TRANSITION STRIPS;AND BASE TRIM WITHIN LEASE PRIOR TO INSTALLING FLOOR FINISHES TO DETERMINE IF THERE'MLL BE A CE&PREPARE FLOOR FOR NEW FLOOR FINISHES.Z O NEED FOR A CHANGE IN FLOOR FINISHES. IF EXISTING FLOOR MASTIC QOCONTAINS ASBESTOS,IT MUST BE REMOVED MECHANICALLY IN LIEU OFOVE EXIST INTERIOR DOORS)AND FRAME(S). CHEMICALLY.IT METAL STUD PARTITIONS TO BE REMOVED IN THEIR ENTIRETY. G.C.IS RESPONSIBLE FOR 16. COLOR OF PATCHING FOR CONCRETE SURFACES TO BE GRAY IN COLOR TO D VERIFYING ACTUAL TYPE OF PARTITION CONSTRUCTION PRIOR TO FINAL BID. MATCH ADJACENT EXISTING SURFACE AS NOTED IN SECTION 03710. - Y2 REMOVE PORTION OF EXIST.INTERIOR WALL AS REQUIRED FOR NEW DOOR&FRAME. 17. C TO FIELD MEASURE THE INSIDE PREMISES AFTER DEMOLITION HAS U C m OCCURRED AND THE DEMISING WALLS ARE INSTALLED.INFORMATION IS TO BE m ¢ N Q ( ❑ REMOVE OR ADDITIONAL OF FL EXIST. INTERIOR TERI R WALLS AS REQUIRED FOR NEW OPENINGS.SEE STRUCT. FORWARDED TO BBB APM&BBB CPM WHEN COMPLETED. O}o 0 0 23 < ,, c, -� _ __ _ 18. GC TO PERFORM MOISTURE TESTING ON THE EXISTING SLAB AFTER ALL OF w- cO _ _ M wZDO� 24 REMOVE EXIST.GYP.BD SOFFITS COMPLETE. THE EXISTING FLOOR FINISHES&MASTIC ARE REMOVED DOWN TO THE BARE �--�-+ H Q m - CONCRETE SURFACE.TEST TO BE PERFORMED IN ACCORDANCE WITH ASTM 4 K=Z 3� I III 25 REMOVE EXIST.INTERIOR ALUM.GLASS STOREFRONT COMPLETE. F-1869.PERFORM THREE(3)TEST LOCATIONS FOR AREAS UP TO 1,ODO SF& Q Do 0- 2 p p AN ADDITIONAL TEST FOR EACH 1,ODO SF.TEST TO BE PLACED NO CLOSER o Q :D N - ❑26 REMOVE EXISTING MEZZANINE COMPLETELY,INCLUDING;DISCONNECT AND REMOVE ALL THAN FIVE(5)FT.FROM THE NEAREST WALL TEST TO BE IN PLACE FOR DO U ELECTRICALS MECHANICAL,PLUMBING SERVICES,ALL PARTITIONS,DOORS,FRAMES,HARDWARE, 60-72 HOURS TESTING TO BE DONE BY A CERTIFIED TESTING AGENCY.TEST LJJ i--I STAIRS,FLOUR,FLOOR FRAMING,COLUMNS SUPPORTING MEZZANINE STRUCTURE ONLY,ETC.. RESULTS TO BE FORWARDED TO BBB APM&BBB CPM. 27 REMOVE EXIST.LANDSCAPING COMPLETE. 19. G.C.TO PERFORM CORE SAMPLES IN AREA OF MEZZANINE TO DETERMINE THE Q to BEARING CAPACITY OF THE SOILS AND ADVISE THE ARCHITECT AND STRUCTURAL REMOVE ALL EXIST.ELECTRICAL DEVICES INCLUDING;PANELS;ELECTRIC FLOOR OUTLETS, ENGINEER OF THEIR FINDINGS.ENGINEER SHALL DETERMINE IF THE SOILS NEED Q I 28 DUIT,SOFFIT LIGHTING,SWATCHES,RECEPTACLES,ETC.COMPLETE. TO BE MODIFIED TO OBTAIN THE MINIMUM REQUIRED BEARING CAPACITY. U 20. DO NOT CHIP OR CRACK THE EXISTING CONCRETE DURING REMOVAL OF olsrreleuriorv: Dare: REMOVE D PROPERLY DISPOSE OF EXIST.SELECTED HVAC DIFFUSERS,DUCTWORK,ETC.. EXISTING FLOOR FINISHES, 29 REFER TO AND MECH.DWGS.FOR ADDITIONAL DEMOLITION REQUIREMENTS AND INFORMATION Prototype Ver.1.2013 10/15/13 S- ( T-- - - - _ REGARDING EX SMOKE EVAC.SYS.EQUIP.TO REMAIN. 21. C.C.TO PROVIDE DUMPSTER AND CONTINUOUS CLEAN-UP DURING DEMOLITION PERMIT XX/ O `J TO PROVIDE A CLEAN AND SAFE WORK SITE. � 30 THE EXISTING CONIC. R SLAB HAS CURLED, GRIND SLAB JOINTS AND APPLY LEVEUNG BID /XX/ Q) INSIDE INSIDE - COMPOUND(REF.SPECS. 10)TO PROVIDE A LEVEL,SMOOTH FLOOR SURFACE. PATCH m I F.O.M. :-( N") ($'-b") (M'-N") (N' ) F.O.M. HOLES IN FLOOR SLAB AND ARE FLOOR SLAB TO RECEIVE NEW FLOOR FINISH. xyjxxin 66 I INSID INSIDE 31 EXIS NO ROOF DRAINS AND'OVERFLO RAINS TO REMAIN. PROTECT DURING CONSTRUCTION F , (#'-f.OVERALL) F.O.M. AND PREPARE FOR REUSE. SNAKE AND SH ALL EXISTING DRAINS TO REMAIN. (B ® 32 REFER TO FIRE PROTECTION DRAW1NGS FOR SELE D FIRE SYSTEM DEMOUTION WORK. CIO _0 I 'an 33 REMOVE ALL WALKER DUCT&FLOOR OUTLETS COMPLEIEL TERMINATE POWER AND STUB BELOW EXISTING ADJACENT GONG SLAB. G.C.TO PATCH/RE CONC.SLAB AS REQUIRED AFTER REMOVAL OF OUTLET TO MATCH EXISTING ADJACENT CON. LAB AND PREPARE SLAB DEMOLITION NOTES 06 m I FOR NEW FLOOR FINISHES. SOURCE:VER.1.2013 N.T.S. 34 REMOVE EXISTING WALL FINISH(INCLUDING SLATWALL,FRP,WALL COVERING, APHICS,BASE, ETC.)BACK TO FACE OF GYP.BD.FINISH.PATCH/REPAIR WALL AS REQUIRED REPARE o WALL TO RECEIVE NEW SCHEDULED FINISHES. EXISTING FIRE ALARM SERVICE EQUIPMENT AND DEVICES TO BE REMOVED COMPLETE. G.C. z I COORDINATE NEW WORK WHH ELEC.AND FA DWGS. jW _.._.( - - Ecra 36 REMOVE EXISTING EMS SYSTEM,PANELS,CONTROLS,WIRING,AND ETC.IN ITS ENTIRETY. XXXXXX Ecr 4- � CHECKED: Ln a 0.7 -- --- --- - - - - - L�jjj "CONTRACTOR'S VERIFICATION OF ISTING CONDITIONS" LICENSED ARCHITECT m EXISTING WALL/PARTITIONS AR•1532 a. TO BE REMOVED I, VERIFIED EXISTING CONDITIONS AND (CONTRACTOR'S ERINTENDENT) T ALL ARCHITECT-REQUEST OVERALL AND INTERMEDIATE DIMENSIONS ON THIS ♦✓ EXISTING WALL/PARTITIONS FT3 A A.1 A.6 A.7 A.8 B.3 B.7 C. C.4 D D.2 E O REMAIN (DATE) DRAWING,(AS DESIGNATED HEREIN "(�'-/")")ON FOLLOWING XXX LYNN 3.NOODBURY - - G PARTIAL OR COMPLETED DEMOUTIOH WORK, SENT STATE OF DANO REMOVED EXISTING SLAB TO BE - A COPY OF THIS ANNOTATED DRAWING TO THE C71 oRavnwc mLE: I ARCHITECT'S OFFICE ON .ALL DIMENSIONS PRO D , O (DATE) DEMOLITION E ARE BELIEVED TO BE TRUE AND ACCURATE. PLAN o DEMOLITION PLAN 03 LEGEND 02 RESURVEY CERTIFICATION EA1 .2 SOURCE:VER.1.2013 1/16=1'-0" SOURC E:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. A° 3 �Z a (6 S NANp�$NOT O 5 Z TO/.RE FOF N15\F TppESST 5 ¢ �Q pET lRN'04�'pO£� N�OFPT TpOR B o 0 D� NBC. 6 � � � W 1Np1NN / o wNg)NPUEO 4_O". TRH' to k0c V O a ix TfD �l//CCY��)) �l/II�Y..�JJ ,��,^,p//' �`/�CC�)) /�� ti3.2. _.,r,N97E aN�NCOpNallts` O' (, E 1 Q Y Q O l t J V i a z of 15»1Ncc,�p eµ Y )A2.1 Portable Fire Extinguishers-Approved,JH 08/26/14 T Y wT. I a Install one(1)portable fire extinguisher on the mezzanine floor. ) g EG ESS W Y I I DISTANCE: DESIGNER NOTE CHECKLIST I I 3"x3"xi/4"SR. ANGLES BETWEENJOS WELD TO TOP 3 FEET H JOISTS. DO NOT ATTACHRD OFTTO ROOF METAL ROOF DECK -- B " i oa J 0 DECK 7 _-_ _ __ _ -_ 7 _-_ _ _ -_ 1 IJ z 0 - --- J - ---I �N ; O -STEEL IST � (1➢L IILOr I 4 Ir 0 MEN-4NE4'A• P�$�6-A- /-1 0 1 L . ® � 11� 6 rU) FIELD HELD AN 6 r ----- 7i a p 0 BRACE SR _-R I (I�L�L'$ �I ��}�7,(�dEE ISUVET�' '[(� �F �NT`j _ I q ES HOME DECOR DUVET SOLID C MF PRINTS ¢ Z ANGLE S"x'-0/4"STI-.ANGLE BRACES I ,Q, a 10 1 '_0 10 3 w O 4'-0"O.C.WELD TO ANGLES I t 0 IFS FS I FI 5. F.5 O TOP CHORD OF JOISTS. (DO I FBII Full PATH OF FBII FwI I W u)Cl NOT ATTACH TO ROOF DECK) ( n N rrrRRR"` LdJ Let l _N - I LdJ L r W I Y L_ EGRESS I ��= 5 [ TRAVEL, TYP. I � rc 5 I - U - -�- -�- -- 5 I - u --�- - D W o- --- - --- _ - -� _ 0 U 1/2"DIA STL.HANGER RODS I r_" I - �I-II DOWN r� .D co O N O 4'-0"O.C.MAX.THREAD I I DOWN I L� .� J Q O ENDS 6"TO RECEIVE DOUBLE I r d PRINTS I 4R1F1TTD O J w ZZY NUT AND WASHER O EA.END I € - - TRASH - - - I TRASH Y Q O LL E D I 4 DIt•�NERWARE I DINNERWARE I 7 1 o D) LU t 0 NOIEL I - _ - - - I - - - - - ❑H SOLIDS _ SOLIDS Z U 1.USE SIMILAR CONNECTION I 1 - I V W WHERE GONDOLA IS I - x - 4- PERPENDICULAR 70 JOISTS. E�ET PRO TYPICAL CABLE CLIPS(REFER CHANNEL TO STOP 8" PROMO 0 Z� FIELD WELD IN PLACE I4 _= TO LEGEND FOR SPACING) BEFORE END OF FIXTURE. I CLOSET W F aN 2.FIELD WELDS TO BE 1/8" BRACE ANGLE TO STEEL I ' L - WOOD TO E%TEND THE I I r'N�' yX1 W FILLET WELDS MIN. CHANNEL r� _ _ _-_ -BADS - L_ J -- (�-4.�ULL�LENGTH. I --- L" LO F w SOFT KTCHE L `/ I SOFT KITCHE --�A� �[1 - SEE N < Y 0 _ _ LL LL i r __ x 6"GONDOLA CHANNEL L_J I = I OJ Q FO I r i COVERLETS CONTRACTOR TO FURNISH k I "' X ' �" COVERLET53 d) -I Z m INSTALL CABLE CLIP SYSTEM I I k I _ _ m O w y 12-0 T.O.STEEL I COFFEE / Z co r - P OWS OUIL TO HANG BANNERS. I _ _ _ COFFEE P OWS ¢ J CABLE/CUP TO BE HUNG O F.R.TREATED CONT.WOOD I I QUILTS Z Q J W CIS x 11.5 GONDOLA CHANNEL I r J 12'-B"A.F.F. BLOCKING �- ILL N 0 o b 4 SUSPENDED FROM JOISTS. REFERENCE 17/E3.3 FOR O ' Z IY "VERIFY ALL GONDOLA CHANN ENGTH OF STEEL CHANNEL I ROWS I I14A��411 THROWS T Z C Tr i LEANT vl MOUNTING DETAILS. CABLE CLEANING I Q 0 0. WALL PLATE k ANGLE LOCA S NTH _ d BE 6"SHORT OF EDGE OF BANNER CONDUITS I �' _ _ WITHIN DEPT.TO BE SPACED I H FIXTURE PLAN 01/A2.1. F RE.REF.01/A2.4 SHALL BE PAINTED WHITEVF� E r-CTRICS U 4 MOUNTED O 2"ABOVE I AISLE APART. CABLE WITHIN I I ELECTRICS 2"x6 OD BLOCKING SECURED IGHTS(IN HBC ONLY). r I HARDWARE FURN CVRS AISLE TO BE CENTERED k HARDWARE FURN CURS TO IN OF OPEN C-CHANNEL 3 __ _ _ _ - - SPACED 2'-1"APART. CABLE 016 BOLTHE TO BE FLUSH TIAFL 4b'FROM LL 0 O MOUNTED. OD BLOCKING MUST - - - ATTACHMENT ABOVE. i r - - - - - I I C U..Q H.B.C. BBB ADJ.DEPT. r U (SEE PLAN BE EVEN W ACE OF F'T CABLE/CLIP TO BE PURCHASED Q a O C-CHANNEL PROTRUDE LESS ® I I THROUGH NATIONAL ACCOUNT I O v THAN 1/4".EX D WOOD 4 r Ly�J QCI�D-RAPES J VENDOR(10300). I ® I DRAPES Z r� BLOCKING 12"BE D THE END r L w M OF THE STEEL CHA L.CUT 0 0 I I O Q Om BACK BLOCKING AF FIXTURE IS I W liOn L3 INSTALLED. KITCHE BASICS m w O O ---- I KITCHEN BASICS I ---FT] O O I Q \\\ $1 H.B.C. GONDOLA CHANNEL DETAIL 10 J KWARE' SHOWER i I OOKWARE SHOWER m amzSOSO _,... 3 fV N.T.S. 9WP 'W I SCCE.FORIE Q o NEET- CO CLSOURCE:VER.1.2013 wO -_ _ mUSAS , SEASONAL ACCESSORIE "iF" III��•••IIIW(((,,,III a f��CC - CIL L I I P-CARE I P-CARE RUGS_J Q I I T-4• RUGS (,� 3/4"DIA.BANNER CONDUIT I - ,LkT�y I oisTRleunoH: ogre: / FURNISHED B INSTALLED N1 �LSEAS ELE L cyY �L -�I I e SEAS ELEC r---1 Prototype Ver.1.2013 10/15/13 THREADED RODS tr CONDUIT 0 HANGERS BY CONTRACTOR, I = J I I PERMIT 0 ALL BANNER CONDUIT SHALL uI q n 1:1 El T XXIMYN BE PTD.WHITE k MTD.2" _ w JT �3-o�J - - I IT _ _ BID XXIMYN 2 ABV.RE IT1 FIXTU3E HOUSING I 15'-3 '-0" -0" 6'-6" 4'-6'7'-"1 2" 10'-0' I J-1 � NEW FIRE RETARDANT CONT. m 2-x6"WOOD BLOCKING(TYP.) I --"' • _ _ I - _�( CAS' SECURED WITH(2)�'8%2 1.3 � 1.3 _ ____ � _ _ I _ _ W FT1 FON 5/8'SELF TAPPING MASONRY I J '" "•J r e o u TOWELS -•,-,J TOWELS � gPw+ SCREWS AT CMU/MASONRY �__ __ AND/OR DRYWALL SCRE T `-- I WRAP ` _ I °--- WRA - PE S LE zC-B' PER LEC (LS p1M EACH STUD.(TYP.) I _ ____ _ I _ 1 -==U - - - _ 1 I 1 Ii°-• STARTING POINT OF CONDUIT `�,�Fr, J I 1P7 FT, m I DIMENSION FROM CLEAR/FlNISHED INSIDE FACE REGISTER BAYS FURNISHED (n 0.7 ----- --- --- - __ OF �,7 - -- ____ --- - -- - - &INSTALLED BY _______.-_ ___y________ _-_ _ -------r------- _ ____ CONTRACTOR REF.A8.4 00 QOR METAL STUD - G.6 BANNER CONDUIT CENTERED 1)A2.15prinkler System-Approved,IN O8/26/14 CART CORRAL LOCATION AND AND EXTENDED TO END OF I a)Install the automatic fire sprinkler system as required to meet NFPA 13. LENGTH TO BE DETERMINED BY w S E D DIMENSION TAKEN FROM CUSTOMER SERVICE DESK h The a BBB ARCH.PROJECT MANAGER I gacH.PRaec7x BBB PROJECTp J approved system shall be installed according to the approved plans.Any alterations shall b muted to I I FACE TO FACE OF REGISTERS FOLLOWING FINAL APPROVAL / the Fire Marshal for review and approval with the concurrence of the State Fire Marshal.All docu Cation OF FRONT ELEVATION (TYPJ XXXXXX 1 requirements shall be sub itted prior to the r est for a final in tlon. CHECKED: Lr) CUSTOMER SERVICE DESK PRECAST CONC.TRASH CAN (02990) ABUT 10 VESTIBULE, FURNISHED 4 INSTALLED BY CURB RAMP REF.02/A1.1 CONTRACTOR,REF.A8.3 A A.1 A.6 A.7 A.8 6.3 8.7 IS .4 �E A A.1 A.6 A.7 A.8 8.3 B.7 C.2 C.4 D D.2 E ABCNN ECT a T AR-1532 ONEW FIRE RETARDANT 3)A2.I,Emergano/Responder Radio Coverage-Approved,IN08/26/14 GENERAL NOTES: N �N NGNnTN have approved radio ding d SECURED NTH(2)BLOCKING X 2� LEGEND I the existing cA new ove age leings vels of the public afiety communi ation systems ge for emergency eofthe jurs within the isdiction sdiction at heleXter of then 1 PRIOR TO ASOCEEDI G NTH THE WORK,AND NOTIFY THE ME REMENTS NTH CORRESPONDING ARCHITECT OR STING MMEDI�DIY OF � TO F\ 5/8"SELF TAPPING MASONRY SYMBOL OE9ptlPTION building.This section shall not require impro menu of the exi Ting public safety communication sys s. SIGNIFICANT DISCREPANCIES USING THE"CONSTRUCTION REQUEST FOR INFORMATION" STONE xxx U SCREWS AT CMU/MASONRY / FORM AND SUPPLEMENTARY CONTRACTOR PROVIDED DETAILS AS REQUIRED. AT\ONS' 4 LYDI&w000lIAIY N AND/OR DRYWALL SCREWS AT 11 `ABLE TO BE HUNG 1'-S"APART(ALIGN CABLE/CLI 2. REFER TO PROJECT MANUAL SECTION 103M FOR DESCRIPTION OF THE DIVISION ` NND BTAT6 0�DAIq EACH STUD.(TYP.) TT .LOOKING TRANSITION STRIP) OF RESPONSIBILITIES BETWEEN BBB,VENDORS AND CONTRACTOR(S). .ANG (h ++ CABLE TO BE HUNG 2'-1"APART(CENTERED ON AISII I A.BANNERS �,�N RECO PNE-SN W\N• O B.CUSTOMER SERVICE DESK BpgT BF`^sFNTM�P{OA -p N• OT ----- BANNER CONDUIT C.REMOTE SERVICE DESKS W),y,TS Cpg�RF�Btu- p.g,x PATH OF EGRESS TRAVEL D.CABLE/CLIP \FAN $ WAS QF DRAWING TITLE: 3. ALL DIMENSIONS SHOWN ARE TO FACE OF PARTITION FINISH UNLESS SPECIFICALLY "E. NNp,MTNM ME CABLE CLIP/ ® PASS-THRU FIXTURE /NOTED OTHERWISE. OPENING STORE FIXTURE/ 0 BUILDING SHALL BE FULLY PROTECTED NTH AUTOMATIC SPRINKLER SYSTEM IN EGRESS PATH ® FIRE EXTINGUISHER ACCORDANCE WITH NFPA 13 REQUIREMENTS. PLAN:INDICATE MINIMUM REQUIREMENT PLAN&NOTgS ' MEZZANINE. FOR FIRE EXTINGUISHERS,INCLUDES EXTINGUISHER AT TOP OF STAIRS TO THE 0 H.B.C. SECTION @ WALL BLOCKING 05 CABLE CLIP& BANNER CONDUIT PLAN 02 JURISDICTIONPPOWDE ADDITIONAL EXTINGUISHERS IF REWIRED BY AUTHORITY HAVING STORE FIXTURE& EGRESS PATH PLAN 01 U o SOURCE:VER.1.2013 1/2"=V-O" SOURCE:VER.1.2013 1/16"=1'•0" SOURCE:VER,1.2013 1/16"=1'-0" �0 �0 x W 80 A B C D E �V EXT.F.O.M.WALL 108'-0" EXT.F.O.M.WALL EXT.F.O.M.WALL 1'-O" _ 6p'-q"I1. EXT.F.O.M.WALL Q 33-3° 24'-9" 24'-0" 24'-0" 1'-0"m DESIGNER NOTE CHECKLIST ° :3Y ; 3 yy K wF W7771 Y6 � O z°d 8 0 2 Sk 0 .I REDS!AREA 3 F I7tIIII4411 4 11 K pp 0 CO ACTOR p�g�''A° 5 F of �I rn 6 e } Z 0 — — w B f I B rF� ° D FW-W 1 I 10 5Zu K Q cff_DL#f#- 0 oc ° ncGaN°nNc FlNµ�, OF I 0 Q SE,DE OR�SO�g3FE v 0 0 NE gU11D1NGWU T VAI a O w G°vFRF1N°p°TM +) w U Ww StOY' 1F° SENNOdTB owP va r1-'�J1 _ qF — - - op x i L aod3 aYU) ¢ tH 1", /4"(c W„ Zt Np ` F � os�y jqRw pLLFLL ++ o Q TMg c _ 1HE g0 pgUNE P� O1NFR "i Z J 0 I $ � < O in 16.6 n•FF.UNTO _ 11�1 g C F- > Q lL p d I I REFER TO STORE FI%TURF U C w Z Z _ LOCATION LAN AOF2.I DO S K F N // ,p1Na•' m a e I L.L 0 i ,MINI k 3 — — — °¢ q1 s Q�s b 06 w 11ON5 A>l• / d,S I PROVIDE AND— p -0 Nn�E � INSTALL WHITE p ., FUSED _ I Jyppp�E. LAMNATHERM E 0 -- � .Q1 q'�`•"' j SLATWALL WITH W <o rn Q *owl, BRUSHED ALUMINUM m w>>p p p VIA �pC�,y I INSERTS 0 3"O.C. Q I- I � Fco ROM 2"AFF TO /�� ofZ VY^� x,,1:P_- Np'1E W I I UNDERSIDE OF I I 1 1 I <<m co iD Mn �� Gw••- PS,�IN� WINDOWS ABOVE. m f V pNO TME SP1 '•+1Q1nN:WM�°'yN01Gn1EMF• _ 2'-a i/2" � p 0 rn rn 9N _aF•� DQ r 2 N 1RF9 M` l•,HEY °+NFlJ�°N — Q 40NyIs Il ' e4;;N lAy,)t490F• m" OR 9WpFN �pNWO E1 Q p0.0.R�ER 9FF V1,11 0 W IJJ / 0°T_VEr'BR�mOvF. Ofolk A M E N"O�•• pVA6)F-•u'^qV� I 1 :ALIGN END F SLATINAL UC23 l AE�T1 �� EDGE OFLOPENING. oisrRisurioN: onr e c tQ 8 Prototype Ver.1.2013 10/15/13 mT EOC °NSPEGFIE° PROVIDE�g I - WITH BRUSHED ALUMIIN M sERnisALL B D MIT XIXX/ 51W-1 315 QT11ER I 3"O.C.AND 2"AFF TO 14'AFF 4B51,Ws 1�g) 1.3 I - (TO INDICATED EXTENTS) 8 XX/ L 1Fl1ANt P1PN ! � � CID i SOS GENERAL NOTES: 0.7 c.5,415 - - - 7 SERVICE CORE" 1. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTION PRIOR 0.6 MEZZANINE Q - TO PROCEEDING WITH THE WORK,AND NOTIFY THE ARCHITECT Z IMMEDIATELY OF SIGNIFICANT DISCREPANCIES USING THE 'CONSTRUCTION REQUEST FOR INFORMATION*FORM AND SUPPLEMENTARY CONTRACTOR-PRODUCED DETAILS AS REQUIRED. ecTn raorecTn 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE XXXXXX 4 DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION.THE '( 36'-0" 4'-8 3-4" 22'-01/2 SEE cnecxeo: (n CONTRACTOR MUST COORDINATE DATUM-LAVED ARCHITECTURAL 02/A6,1 v ELEVATIONS SHOWN WI7H SITE-SPECIFIC ELEVATIONS SHOWN ON 1•_0• 23-10 39'-0" 19'-2 24'-0" CIVIL DRAWINGS. EXT.F.O.M.WALL 1-p" 107'-0" EXT.F.O.M.WALL 3. REFER TO PROJECT MANUAL SECTION 10300 FOR DESCRIPTION OF I LICENSED THE DIVISION OF RESPONSIBILITIES BETWEEN BBB VENDORS AND A A,1 A.6 A.7 A.8 8.3 B.7 C,2 CA D D.2 EFl ARCHITECT 4. CONTRACTOR.COORDINATE ALL METER LOCATIONS WITH CIVIL,PLMB.,AND ELEC.a AR-1632 URAWINGS. q C - 5. COORDINATE TRANSFORMER PAD LOCATION WITH CIVIL do ELEC. Q DRAWINGS >1 6. PROVIDE MIN.5'-0"x5'-0"CONIC.PAD AT ALL EXTERIOR MANDOORS, C PROVIDE EXTERIOR STAIRS WHERE REQUIRED DUE TO SITE CONDITIONS 7. COORDINATE LOCATION AND TYPE F PARKING LOT CART CORRAL u WITH BOB ARCH.PROJECT MGR.(02990) LYNN B.XWOODBURY N M STATE Of NAHO O Ql O - DRAWING IT.: 0 E FLOOR PLAN ,Eo N FLOOR PLAN 01 SOURCE:VER.1.2013 1/16"=V-0" d6 �� z �Q¢ Lu o s. LU W Q Q z I I O 1 TO BE COORDINATED WITH BED W i I I -FINAL LOC47KIN OF DUMPSIER a AIn cwNGEs ro BATH C BEYOND ARCHREC URPL DESIGNER NOTE CHECKLIST STARTING POINT OF 1V-O'(W)x 15'-0' PROTECT MANAGER EGRESS DOOR LOCATION FLOOR FINISH LAYOUT L DUMPSTER PAO CABINET FOR TELEPHONE C OR DOOR SWING MUST CLEAR/FlNISHED (POWER WALL @FIRE AWiM CONTROL 4 W DIMENSIONS L, BE APPROVED BY BBBY INSIDE FACE OF WALL( ASSEMBLY D PANEL(CABINET'Al 0 I TRANSFORMER ON o �Jl1IRECEMNG MAN D SHELF ABOVE POWER z ° d z a W ®IANDING -- TERMINAL WALL 0 13'-0'A.F.F. ASSISTANT -—- - —-— T-—h-—MANeElI 2 rBk Z -- -_' I I 44'B' RREE _xl___ ELER�� LOC.ATIONR 3 4 04 a 114 - 17 � 1 p��yy� a 0 STORE YIAIRS As I H I A" JAIEA a } O - QUIRED T3 4rk. 201 j a VCT-1 r`. Tz CPT-4 6 "1 - - -— N 2-0" �R 44'-4 5/9' a Z 45'-7 5 B t 0 I CC-1 HOLD n CC-1 T _1 RDERMINH BE FTH Lu STORAGE GENERAL I a I WTRRAAN I T3 Ta 1/z^I w vi T2 h W VCT-1 CPT-4 I 4 aW u I T3 VSF-1 --i ---- - TRAFFF C -VSF-2 -- ,�' M of F-11 I °N CASH I j CC-1 SLW 2 9-4 D) ° e� Y Q O I U (HOLD) 15'-1 1 2' S. F- N>. VCT-1 I I U LINE OF FLOORING OLD iv f (0 �J Z Q I TRANSITIONS-TYP. ?9 I y O 0 CPT-4 I (SEE PROTOTYPE I T3 0 F O O FOR REFERENCE)- 8n g I z 1- °z r �__ i TI VSF-1� VSF-1 D W }vim NSIONS TAKEN —E9- - CC-1- -— -� Z LU O-TIME s NOT CC-1 T3 o _ Y F I TO TRANSITION T J Q LL LL $ I STRIP$(7YP) COLUMN TO •�, C d3 BE PAINTED W F 2 a I VSFy1 To MATCH VSF 1 0 Z to Qz 01 A3.1 I sAI�q WALLS FINISH SCHEDULE l>�I N C ORIENTATION - 25'-9 1 B" 14''0" 34'-6" 14' Z Z HOD 04 OLD) (HOLD) 10 ENLARGED MEZZANINE FINISH PLAN 14 — —i — � -TYPFO.O.N. -_— y o SOURCE:VER.1.2013 1/8"=V-0" j r j - Q<l v^ a '-I- STARTING POINT OF `/ Q LL O Z a VSF 2 FLOOR FINISH LAYOUT p V Q U Q - I DIMENSIONS FROM ED -Z. .. Q. • I CC-1 I COLUMN T T3 INSIDE FACE WALL O}p Q O O O T8 I� BE PM 1 m� r CIO N 9 STARTING POINT OF FLOOR I CC-1 TO MATCH Ad O FINISH LAYOUT DIMENSIONS M\ Iil Z cO Do Q f f f FROM CLEAR/FINISHED I 17'-3" 17'-3" I--4-� zF Z^�? CT f f f f INSIDE FACE OF WALL, SLW-1 I ¢m 0Cc,O DO o0 COLUMN TO BE PAINTED I IYP.U.O.N. a„I Z o 0 ?� DELUXE BRIDAL TO MATCH wnu I T3 �F_1 CC-1 tr 112 I ------_�a7/ ff f CPT-5 — T3 co Q I I SERVICE CORE ( ALIGN OUTSIDE EDGE f f f f O I I FLOOR FINISHES1 I I OF TRANSITION STRIP CC-1 I I Q I - 3 DIarRleunoN: DATE: Q II I I T3 MEZZANINE WITH CORNER I I j BRICK ASHLAR STAIR STEP I I --� I I VSF-1 0/ I �.� -� (3-STEP a-INCH OFFSET) _ 1O FLOOR FINIS Es I I Prototype Vef.1.2013 10/15/13 I 9 REF.14/A2.3� I PERMIT XXIX II I I I T2 / ��Pv�%� I I 1 BID XXI I I ('-; L. Tz I I I q sq�q` I I X/Xw MAT-1 `A I CO I ELEC. "" II I 66 COLUMN TO BE FAINTED TO MATCH WALL f f STAIR I T,3 '-0 4v I I I z- - " I _ /VsF-1 ,�•,J a I VSF-1 1.I ====-1 04 04 STORAGE T3 I USTOMER 01 - IM. i3 l i c j f f 1 9 II ' HOLDS 0.7----- -_ _- - - - SERVICE CORE" cc-z 1.3 -- VS-1 oo-llz4�-J 06 --- NISHLAYOUTDIM POINT SOGRI MEZZANINE 1 HED I Q f f i I ,I CART CORRAL LOCATION AND LENGTH NRS DE FACE/Of Wµl. *ERE Z I T4 I PROJECTTO BE MERMINED BY 188 CMAINER TO NO IT L I ppplll �pL�dC 9bB aRo�Ecrx eae vflaEcra Lu QUARTER TURN WOMEN i I MEN APPROVAL OF FRONT ELLVAlION I I I _„ME; V SP XXXXXX N p't CHECKED: 1 7 1 CURB RAMP REF.D2/A1.1 I PR�OE�SUW 3 CT-1 I I CT-1 (SEE ARCHITECTURAL DWGS.) S1'W-2 a5 lDD Z v uYpU(• ppE LICENSED I A A.1 A.6 A.7 A,8 8.3 B.7 C.2 C.4 D D.2 E T ! I I - �� M NpSpNICLFSt��GOORD'W� rARH1532T ( I I I 1 1 1 1 1 y Fl WA DTO J II II I IIIIIIIIIIIIIIy{{III A DGtTW O FLOOR FINISH NOTES: ffff I. VERIFY MEASUREMENTS W1TH CORRESPONDING CONSTRUCTION OR EXISTING CONDITIONS PRIOR lO PROCEEDING WITH THE WORK,AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES LYNN E OF I DBURY U f f f f USING THE"CONSTRUCTION REQUEST FOR INFORMATION"FORM AND SUPPLEMENTARY CONTRACTOR STATE OF DANO �..i iv $ DETAILS AS REQUIRED. 2 4 2. REFER TO PROJECT MANUAL SECTION 10300 FOR DESCRIPTION OF THE DIVISION OF RESPONSIBILITIES ('n 1 01 A3.1 BETWEEN BBB,VENDORS AND 00 TRACTOR(S). FINISH SCHEDULE 3. ALL DIMENSIONS SHOWN ARE TO FACE OF PARTITION FINISH UNLESS SPECIFlCALLY NOTED OTHERWISE. DflAWINC P1lE: MONOLITHIC ORIENTATION 4. PROVIDE ALUMINUM ANGLE CORNER MOULD AT ALL EXPOSED EDGES OF SLATWALL REFER TO DETAILS. Q1 5. DIMENSIONS INDICATE EDGES OF FLOORING MATERIALS(i.e.VSF)N4L EDGE Of TRANSITION STRIPS. FLOOR FINISH PLANS 1 6. ONCE THE CONCRETE FLOOR SLAB IS POURED,IT MUST KEPT CLEAN,FREE OF DOSE,DIRT,PAINTS, Q � STAINS AND TIRE MARKS,UP UNTIL PUNCHLIST.THERE SHALL BE NO STORING OF MATERIALS ON CONCRETE IN AREAS TO RECEIVE THE CONCRETE FINISH TREATMENT.ALL LIFTS TO BE DIAPERED(TO o CARPET TILE INSTALLATION PATTERNS 05 ENLARGED SERVICE CORE FINISH PLAN 04 PREVENT LEAKING FLUIDS FROM REACHING THE FLOOR)AND USE NON-MARKING TIRES. FLOOR FINISH PLAN 01 T• REFER S MS SHALL FOR INTERIOR DICUL LEGEND. A2.3 �2• { 8. CPT-2 SEAMS SHALL RUN PERPENDICULAR TO iTG.DESK. n �J SOURCE:VER.1.2013 N.T.S. i SOURCE:VER.1,2013 1/8"=1'-0" SOURCE:VER.1.2013 1/16"=1'-0" ( o z �QI� LU ul a� 9E1 ❑ EXPOSED TO LU STRUCTURE START NO POINT OF F FROM CLFM/SI ABV I UCHTING DIMENSIOHED NS I DESIGNER NOTE CHECKLIST IONS V 202 V 204 INSIDE FACE OF WALL O D2118 D 13 D 12 ... 0 10 1D 10 GYP.BD. 3 SOFFIT TO TRANSFORMER SHELF i a$ °d i S, m MATCH CLG. 013'-0"A.F.F. J H A8.2. 13/A REF. 1 WS z —_—_—_I—_—_—_�_—_—_ Fk O SOFFIT 0 7'-4' �^ > A.F.F. STARTING POINT OF RECUM WA 2 LIGHTING DIMENSIONS D 7 p ROOF HATCH INSIDE FACE OF NIW HED 0 ALLPf E%POSED 70 D. STRUCTURE 6 0 ABV. SUSP.ACT, �—_"""�I 4._0" c 4._D' -----—- - - C Z TYP.0 V-10" I I S 0 E0. E0. I *oj 6'O" B'-O• 7'0" ]'-U' 7'6" 7 O" 7'-U' 7'-6' 7'-0' S'-0' 8-0' 15'-0"� A I A 0A C h X4Cj� ❑ I �, C C C N I C C C I C LU U) WU I A � q ) Lu H p ❑ I I C —EXPOSED TO 0 w - I o STRUCTURE 0 GONDOLA CHANNEL I C FU O REF:10/A2.1 i A o _Q - - 0 -_--_.ABOVE 4) F W 1 �--- I MEE —�} C C C Ol p Y 2 LL �' NNTg1 w� -_sMNKfC,P,,,U,NG. I 15'-3. 10d°-, 75._3..m w J Z wit r,V• I A'_p^ 9'_ 15'-3" 10'0° tv-3'm z J . VA a II o N� > Q I Z s ARTIwc POINT of q1 0 O a A O o LIGHTING DIMENSIONS - ('x} d U I MEZZANINE R.C. PLAN (LARGE SCALE) 14 i c C FROMGFAR/FINISHED U Q C INSIDE FACE OF WALL, SOURCE:VER.1.2013 1/8=l'-O" 3 LL of a-----I W ^ —© 06 w Q0z G 4 G ° a Q 0 STARTING POINT OF UMNG DIMENSIONS Z FROM CLEAR/FINISHED I C O V>W INSIDE FACE OF WALL ,k.o _ 0 23'-3• q " I / Y_¢O pip p�j C STRUCTURAL /I DO It-}p O O ' O 2-O C STEEL JOISTS, \I\ O- I I 2 0•• q 2, 0 4 TYP.,SEE W Z W 0 ^ STRUC. m DO Y I 2 0 Q Z.-.� ( 4 q C m rq —O° Cr 0o0er 0°%°oa w o 2 - mL' 1 %m N If VOID SPACE II C UNDER STAIRS I i ppre ~' D. C olzinlBUTION: —E: )" rU '4- SOFFIT ototype Ver.1.2013 10/ 15113SFT c ( 7-0'A.F.F. A ' I - - PERMITXXIXX/XX p- I ;4 2•e.3 °° q e I I BID XIXX/ 1 0 SUSP.ACT, I I C C C XIXX/X E%POSED 70 n n TYP.0 7'-10' 1.3 __ I II _ o m EQ Eq. STRUC.ABOVE Y �3' I C 0 W SLOPED GYP. - s /a m A q BD.SOFFIT I � .I q I I N-r P' —GYP.BD. Q7 TIO -Q SOFOFITA.F.F. L Gflj SOFFIT 0 II �— 0,7 Cn T-4"A.F.F. I I - E%POSED TO STRUC.ABOVE Q + Eq. Eq. P Z I VCSTE I SOFFIT PANELS qCR.PROJECTk BBB PROJECT0 CONCEALED P � II CATWALK IN CANOANO PY, ORAwN: cnEONEO: I SEE 03/A6.1 rJ- 24'X 24'ACCESS I I Ea m: a q A A,1 A.6 A.7 A.8 B.3 8.7 C.2 CAD D2 E 000R(oB3oo) LICENSED II —� REFLECTED CEILING NOTES: A AR-1532 R•1632 1. THIS SHEET IS INTENDED TO SHOW GENERAL COORDINATION OF �-• iO I —_ OVERHEAD WORK. REFER TO STRUCTURAL,PLUMBING, ' J I MECHANICAL&ELECTRICAL FOR MORE INFORMATION. O J I I 2. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, O AND N011FY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT XxX f6 DISCREPANCIES USING THE"CONSTRUCTION REQUEST FOR LYNN 8.WOOOBURY ry 5/8'M.R.GYP.BD. INFORMATION°FORM AND SUPPLEMENTARY CONTRACTOR-PROVIDED DETAILS AS REQUIRED, 3. REFER TO PROJECT MANUAL SECTION 10300 FOR DESCRIPTION OF CD THE DIVISION OF RESPONSIBILITIES BETWEEN BBB VENDOR AND CONTRACTOR. DRAWING TITLE: 4. ALL OVERHEAD ITEMS INCLUDING STRUCTURAL DECK,EQUIPMENT, CONDUIT ETC.(WHETHER BY CONTRACTOR OR BBB)SHALL BE REFLECTED CEILING THE G.C.'S RESPONSIBILITY TO PAINT WHITE THROUGHOUT THE O COMPLETE PROJECT DURATION. PLANS SI NOTES E 5. UNISTRUT SFIALL BE MOUNTED SUCH THAT THE OPEN SIDE OF THE CHANNEL IS FACING THE CEILING.UNISTRUT SHALL BE o OFFICE R.C. PLAN (LARGE SCALE) 04 PAINTED TO MATCH THE CEILING' REFLECTED CEILING PLAN 01 A 4 — SOURCE:VER.1.2013 1/8=1'-O" � o .,. SOURCE:VER.1.2013 ill=1'-0" i PROVIDE SECURITY BARS FOR ALL O a ROOF OPENINGS LARGER THAN vi 12"IN EITHER DIMENSION EXCEPT BDII: M�MQ FAo 0 AT ROOF HATCH AND RN'$. 1.Ill ABOVE GRAD ROOF DRAIN LEADERS To BE INSULATE'. u 3 2 REFER TO ARCH.k PLBG DMCS FOR DRAIN!..AND LOCARONS. a a REFER TO PLBG DMDS FOR ROD-OF DRAIN PIPING SECONDARY ROOF O ff H, 7f IXt,MN W/STRAINER O ❑ PFM ROOF O. 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RN-3 c - Ll U (07720 RN-4 ❑O ) MAX.(STAGGER W/BRACKETS - Q 2x PR.TR.WD.BLOCKING I J_ Ul Z Z PREFINISHED MET.GUTTER W/ ^ B F- 0 D. 1-1/4°RIGID CONDUIT 1/4"GALV.WIRE SCREEN O 0 BY ELEC.CONTR. EA.DOWNSPOUT I .� ❑F SECURED TO BAR '- 0 W JOIST AT TWO POINTS .040 PREFINISHED MET.TRIM I F 0 U W/DRIP Z U BONO BEAM,REF:STRUC.FOR _ 0 REINFORCING Z W N Q w CONT.STL ANGLE,REF:STRUC. _ _ _ _ 0 R 4 --�4--- - - ---�- - -- o PREFINISHED MET.R J N U L.T MUZAK CABLE TO - 4°z6° 0 - LL OFFICE E Q j 0 NOTE. STL GIRDER,REF:S Z ROOF PENETRATION/ r'O w uj Q WEATHERHEAD TO BE RWC STRAP °O.C.VERT. O9 OS ¢ z J Fa LOCATED ABOVE CASH OFFICE. I I 2• -0 Z O _J v p 1 N Z LL o w Q Z P.O.S./SATELLITE ANTENNA FLASHING 15 GUTTER DETAIL 14 oeE� GE I I m 0- v i N - SOURCE:VER.1.2013 1"=l'-0" SOURCE:VER.1.2013 11 1/2"=T-0" cN Y'p va��Ri-PRL N 3 _ _ ^/y` LL 0 Z fCR D FOAA w- ON� _--_- - - - - ROOF WALKWAY �/C 1 U^ 0 Q HVAC ROOFTOP UNIT(R.T.U.) PLYWD.ON SHIM ON PR,TR.2x WD.BLKG. ORN�1N01 EQPT O P. ROOF V Q CL • (OTHER EQPT.SIM.) MET.COPING W/CONT.HOOK SHIP,10'MAX.SECTIONS NOTE:TOP OF ROOF CURB 6"WIDE JOINT COVER SET IN SEALANT,TYP. �,PtiP` y,(. = Zp w -0 TO BE LEVEL W/1/2"GAP BETWEEN COPING SECTIONS Np �dEEo_ FRCS r U Q o Q ROOF CURB a N1 dF CAS CLOSE G RTU-2 w w ^TI N QCpSF P Np21 P�K� RTU-5 CRICKET 1.O y SCREW FASTENERS W/NEOPRENE WASHERS 8"O.C. VKW1 p s�G W`� ALL ROOF CURBS MET.FLASHING OVER MEMB. w W 12'WIDE FELT UNDERLAY AT COPING JOINTS � �MpVa I I 1 F¢m_ cO ap COUNTERFLASHING PARpP 3 m oO J 0.D^o0^ HILTI%-CR54 PB 12'O.C.STAGGERED,C'SUNK 1 HOSE BIBS AT Q a uo7 Z o 0 -a > WD.BLHG TO ENSURE MIN.1°MASONRY EMBED HpT� 1'FLAT TERMINATION BAR SECURE 8'O.C. 1&.�G1CN, 2 ROOF HATCH - pS ROOE REF:PLUMBING m O II) CRICKET AT HIGH ROOF SIDE PROVIDE REINFORCED SINGLE PLY MEMBRANE FLASHING 15 PRGH - �- Ham'ROOF �f7 (V OF CURB TIP. AT ALL.VERTICAL ROOF PARAPET CONDITIONS,INSTALL 1F N' 0+�' PRD��ljf�, HATCH QPR.TR.WD.NAILER AT .BLOCKING AND UNDER CONTINUOUS TO INATE OVER THE HE PARAPET COPING PET le,g.00 .0 pR0`OG','(FAAVII, F. GUARDRAILS REF. Q PERIMETERS ECry3GA '1�A BF-1^" 20/A2.5. MEMB ROOFING FLASHING 1NRFpGE(N 05 I MEMB.ROOFING SYSTEM _I NO.15 J.M.HIGH LOAD FASTENERS W/2 3/8" 50R P005 WALKWAY- 2 5 DISTRIBUTION: DnTT=. U ROUND J.M.HIGH LOAD PLATES O 6"O.C.18 GA.METAL DECK CLOSURE : MIN.6 -WIDE MEMB.SH CRICKETIP - RTU-1 I Prototype Ver.1.2013 10/15/13 � .CONY.WELD(TYPJ SATELLITE ANTENNA PERMIT xximn 0 - (18bDISH ON A SKID). � LOCATE ABOVE CASH BID XI RM. SEE DETAIL m _-_ 1.3 -15/A2.5 RN-6 I q X/XX/ ROOF OPENING ANGLE FRAME/ - - --- --{- C6 REF.STRUC. EF,REF:MECH. F -Fu VTR,REF: mPLUMBING -}- ROOF CURB DETAIL 10 ROOFING DETAIL 09 O ;°a5 m SOURCE:VER.1.2013 11 1/2"=V-0" SOURCE:VER.1.2013 11 1/2"-1-0" 5.4 H NOTE: 0.7 - _ - _ ______ _ PROVIDE HOSE BIBB NEAR 7 HATCH(REF:PLUMBING - 0.6 t Q N ) 12"WIDE FELT UNDER JOINT ROOF PLAN NOTES: p z GUARDRAIL O ROOF HATCH 1.VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR EXISTING CONDITIONS PRIOR TO dl HAS BEEN OMITTED FOR W CLARITY. PROCEEDING PATH THE WORK,AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT I MET.JOINT COVER 4"TO 6" DISCREPANCIES USING THE"CONSTRUCTION REQUEST FOR INFORMATION'FORM AND A-Paw Bea PRo� jROOF HATCH(07720) -WIDE SET IN ELASTOMERIC SUPPLEMENTARY CONTRACTOR DETAILS AS REQUIRED. lxxxxxx SEALANT 2.PROVIDE PIPE FLASHINGS,CONDUIT FLASHINGS,AND MANUFACTURED GAS PIPING SUPPORTS AS I cnecKBo: � PTD_3 f�\ SPECO.(07720) II I SEAL TOP OF FLASHING NTH \ - 3.PROVIDE ROOF OPENING STRUCTURAL FRAMES SEE STRUC. _ 7 TELESCOPING SAFETY II FABRIC AND MASTIC 4.PROVIDE SECURITY BARS AT ALL OPENINGS LARGER THAN 12"x 12"EXCEPT AT ROOF HATCH AND 4"z 5 1/2"x 12 GA.STI.. POST(07720) ✓fd PL/DECK CLOSURE AT L MEMBRANE FASTENERS RH'S. A A.1 A.6 A.7 A.8 8.3 8.7 C.2 C.4 D D.2 LICEN rl SED i ROOF HATCH OPENING RADIUS T.O.SIDE RAILS 5.PAINT GAS PIPING COLOR"YELLOW'AS SPECD.(09900). ARCHITECT (ALL SIDES) AR-1532 PTD-3 MET.COPING 6.CONTRACTOR SHALL KEEP ROOF CLEAN OF ALL DEBRIS DURING ALL CONSTRUCTION WORK. - .PROVIDE REINFORCED SINGLE-PLY 7.REFER TO PROJECT MANUAL SECTION 10300 FOR DESCRIPTION OF THE DIVISION OF 0 MEMBRANE FLASHING AT ALL VERTICAL RESPONSIBILITIES BETWEEN BBB VENDORS AND CINJTRACTOR, ROOF PARAPET CONDITIONS,INSTALL B.REFER TO PLUMBING DRAWINGS,MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL ROOF n CONTINUOUS TO TERMINATE OVER HE PENETRATIONS REQUIRING ROOF FLASHING WORK.ALL ROOF PENETRATIONS FOR MINOR ROOF PARAPET BLOCKING AND UNDER HE VENTS AND SIMILAR ITEMS MAY NU BE INDICATED ON THIS ROOF PLAN:HOWEVER,ALL ROOF V PARAPET COPING. FLASHING WORK SHALL BE PROVIDED BY THE ROOFING SUBCONTRACTOR SO AS TO OBTAIN OR XIX MAINTAIN NEW ROOFING WARRANTIES. LYNN S.WOODBURY �� MEMB.BASE/COUNTER-FLASHING 9,ON SELF-DEVELOP RENOVATION PROJECTS,GENERAL CONTRACTOR TO USE LANDLORD'S ROOFER. STATE OF DAHO M FULLY ADHERED TO CMU. IF NOT AVAILABLE,CONTRACTOR SHALL USE A CERTIFIED ROOFER.CONTRACTOR TO BE - - RESPONSIBLE FOR OBTAINING A COPY OF THE EXISTING ROOF WARRANTY.CONTRACTOR IS -� REQUIRED TO CONTACT THE ROOF MANUFACTURER HOLDING THE WARRANTY TO COME OUT AND VERTICAL_VE Y'PREPUNCHED INSPECT PRIOR TO START OF WORK AND PROVIDE A LETTER THAT THE WARRANTY IS STILL IN _ :DRTICAL TERM.BAR SECURE - EFFECT AND THAT NO REPAIRS ARE NEEDED. DRAWING n1LE: E SLIP JOINT/DEFLECTION BENT CLIP ANGLE LAG 8"O.C./SEALANT AT ALL RUNNER TO CONCEALED ND. 'F!NIStIED EDGES 10.STORMWTR FROM ADJACENT TENANTS IS NOT PERMITTED TO FLOW ONTO HE BBB ROOF. O BLOCKING CONT ACTOR TO VERIFY THAT THIS CONDITION DOES NOT EXIST AND COORDINATE RESOLUTION ROOF PLAN, ' PTD-3 NTH THE LANDLORD IF NECCESSARY.CONTRACTOR TO NOTIFY BBB CPM OF SPECIFIC DETAILS&NOTES E CONDITIONS AND THE INTENDED COURSE OF ACTION TO RESOLVE. o ROOF HATCH DETAIL 05 PARAPET DETAIL 04 ROOF PLAN 01 A o SOURCE:VER.1.2013 11 1/2"=T-O" I ,SOURCE:VER.1.2013 3/4"=V-0' SOURCE:VER.1.2013 1/16"=V-0" 2.5 f?_ EXPOSED HSS COLUMN Y K'S Z E HSS BEAM&CUP �O _ "SERVICE CORE" 3 13 ANGLES REF:11/A8.1 vi PARTITION HSS EMBED A8.1 BRAKE METAL CLOSURE OM�q1N Q 0 POST W/AL TO B.O.HSS BEAM SST "pN COVER AL.STOREFRONT BA4A�� a F S O OQ 0 T.G. T.c. 7.c. T.c. I a-1/2 .a 1/2' T.c. T.G. T.G. c. �� w II EQ. EQ. HORIz.SF II EQ. EQ. 03 HOR11*5tOR��f Oa N SECTION SECTIONS FOR WIRE _ MARK ITEM DESCRIPTION MANUFACTURER/PRODUCT REF CHASE,TYP.BOTH A ') •p0 Ho. YBARMST SIDES OF DOORS NEOR BONG-PRELUDE XL-'NH GRID W/ REL O a ACOUSTICAL CEILING #769- LINC TILE #769-WH CORTEGA COLORTONE PANELS (09510) � � � � r � q,7 q,8 B.3 B.7 C.2 W NEW SLABS:DIAMOND QUEST14'-5 3 4 11'-9 1 2" 12-4 5 8" R CC-1 CONCRETE TREATMENT EXISTING SLABS:ARDEX SD-T W/DIAMOND (09810) -o �- \\ \ T.G. // T.C. F 3 1/2 / / / WQUEST ARDEX VERSION \ \ O6 / _ 38'-O"M.O. O CC-2 CONCRETE SEALER DIAMOND GUARD (09810) \ A8.1 L / 0, DESIGNER NOTE CHECKUST T.G. TG 7.G. C°I 4 EQUAL LITESL 6 EQUAL LITES MCCUE;MODEL#BED-20, f -� \ STEEL FRAME REINFORCING BEYOND m 0 CG-1 WALL CORNER GUARD (10300) EE STRUC.FOR < a 3 COLOR:coa GREY : 16 m / / f�SB_ASPEPLATE \ FOR AL STOREFRONT.REF:STRUC. R w NO DUE;MODEL ED-21, ei / / 100LUMN DTL : \ A'8.1 (10)SHADE SYSTEM,MTD.TO o o a WALL CORNER GUARD (10300) T.G. / / T.G :::T;G.:�: : I \ T.G. F COLOR:DARK PUTTY ❑ / J STOREFRONT SYSTEM.(08800) z a 1z Z CPT-1 CARPET J&J INDUSTRIES(NA3100)BROADLOOM (09680) 2 p o EQ. SEE 11/A3.2 FOR DOOR TYPE EQ, INSTALL BBB-300 3'-0" SEE it/A3.2 FOR DOOR TYPE 1'-6" Lc. Lc. t.c. I.G. I.C. Lc. I.C. I.G. I.C. I.G. < CPT-2 'NOT USED' WINDOW FILM WHERE X 11 ELEVATION 1 DCUSTOMERR ESK ABUTS HEE ELEVATION 2 11 ❑❑ 3 0 CPT-3 'NOT USED" SF-OZ (OSC50 SIDE)800) SF-03 "'iv 7 >� LY CPT-4 CARPET TILE J&J INDUSTRIES(NA3127)INSTALL (09680) p G G G G G GI G G G G \ 5 3 _ tt 0 PATTERN TO BE"BRICK ASHLAR STAIR STEP' VESTIBULE ELEVATIONS 18 a }� MOHAWK CARPET-(NA3446)INSTALL B.O.HSS .: 'vw ..: h CPT-5 CARPET TILE(DER&FTC) PATTERN TO BE"QUARTER TURN" (09580) $EE 11�A81� C ""w SOURCE:VER.1.2013 1/4"=1'-0" - z 0 CT-1 FLOOR TILE BRONZE MATTE (09310) ;: ` '' : - LG. IG IC Z ... ry .j CT-2 °NOT USED" :.: :I O ... .: w N CT-3 'NOT USED" ud CT-4 CERAMIC WALL TILE STACK BOND MOSAIC COLOR:BEIGE (09310) TIGT.1 C TIG TIG TIC 0 CT-5 CERAMIC WALL TILE 4'X12' COLOR:IVORY (09310) / / \ �, \ .......................... : ,:.. ... :............. ...... [I N 4"X12' COLOR:IVORY C T.I. ' Z CT-6 CERAMIC WALL TILE W/LONG GLAZED EDGE (09310) j � ❑❑ ///�� Z Z MCCUE;BED-30 COLOR:COOL GREY \\ ❑\❑❑/❑ / w`i Y Q Q O FCG FLOOR CORNER GUARD (REWIRED ONLY IF COORDINATE PEDESTALS (1031X1) ^ \ \\ / T.I.G. T.I.G. T.I.G. T.I.G. T.I.G. T.I.C. N w U. ARE INSTALLED,COORDINATE W/GPM) L V `� Z U FMB FLOOR MOUNTED BUMPER MCCUE;BED-25 COLOR:GREY (10300) ---- ------ --J L---_-❑--__- ,_ uF 1 1/4" 1 5/8" NOTE. NB-1 O1 r Z U FRP-1 FRP WALL PANEL MARUTE(P-100,WHITE (10300) ` 6'HIGH CONCRETE CURB N.. REFER TO DOOR TYPES 11/A3.2 FOR 61NT.SIDE SFQi A •) O W \ INFORMATION REGARDING AUTO.SLIDING ONLY NOTE: 0 Lu N Q MAT-1 ENTRANCE MAT(VESTIBULE) MATWORKS-#1004109-018018-100, (10300) ENTRANCE DOOR 01 Z T.I.G."INDICATES TEMPERED, L X w RELEASABLE ADHESIVE MW-REL-100 INSULATING GLASS 0 O w 2 14'-0 1/2"R.O. G) ¢ Y O LL>- PL POWERUNKS MATWORKS (10300) �, 2 3/16° 3/4° 1 5/8" N 00 � _ w '� (06200) BURKE MERCER 9800 a� NOTE: c (L w LAM- PLASTIC LAMINATE R r WILSOIJART 669-60N NATURAL TIGRIS, T Q < MATTE FINISH - O BURKE MERCER I710 Z (CARPET TO CONCRETE) Tz TOTAL SO. FT. OF EXTERIOR o w (VCT/VSF TO CARPET)OR(VSF TO MAT-1) � Z co Q .LAM- "NOT USED" J =r GLAZING = 665 S.F. � z 0 � y 0 .LAM- "NOT USED" O ~ Z LL tt Of Q Z_ a .LAM-4 PLASTIC LAMINATE FORMICA#3696-58 SHOJI SCREEN (06200) 0) (� STOREFRONT 11 m a = = PTD-1 PAINT BEN.MOORE#374-01,WHITE (09900) SOURCE:VER.1.2013 1/4"=V-0" 06 00 Q PTD-2 PAINT BEN.MOORE COLOR 0967 CLOUD WHITE (09900) ROOM WALL FINISHES PTD-3 PAINT BEN.MOORE COLOR#861 SHALE (09900) p BEN.MOORE COLOR READY MIX WHITE BURKE MERCER SR BURKE MERCER#930&9970 RM. ROOM MATERIAL CEILING MATERIAL WALL MATERIAL/PAINT COLOR:REF A23 FOR ORIENTATION p w lil PTD-4 PAINT (09900) T3 #63_.. T4 (#110 UNE) (VCT/VSF TO CONCRETE) (VSF TO CT) / NAME REF.A2.3 BASE /pgINT COLOR C.G.HT. 1 2 3 4 REMARKS w ¢O N PTD-5 PAINT BEN.MOORE#1550 CUMULUS CLOUD MAT-1/ _ - - _ VWC-1 TO 10'-9"HGT./SLATWALL ABV.TO 14--0" m O o O 1 Q (09900) 101 VESTIBULE pL VB-3 OPEN VN'C-1/SLW-1 WAIT BUMPERS ON ALL WALLS \\ w Do 3 VARIES/ OPEN STRUCTURE/ CMU/GYP./PTD-1 I I ¢m Z Do PTD-6 PAINT BEN.MOORE#1594,SHAKER GRAY (09900) 102 SALES AREA REF.:A2.3 VB-3• PTD-4 - SLW-1 CMU/PTD-1 CMU/PTID CMU/PTD-1 "=SEE NOTE#4 ¢ Z^^ OPEN STRUCTURE/ m a p O m m 0 PTD-7 PAINT BEN.MOORE#OC-5,MARITIME WHITE GyW1F- 103 PRE-SALES•A• CC-2 - Pm-4 - - - - CMU/PmD I (SEE NOTE#5 BELOW) o N Z (09900) - �iW, CW1C g1E� 10 OPEN STRUCTURE/ •=PLYWD.4'-O"HGT. m O PTD-8 "NOT USED' pP, FRRd GE Nt RO'M• 104 RECEIVING CC-2 - Pro_a - - CMU/PTD-1 CMU/GYP./P1D-1• CMU/CYP./PTD-1" (SEE NOTE/5 BELOW) _ ,00�ls BE1WN OPEN STRUCTURE/ PTD-9 PAINT BEN.MOORE#AC-4,YOSEMITE SAND (09900) VINYL STRIP NOt THE. NO A 105 F.T.G.PRE-SALES CC-2 - Pm_4 - - - - _ (SEE NOTE#5 BELOW) m SLW-1 SLATWALL-WHITE MARTITE (10300) FLOORING �'_�x +•- Ra��.M, fpORp1NA� 106 MEN'S TOILET CT-1 4" M.R.GYP TD-7 7'-10• M.R.GYP./PTD-7 M.R.GYP./PM-7 M.R.GYP./PM-7 M.R.GYP./P1D-7 CER.TILE TO 5'-0"H 5�1"^n_ _ 5 CT-1 /P CT-6 CT-5 CT-4 CT-6/CT-5/CT-4 CT-6 CT-5 CT-4 CT-6/CT-5/CT-4 SEE NOTES/6,B7&#8 CONCRETE USA• OO-1-go ..0 5 i't+"' 4" M.R.GYP./PTD-7 M.R.GYP./PTD-7 M.R.GYP./PTD-7 M.R.GYP./PTD-7 CER.TILE TO V-0"H SLAB ,pR030rU p th FALT y1 107 WYHAEN'S TOILET CT-1 CT_i M.R.GYP/PTD-7 7'-10' CT-6/CT-5/CT-4 CT-6/CT-5/CT-4 CT-6/CT- CT-4 CT-6/CT-5/CT-4 SEE NOTES/6,#7&#8 DISTRIBUTION: Dare: SLW-2 SLATWALL-MAPLE MARTITE (10300) W(` �RF. 1ED -#pM �p FRS' 1NE M' 1 P GYP/PTD-2 GYP/PTD-2 GYP/PTD-2 GYP/PTD-2 Prototype Ver.1.2013 10/15/13 0a 1YL OR 108 CUSTOMER HOLDS CC-2 VB-3 EXPOSED STRUC. SLW-3 SLATWALL-NUTMEG CHERRY MARUTE,COLOR:#W272 (10300) - "<q vv�TWWBA� WL A Lam ,Nw (LEA PERMIT 08/07/14 ROTM' S'T� OIL A SNf$ 109 BREAK VCT-1 VB-3 SUSP ACT-1 7'-10" GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 SILICONE CAULK STaGWK�•cA` � ...,cFtT �F•F` BID XIX SLW-4 SLATWALL-BLACK MARUTE 10300 COLOR TO Y.E• WW-BttpRE'"� OPEN 57RUC1URE/ ( ) ( - 110 F.T.C. CPT-5 VB-3• _ _ _ GYP TD-1 - "=SEE NOTE N4 ' MATCH ADJACENT - Nl�' CA� WL� PTD-4 /f' t CITY REIVEW IXXI SS-1 SDLD SURFACE®RESTROOM HUGHES SUPPLY#BBB-4000 (06200) SURFACE) 1�' 111 JANITOR VCT-1 VB-3 EXPOSED STRUC. _ M.P.TIC Z./ N.P.TIG 2./ M.PTIG 2./ M.PTIC1'2./ FRP-1 TO 6'-0"HGT.0 ALL WALLS COUNTERS T1 TRANSITION STRIP BURKE MERCER a • " T2 DELUXE BRIDAL CPT-5 - SUSP ACT-1•* 7'-10' CYP./PTD-5 GYP./PM-5 GYP./PTD-5 FINISHED PANELS WALL BASE BY ICS/COLONY••=SOUND ATTENUATION BATT Q #800 COLDR:701(BLACK) (09650) EXPANSION REGISTRY OFFICE INSUL.ABOVE CEILING(SEE NOTE 7 BELOW FOR CARPET) JOINT �'�x 113 CORRIDOR VSF-1 VB-3 SUSP ACT-1 7'-10• GYP/VWC-2 GYP/VWC-2 GYP/VWC-2 GYP./VWC-2 T2 TRANSITION STRIP BURKE MERCER#710 COLOR:701(BLACK) (09650) VSF-1/ OPEN STRUC./ •=AS SPEC'D.VCT-1 O LANDING(09650) BURKE MERCER#643-R NOTE: 114 STAIR CORRIDOR VCT_1• VB-3 - CYP/PTD-2 CYP/PTD-2 GYP/PTD-2 GYP/PTO-2 T3 TRANSITION STRIP COLOR:70/ BLACK (09650) CUT EXISTING EXPANSION JOINT DOWN TO ALLOW PTD-4&SUSP ACT-1 STAIR TREADS&RISERS COLOR 2D4 09650 (BLACK) FOR CAULK TO BE PLACED WITHIN THE JOINT. 115 ELECTRICAL"B" CC-2 - EXPOSED STRUC. _ TYPE-X GYP./ TYPE-X GYP./ TYPE-X GYP./ TYPE-X GYP./ TAPE&FLOAT®GYP.BD.ONLY BURKE MERCER#930&970 UNPTD UNPTD UNPTD UNPTD T4 TRANSITION STRIP COLOR:701(BLACK) (09650) OPEN STRUCTURE/ AUK IOINT(WHERE APP AB P1 116 PRE-SALES'B" CC-2 - PTD-4 - - CMU/PTD-1 CMU/PmD 1 - (SEE NOTE#5 BELOW) T5 TRANSITION STRIP JOHNSONITE#EJS130 COLOR:SISAL (09650) T5 (VSF TO VSF) T6 TRANSITION STRIP BURKE-MERCER#543 COLOR:701(BLACK) (09650) 201 STORE MANAGER CPT-4 VR-3 SUSP ACT-1 7'-10" GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 GYP./PTO-2 O TRANSITION STRIP BURKE-MERCER#735 COLOR:701(BLACK) (09650) 202 ASSISTANT MANAGER CPT-4 VB-3 SUSP ACT-1 7'-10" GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 GYP./PTO-2 ARCH PR VB-1 "NOT USED- 203 CASH OFFICE CPT-4 VB-3 SUSP ACT-1 7'-10' GYP./PM-2 GYP./PTD-2 GYP./PTD-2 GYP./PLYWO./PTD-2 V VB-2 "NOT USED" 3/8-MIN.THICK 204 BREAKROOM VCT-1 VB-3 SUSP ACT-1 7'-10" GYP./PTD-2 GYP./PM-2 GYP./PTD-2 GYP./PTD-2 ARDE SD TX FLOORING TRANSITION LINE 205 GENERAL OFFICE CPT-4 VB-3 SUSP ACT-1 7'-10" GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 LICENSED VB-3 VINYL BASE BURKE MERCER COLOR 701,BUCK (09650) PROVIDE A•DEEP ARCHITECT 'O SA UT AT END PER A2.3 T3 VCT-1 WNYL COMPOSITION TILE ARMSTRONG IMPERIAL TEXTURE (09850 OF ARDEX MRP 206 STORAGE'C" VCT-1 VB-3 EXPOSED STRUC. - GYP./PTD-2 GYP./PTI)-2 GYP./PTD-2 GYP./PTD-2 AR-t 532 COLOR:FIELD GREY 51927 ) WHERE CC-1 VSF 3/8'MIN.THICK ARDEX SD-T 207 ("RESERVED') VCT-2 WNYL COMPOSITION TILE JOHNSOOPTIMA 897-SLATE' E'(REO COLOR: (09650 MEETS CC-2 PASSENGER OPTIMA 897"SLATE"(REND.PROJECTS) ) VSF ARDEX VSF-1 ELEVATOR CAR \ VSF-1 VINYL STRIP FLOORING SHAW INDUSTRIES"OAK'(NA3003) (09650) T6 BURKE ERRCFR tl� n BURKE MERCER M735 FREIGHT/SERVICE ALUM.CHECKER \ 0 (VCT TO VSF) 0 (VSF TO ARDEX) ELEVATOR CAR PLATE LYNN XXX VSF-2 VINYL STRIP FLOORING STYLE AFC9324E"CHERRY" (09650) STATE OF IDAHO BUR ARDEX MR ARDEX SD-T GENERAL FINISH NOTES: VWC-1 VINYL WALLCOVERING WOLF-CORDON#WG 2121772,54•WIDE (0972D) 1. REFER TO 01 PROVIDE ARDEX ARP FINISH TAPERED EXTEND ARDEX SD-T /A2.3 FOR COLUMN TREATMENTS. WOLF-GORDON#G5817175, DOWN AND SANDED SMOOTH FROM A MIN.9"INTO VSF 2. PROVIDE WALL CORNER GUARDS(10300)AT ALL INTERIOR PARTITION OUTSIDE CORNERS/REF.A7.2 VWC-2 VINYL WALLCOVERINC ^ggl,pNDA DARKER',54'WIDE (09720) SD-T INTO VSF AREA OVER A MIN. AREAS 3. PROVIDE WALL BUMPERS(10300)AT INTERIOR PARTITIONS,/REF.A7.2 12'DISTANCE. 4. BASE ONLY ON EXPOSED GYP.BD.(I.E.NOT BEHIND STORE FIXTURES)AT SALES AREA-TYP.0 ENTRANCE AREA AND 3 ON-ING TITLE: MCCUE;MODEL:BED-5, 2 4 WB-1 WALL BUMPER COLOR:COOL GREY (10300) PROVIDE TO EACH SIDE OF EXIT DOORS. 1 5. PROVIDE 5/8"FR.TR.PLYNB.TO 4'-0"AFF OVER GYP.BD.IN RECEIVING&PRE-SALES AREAS ON ALL GYP. REF: FINISH SGHED., WB-2 WALL BUMPER MCCUE;MODEL:BED-6, 1G300 Bo.PARnnON/WALLS,PAINT PTD-1. STOREFRONT TYPES& COLCR:DARK PUTTY ( ) 6. CUT FULL FLOOR TILES IN HALF THEN TRIM AS REQUIRED TO CREATE 4"TILES TO BE USED AS BASE TILES. G VESTIBULE ELEVS. INSTALL BASE TILES WITH THE CUT EDGE AT THE FLOOR. INTERIOR FINISHES LEGEND 05 FLOOR TRANSITION STRIPS 04 FLOOR LEVELING DETAIL 03 7. TILES SHALL BE ARRANGED IN QUARTER TURN(ALTERNATING)PATTERN PER MANUFACTURERS CRITERIA. FINISH SCHEDULE 01 ,�, SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 12"=1'-O" SOURCE:VER.1.2013 12"=1'-O" 8. PROVIDE TILES KITH LONG GLAZED EDGE ORIENTED ALONG TOP EDGE. SOURCE:VER.12013 N.T.S. A31% FINISH HARDWARE SCHEDULE (FOR MORE INFO SEE 08710) s HDWR MODEL HDWR MODEL HO. MOD0. dLLL1OIgNG O �R7H E! SET# OTV. DESCRIPTION SET/ OTY. N DESCRIPTION SET/ Ott. DESCRIPTION TO 40 Q a 0 0 _.�.nLFJty"OOR FIJ1 p00R& Q et Z WWK"H.M."�.M'-EN PNN 4'-0' O O S A HARDWARE SET N0.1: AL AUTOMATIC SLIDING ENTRANCE DOOR(DOOR 101,103) 6. HARDWARE SET NO.6: HM EXTERIOR DOOR(DOOR 10B;LOCATED AT RECEIVING RM.) 12•.., HARDWAREHM INTERIOR DOOR(DOOR 201.202) 1F7'AN CCA'� FRAME O.A. 0 n CI D3 R'FLU 6'x30" I DEAD BOLT 86 A 24'x30' 1-WAY 24'x38' LOCX O W 1 513 ADHESIVE SIGN'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 3 H1 FULL MORTISE HINGES(NRP) 3 H2 L11OR11SEHINGES LOUVERS MIRROR VISION LITE FRAME O.A. pULL HANDLE(BOCA) I CI PARALLEL ARM CLOSER(INTERIOR SIDE) I L1 4'HM HEAD WHERE SCHED.w1 C01 BRASS CONTRUCTION CORE 1 K1 KICKPLATE 10'x34"(INTERIOR SIDE) I S1 TOP 03 SIM.THRESHOLD,FURNISHED BY THE AUTOMATIC SUDINC ENTRANCE DOOR ALUMINUM SADDLE THRESHOLD 1/2"x 5"(ADA COMPLIANT) I C01 UCTION CORE EXIT ALARM, \ \ sd \ OMANUFACTURER 1 T1 W/NEOPRENE GASKET. \ /� \ DESIGNER NOTE CHECKLIST m WHEREXSCHED.CE T.G. b / / / C 1 WI WEATHERSTRIPPING,JAMBS,&HEAD 13• HARDWARE SET NO,13, HM INTERIOR DOOR(DOOR 203) 1 DC2 DOOR BOTTOM W 3 H1 FULL MORTISE HINGES(NRP) ——-i i a ' unTrc 1 V1 'DOOR SPY SECURITY DOOR VIEWER 1 L6 LOCKSET FH YMERE PAIR O�S © © EA 8-4482D © ® T yy 9 F 9 1, ALL OTHER DOOR FINISH HARDWARE SHALL BE FURNISHED BY THE ALUMINUM 1 E1 E%IT DEVICE W/EXIT ALARM,EXIT ALARM CYLINDER,&OUTSIDE TRIM SCHED. 1 C2 9'-0'UNIT 14'-0"UNIT 2 b j DOOR MANUFACTURER/INSTALLER AS SPECIFIED IN SECTION 08410-ALUMINUM PARALLEL ARM CLOSER GENERAL OFFICE SIDE HIGH-LIFT ENTRANCE DOORS AND STOREFRONT. 2 CY4 RIM CYLINDER(INTERIOR&EXTERIOR SIDE) 1 WS-1 WALL STOP TRACK I.S.A.DECAL, 12 3 d B"x6'MIN. 4 0 p Opt BRASS CONSTRUCTION CORE 1 VIF 'DOOR SPY SECURITY DOOR NEWER y re 0 1 R01 DOOR DRIP CAP 1 COI BRASS CONSTRUCTION CORE / / \ 8 Ea � T.G. T.G DOOR SIGNS AS �T.G.. / ;TG.. T.G. \ T.G.IL DETENTION PULL(INTERIOR SIDE) / // SPEC�D(10300) \ZBOTE; DOOR 70 BE UNDERCUT BY 1 3/4'. \ 0 .T HARDWARE SET NO,2• AL AUTOMATIC SLIDING ENTRANCE DOOR(DOOR 102;INTERIOR AT VESTIBULE) / / -1 \\ _i - 8 Iva R0 L \ 9 i W NOTES: •r T.G. \ T.G. ON VESTIBULE T.G. f14. d SIDE ONLY — xy^ 10 10p / HARDWARE SET No.74: HM INTERIOR DOOR(DOOR 204) \ / 0 1 ADHESIVE SIGN'THIS DOOR TO REMAIN UNLOCKED BMRINB-BYiIMGCbXBtlR£' •( G.C.TO INSTALL DECAL SIGN WHICH STATES,'EMERGENCY EXIT ONLY,ALARM WILL F w 513 (BOCA) 1s:lxx+G�Iy.ax�ix-�1S SOUND".THIS DECAL WILL BE PROVIDED IN THE BOX FOR THE PANIC DEVICE. T.G. \\ LG.\\ T.G.\\ //T.G. / G. g U 3 H2 FULL MORTISE HINGES \ / i Ell K 1 C01 BRASS CONSTRUCTION CORE AUTOMATIC 0:d T l2 PASSAGE LOCKSET BBB-89A 05 � 05 0¢ • THRESHOLD,FURNISHED BY THE AUTOMATIC SLIDING ENTRANCE DOOR - BB —S3 SLIDING DOOR(S) BB3-1 U U 1 K2 W/EMERGENCY (x') 0 u MANUFACTURER KICKPLATE 10"x 40"(GENERAL OFFICE SIDE) — BREAKOUT Z 7. HARDWARE SET No.7: HM INTERIOR DOOR(DOOR 117,122) DOORS TYP. C J N 1 St FLOOR DOME STOP (1 BREAKOUT PANEL ONLY) Y Q Z Q 3 H2 FULL MORTISE HINGES 0 0 1 5 HARDWARECABINETA SET ND.15: ROOF HATCH(LOCATED AT GENERAL OFFICE); uj ❑F• NOTES, 1 L3 LOCKSET (LOCATED AT RECEIVING) S •� U y. 1, ALL OTHER DOOR FINISH HARDWARE SHALL BE FURNISHED BY THE ALUMINUM (OJ F 1 51 FLOOR DOME STOP DOOR MANUFACTURER/INSTALLER AS SPECIFIED IN SECTION 08410-ALUMINUM 1 PLI PADLOCK WITH SHACKLE 0 FENTRANCE DOORS AND STOREFRONT. 1 C2 REGULAR ARM CLOSER(PULL SIDE) 1 C01 BRASS CONSTRUCTION CORE S VLE SEE.O' 2, �,NE 4LN L ZD LL N Q VILE SW UST' And 0 0 W 1 001 BRASS CONSTRUCTION CORE (FR D 5 gLFORLL •4,• F - (F OµOAMTL' A y TME°RFS,aF TME ME u�HCBE) O Q B� ��cD W Q '�6• HARDWARE SET N0,16: HM INTERIOR DOOR(DOOR 123) OD NOT ,NUM •Ig S V%,,USA NUy,BFR C '� J} W A PpON w°U•scM TD• ADD LPM•. CI m Z J _ 3 H2 FULL MORTISE HINGES fi CNNN� TSNh1N Z N 0 $• HARDWARE SET No.a: DOUBLE ACTING IMPACT DOOR(DOORS 110&111 AT 1 K2 KICKPLATE 10'x 40'(PUSH SIDE) kFWK NON,P NA PNTN�g N C 0 Z Z_ �D m 01 C 6 VARIOUS INTERIOR LOCATIONS) U I S/ FLOOR DOME STOP 3. HARDWARE SET N0.3: HM EXTERIOR DOOR(DOOR 104) DOOR TYPES 11 m a I-U1 1. ALL DOOR FINISH HARDWARE WILL BE FURNISHED BY THE DOUBLE-ACTING I C2 PARALLEL ARM CLOSER(PUSH SIDE) Z p IMPACT DOOR MANUFACTURER AND INSTALLED BY THE CONTRACTOR SOURCE:VER.1.2011 N.T.S. rlx w LL 0 Z 3 H1 FULL MORTISE HINGES(NRP) I TRI KEYPAD LDCKSET v`) L),� U Q 2, REFER TO SECTION 08300-SPECIAL DOORS. DOOR FRAME � 1 E2 EXIT DEVICE WITH EXIT ALARM(INCLUDE BRAILLE FOR THE VISUALLY IMPAIRED) 1 C01 BRASS CONSTRUCTION CORE - O V DR. HDWE FIRE SECTION Z N 1 CY4 RIM CYUNDER FOR EXIT ALARM : 7• ALT,HARDWARE SET FOR SINGLE OCCUPANT TOILET LOCATION FINISH FINISH OM U Q 10 O^0 N / TYPE MATERIAL WIDTH HEIGHT THK. PUSH SIDE/PULL SIDE MATERIAL HEAD PUSH SIDE/PULL SIDE SET LABEL REF REMARKS � m� o 0 0 C 1 C1 pARALLEL ARM CLOSER(INTERIOR SIDE) 9. HARDWARE SET N0,9: HM INTERIOR DOOR(DOOR 115,118;LOCATED AT 1D1 VESTIBULE BB3-1 AL/GLASS LITES 8'-0' Y-0' SM. MFR.PREFlN. AL UNIT STD. MFR,PREFlN. 1 - 08410 3000 SERIES AUTO.SLIDING DOORFRAME UNIT < °�O 0 oID � TOILET ROOMS) 00 Q ALUMINUM SADDLE THRESHOLD 1/2"x 5'(ADA COMPLIANT)W/NEOPRENE 3 2 FULL MORTISE HINGES /�1 a W 2 pp 00 1 TI CASKET 3 H2 FULL MORTISE HINGES 102 VESTIBULE BB3-S3 AL/GLASS LITES 4'-0" 7'-V STD. MFR.PREFlN. AL UNIT STD. MFR.PREFlN. 2 - 0841D 3000 SERIES AUTO.SLIDING DOORFRAME UNIT 1 I I OD p1 — 1 L5 QCKSET m O 7 O aD Do 1 103 VESTIBULE B82-2 AL/CLASS LITES 4'-0' T-0" STD. MFR.PREFlN. Al UNIT STD. MFR.PREFlN. 1 - 0841D 2000 SERIES AUTO.SLIDING DOORFRAME UNIT Q O-0—00 WEATHERSTRIPPING,JAMBS.&HEAD �pAT� 1 P1 PUSH PLATE p Of vv 1 C01 BRAS NSTRUCTION CORE 104 SALES AREA F H.M. 3'-0' 7'-0" I-3/4" PM-1 _ SOUD GROUTED DOOR FRAME,EXIT ALARM, W O 1 RD1 DOOR DRIP CAP 41D'FOIL 1 P2 /EXT-Y H.M. 4" PM-1/• 3 08100 REFER TO GENERAL NOTE 1 BELOW m 0 N .h DOS DOOR PULL I 51 FLOOR DOME ST 105 W at ('RESERVED")• +TO BE USED FOR FUTURE SALES AREA DOOR ( , Q 1 DC2 DOOR BOTTOM psm MELEES I 51 FLOOR DOME STOP 106 RECEIVING BBB-89A SECTIONAL 8'-0' 9'-0' STD. MFR.PREFlN. MFR.STD. - - 4 - 08300 1 C2 PARALLEL ARM SER(A ILET ROOM SIDE) O.H. FIR 1 C01 BRASS CONSTRUCTION CORE 1 C2 PARALLEL ARM CLOSER(AT TOILET ROOM SIDE) 1 K1 KICKP 10"x 34'(PUSH SIDE) 107 TRASH COMPACTOR FH H.M. V-4" V-4' 1-3/4' EXT-i+/PTD-1 H.M. 2' •/PTD-1 5 - 08IDD REFER 0 GENERALENO D1 BE. D' Ui K1 KICKPLATE 10"x 34"(AT TOILET ROOM SIDE) 108 RECEIVING F H.M. 3'-0' 7'-0' 1-3/4' PTD-1/EXT-1+ H.M. 4' PTD-1/• 6 - 081DO SOLID GROUTED DOOR FRAME,EXIT ALARM, DISTRIBUTION: DATE: I S3 SIGN'UNISEX' REFER TO GENERAL NOTE 1 BELOW Prototype V6F.1.2013 10/15/13 1 S2 SIGN"WOMEN"(ADM COMPLIANT) 109 YP ('RESERVED") Q C.C.TO INSTALL DECAL SIGN WHICH STATES,'EMERGENCY EXIT ONLY,ALARM WILL 1 ADA 6 DEAD BOLT(W/EMERGENCY KEY) PERMIT XX/ Q 1 S4 SIGN"MEN" COMPLIANT)ANT 11D-111 SALES AREA BBB-4482D DBL ACTING S-810" STD. MFR.PREEFER TO GENERAL NOTE 2 BELOW T SOUND'.THIS DECAL WILL BE PROVIDED IN THE BOX FOR THE PANIC DEVICE. ( IMPACT DR. " 8'- FlN. H.M.H.M, 2' MFR.PREFlN. 8 - 08300 BID 0) 112-114 ("RESERVED')• •TO BE USED FOR FUTURE FIXTURE DOORS CID 3/4"115 MEN'S TOILET F H.M. 3'-0' 7'-0' 1- PTD-9/PTD-9 H.M. 2' PM-9/PM-9 9 - 081DO SIGN W 4• HARDWARE SET NO,4: SECTIONAL OVERHEAD DOOR(DOOR 106;LOCATED AT 10. HARDWARE SET NO.iO HM INTERIOR DOOR(DOOR 118,12D,205) 'HARDWARE SET NO,18: DOUBLE ACTING IMPACT DOOR W/LOCK 116 WOMEN'S TOILET F H.M. 3'-0' 7'-0" 1-3/4' PM-9/PTD-9 H.M. 2" PM-9/PM-9 9 - 08100 SIGN L RECEIVING ROOM): 8• (DOOR 150) 4� 117 CUSTOMER HOLDS F H.M. 3'-V 7'-0' 1-3/4' PM-3/PTD-9 H.M. 2' PM-3/PM-9 7 - 08100 R10 1 PLI PADLOCK WITH SHACKLE SIZED FOR SECTIONAL OVERHEAD DOOR RAIL-TO-DOOR 3 H2 FULL MORTISE HINGES m LOCKING PROVISIONS -NOTES: 118 STORAGE"A' F H.M. 3'-0' 7'-0' 1-3/4' PM-3/PM-3 H.M. 2" PM-3/PM-3 10 - 05100 1 C01 BRASS CONSTRUCTION CORE 1 L3 LOCKSET 1, ALL DOOR FINISH HARDWARE WILL BE FURNISHED BY THE DOUBLE-ACTING 119 (-RESERVED-)- - - - - - - - - - - - - •TO BE USED FOR FUTURE STORAGE'B"DOOR IMPACT DOOR MANUFACTURER AND INSTALLED BY THE CONTRACTOR m NOTES: WILL TO SECTION C01 BRASS CONSTRUCTION CORE 120 JANITOR F H,M, 2'-4" 7'-0' 1-3/4' PM-9/PM-3 H.M. 2' PTD-9/PTD-3 10 - 08100 1. ALL OTHER DOOR FINISH HARDWARE L BE FURNISHED BY THE SECTIONAL 2. REFER SECTION 08300-SPECIAL DOORS. _ _ - _ _ _ _ _ 121 DELUXE BRIDAL REGISTRY OPENING 10'-0' 7'-0' NO DOORFRAME (OPENING ONLY) OVERHEAD DOOR MANUFACTURER AND INSTALLED BY THE CONTRACTOR. 2, REFER TO SECTION 08300-SPECIAL DOORS. 122 ELECTRICAL'B" FL H.M. 3'-0' 7'-0' 1-3/Y PM-3/PM-9 H.M. 2" PM-3/PM-9 7 - 05100 z123 STAIR CORRIDOR FS H.M. 3'-6' 7'-0' 1-3/4' PM-3/PTD-9 H.M. 2' PTO-3/PTD-9 16 - 08100 w 11. HARDWARE SET NO.It HM INTERIOR DOOR(DOOR_,LOCATED AT STORAGE ROOM°B" _ MISCELLANEOUS ADDITIONAL HARDWARE: DOOR AND DRAWER PULLS(INTERIOR,AT BASE 150 FTG DOOR FTG DBL ACTING 3'-8" 6'-IO" STD. MFR.PREFlN. H.M. 2' MFR.PREFlN. I8 - 05300 REFER TO GENERAL NOTES p2&5 BELOW ARDR. 11TI S A AND WALL CABINETS,VARIOUS LOCATIONS): IMPACT DR. INSTALL PULLS ON BOTH SIDES OF DOOR ! II PRII _mtX)VOCXX S 4--I 3 H2 FULL MORTISE HINGES USED • WIRE PULL,4"WIRE BRASS,CHROMIUM PLATED(CONTRACTOR TO D6AwN: Ln - 5 HARDWARE SET NO,5: HM SPECIAL SIZE EXTERIOR DOOR(DOOR 107;LOCATED AT COMPACTOR); 38 VERIFY QUANTITY;PROVIDE ONE PULL AT EACH SLIDING DRAWER 201 STORE MANAGER FV H.M. T-0' 7'-0' 1-3/4" PM-3/PM-3 H.M. 2" PM-3/PTD-3 12 - 06100 1 LJ LOCKSET .61,NF.LapOM,'9 AND HINGED CABINET DOOR) 202 ASSISTANT MANAGER FV X.M. 3'-0" 7'-0" I-3/4" PM-3/PM-3 H.M. 2' PTD-3/PTD-3 12 - 08100 �> 2 H1 FULL MORTISE HINGES(NRP) 1 C01 BRASS CONSTRUCTION CORE A 203 CASH OFFICE F H.M. 3'-0' 7'-0' 1-3/4' PM-3/PM-3 H.M. 2' PM-3/PTD-3 13 - 08100 DOOR TO BE UNDERCUT BY 1 3/4" ARGR�EDT d 1 L4 LOCKSET NOTES- 204 BREAKROOM FV H.M. 3'-B" 7'-0' 1-3/4" PTD-3/P1D-3 H.M. 2' PM-3/PM-3 14 - 08100 AR'168Y 1. PAIR DOORS-PROVIDE(2)FLUSH BOLTS(FBI)&3 ADDITIONAL HINGES(H2) ADDITIONAL NOTE:c: 1 C3 REGULAR ARM CLOSER(INTERIOR SIDE) 205 STORAGE"C' F H.M. 3'-0" 7'-0" 1-3/4' PM-3/PM-3 H.M. 2" PM-3/PM-3 10 - 08100 Q CONTRACTOR TO PROVIDE PADLOCK(PL1)FOR TRASH CONTAINER ATTACHED TO COMPACTOR. - ROOF HATCH - REF.07720 - - - PTD-1/+• - - PTD-1/+• 15 - 07720 •+PRIMED EXT.(UNPTD.) 1 W2 WEATHERSTRIPPING,JAMBS,&HEAD �` ME. PRIM,FIELD P.TO - SOFFIT ACCESS - STEEL Y-0" Y-0' - MATCH ADJACENT SURFACE STEEL - MATCH ADJACENT SURFACE - - 08300 SURFACE MTD ACCESS DOOR (B 1 O11 OVERHEAD DOOR STOP(E%TERIOR SIDE) xXX U - CABINET'A' - - - - - - - - - 15 - - LYNI A■OOmWY N 2 COi BRASS CONSTRUCTION CORE iTATE Or pANI F'7 CD GENERAL DOOR NOTES: Q� 1. "EXT-1":EXTERIOR H.M.DOOR&FRAME PAINT COLOR TO MATCH ADJACENT BUILDING COLOR. 5. INDICATE KEYED SIDE WHEN ORDERING.KEYED SIDE TO FACE THE SALES FLOOR. DRAWING TOLE: 2. WELDED FRAME BY DR.MFR.;CUSTOM SIZE CDORD.W/&INSTALL AFTER STORE FIXTURES. 6. IF A H.M.DOOR FALLS WITHIN THE MERCHANDISING FIXTURES,THEN PAINT DOOR AND FRAME TO 3. INTERIOR F.O.ALL EGRESS DOORS TO BE PM-1,ULTRA-MITE. MATCH FIXTURE COLOR. DOOR HARDWARE, Q 4. DOOR HARDWARE: HANDLES,PULLS,LATCHES,LOCKS,AND OTHER OPERATING DEVICES ON DOOR SCHEDULES& E ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES DOOR TYPES NOT REQUIRE TIGHT GRASPING,TIGHT PINCHING,OR TWISTING OF THE WRIST TO OPERATE.DOOR HARDWARE SCHEDULE (ILEOSER� SLBS FORCE O SHAES DOPEN)EOUIRED TO MEET APPLICABLE ACCESSIBILITY REQUIREMENTS FINISH H 03 DOOR/FRAME SCHEDULE 01 SOURCE:VER.1.2011 1 N.T.S. SOURCE:VER.1.2011 N.T.S. ' E D C B A �zs s 02 16 02 a Q g 3 A '1 PARAPET BEYOND 8a11 ZAL-CO-2 �UNE V 0 _ ND 124-8 iR T W 128'-0" e41 W LMU M 1 CJ CJ CMU-SM 1MET. 51 (10300�PAINT TOECD. i } F$ rq MATCH ADJACENT WALL - R p EAD_ I r 1� q; 3 DESIGNER NOTE CHECKLIST ttifff QIr d rv. U, ''a ••It... FlN.FLR.n _ � w a Y� W p y __ , _I - ------_. _ 3 I UNE OF RECESSED i 97-6 W RECESSED 3200 SERIES FOR BALANCE 05 L Coll TRUCK RAMP $ r (KNOX BO%.COLOD LOC DN OF NOTES SEE CONC.RETAINING WALL 19 x WITH ARCHITECT AND FIRE 06/A4.1 (D MARSH L BOLLARD REF.11 A1.1 0 REAR ELEVATION 16 b a SOURCE:VER.1.2013 1116"=1'-0" 0 0 ^ 6 7 k 1- 0.6 0.7 1 Q EIFS-2 A CD-2 FRAMING ,5 13 03 I N a14-10 * A-CO-1 I Q p ��FRAMING RR EIF 2 L 41yS-6 I ROOF UNE Z El -1 T.O.M. BEYON IU PARAPET BEYOND 127-4 126-0 T p TILE-1124-8 H-W AL-CO-1 ALUM.COPING,PREFINISHED COLOR XGRABRO1 WZ 'WEATHERED RUST" EIFS-2 CJ �� W d AL-CO-2 NOT USED CJ C`7 ��,��1177 J p ID L'RJU'W C 0 O BRICK 2 p N AL-GU-1 NOT USED BRICK-1 Y (- PRECAST CONC SILL CMU-SM-1at NO PLANT AT 1HI5 AREA y, Lu <p ARCH.GRAY CONC. U)Z AL-RWC-1 ALUM.RAINWATER CONDUCTOR,PREFlNISHED COLOR z R O ATAS/OS'CONCORD CREAM" �(PgLA�STrFEIRrFlNIS-H) -_- J O BRICK-1 FIELD BRICK'MIXJTEREY INTERSTATE BRICK W/WATER 1' O ---- ____ _ --- male---L 0 ��___7 �__ 5__ ___ _ _____ _ ___ __ _ -.S al Q FOR BALAN OF Z L) REPELLENT MASONRY COATING(09860) 99-6 00 H BRICK-2 ACCENT BRICK'MIDNIGHT BLACK'INTERSTATE BRICK AD NOTES SEE OB/A4.1 L O W Z I W/WATER REPELLENT MASONRY COATING(09860) SIDE ELEVATION 11 Q < 5 " u Y O m< cMu-sP_1 NOT USED SOURCE:VER.1.2013 1116"=1'-0" N o � Q w x LL CMU-SP-2 SPUT-FACE CMU W/INTEGRAL COLOR TO /� 0 a MATCH EIFS-1 (d 1 3 2 1.3 1 0.7 6.6 0 Z (q rc- 7 6 5 Y jO CMU-SM-1 SMOOTH FACE CMU NOP.INTEGATE COLOR TO O LL J Z MATCH EIFS-1 AL-CO-2 15 TO FRAMMOG` O W Z LL Z AL-CO-1 EIFS 2 TO FRAMINCr� Q N a TILE-1 NERD PORCELAIN/POUSHED 8'z8' I I 03 13 Q 0 V N O 014 03 ROOF UNE A5.1 EIFS 11 TILE-1 m a c I 0 0 d TILE-2 NERO PORCELAIN/POUSHED 12'z12' T.O.M. BEYOND 127-4 BRICK-2 w U Q 126-0 j 06 U� = EXTERIOR INSULATION S EIN15H SYSTEM(WATER-MANAGED) 1p' 44�g J '-- j < N T 2 p EIFS-1 STO-COLOR#NA09-0007 MET.DOCK HOOD AS CJ CJ B.0 SOFFITn y v 00 1 W/ FINE SAND'FINISH SPECD.(10300)PAINT TO CJ CJ CJ �w4 O MATCH ADJACENT WAIL BRICK-2 L,N]<CC • EIFS-2 STO-COLOR MATCH SW 7052-GRAY AREA I BRICK-1 CO LL¢O N W/-FINE SAND'FINISH �UOOR EAD 05 I / m CMU-SM-1 I PRECAST CONC SILL � CO I.. no o O 108-B '' - I ARCH.GRAY ISH) dS =- (PLASTER FINISH) T T. I ¢m Z 0 N L..iJ ¢ COMPACTOR DOOR. ......... .. - ___ -__,., _ =_J] N100-0 m d o o C.C.TO PAINT TO _•�,' .___,_„ ____ _ MATCH ADJACENT L_L _ __1_L____________________________�_ W m U WALL(COMPACTOR§ _-- - CHUTE NOT SHOWN 03 SIM. FOR CLARITY) SIDE ELEVATION 06 MATERIAL LIST 10 SOURCE:VER.1.2013 1116"=r-10° 0 Prototype Ver.1.2013 10/15/13 SOURCE:VER.1.2013 N.T.S. A A.1 A.6 A.7 A.8 B ID.3 B.7 l l ) C.2 C.4 D D•2 E PERMIT oe/om4 i6 01 Y 6' CITY RENEW 04 15 03 A5.1 5. TILE-2 EIFS-2 EIFS-1 $IM. TILE-1 TYP. 142-0 EIFS-2 AUGN E.I.F.S. AL-CD-1 Ell -1 REVEAL NTH 135-6 TYP.QUOINBOTH' 04 SIDES M ® ® 01 TILE 1 ROOF UNE TD ® ® BEYOND .0 PLASTT LPE FE ER j2g_4 V BRICK-2 - TYP. O ® ® BRICK-1 _ __Y.1J!__ _ __-- __ __ A .1 nPCP.PPaecra aee PPaEma I XXXXXX - - L'HECR-O qpgpFF�7O I I _ - LICENSED 12 ARCHITECT MET.HOOD AS \02 SPECD.(10300) -- I ❑� 04 � Cl I. ��T�I''�J L CMU SP 2 S \ `❑❑ 7❑ `--� ry ` SEE 12 A8.1 I a LL 01 \ , LYNN S.xODBURY r -- _ 02 \ \ , \04 O1 BRICK-1 A 2 STATE OF IDAHO BRICK-1 �. 0 .1 6.1 DPP. N 99-6 DPRMNG 11T1F: Y �-------'- -'---------1--------- --- - ----------------- PANT TO MATCH BRICK-2 EXTERIOR 8"HIGH CONCRETE CURB ECESSEO^328P ADJACENT SURFACE .0 C PR VICE TILE INJ SIDE 'HIGH ADDRESS NUM ALUM.STOREFRONT SYSTEM Bo%.COLRD LOCH ELEVATIONS OF"MID-HEIGHY PER FIRE MARSHAL REQ. `AR HI QT AND FARE SH DO 60I PRONDE TILE ACCENTS ON COLUMNS TYP.EA. LT.FIXTURE TYP.REF.ELEC. SIDE OF'HIGH'COLUMNS(ONLY). SIDE. 12-EIFS BAND W/V-GROOVES 48'O.C. TYP.ENTRANCE FEATURE EA.SIDE. 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CONC Q1 100-0 100'-0° 100'-0° DR-0 TIRE: 1 p BUILDING SECTIONS, INTERIOR WALL SECTIONS o f INTERIOR PARTITION SECTION 03 INTERIOR PARTITION SECTION 02 INTERIOR PARTITION SECTION 01 �x 1 o - SOURCE:VER.1.2013 1/2"=V-0" SOURCE:VER.1.2013 1/2"=T-0" SOURCE:VER.1.2013 1/2"=1'-0" r_ 7 . FRAMING / T.O. FRAMING - I 07 ( 1 ) 10 III I 141-10 .6I Z 13 ili / •6 <i \ / PAP BR W� I Q0 O w LU i I m Z I 'T .i I it \ \\ \\ AL COPING Sir ° 13 - I I \\\ III o\ (07600) w ��yL 2'-8 S/8" 3 3/B" I i it I\ \\\\ ��ate\ MEMBRANE ROOFING I j § IU it \\ �\ 0 �\ COUNTERFLASHING ON 5/8" Y T.O. 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H00_D (!1 INSUL.REINF.CMU WALL,REF:STRUCT.DWGS F o FRMG.18"O.C. 11� m Z W xN W o - - -- NSUL.REINF.CMU WALL, 0 F W F PREFlNISHED ALUM. Y O EF:STRUCT.DWGS �+ Q LL} 2'-4" a SOFFIT 0 0 IY Q UU ¢ EIFS RETURN T Q IU!) \ _ TAPERED(DECLINE) [ •� Z o _Tl DOCK SEAL(10300) p w QT CMU WALL BEYOND ^ ONT.SEALANT& Z J =JFa N ROUND PERIMETER B.O. LINTEL C 0 -i N 0 .. F CHUTE 1O� 6 8 0 w Z INTEL REF. T 0 0 Q Z 0 J 1RUC. STL.JAMB PTO.TO 0 0' (,) PARTIAL SECT. @ ENTRANCE FEATURE 15 MATCH ADJACENT CMU m l e �w SOURCE:VER.1.2013 1/2"=1'A" Z❑ OL1D GROUTED HIGH-LIFT SECTIONAL fY\ w LL 0 Z 1 .M.FRAME,MOUNTED ` 6 Q 0 Q LUSH W/INSIDE FACE (83R0HOE)AD DOOR X CL • Rm 6.0. LINTEL F C.M.U. 4 / LEI o V RETHMNG G �pMG W 1 O7-O / Y CONTRACT R(BQI PROVIDED "' 01 BEYOND }U> 0D In Ll \�1F SPEaFl (IMPACTOR VENDOR) m DO Fi Q o 0 0 DUE1� S• II m��000 Q CON LD CHUTE DIRECTLY TO �I m DIO _EL FRAME,PREPARE m 4 m Z RAME AS RED'D.TO RECEIVE ¢ Z^^ > • ELDS 000O O mm O_NZOO � h PAINTED SHEET METAL CHUTE w O m T.O. MASONRY 8.0. B.. FURNISHED AND INSTALLED I I I m U DOOR BY COMPACTOR VENDOR 51L.ANGLE&ANCHORS. Q 103-4" REF.STRUCTURAL / PIT MOUNTED DOCK LEVELER(10300),SEE `� pqq MFR FOR INSTALLATION / •n • S NS SUCC:.' 79•LI DISTRIBUTION: DATE: IZE T.O. CONC. Prototype Ver.1.2013 10/15/13 C 100—0 PERMIT X/X CONCRETE SLAB n w DOCK BUMPERS UU BID XX/X 1 O. CONC. •I (10300)&BLOCKWT SLOPE E.G.PIT ON. DQ Y MFR. 7 2 XX/X VAPOR BARRIERS GRADE VARIES SEE SITE PLAN ,ti - Ulm—� SEE S RGRAVEL BASE 3'-0" e7� 2" v a 'RAVEL m w o —L 2" UC RIGID FOUNDATION SLOPE ON. TRUCK WELL — m m INSULATION (6X MAX') DN t DOCK LEVELERKWELTENSION,SEE MFR. s"cor .sue w/�a A RIGID INSUL,24" m i6°O.C.EACH WAY VERT.AND HRIZ., � 96—4" TMP, CONS.RETAINING WALL, 'r 'T. COMP. PAD TRENCH DRAIN W/ F'- � III III SEE STRUC.FOR SIZE& t REINFORCING Q 2"0 PVC WEEP PIPE O 6'-0" (0 90 REF.CIVIL Z LI I I III O.C.,WRAP END OF PIPE W/ T.O. FTG. FILTER FABRIC&FILL W/1 SIDE OR BOTTOM CLJ — SEE STRUC. OUTLET REF.CIVIL 8 cu.tt.OF 3/4°GRAVEL T.0 FTG—_ 'p' D, S A CH.;R ECTx B RRWMTx / SEE STRUC. XXXXXX .� -III ° DRAWN: LHELxED: III 1/2°E.J. —III T.O.CRC EL.VARIES FOR BALANCE OF FOR BALANCER INFO.FOR FTC.SEE -III—III CONC.SLAB/REF.STRUC. INFO.FOR FTC.SEE STRUC. LICENSED �—III STRUC. -VERIFY ALL DOCKLER DIMENSIONS H LEVE AflCITECT Mr LEVELER&PROVISIONS W/DOCK AR-1532 LEVELER MFR.(1030D) 0 PON.REF.STRUC. C rSTATE f>3 BURY (� NOTE: �..i N FOR BALANCE OF BOTTOM OF COMPACTOR ACCESS DOOR SHALL BE AHO INFO.FOR FTG.SEE M STRUC. LOCATED 58°(MIN.)ABOVE ADJ.EXTERIOR GRADE, O 42°(MIN.)ABOVE ADJ.INTERIOR FLOOR ELEV. TOO HIGH FOR ITHSENT CRITERIA,THENRTHEADE IS ARCHITECT/GC MUST NOTIFY THE BBB-APM AND DRAWING RTUD r BBB-CPM TO DISCUSS OPTIONS FOR FINAL RESOLUTION.O EXTERIOR WALL E SECTIONS o RETAINING WALL @ LOADING DOCK 05 WALL SECTION @ COMPACTOR 03 WALL SECTION @ LOADING DOCK 01 A� q � 0 SOURCE:VER,1.2013 1/2"=1'-0" SOURCE:VER.1.2013 1/2"=1'-0" SOURCE:VER.1.2013 A7. ffi ALUM.STAIR HANDRAIL(10300) O 5 _ BRACKETS W/SPACER O.C.MAX. (7 2x4 WOOD BLOCKING RAVING TO RETURN TO CONTRASTING COLOR Z WALL STRIPE O BOTTOM III ��3 Q TREAD PER MFR. / � �S a PROVIDE CONT.SEALANT RECOMMENDATIONS Od W o YWIERE GAP DOES NOT EXCEED # 1/8".PROVIDE CONT.SHOE 0 A MOLDING PTD.TO MATCH WALL 12"STEEL CHANNEL W WHEN GAP EXCEEDS 1/8". STRINGER TYP. m'< F (Pro-3) / n Z 0 12"STEEL CHANNEL STRINGER 'A W FLUSH 70 GYP.SD.TYP.(PM-3) F 2"CONCRETE FILLED I" GENERAL BREAK STOR 3 o STEEL PAN TREAD TV. 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RECOMMENDATIONS LI W SEE DETAIL 11/A1.1. a WITHF MA UWF RFOR LOCATION F NOTE:(2)BOLLARDS 3'-6" AND ATTACHMENT S ` W I TO BE MOUNTED IN 3_4" REQUIREMENTS TO ANGLE IbG$q FRONT OF SHELTER FRAME 4�- I BEINGROTECT DAMAGED.M 4"TO 6' P-7^ DESIGNER NOTE CHECKLIST 0 LU II � Z I I 3"x3"xi/4"CURB ANGLE B T PLATFORM UNIITR 4" LSx3x7/4 XOR12,TYP. z °d i z z°G ' 9 10 AS REQUIRED(BY OTHERS). 3/4" 9" "CC ry -COORDINATE ANGLE I PLACEMENT W/ C ANCHOR SPACING 2 iz E 3 18 , IL -'------- -- -------- 316V 318 ' 3 16 •4" POWER '4" O ~ Lj�EDDRAINROOVER)N I'TO F--- •-,-�I I I I I I I 5: --- UNITPIT FIXE N -POSTLL-- ==- . - I EA.—I—r-----T-T -- — --FLOOR Z A PLATFORMTHIS PERIMETER AREA MUST BE LEVEL TO CMU ZSUPPORT BASE FRAME IL4xHY 0) 2'-9 3 4"10,000 LBS ROLLR CAPACI IN DOW P SITION0W - - I- q� - - /2-Y VERTICAL OHOLLOW CMU WWvJ qq� 'O.C. J U I I I I I I I S 3" (USE HILT HIT HY 150 W Z ANCHORS O GROUTED •2'-1 3/4" 4 •• I I I I I I I i SOLID LOCATIONS). 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SPEED: 15 FEET PER MINUTE"UP" CONTROLS: CONSTANT PRESSURE"UP-DOWN" SHIM BELOW BASE AS PUSHBUTTON(WEATHERPROOF-NEMA 4) REQUIRED PENDANT ON A 20'CORD: 115 VOLT CONTROL VOLTAGE. SECTION "B" . N SECTION "A" (UP NOTES: ARCH.PROJEGTp BBB PROJECTp 1. ALL AXLES ROLLERS AND PIVOT POI ARE EQUIPPED 11. OIL SIGHT GAUGE IN HYDRAULIC RESERVOIR. XXXXXX NTH SELF-LUBRICATING LIFETIME BUSHI DHAwN: cwecxED: 2. OIL AND 25 FT.OF HYDRAULIC HOSE INCLUDE 12. REMOVABLE e DOCK LIFT. 13. REMOVABLE LIFTINGELUGSFORMED TUBING HANDRAILS DESIGNER NOTE: 3. ALL ELECTRICAL,PIT WORK,PIPE&PIPING,ETC.TO B 14. MEETS ANSI MH29.1 SAFETY REQUIREMENTS FOR LICENSED DONE BY OTHERS. INDUSTRIAL SCISSOR LIFTS. THE PURPOSE OF THIS ST ARD DRAWING IS TO ILLUSTRATE A 4. MAINTENANCE LEG TO BE USED TO SUPPORT UNLOADED 15. PRE-'MRED NEMA CONTROL PANEL, ARCHITECT AB 1532T TYPICAL INSTALLATION D TO PROVIDE NECESSARY INFORMATION FOR I FT ONLY FOR MAINTENANCE PURPOSES. SEE ARCHITECTS & ENG RS TO PRODUCE SITE-SPECIFIC CONSTRUCTION REMOVE SNAP CHAINS TO NSTALLATION MANUAL 16. VELOCITY FUSES ON LIFT CYLINDERS PREVENT LIFT LOWER DOOR OM FREE FALLING IN THE EVENT OF HYDRAULIC E5. REMOTE 5 H.P.POWER UNIT APPROXIMATE SIZE: FA E. DRAWINGS FOR H LOCATION'S UNIQUE REQUIREMENTS. 24"02"05"H. T7. DOCK R IS 11'-6"WIDE X 15'-0"HIGH. _- , 6. USEABLE PLATFORM WIDTH BETWEEN HANDRAILS-APPROX.7V, 18 DOCK SHELTER BE ANCHORED TO SHELTER XX INSTALLA DETAILS - SUCH AS CONCRETE THICKNESS, REINFORCING, i -- - USEABLE PLATFORM LENGTH BETWEEN CHAINS-APPROX.113" PROTECTIVE PIPE ARD AT BOTTOM E SHELTER. LYNN 8.X OOD&NIY PIPING RECTION, POWER UNIT LOCATION, ADJACENT STRUCTURE, OR _ Z DOCK LFT)CCORDIAN SKIRT. (ALREADY INSTALLED ON 19 DOCK SHELTER TO BE I LLED 2"ABOVE GRADE TO STATE OF CARD LIF RIENTATION, ETC. - SHALL BE DETERMINED AND DOCUMENTED BY ACCOMMODATE coNCRETE vE. / 8. HIGH TENSILE STRENGTH,STRUCTURAL TUBING CH JOB'S PROFESSIONALS-OF-RECORD, i CONSTRUCTION FOR MAXIMUM STABILITY. 20. PROVIDE SAFETY LMIT SWITCH IN OCKED WITH ________________ I CONTROLS TO PREVENT OPERATION THE DOOR --------------------------------------------------------� 9. DUAL LIFTING CYLINDERS FOR OPTIMUM PERFORMANCE. IS IN THE"DOWN"POSITION.(PROVIDED IFT DRAWING TILE: -- 1f if MANUFACTURER AND WIRED IN;PT FIELD PE ALTERNATE SECTION A (DOWN) 10. NEMA-0 PUSH BUTTON HAND CONTROL w 20 FT. MANUFACTURES SPECIFICATION). CORD. SCISSOR LIFT PLAN,SECTION, SPECIFICATION&NOTES SCISSOR LIFT PLAN, SECTIONS &NOTES A5.61 D SOURCE:VER.1,2013 N.T,S. CO CO 4 5/8" �Z a TURN EYEBOLTS VERT.,TYP. 1'-6"F.O.S. FOR BALANCE OF 6'MET.STUD 0 16"O.C., QxC 3 Ul ) - NOTES 14/A8.7 ALIGN W/EDGE OF PIER O 0 SEE PLAN FOR BALANCE OF 1 Z CO DIMENSIONS AND NOTES c - 5/B'EXT. GLASS-MAT Oa 3 _ 2 1/2'x16GA,MET. FACED SHEATHING Q STUDS 0 16"O.C. 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G. 5/8"CD-EXT.SHEATHING GROUT SOLID UP TO BOTTOM 1 'PVC SEALANT INSTALLED OF FLASHING. y BEHIND LOUVEfl FLANGES. w" -o I CAUU ALONG THE TOP TYP. PILASTER EIFS CORNICE PROFILE 18 PILASTER @ CORNER 17 CONC.PIER,SEE STRUCT. 3 BANNER EYEBOLT PLAN DETAIL 2O FLANGE OF LOUVERW/ ffi U. SOURCE:VER.1.2013 1 1l2"=1'-0" ;, POLYORETHANE CAULK. SOURCE:VER.1.2013 1 1/2"=1'-0" SOURCE:VER.1.2013 3/4"=1'-0 Z CONT.SEALANT ALONG 1 Br p - E.I.F.S.SIDE OF COPING. ° 1 C z 00 I. G LLU 6/8"GLASS-MAT FACED EXT.SHEATHING p F.C.S. O 4 5/8- d �15p H W 121 VENTED OPENINGS: _ Z7 p RUSKINRIME CLOUVEOATED WEBVGS30), ,_-- Q ° - Q EXTERIOR INTERIOR I SCREEN,54"%24'EA.(4a T.O.FRAMING - - - FlN ° 0. S0.FT.FREE AREA PER SEE 03& H + + M p LOUVER).EQUALLY SPACED. d° - d- p N C.M.U.WALL SEE MFR.FOR INSTRUCTIONS 04/A5 L 4 +I I+ +I SLOPE d° J LU Z Q STL.ANGLE LINTEL p Y FORIBALPNCE ff FOR BALANCE OF I 4 ° +0+ LU F u - \ NO S 14/A6.1 DIMENSIONS AND a 4 1 0 NOTES SEE 02/A6.1 Q p F CONY.SEALANT EACH SIDE 8.0. EIFS - caNr.SEALANT ° d 4 0 w SEE 01 A5. \\ TILE ON 1/2'DUROCK °III - 0 fn U F i U � ... '.. I \h \ I I I I II II ';. L1�� 0�8 � z � ULI F G HOLLOW METAL DOOR F < O h+ Q Nx 4 FRAME w/JAMB ANCHORS, t"•�,. - CO Q) U Y O W LU MIN.3 PER JAMB - O Q Q D.F FOR BALANCE OF 10 2 \\ Z W DIMENSIONS SEE J Z 04/A5.2 l \\\ Z O J DOOR AS SCHEDULED b o ItQ. 11 OKd EXTERIOR DOOR HEAD 15 HIGH/LOW EIFS CORNICE PROFILE 14 TYP. COLUMN EIFS CORNICE PROFILE. 13 COLUMN WRAP DETAIL 11 m a Q BRICK BASE AND PRECAST - CONC.SILL BELOW SOURCE:VER. 1 1/2"=V-0" y SOURCE:VER.1.2013 1 1/2"=1'-0" SOURCE:VER,1.2013 1 1/2"=1'-0" w SOURCE:VER.1.2013 3"=1'-0" a'-e" v ILL. o° a zQ PILASTER CORNER 12 �� = Z Ln • @ �!��M SOURCE:VER.1.2013 314"=11-0.1 ¢ .N TILE ON 1/2"DUROCK m LLO p o O CONY.SEALANT 2 0" F--m Z 2 a >� I BRICK VENEER W/MASONRY O u�'i Z > EXTERIOR INTERIOR (HORIZ) WALL TIES 0 16'O.0 W w�O 7 rl C.M.U.WALL I AIR SPACE 'i 5/8"GLASS MAT FACED Q JAMB ANCHOR Q r1 r CO owl EXT.SHEATHING, DISTRI U CONY.SEALANT EACH SIDE o Prototype rotoyp N: DATE: 6'x 18 GA.MET. sTuos o 16'o.c. Protot a Ver.1.2013 10/15/13 I .N BRICK BASE AND PRECAST PERMIT CO CONC.SILL BELOW BID XXX 0, HOLLOW METAL DOOR 1'-6 5/8" ----- - XX/XXw FRAME w/JAMB ANCHORS, MIN.3 PER JAMB p7� DOOR AS SCHEDULE 4.1 FIN.SCHEDULE,TYP. 5/8"GYP.BD.,P1D. SEE mPARTITION PER SCHEDU E COLUMN PLAN DETAIL 06 EXTERIOR DOOR JAMB 10 s E COLUMN, wooD BLKG. SOURCE:VER.1.2013 1/2"=1'-0" CY] SOURCE:VER,1.2013 3"=1'-0" 4'-0"PLYWOOD CATWALK, SASH BLOCK CMU W/ i (nFROM f- 5/8"F.R.T.EXT.GRADE PLYWD. CONIC.OFOUNDATION OTO --SHEATHING. --- WALLMASONRY 0 EXT, CO Q N I GROUT SOLID&REINF./ Z INTERIOR FA.M. -- ------ REF.STRUC. W r- -r----- ----- n 0 XXXXXXECTp BBB PROJECTp DOOR ANGLE GUIDES ,3/4"F.R.T.EXT.GRADE "' 2'-2" cHEcrceD: I PLYWOOD PLATFORM,48"DEEP WWAW b AND FULL LENGTH OF SIGN. N " Ln BRICK VENEER W/MASONRY secnoNu DOOR ---- r- -r--- WALL 71 ARCHITECT j 6 I I I '� WALL nEs o 16^o.0 LICENSED '� N - s7uos a"L.1/26 B.O. FRAMING - ---- AIR SPACE AR•159P d w/1"0 HEAD SEE 01/A5.2 N�i B.O. EIFS I EXT. CLASS MAT FACED `S// FULL WELD TYP.EA, SEE Oi A5.2 SOFFIT EDGE TRIM o o EXT.SHEATHING. ANGLE PVC CONTROL JOINT CO 6"x iB GA.MET. ® GALV.6"x 1/4"CONT. 2'-4"EIFS RETURN CONY.SEALANT& 'Z JAMB PLATE FILLER W/SEALANT EA. � SIDE o I o STUDS 0 18"O.C. XXX ra SOFFINISHED LUM. " t SOFFIT ON 7 8"FURRING 6"MET.STUDS E 18"O.C. TE OF A)ANO W/5/8"EXT.SHEATHING BD. i - w GALV.L3 x 3 x 1/4 - 2°EIFS ON 5/8" AIR SPACE M W/1/2'DIA.x eL GLASS-MAT FACED EXT, STL COLUMN C7 STUDS 8"0.C. SHEATHING _ FACE BRICK W/BASEPIATE,SEE DRAWING nTLE: �-- -GR VE IDRIP CONCRETE BABE BELOW STRUC. EDGE V- 5'-0" EXTERIOR CONY.V DETAILS O o SECTIONAL DOOR JAMB DETAIL 05 CANOPY SOFFIT 03 PILASTER @ CORNER 02 COLUMN PLAN DETAIL 01 � -- N SOURCE:VER.1.2013 3" SOURCE;VER.1.2013 1 1/2"=1'-0° SOURCE:VER.1.2013 3/4"=1'-0" SOURCE:VER.1.2013 1/2"=1'-0" U 0 n� SOFFIT FRAMING,SEE A5.2 FOR GAUGE O ; AND SIZE SEE PLAN I- o - MECH.FASTENER, �Q SOFFIT FRAMING,SEE CONT.SEALANT ///��O Q A5.2 FOR GAUGE AND BACKER a K AND SIZE c W rn - �O � CONY.SEALANT V F AND BACKER \ '� MECH.FASTENER, —— ——— I p TYP. J B.O.FRAMING -------- -- APANELSLUM*SOFFIT \\ o SEEM A5,2 7/B"x24GA.F.C.00.FRAMING ———— — —— DESIGNER NOTE CHECKUST s D.C.,VENT SEE A5.2 y EVERY THIRD PANEL wJ w wF ALUM.SOFFIT 5/8"GLASS H 3/4" i as CLOSURE STRIP ¢ MAT FACED EXT. z °d a z a 4 SHEATHING tl (7 5/8"GLASS MAT N E.I.F.S a SHEATHIFACED NG 4 C.M.U.WALL tk O w HSS COLUMN BEYOND, a E.LF.S o SEE STRUC. gEg O CW a DETAIL @ CANOPY 17 DETAIL @ CANOPY 16 a 3 z "SOURCE:VER.1.2013 1 1/2 =1'-0" " "-0 SOURCE:VER.1.2013 1 1/2 =V-0 z ie 0 00 CO U) W COL.REF STRUC. 5/8"GYP.BD.PTD, PARTITION z SEE PLAN CO G p SEE FIN.SCHEDULE PRONDE REINFORCED SINGLE-PLY F.O.B SEE PLAN b6 W ry FOR COLOR AS SCHEDULED W � �. MEMBRANE FLASHING AT ALL UJj Z 3/4"x 3/4"AL. - 5/8"PLYWOOD, VERTICAL ROOF PARAPET SEE PLAN PAINTED WHITE— CONDITIONS,INSTALL CONTINUOUS D:d ANGLE GLUED& 0 W SCREWED 1"FROM TO TERMINATE OVER THE PARAPE - I EDGES&EQUALLY a BLOCKING AND UNDER THE -3/4'x 3/4'AL. PARAPET COPING O U SPACED 8'-0"O.C. ANGLE REFER.TO T.O.M. z.� W/I#8 PAN HEAD - 15/A62 FOR 128'-11" J p SCREW SELF-TAPPING, ATTACHMENT—T � C N Z ZINC FINISH,TYP. BACKER&SEALANT Y Q I a t�T'�- SLATWAL _ CMU WALL I- 0 a SEE'13&16 A5.I SILL ON z OF SUBSTRATE MORTAR- MORTARTBED IW- - GROUTED STEEL ED AND 4- c5 x _ O V) F s/a'PlrWD. i,T.O. BRICK 4) z W N LU x SUBSTRATE V 104'-8" 0 }H MECH.FASTEN `D FACE BRICK W/MASONRY O _ U WALL TIES 0 IV O.C. Q E F B.O. E.LF.S• _ (VERT.) Q p 0 12T-4 C d z p w NOTE: �.o C.M.U.WALL E Z J F REFER TO 04/A8.2 FOR NOTE: -C Z O J SLATWAL!NOTES N a REFER TO 04/AILZ FOR C �- < N SLATWALL NOTES LL a SLATWALL @ GYP. BD. 15 CLOSURE @ COLUMN WRAP 13 TYP" CORNICE @ BLOC_K 12 DETAIL SLOPED ROWLOCK 11 In a N SOURCE:VER.1.2013 3"=1'-0" SOURCE:VER.1.2013 3"=TV SOURCE:VER.1.2013 1 1/2"=l'-O" SOURCE:VER.1.2013 1 1/2"=1'.0,. LL 0 zz 06 S2 0 O Q PARTITION 0 LL x �-• 0 AS SCHEDULED PARTITION PARTITION F.O.B. SEE PLAN Ov 0 O AS SCHEDULED AS SCHEDULED Z w SEE PLAN U<tb ro W a�GJN m p Y 0 0 0 '3wWZm� Q 51W GYP.BD.ON METAL m = m co tp 5/8"PLYWO. SUBSTRATE STUD PARTITION Q . SUBSTRATE AIR SPACE m a m 2 0 0 (2)6'x16GA.C.F.METAL m 0 STUD HEADER 6"MET.STUD 0 16.O.C., 0 K V N 5/8-AUG WEDGE GLASS PIER I I 5/B"EXT.SHEATHING MAT LJJ Q FACED SHEATHING Q FACE BRICK W/MASONRY WALL TIES 0 16"O.C. U2x WD BLOCKING 2x WD BLOCKING / 2x WD BLOCKING (VERY) / Prototype Ver.1.2013 10/15/13 3/4"x 3/4"AL. 8.0. OPNG. B.O. OPNG.ti CONT.THRU-WALL FLASHING ANGLE,SEE 15 A6.2 CORNER BEAD,TYP.-- �—�} N 1"x 1"AL.ANGLE, Q PERMIT X/ T FOR ATTACHMENT. SEE 15/A6.2 FOR PRECAST CONIC,SILL BID XIXX/ F.O.AL.STOREFRONT ATTACHMENT, EY3 TO AUGN w/F.O. IFM EZZ.WALL ANDEVING FLASHING M X/XX/ Xx PLYWD BACKING OF p7� SLATWALL BELOW NEEDS TO BE FIRE sLBRICK RATED,PROVIDE 160 31-O" 2^ NOTE: NOTE: GYP.BD.BEHIND 4--� REFER TO 04/A&2 FOR REFER TO 04/AB.2 FOR PLYWO.SUBSTRATE 8"C.M.U. mSLATWALL NOTES SLATWALL NOTES SLATWALL @ WINDOW HEAD(ALT.) 10 DETAIL @ FRAMED OPENING 09 DETAIL @ FRAMED OPENING 08 AIR SPACE FACE BRICK W/MASONRY m SOURCE:VER.1.2013 3"=1'-0" SOURCE:VER 1.2013 3"=1'-0" - SOURCE:VER.1,2013 1 3"=1'-0" WALL TIES 0 16"O.C. (VERY.) -: Z MORTAR DEFLECTION Q PARTITION DEVICE. Z AS SCHEDULED —3-5/a"MET. FRAMING. FOR BALANCE L1W SEE 11/A6.1 Rw cRoiecra o acre BRICK ROWLOCK,CUT OF NOTES 1/2"0 WEEPS O 12"O.C. )()()()()()( AS REQ'D 5/8"GYP.BD., - }� PTD,SEE FINISH 1 _ SCHEDULE W p 3-5/8"MET. .. FRAMING. 6"BOX HEADER 5/8"GYP.BD. FOR BDN SEE STRUC.O - TE LICENSED �[ —�, CONY.THRU-WALL FLASHING L CEILING,SEE ., ARCHICT SCHEDULE - B.O. SOFFIT► AR•1632 d 1"x 1"AL ANGLE GLUED& SE PRECAST CONIC.BASE is SCREWED 1"FROM EDGES& c: EQUALLY SPACED 8'-0"O.C. Q.0. CLG' —WOOD BLKG.AS V SEE RM FINISH. REQ'D OF FL SOLID UP TO BOTTOM O O W/O PAN HEAD SCREW SCHED OF FLASHING. Q SELF-TAPPING,ZINC FINISH,TYP.— T.O. GANG, 5/8"GYP.BD., U 1 5/8"PLYriO. PTD,SEE FINISH �!�—B O. GYR SCHEDULE d ° LYNN E.WOCOBURY ..i iv '*6 D'MiN. a a a I ° � STATE OF NAHO 1"Y') SLATWALL 3-5/8'MET. a .—_—� Q 5/E"GYP.BD., FRAMING. ° _O d — — PTD,SEE FINISH SCHEDULE NOTE: DRAINING MILE: 1 REFER TO 04/A8.2 FOR 4 ° O SLATWALL NOTES a 4 ° INTERIOR AND E EXTERIOR DETAILS o � BRICK ROWLOCK PATTERN @CORNER 05 SLATWALL @CORNER 04 DETAILS @STAIRS 03 PILASTER WRAP DETAIL 01 r , 14 o SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 3"=1'-0" SOURCE:VER.1.2013 1 1/2"=1'-0" SOURCE:VER.1.2013 1 1/2 -1-0 n" NOTE: LATERAL BRACING IS REQUIRED AT THOSE LOCATIONS WHERE GYP. NOTE: THIS DETAILiS NOT SUITABLE FOR �Z a BD.OR SHEATHING ARE NOT PRESENT ON BOTH SIDES OF THE WALL. WALL STUDS DEEPER THAN 8- 1-1/4" METAL TRIM METAL TRIM /()N x 20 GA.STRAPPING 0 4'-0"O.C.VERT.AND ALIGN PROVIDE 3/M1",•X 3/4' PROVIDE 3/4"x 3/4" PROVIDE 3/4'z 3/4" WITH METAL STUD BLOCKING,SCREW ATTACH TO EACH STUD NOTE:CUT SEGMENTS OF - METAL TRIM Z FLANGE w 1 10-18 SCREW.(STRAPPING 70 START&END SLATWALL MUST BE AZ WHERE BRACING TERMINATES NOTE:CUT SEGMENTS OF C]¢ GYP PTD-1 AT BUILT-UP JAMB OR POST, SLATWALL MUST BE A 0'fP ro_i Q0 ON SOLID BLOCKING) MINIMUM WIDTH OF 32"WIDE EXTEND CHANNEL INTO PUNCH-OUT. MINIMUM WIDTH OF 32"WIDE GYP TD-1 O AND MUST BE SECURED TO ` USE 2"x2"xi6 GAUGE CLIP ANGLE AND MUST BE SECURED TO O a STUDS/FURRINo 0 BOTH ENDS 1-1/4"LESS THAN STUD WIDTH. STUDS/FURRING 0 BOTH ENDS A p MIN.18 GA RUNNER TRACK SOLID " , 7/e"20 GA.METAL 8O N BLOCKING 0 10'-0"o.c.MAX HORIZ. �,T�T ¢I eT�uel1 ATTACH USING(4),y10-18 SCREWS. TQ q�ATWAL�' FURRING CHANNELS AT 18" V-`i�-Y"�'� T.O.SLATNALL V w AND 4'-0"O.C.VERT.MAKE 14-0 _ Vjq_0 O.C. _ _0B F RUNNER TRACK 6"LONGER THAN Z STUD INSIDE SPACING.CLIP - - _- O o FLANGES OF TRACK 4"FROM EACH N W END.BEND TRACK AT CLIPPED uj FLANGES. ATTACH TO CON C BLOCK Q SLW_1 1-1/2"xi6 GAUGE SLW-1 WALL w/3/16'DIA.HILTI SLW-1 W 4'x8'SLATWALL PANEL COLD ROLLED CHANNEL 4'x8'SLATWALL PANEL KWIK-CON II+AT 12"O.C., 4'x8'SLATWALL PANEL O SYSTEM(10300),STACK 0 4'-0'O.C.VERT.. SYSTEM(103GO),STACK 1 3/4'EMBED DESIGNER NOTE CHECKLIST SYSTEM(ID30- STACK Y - - PANELS w/4'-0"OFFSET. — PANELS w 4'-0"OFFSET. SEE DETAIL BELOW FOR / - — PANELS w/4'-0'OFFSET. 'y Y p ( (SEE DETAIL BELOW FOR F (SEE DETAIL BELOW FOR - FASTENER PATTERN) - FASTENER PATTERN) FASTENER PATTERN E 2"x2"x16 GAUGE ) I _- CLIP ANGLE 1/4"LESS H _ THAN STUD WIDTH. - - 0 SCREW ATTACH BOTH ATTACH USING(4)#10-16 1 Z PARTS OF CUT FLANGE SCREWS.CLIP ANGLE TO p TO STUD ON EA.SIDE - BE PLACED AT EACH STUD. — — — — --- 2 k > WITH(2)k10-16 SCREW. -_ NOTE:CUT SEGMENTS OF SLATWALL B, MINIMUM WIDTHTOFE32"WIDE d i 1Y12 LATERAL CRC BRACING INV INVERTED SPLICE OVERUSE: 0 USE(6)g10-16 SCREW TO { a O AND MUST BE SECURED TO , CONNECT STRAP TO CENTER OF SPLICE w/(3),y10-16 STUDS/FURRING 0 BOTH ENDS SCREWS ON EACH.SIDE OF SPLICE. 0 BLOCKING,TYP.EACH SIDE. � — � — _ — a 0: LIGHT GAUGE METAL STUDS(REF, w LIGHT GAUGE METAL STUDS O )' 0. STUD SIZE CHART-THIS SHEET) VB-3 (REF.STUD SIZE CHART-THIS co SHEET) PARTIAL ELEVATION SLATWALL W TYP. BLOCKING PARTIAL ELEVATION/SLATWALL ALTO BL CK NG PARTIAL ELEVATION/SLATWALL FURRING DETAIL / 2 N.T.S. 1/4"=1'—0° N.T.S. 1/4"=V—Orr LuW g i 4'-0"PANEL OFFSET NO SCREWS AT TOP OR BOTTOM. 4'-0"PANEL OFFSET 4'-0"PANEL OFFSET ILA NO SCREWS L TOP OR BOTTOM 0 d SEAM(PANEL JOINT) - SEAM PANEL JOIN NO SCREWS AT TOP OR BOTTOM 0� 16"O.C. I I I I I I I I 16 O.C. I I I L ( I I � i6"O.C. SEAM(PANEL JOINT) _ ti p vU1 INSTALL HILTI KWiK-CON II+TFH, "O co -p — TORX FLAT HEAD MATCHED [ J TOLERANCE MASONRY FASTENR.Z Z - SYSTEM(ITEM M00219901, Y Q KWIK-CON II+316-334 TFH,TORX r FLAT HEAD)THROUGH FACE OF W D OF FASTEN SLATWALL AT 9"O.C. INSERT,1 3/4"EMBEDMENT INTO x I VERT(MAX.)AND EADH STUD PANEL(5 TOTAL) 0 H FASTEN SLATWALL AT 9'O.C. (16"O.C.TYP.,24"MAX. CMU 0 TOP INSERT OF EACH 4'x8' VERT(MAX.)AND EACH STUD Z U (16"O.C.TYP.,2e MAX.) - 'I Z LU • } FASTEN SLATWALL AT 9°O.C. L W N W NOTE:., VERT(MAX.)AND EACH FURRING 0 F PROVIDE(42)FORTY-TWO F NOTE: SCREWS AT EACH FULL 4'x8' CHANNEL(i6"O.C.) PROVIDE�11) +� ¢ Y 0 y THIRTY-SEVEN PAN-HEAD SCR WS 0I V LL PROVIDE(42)FORTY-TWO SCREWS SLATWALL PANEL,NO FASTENERS O _ AT EACH FULL 4'x8'SLATWALL w W F AT EACH FULL 4'z8'SLATWALL SAT TOP EAMS OR BOTTOM HORIZHTAL PANEL,NO FASTENERS AT TOP OR T Q p >p PANEL,NO FASTENERS AT TOP OR BOTTOM HORIZONTAL SEAMS C d 2 BOTTOM HORIZONTAL SEAMS 0 Z J Z J N2 N.O NOTE: Q Q oC H LL Od REF 04/A8.2 FOR u --J.J-- � ----LL--__JJ-_--�L-._-_ -u ---L_- �L----u-_-_J.L-----Li \ T o Q Z H J ADDITIONAL SLATWALL 16GA. METAL STUD FURRING `VINYL BASE(VB-3)ON 2'HIGH m 0- U U Q INSTALLATION NOTES METAL STUDS,w/1 5/8"FLANGE VINYL BASE(VB-3)ON 2"HIGH METAL STUDS w/1 5/8"FLANGE VINYL BASE(VB-3)ON 2"HIGH CONT. CHANNELS,SHOWN DASHED WD BLOCKING,SET SLATWALL ON I AT 16'O.C.,SHOWN DASHED BL BLOCKING,SET SLATWALL ON. AT 16"O.C.,SHOWN DASHED WO BLOCKING,SET SLATWALL ON ALL KYAK-CON FASTENERS F N BLOCKING BLOCKING TRACK SHALL BE DRIVEN COMPLETELY BLOCKING �( 2:o SO THAT SCREW DOES NOT (�(\ w LL 0 Z PROTOTYPIf,AL fHi GUACE PROTOTYPICAL LIGHT GUAGE PROTRUDE AWAY FROM FACE OF �6 V Q U Q METAL STUD SIZES: pFS METAL STUD SIZES: ALUMINUM INSERT AND DOES �`Q FASTENER PATTERN DETAIL 3 5/8 16 en FOR WALLS tHE NOT INTERFERE WITH FlXTURE Ov o g"octulu'�O¢R�dB° o_mq" FASTENER PATTERN 'DETAIL 3 5/B"xi6 CA.FOR WALLS COMPONENTS TO IT INSTALLED FASTENER PATTERN DETAIL 3/4"=1 r-0" APPROX.BRACED 870'^A6?tAAFFE AT AR 'FW �p&Y WAyI•Wk W"'g711 N BRACED BY MEZZANINE AT BY OWNER. O 'f6hU' ON +,SGN' / r 6 zDo 18 GA.UP SFo" 3/4" r-0° o <CDD w N 8"x18'GA.'UP TO 23'-0' tNE FOR 1Y1E lOAO• 3 4'=1'—Orr DO m • 8'zi6 GA,ABOVE 23'-0": �A06 AO�,tVIN1• 8"x16 GA.ABOVE 23'-0" < O CO CJ 1 0 Q NOTE:ALL STUDS TO HAVE 0`! NOTE:ALL STUDS TO HAVE rn Lp Z m Do 1 5 8"FLANGES. 1 5/8"FLANGES. Q Z^^ SLATWALL DESIGN LOADS; DESIGN LOADS: � m0 K O W co 35 PSF-BASED ON 12"PEGS -6 3I TIFLL BASED ON 12"PEGS w O Z o 0 SPACED 0.12"OC.VERTICALLY SPACED 0 12'O.C.VERTICALLY I I I m U M AND HORIZONTALLY(LOAD - AND HORIZONTALLY(LOAD LL-a AVER AGED'6'FROM WALL) J 1J AVERAGED 6"FROM WALL FASTENER NOTES: Q B.O.MET.DECK ( ( ) ) ) FASTENER NOTES: B.O.MET.DECK ( "( ) ) ) ALL METAL FURRING AT SLATWALL LOCATIONS IS TO BE p FASTENER NOTES: 20 GA. ATTACH 5/8' UBSTRATE TO STUDS, T.O.GYP BID. ATTA H 5/8'PLYWD Q WHERE PARTITION IS PARALLEL DEEP LEG TRACK SCREW LOCATIONSWw/SSLATWAIC ATTACHMENT. MET. WHERE PART tIONE S PARALLEL _ SCREW LOCATIONS w SUBSTRATE TO STUDS,COORD. ATTACH ATTACHMENT, SCREW LOICATIONS SUBSTRATE TO STUDS, ATTACHMENT.00RD. Pfofot��N: DATE: U &MET.STUDS SCREW / e Ver.1.2013 10/15113 DEEP LEC TRACK O TO DECK FLUTES PROVIDED 20' SCREWED TO MET. GLUE SLATWALL TO PLYWD SUBSTRATE w/'LIQUID NAILS' TO DECK FLUTES PROVIDED 20° SCREWED TO MET.. GLUE SLATWALL TO PLYWD SUBSTRATE w/'LIQUID NAILS' GLUE SLATWALL TO PLYWD SUBSTRATE w/'UQUID NAILS' PERMIT X/XX/ O x 4'z 12 GA.STL.PL.24` DECK ONLY PANELING&MOULDING ADHESIVE. RUN A CONT'BEAD PANELING&MOULDING ADHESIVE. RUN A CONT.BEAD SLATWALL DESIGN LOADS: PANELING&MOULDING ADHESIVE. RUN A CONT.BEAD x 4"x 12 GA.STL.PL.24" DECK ONLY � O.C.(2 PL.'S BETW.JOIST)2 OF GLUE AT EACH VERTICAL STUD LOCATION AS WELL AS O.C. x PL'S B11 JOIST)2 OF GLUE AT EACH VERTICAL STUD LOCATION AS WELL AS 35 PSF-BASED ON 12"PEGS OF GLUE AT EACH VERTICAL SND LOCATIH AS WELL AS BID X/XX/ Q) TEKS SCREWS EA.FLUTE (2)SLIP CLIPS AROUND THE PERIMETER OF EACH 4x8 SLATWALL PANEL. TENS SCREWS EA.;7 FLUTE AROUND THE PERIMETER OF EACH 4x8 SLATWALL PANEL. SPACED 0 12"O.C.VERTICALLY AROUND THE PERIMETER OF EACH 4x8 SLATWALL PANEL. (2)SUP CUPS m (09260)0 EACH MET. FASTEN SLATWALL THROUGH FACE OF ALUM.INSERT AND (0926D)0 EACH MET. AND HORIZONTALLY(LOAD �XX/ FASTEN TOP TRACK TO MTL. STUD,SCREW TO DEEP FASTEN TOP,TRACK TO MTL. FASTEN SLATWALL THROUGH FACE OF ALUM.INSERT AND FASTEN SLATWALL THROUGH FACE OF ALUM.INSERT AND DECK/PLATE W/,y10-16 TEK LEG TRACK ONLY PLYWD TO METAL FRAMING AT A"O.C.VERT:(MAX.)AT DECK PLATE W 1D-18 TEK STUD,SCREW TD DEEP PLYWD TO METAL FRAMING AT 9'O.C.VERT.(MAX.)AT AVERAGED 6°FROM WALL PLYWD TO METAL FURRING AT 9"O.C.VERT.(MAX.)AT SCREW 0 12'O.C. EACH STUD(16"O.C.TYP:,24`MAX.)w/R'8 PAN HEAD / /� LEG TRACK ONLY EACH STUD 18"O.C.TYP.,24'MAX.)w//8 PAN HEAD EACH STUD(18"O.C.TYP„24"MAX.)w/,96 PAN HEAD SCREW 0 12"O.C. METAL STRAP BLOCKING SCREWS,1 1/2'LONG,SELF TAPPING w/ZINC'FIN ISH. SCREWS,1 1/2"LONG,SELF TAPPING w/ZINC FINISH. SCREWS,1 1/2"LONG,SELF TAPPING w/ZINC FINISH, 4'"r METAL STUDS W/1 5/8"FLANGE EACH FULL SLATWALL PANEL IS 70 HAVE(4Y) EACH FULL SLATWALL PANEL IS TO HAVE(42) EACH FULL SLATWALL PANEL IS TO HAVE(42) FORTY-TWO SCREWS. DO NOT SCREW AT TOP AND METAL STUDS W/1 5/8'FLANGE FORTY-TWO SCREWS. DO NOT SCREW AT TOP AND FORTY-TWO SCREWS,(5)FIVE HILT]KWIK-CON II+TFH, AT 16"O.C. PARTITION AS SCHED., BOTTOM HORIZONTAL SEAMS PANEL JOINTS AT 16"O.C. PARTITION AS SCHED., (PANEL JOINTS). TORX FLAT HEAD ALONG TOP INSERT& S7) p7 ( )• BOTTOM HORIZONTAL SEAMS DO P102 FASTEN TO DO JU FASTEN TO THIRTY-SEVEN#8 PAN-HEAD SCREWS A$SHOWN 5/e"GYP.BOARD DEEP LEG TRACK NOTE:IF SLATWALL IS TO BE ATTACHED TO A FIRE 5/8'GYP.BOARD DEEP LEG TRACK NOTE:IF SLATWALL IS TO BE ATTACHED TO A FIRE FASTENER PATTERN DETAIL ABOVE. DO NOT SCREW AT RATED WALL PROVIDE GYP,BD.BEHIND PLYWD.AS REQ'D RATED WALL PROVIDE GYP.BO.BEHIND PLYWD.AS REQ'D TOP AND BOTTOM HORIZONTAL SEAMS(PANEL JOINTS). m FOR FIRE RATING AND USE LONGER SCREWS FOR FOR FIRE RATING AND USE LONGER SCREWS FOR L j SLATWALL HEAD DETAIL ATTACHMENT To METAL sTuos. SLATWALL HEAD DETAIL ATTACHMENT TO METAL STUDS. � 3"=1'—Or' 3"=1'-0" Qi \ ATTACH SLATWALL TO COMB.BLOCK 3/4"MIN.EMBED _ 5p \ WALL w/3/16"DIA.x 3 3/4•LONG HILTI T TOP INSERT ONLY z % \ i \ KWIK-CON II+TFH,TORX FLAT HEAD W METAL STUDS W/1 5/8"FLANGE �� / \ METAL STUDS,W/1 5/8"FLANGE ��i / \\ ZINC FINISH,ALONG TOP INSERT ONLY �i�/ \ A6cH.PwaecTa waa raaecrp F- AT 16"O.C. i / \ AT 16"O.C. i / \ (5 TOTAL),1 3/4"EMBED MIN. i / XXXXXX / \\ i // / \� 5/8"PLYWD.SUBSTRATE i / \ CHECKED: 4� 5/8"PLYWD.SUBSTRATE / 5/8"PLYWD.SUBSTRATE i BEHIND SLATWALL v BEHIND SLATWALL ` BEHIND SLATWALL / F / ( _ ) 7/8"20 GA METAL HAT CHANNEL AT 18' SLATWALL PANEL SYSTEM,GLUE " \ I \ B.C.,ATTACH TO CONC.BLOCK WALL w/ / I� I SLATWALL PANEL SYSTEM,GLUE ) 3/16"DIA.HILTI KONCCON II+BLOCK WALL RX I LICENSED TO PLYWD&SCREW TO METAL � y TO PLYWD&SCREW TO METAL —�I I ( ( / I ( FLAT HEAD AT 12"O.C.,1 3/4'EMBED I ARCHITECT L FRAMING.SEE FASTENER NOTES FRAMING.SEE FASTENER NOTES - gg AflH TE a 1HIS SHEET FOR ATTACHMENT \ �\ THIS SHEET FOR ATTACHMENT SLATWALL PANEL SYSTEM,GLUE �q TO PLYWD&SCREW TO METAL 33 FURRING.SEE FASTENER NOT THIS SHEET FOR ATTACHMENT'—"' SET SLATWALL ON WD BLOCKING, __ \ / SET SLATWALL ON WD BLOCKING, / VINYL BASE TO EXTEND 2'ABOVE \ / VINYL BASE TO EXTEND 2'ABOVE ►�� \ SET SLATWALL ON WD BLOCKING, / EDGE OF SLATWALL __ \ / ► __ // VINYL BASE TO EX TEND 2"ABOVE _ \\EDGE OF SLATWALL \ EDGE OF SLATWALL 4"VINYL BASE VB-3 \ (6 ( ) / // 4'VINYL BASE D BLO ��` - U ATTACHED TO WD BLOCKING iv i ATTACHED TO WD BLOCKING--�""f (V VINYL BASE LYIN 8.WOOOWIIY FIN.FUR. ATTACHE FIN.FLR: t TO WO)BLOCKING _ BTATE OF IDANO M 21/16" !1/16" SNO\40 FIN.FUR. PUUMBER O P.T.WD BLOCKING P.T.WD BLOCKING----- N?AL V1AEN / Q3I N8 3 SO 8E UCNOR70 t0 FAS LUSHQW/FACE OFESLATWALFCONTRA To IBLOCKBNG E08-MBEDCINTIO SLABHILT]DNI 32 PO )S SLATWALL BASE DETAIL FLUSHQW/iAC'D TOE AKE FACE OF CONTRACTOR !SLATWALFRED TO IBLOCKIMG EMBEDCINTIO SLAB)S SLATWALL BASE DETAIL pAi,Nca+ W WQt BE�" P.T.WD BLocKING SLATWALL HEAD BASE DETAIL uHAw.Nc nne: I CONTRACTOR REQUIRED TO PoP LUMBER OC 3r'=1'—O" 3"=1'—O" p1Gn AS REQ'D 70 MAKE FACE OF BLOCKING / SLATWALL L FLUSH W/FACE OF SLATWALL 3"=1 r_D" DETAILS o SLATWALL INSTALLATION @ INTERIOR WALLS Q5 ALT.S ALL LATWALL INSTALLATION @FRONT W 03 TYP.SLATWALL INSTALLATION @FRONT WALL 016 3 _ SOURCE:VER.1,2013 SOURCE:VER.1.2013 SOURCE:VER.1.2013 / i 3 5 WEB STIFFENER O ME00 LAP JOISTS 4'& EA JOIST CFM JOISTS O 16' eNM to \N.R1tCW 0O/C SEE AN S 0 /010E16 DjE CREWS 16 GA RIM TRACK GFORAUGE&TSPPACING PROVIDE yFNjMP01 FN 1 41R5��' O MNNI PgCTOR 10 Q I\ l�Tcn•-N 0 a^ W V'T ,1^P�REY�oGwosEON�Ira+0 t saw�a�+GEx` 'Ccamz =% m�a ? 16 GAUGE \OUMPRYR to MAZ gNGEG�"TFS' 0°p0 0� 0 CONT TRACK MN .cN OY r,RM, MOM y J, LU LU W 0 16 GA CONT TRACK DESIGNER NOTE CHECKLIST K CFM JOIST-SEE 0 PLAN FOR JOIST LOCATE JOIST 65'-0"CONCRETE PA 26'-0" a 3 F O.M.SIZE&GAUGE DIRECTLY ABOVE 3'-4" 17-4' F.O.M. E LU STUD(TYP) REINFORCED CONCRETE PAD M.O. _ g i g i F- 16 GA.CUP I W/CONCRETE CURB ON I ANGLE THREE SIDES FOR TRASH Iy Z CFM STUDS O i6' - DUMPSTER.REF.STRUCT. 09 F 0 -SEE PUN COORDINATE LOCATION p tk > 15'-4" FOR SIZE&CA W/ALL UTILITIES 6 CFM STUDS 0 16" 0 EXTERIOR STAIRS / -SEE PLAN AS REQUIRED REF. 4 4 FOR SIZE AND qLyy F• GAUGE 05 POWERWALL SCREEN WALL ASSEMBLY O TOP K 1° JOIST BEARING DETAIL 20 JOIST BEARING DETAIL 1 g 8 BUMPER,SEE MFR FOR g e CABINE S TO SIT O INSTALLATION INSTRUCTIONS ps a ON TOP OF 4'(H) x 7 3 i SOURCE:VER.1.2013 3/4"=V-0" SOURCE:VER.1.2013 3/4"=1'-0"� '� 12 4 CONCRETE CURB. 8 �e z -- _ ---- -T BOLARD REF.11/A1.1 --- DOCK LIGHT(1030) •o -- - 7 9 0 REINF.CONC.SLAB FOR PIT MOUNTED P2 a -� 10 COMPACTOR&DELIVERY o 01 LEVELER(10300) 11 FQ W CFM STUDS O 18' p I TRUCKS REF STRUCT. -I J U O/C SEE PLAN FOR SLOPE DOWN 6%MAX, RMEM NOTE:PROVIDE 5 8'FR.TR. LOU SIZE&GAUGE WHEN RAM IS REOD PLYWOOD TO 48' FF OVER _1 YELLOW CABINET-"A/FOR K 0.145"DIA.POWDER GYP.BD.ITN RECEI NO& TELEPHONE, d DRIVEN FASTENERS AT EXTERIOR STAIRS p STRIPING p SECURITY PANEL 0 W INSTALL STUDS TRASH CONTAINER PRESALES AREA ALL GYP. AND FIRE ALARM U V 1 1/2"COLD W/SAME DIMENSION 16.O.C.(1"MIN.EMBED ,o AS REWIRED REF. BD.PARBDONS/W LLS CONTROL PANEL M 0 N L1 1 2'xt 1 2'x16 GA CLIP ROLLED CHANNEL FOR BRIDGING INTO SLAB) I I 13/A1'I REF:A1.1 0 Z- / / AUGNMENT I PROVIDE CART ST DOCK DOOR TRANSFORMER ON J 0 ANGLE,FASTENED TO STUD Q N 35'-6 1/2' t° PROTECTORS;(1) AIR PER 3-0 p [ N r &U CHANNEL WITH(2) I BOLLARD F. 1 OVERHEAD DOOR,MCCUE CART SHELF 0 13'-0"AFT Y Q Z Q /10-16 SCREWS PER CON 11/A1.1 STOP MOUEL'CS P'. REFER TO SPRINKLER RISER AREA 0 u I °� PROJECT MANUAL OR VENDOR D W F 0 20'-0" 3' 4" i. 03 INFORMATION Z c O M.O. DOCK SEAL&8' 0 F N47EL_. BUMPERS(10300)K WID F s 18 GA CONT TRACK P2 (1D300) 0 W FOR COMPACTOR PAO c COMPACTOR&H PER D Z LII III CFM STUD-SEE _---- --- /� M" O xW PLAN FOR SIZE - _-_-_-_-_ _-_ _-_-_ _ _ _� � ' 0 F W= GAGE I 8'0 BOLLARD 18-H.ALIGNED v r r P2 P11 W/FRONT OF COMPACTOR I P2 LL D p Y O W} TRENCH BRAIN(02990) P2 P11 a I I -REF.05/A1.1 Q Q UI O 010-16 SCREWS I [ Y (EA FLANGE) [ Z rn 2 0 Z J ND � ¢ Z G as TYPICAL LATERAL BRACING DETAIL 15 TYPICAL STUD TO TRACK CONNECTION 14 RECEIVING PLAN 11 m° a I LL o Q SOURCE:VER.1.2013 3/4"=1'-0" 'SOURCE:VER.1.2013 3/4"=V-0" SOURCE:VER.1.2013 1/8'=1'-0" p� w p D I I `� S? � MEZZANINE FRAMING NOTES: _1 Pz P11 } 2.0 In 1 GAUGE,AND PACING HT GAUGE EASFSHOING WN ON THERS AND DRAWINGS.PROPEIES SHALL RTIES AND BDESIGNATIIONN THE S OF LIGHT i I i I E,SIZE43 p o 0 Q GAUGE STEELS FRAMING ARE BASED ON THOSE MANUFACTURED BY UNIMAST INCORPORATED. �/� 43 PROVIDE MEMBERS AND ACCESSORIES WITH THE MINIMUM STRUCTURAL AND PHYSICAL I 01 I I I ---T I / T 1 Q m Z S SO PROPERTIES INDICATED BY THE UNIMAST INCORPORATED DESIGNATIONS. 7. I I I 1 i rn t� 2.ALL MEMBERS SHALL BE FORMED FROM CORROSION RESISTANT STEEL,CORRESPONDING TO THE j II I 1 j m O OCL pp c0 REQUIREMENTS OF ASTM A653-94 AND SHALL BE ZINC COATED MEETING ASTM A924.MINIMUM 7� YIELD STRENGTH SHALL BE 33,000 PSI FOR ALL CR.RUNNERS AND ALL 20 GAUGE AND 18 .--1 GAUGE MEMBERS;AND 5D,000 PSI FOR ALL 16 GAUGE,14 GAUGE,AND 12 GAUGE MEMBERS. I I - (\ 3.PROVIDE COLD ROLLED CHANNEL BRIDGING(1 1/2-MIN.DEPTH WITH 9/16"MINIMUM FLANGE) II 6'x 16GA.MET. II ii _^ Q FOR LATERAL BRACING AT A MAXIMUM SPACING OF 48'ON CENTER. I I STUD PRTN.TYP. 4.FLOOR JOIST SHALL BE 8'-14 GA.'C'JOISTS AT 16"ON CENTER.PROVIDE WEB STIFFENERS I I i I I jlll LL�JJLJJJ I) AT ALL BEARING POINTS.(8'-12 GA.'C'JOISTS WITHOUT WEB STIFFENERS MAY BE USED AS I (2)10•x14 GA.C.F. I I ❑ SALES MET.JOIST HEADER, I I i1 I Q ALT.TO 14 GA.JOISTS MAX SPAN-12'-8' II I I I I :I I I I LOCATE BOT.OF HEADER 11 1 1 1 I I I I I I I P2 P11 j 5.STUDS IN BEARING WALLS SHALL BE 18 GA.AT 16'ON CENTER.ALIGN STUDS WITH FLOOR " I I I I I 'I I I `a AS REQUIRED TO I I 1i I GlsmleuTlpN: DaTc 11 1 1 ! I I I n PROVIDE T-0'CLR. I I I 1, I Prototype Ver.1.2013 10/15/13 JOISTS STUDS SHALL BE INSTALLED WITH FULL BEARING AGAINST THE INSIDE OF THE RUNNER I I 1 1 1 I I I z 1 I Type TRACK. OPENING BELOW 6.HEADERS FOR OPENINGS IN BEARING WALLS SHALL BE(2)10--14 GA.-C- JOISTS.PROVIDE -I I I '-I i i i I i N PERMIT X/XX/ 0 WEB STIFFENERS AT EACH END.PROVIDE TRIPLE STUDS AT EACH END OF HEADER(TWO FULL I I I I I I I I o 3-5/8'x 18GA. I I I --- --------- I I I l I I MET.STUD I I I ________-` HEIGHT AND ONE CRIPPLE).TOP OF HEADERS TO BE INSTALLED O SAME ELEVATION AS THE I I PRTN.TYP. BID TOP OF THE REMAINING FLOOR FRAMING. "•C I Ixxtxxxx 7.SPLICES IN HEAVY GAUGE FRAMING MEMBERS,OTHER THAN RUNNER TRACK,SHALL NOT BE I I I - 0� PERMITTED. �z FLOOR SYSTEM O I I 1 8.ANCHOR RUNNER TRACK FOR BEARING WALLS TO CONCRETE SLAB WITH 0.145'DIAMETER j� I I I ">a STORAGE'C'SHALL I POWDER DRIVEN FASTENERS AT A MA%IMUM SPACING OF 16'. a I I j l l I vai BE REMOVABLE FOR j I I j 12 FO 9.LOAD BEARING METAL STUDS HAVE BEEN DESIGNED TO SPAN VERTICALLY AS SIMPLE SPANS a I I ; I S7ALLARON I I 1 I i ABV. m FUTURE LIFT FROM FINISH FLOOR TO FINISH FLOOR AND ARE DEPENDENT UPON THE COMPLETED MEZZANINE I I I I I STRUCTURE,FLOOR SYSTEM AND THE COMPLETION OF ALL COMPONENTS FOR STABILITY. 02 10.DOUBLE STUDS AND JOISTS AT SAFE LOCATION. I I I� I 6'z16GA.MET.STUD I I I \yB_I 04 i� m III IIII III III III III iII _-_ \_•\N PRTN. (APA-RATED FOR 16"O.C.JOISTS)FASTENED TO JOISTS O 12'O.C.(6'O.C.ALONG EDGES). III TRIPLE-STUD POST, TYP.O HEADER _ CA oPP 11.MEZZ.FLOOR SYSTEM SHALL BE 3/4 F.R.7R.6TURD-I-FLOOR TdG SUBFLOORING 12.TO DETER INE COMPREHENSIVE STRENGTH OF THE SOILS CONTRACTOR SHALL PERFORM CORE SAMPLES BELOW THE MEZZANINE AREA. BRC.Q I L1J L I I AXreXcXre.XaXHaX eclx eea rnaeax 254 3 -0"M.O. 14'-6" 3'-4' 22'-4 1/2 (2)10•x14 GA. 8 _ � Ind I I I I I I I I I C.F.MET.JOIST PRECAST CONC. PLYWI).CATWALK ABV. M.O. \ 02/A 1 0'7 DRAWN: CHECKED: J-� -I N I I I I I I I TRAS MAN(02990) I l l l i i l HEADER,TYP. \ II �IREF.0--- i2��L PROVIDE DOUBLE -_ m _- I -_- _ ___ __ ________BELOW SAFE LOCATIONSTORE .__ _ _I _-= 1 ______ ____ - / LJCCNBm (DTL.oI/A8.z) � ------------------- ---------------~----- --- \ Ol ARCNTECT I ------' FRNM DE / A 1 DPP. AR•1682 FS3 MG � PSF PROVIDE FLOOR OPENING I 1 01 \ d - VyE\.ONO 2 FOR MECH.CHASE wy- i ry 8`04GA.MET.'C'JOISTS - TCONOU\T q O 16"O.C.(MAX.)TYP. 9 4' 8" ZZZ12'-5" 4-8". 44'-0' 4,- 12'-5" 4'- " C 0U0 LOBN\EO\ 4,t II 401-0"RAMP WIDTH I U s -'o .4,.d' I I LYNE L WOODWAY A // 1 23'-10" 3 1/2"14'-6 3/8" 11'-9 1/2" 12-4 5/8" ETATE OF DAHO F , ----- =HEADER ®-BEARING WALL 1- " 17'-1" 49'-4" 17'-1" 20'-11" Ql ® .TRIPLE STUD POST 1 NQTE: `D 1I 1 MEZZANINE/FRAMII DRAWING TITLE A A.1 I A.6 A.7 A.8 03 8.7 6.9 C.2 C.4 D D.2 DA D2 � LARGE SCALE E �oW PLANS 0 MEZZANINE FRAMING PLAN 04 PR Dot ENTRANCE CANOPY PLAN 01 � Q SOURCE:VER.1.2C13 1/8"=1'-0" SOURCE:VER.1.2013 i �Z a '5 O �< NpO�� Wt- a � Cow �( Z CMU G� C P/ O O re•µTM �y5. O� . EXTERIOR SIDE 1 F) 1R Z 51R O 1 2 �CNTfP�UFWN v6 19 O a PRESSURE INJECTED MAS flRF'- tplNrn� v �_ W Pl O INSUL.(07220) \7ECT 10"�"',, o��F s 1ON- W 7/8'x 20 GA.METAL FURRING FRp,�.GT AR�p1�M Ap 6 0* R F O CHANNELS 16"O.C.PER 01/A6.3 f�yEW V•YWis ;a* Z BODE:WHEN FURRING CHANNELS 5 ARE RE a 3 4 CAN NOT BE ANCHORED F1'AN W PROPERLY INTO THE WALL TO I I INTERIOR SIDE SUPPORT THE SLATWALL THEN Q PROVIDE STRUCT.STUDS FROM FLOOR TO DECK ABOVE To I I DESIGNER NOTE CHECKLIST W SUPPORT THE SLATWALL. REF: m y y03/A6.3 __-_-_-_ _ _I I _ _-_- _ -_-_ _ _-_-_. 0 O 5/8'GYP.80.TO 4" I I -- p tltl 3 EXTERIOR SIDE 4 ABOVE ACT OR TO BOTTOM 01 01 W OF ROOF DECI(WHERE NO I I q9,1 yy r CEILING OCCURS I I O 1 13 F 0 P2 SLW-1 W/ALUMINUM I I 2 1 14S Z ® INSERTS TO 14'-0'A.F.F. 24'-6" I I 24-8 3 15 i$xCF (SCREWED S GLUED TO > 1 2 SUBSTRATE) REF.04/AB.2 4 1/" 4 7/8" 4 7/8" 4 7/8' 0: INTERIOR SIDE 4-0" 4-0" 14'-11" 4 1/4' I 4'-0" 4 1/4"4'-0 5/8"7 1/4" 4'-2 3/4"4 7/8" 10'-8 1/4" 4 18 ® 5/8'PLYWD.SUBSTRATE I I ADJUSTABLE 02 8 1B ymgQk O EXTERIOR SIDE? ®UNDERSIDE DE ROOF DECK 03 09 14 I I D1 P4 P9 TSH OELVINGDETAI SIMILAR 82 P4 \ 7 19It 01� @@@ 4 ® SLW-1 W/ALUMINUM B 20 INSERTS TO/4'-0"A.F.F. 0 P3 4 (SCREWED @ GLUED TO ' N SUBSTRATE) REF.SHEET STAIR / ^ I P3 cCG Z L A6.3 +��ppIF�/yy} P9 COUNTERTOP I I Z p�{ � =.`- 01 10 5 CONT.BOTTOM TRACK of �51I I41 I I o'�r:� P4 P i 3-0 4 2 1 0 4 INTERIOR 7 8 O SECURED TO CONC.N1Ti a o I I OF F.D. ELUQ BR DAL 1 DECORATIVE ¢ 11 w 0 POWDER ACTUATED I = ° P4 14 9.1 12 W O FASTENERS 16'O.C. �i ASSISTANT -„ RAIL-CENTER w `S U `m �1�E�f/��'R D1 ,I I I �:'3• 1;-0" it DECORATIVE W Z O CONTINUOUS ROOF """'tiX7C1 Q RAIL R C d 6 DEFLECDON TRACK SECURED ,ILcSvGcLI� I I �_ �,f CENTERLINE OF p W TO BOTTOM OF ROOF DECK REF.09 A9.1. ®�© 0 14 i i P4 P.8 m ROUNITERAi WALL Fl/R1. J 0 0 REF.09/A8.1 c _ Z p ❑ O METAL STUDS 16"O.C.TO f P9 / N 12 I I 12 'co <Y P4 7 STRUCTURE ABOVE. REFER P4 I I WOOD n N LL) Z 2 7 TO LARGE SCALE PLANS S ,R,TN11l•Is I NTERTOP -i 12D P4 P4 CASING ..' 0< SECTIONS FOR FRAMING SIZE P3 P4 n A d" gfl>t qpM _ SHELVES BRIDAL 2 O ® 3-C/V SOUND ATTENUATION N ypNp RE P4 a ¶ I I P4 P8 �p 12 J��ALL BASE�Y .I 0 (n 0 W GATT INSULATION ""-'TL7LFS1LRJ1 SO M O F 4 V-8 3/8'x 4'-5' ABOVE SLATWALL S CLR.MECH.CHASE o 4 7/8" o �tl41 �\ 4 3 2EL ^ 0 0 0 1 0© VESTIBULE TWALL O O 5/8'MOISTURE RESISTANT I I P¢ CABINETS .. Lu -i 11 P4 •1 PAN GYP.BD.PER FINISH •I 6,-0 1/8" 8'-6" < }} F 4-0 3/4° I I 4 7 8 1 ' " ¢ Y O m w - - SCHEDULE 4 1/4' 1/4" P9 /" 4'-0 1/8" CC-2 1n O 2 m F PS I I > P3 ;� RooFx�Tau 14 .i I I = STAR cc-, 71/4" i - P4 18 Q o I�LL 7 ¢ CG-1 REF.,3 "3 I I 2 ELEVATION 1 w h g o SIM. I I 1/4„ 5/8" 7 1/4" © II 8, 1„ 7'-0 1/2" CG-2 w Z J >a 11 COPIER/FAx Q P9 / Ro wB z ¢ 0 J Z O CASH OFFICE ` I P3 1 P4 -0 z WALLS ONLY o P BBB DGENERAL m \ CG-2 14'-8 1/2" O U Z LL v1 a. - 1 - ®O© / \ N 0 � /2" 13-11 1/2" 4 1/2" p Q O 08 p a GYP.BD.TO UNDERSIDE OF CG-1 a I I I/ 4'�8 /2'� • 117 F SUBFLOOR AT RESTROOMS 8-9 1/4 $ , I I 1 O FCG m d U �i I I P5 2'-3" 2'-3" .1 Y tGN = S ____,M 71/4„ I 01 \ 2^ 0 i P6 o P2 sIM. 8. o< m P4 09 00 I P6 P4 \ P6 0 1.3 = w -- -- - ------- -2 07 - __ ----- 1.3 1+ 7 9 P9 P9 03 ,a NB 1 wLLaororn 07 15 8_5 q 8. 8.-1.� 4 8 6-0 3/B ••`-- ----. VEST.'i Q = m Z 211 P9 a I I-\I _ 8 9 n VENDING MACHINES _____ a 6 _ _ __i ry-1r 3/8__113 _ P6� 115N, r-- , _ 8 t6 FMB ¢ w z�� BY BBB `BREAK P9 ® "�`-'`O O 7 m a z�o a0o p P7 - ----J I o 04 ' m o m a 2 m -- ------------- - 1 P3 LOCKERS(103WAW I 18 ---- --- --�` LOCATION S OUANTITY,13--•, 3 S \ SHOWN ON'TEN FPS I I _ - - F.D. "4 _ AIR CUR INS O -N 7 9 - PLANS"DRAYANC'F-1' - } } g�i I I 1 9- .F,D, 3 2 4 MISC.S REFRIGERATOR 12 A8.2 KI p I I p, 1 1 A9. WB-1 SUPPOR _ D3 n 3 REF.DET.12/A8.1 INSTALLED S �IW� I I 10 p7 ; 106 I 9 4-O" PPLIED BY B®B `�y� CASHjd PS I I B B Dls.�lauTro�: ire: ®00 CAT RACK 11 5 1p P6 rj ----I - -E 7 Prototype Ver.1.2013 10/15/13 16 PS W SHELVING \� CG-1 203 , I I 2 w I I P3 13 \ 2 13 P3 i i \ PERMIT 08I07114 �_ p4 PS u ------ - < �' -_- - =_-=F- -- BID X I I i 1 1 CITY REIVEW \ CG-1 REFER TO ELEVATION STORE SAFE PROVIDED BY I I O? V-71/8'x -----------------J I /• O E 101 000 v 17/A&2 FOR EXTENT OF BBB AND INSTALLED BY GYP.BD.TO BOTTOM OF CHASE PLYWOOD PLYWOOD IN LIEU OF GYP. C.C.. -----------------J III -.. A DECK(CASH OFFICE SIDE) 10'-9 3/4' SEE 11/A3.2 4 1/4", 4 1/4" 11'-O 3/4" 1'-5 5/8" 4 1/4" 11'-2 3/B' / 3'-3" g'_7" 4 7/8' I I P9 I 7 8 A Al 6 IN CASE OF SHARED DEMISING WALLS: TOILET ROOM(S)ACCESSORIES MODEL/ GENERAL NOTES, ARCH.RR01-0 B.-I E.T. O1 SOAP DISPENSER,LAVATORY MOUNTED NA2546 1. PARTITION DIMENSIONS SHOWN ARE TO FACE XXXXXX INTERIOR OF GYP.W.OR FACE OF CMU,UNLESS ®0O s GENERAL NOTES: O TOILET TISSUE DISPENSER,SURFACE MOUNTED NA2547 NOTED OTHERIMSE. GRAwrr: cHBcxeG: T RE-RUMB g Rff' 0 TOILET SEAT COVER DISPENSER NA2548 2. REF.04/A7.1 FOR MEZZANINE FRAMING PLAN. P1O Pl l Dp NNE p01 1. REF.DET.OB/A8.2 FOR LOCATION OF 4 SANITARY NAPKIN VENDOR,SURFACE MOUNTED NA2584 3. REF.A9.1 FOR TOILET ROOM ACCESSORY RE- 'j GROMMET CUT-OUTS FOR COUNTERTOPS(TYP.) O LOCATIONS. e 2. 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FULL MIN. - BRACKETS Protot a Ver.1.2013 10115/13 5/e'RATE O END FULL O END a YP i SUBSTRATE LENGTH o CUT-OUT(EXCEPT O 6^ O �F SLATWALL(10300) PER M RUNTNG BRACKETS OUTSIDE SUPPORTS) PERMIT X m a u WHERE APPLICABLE N 3/4'WT 0 4P O" xxlxxw ---- NOTE: -I SCALD GUARD(15400) SUPPORT O 4'-0' BID Ld MITER SLATWALL ______ MEZZANINE FLOOR-___________ LOCATE GROMMETS ABOVE EACH OUTLET n 0•C• e M XX/X CORNERS MET.FRAMING W/MIN.DEPTH AND SPACE BETWEEN OUTLETS O 24"O.C. ,I _,( MAX. NOTE: W REO'D FOR ELEC.OUTLET. N➢7EL � N97EL REFER TO CASH OFFICE ELEVATIONS FOR FIN.FUR. REF.11/A8.2 FOR WHERE REUD PER ELEC.DWGS. IF MEZZ.WALL N£EDS TO REFER TO D4/A&2 LOCATION OF GROMMETS IN CASH OFFICE ADDITIONAL SHELVING L BE FIRE RATED?HEN FOR SLATWALL NOTES COUNTERS. FIN.FUR. a--+ PROVIDE GYP.80.BEHIND INFO. mPLYWD.SUBSTRATE. SLATWALL FURRING @COLUMN 10 INTERIOR STOREFRONT DETAIL 09 COUNTERTOP DETAIL 08 LAVATORY COUNTER DETAIL 07 COUNTER WITH SHELVES DETAIL 06 ED SOURCE:VER.1.2013 1 1/2"=V-0" SOURCE:VER.1.2013 1 3"=V-0" SOURCE:VER.1.2013 3/4"=V-0" SOURCE:VER.1.2013 3/4"=l'-O" SOURCE:VER.1.2013 3/4"=T-O" Ln 1"x1'SLATWALL TRIM(10300) y0�: 48" GLUED TO SLATWALL. SCREW IF MEZZ.WALL HEEDS'TO COUNTER WITH SHELVING Q CO 04 CORNERS O TOP,MIDDLE& 5/8"PLYWD.SUBSTRATE BE FIRE RATED THEN 18"D WALL ABOVE(REFER TO OB/A8.2) BOT.W/�'6 PAN HEAD SCREW, �_ PROVIDE GYP.80.BEhiIND Cf.B!NET W/ADJ. EXTEND MET.FRAMING ABOVE T.O. z SELF-TAPPING(ZINC FINISH). SLATWALL SCREWED&GLUED TO PLYWD,SlBSTRATE. SHELVES(06200) SLATWALL PTD.WHITE 11J SUBSTRATE. USE"LIQUID NAILS" - PANELING&MOULDING ADHESIVE FOR GLUING, RUN A CONT,BEAD- - 1'FILLER XXXXXXECT vaa OF GLUE AT EACH VERT.STUD ------ ----------- 6: F.R.T.WOOD BLOCKING LOCATION AS WELL AS AROUND THE NOTE: 16"DEEP (PTD.WHITE)ANCHORED TO MET. "T •T cxecxeo: SLATWALL(10300)ON PERIMETER OF EACH 4x8 SLATPIAUL PROVIDE SLATWALL MICROWAVE SHELF FRAMING _ 'a 5/8"PLYWD.ON 3 5/8" PANEL USE pB 1 1/2"PAN HEAD TRIM(10300)O ALL W/OPEN BACK X 20 GA.MET,FRAMING SELF-TAPPING SCREW(ZINC FINISH). EXPOSED EDGES TYP. 3 GFl DUPLEX DOORBELL TO 12'-O'A.F.F. SCREW THRU INSERTS MIN.OF ONE 1 SCREW EVERY THIRD SLOT 9 RECEPTACLES LICENSED �[ NOTE: O (" 1'-1" 3'-D" 3'-0' 1., ARCHITECT L 1.COLUMN WRAP SHALL NOT O,C,)VERT.ON THE STUD OR AR-1532 FURRING STRIP CENTER LINE, d EXCEED DIM' SHOWN. TYPICALLY 16"D.C.O EA.STUD - CAULK SLATWALL FURRING O COLUMN(ON STORE SAFES I (� 2.CENTER COLUMN FURRING LOCATION. (MAX.24'O.C.HORIZ.). P.LAM-1 COUNTERTOP/ 5/B"PLYWD,ON 3 5/e"%20 GA (10300) ♦= IN AISLE(AS CLOSELY EA.PANEL TO HAVE A MIN.OF(42) 4"BACKSPLASH ELEVATION MET.FRAMING) / Q AS POSSIBLE) FORTY-TWO SCREWS SECURING IT TO &SIDEWALL RETURN LF p > " CO _ _ 3.REFR TO 04/A8.2 FOR THE STUDS(16'D.C.). REFER TO (06200) / SUPPORTS {_ °i BLATWALL NOTES ELEVATION 1 OF 01/A9.1'FOR SINK- O.C.MAX.(06200) .I (6 ADDITIONAL INFORMATION. --- .-�-EXTEND MET,FRAMING(PTD.WHITE) Q T -OUTLET XXX ABOVE T.O.SLATWALL LYNN S.WOODBURY !' VB-3 ATTACHED 4"WIRE CAB. ,j \ 3-INCH BEIGE PLASTIC STATE OF DAHO M TO WD.BLOCKING - PULLS(08710) FR,TR.WOOD BLOCKING GROMMET O BLOC.COL(MAY VARY) ( FIN.FLR. 24'D BASE (PTD,WHITE)ANCHORED TO MET. REF.DTL.D6/A8,2. Ql MITER SLATWALL CABINET FRAMING WOOD BLOCKING 2'-9"CLR. Eq. 1'-2° EQ. � CORNERS 1'FILLER DRAWING TITLE: 1 CONTRACTOR REQUIRED TO RIP LUMBER VB-3 PARTIAL PLAN (3'-9"WHEN SAFE CLR. 21D x 3/4'WD./ ELEC.OUTLET REF.ELEC. AS REQ'D TO MAKE FACE OF BLOCKING IS LOCATED ON AN P.LAM-1 SHE LVE$W/ INTERIOR O (MOUNT ON OPPOSITE SIDE FLUSH W/FACE OF SLATWALL REFER TO ELEC.DWGS.FOR -INTERIOR-WALL) 12 ADJ.SIDE STANDARDS E OF TRAFFIC FLOW) DOORBELL LOCATION S &CLIP BRACKETS DETAILS 0 SLATWALL FURRING @ COLUMN 05 SLATWALL/BASE DETAIL 04 BREAKROOM ELEVATION 03 DOORBELL MOUNTING DETAIL 02 CASH OFFICE ELEVATION 01 8 2 o SOURCE:VER,1.2013 1 1/2"=1'-0" _.. SOURCE:VER.1.2013 3"=V-0" SOURCE:VER.1.2013 1/2"=V-0" SOURCE:VER.1.2013 1 1/2"=T-O" SOURCE:VER.1.2013 1/2"=1'4' L1. N \ aQ I4 DNB t9E8 o `i Z J �$ ELEVATION ®ie iDD INN IN all - � d o DESIGNER NOTE CHECKLIST w ELEVATION z \ _ mill a JI II IL ppGG 0 d ISOMETRIC VIEW — 3 U) to v SED IIIIBBBB��I 0 Btz ,tM. p t/2• ED � 0 ti /' r e' z' N �Z m LOCATION OF SLAT POLE ISOMETRIC VIEW ��rrrr -e rs r.K.rr: 11 ii s-�, I' it �I _I--YII- it •I�iF---III-'---�ii a IuIl n II °I. m>�r * fliIII--Tuu - aI u---- _-?H-RNI-I--`--ww0 LOC POLE V-e t/x' a al/710"llillt 011ll F SLAT CPOLE gl 1 'bf m W PLAN --A- ISOMETRIC NEW YUNC oz J 2FT.VERSION - RIGHT ORIENTATION [F77Z I ::I:: >-' A:0'C) SOURCE:VER.1.203 N.T.S. w z-°' 0 E-°• w ELAN 0 F N UJ t- ZzO P_w 2 G:F >0 C Ad d J} O E Zzo Vj U) pC N O SN Q Z 16 FT.VERSION -RIGHT ORIENTATION 13 20 FT.VERSION -RIGHT ORIENTATION 11 m O_ i SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. w LL O Z 016 U ua d • � I Ov 1%1 IL Z a.I 0 e m—a Do n N N m Z L-JI L J CT +' aXJz > ISOMETRIC VIEW � °o a c�0 o 0 7� F 4 W M 4 �W m U QLOCATION SLAT POLE /nl .. III ❑ _ h U -- I DDBD®i 7 DIstRleunN:o once Prototype Ver.1.2013 10/15/13 PERMIT xximm T ELAN BID X/Xw m 12 FT.VERSION-LEFT ORIENTATION FIEVnT�( �� a wxw 66 SOURCE:VER.1.2013 N.T.S. c +J rB m NOTES: Q) -CONTRACTOR TO PROVIDE VB-3 AT CUSTOMER SERVICE DESK, - m REMOTE SERVICE DESK,AND REGISTER BAYS ` � (CASH WRAP STORE FIXTURES) NO (mow`CUSTOMER SERVICE DESK FURNISHED (AS PURCHASED -- 18-0 z ED FROM BBB'e NATIONAL ACCOUNT VENDOR)AND +'-z IM r-e• r-°t/z' +'-z Vz' r-e• r-V +'-s I/z• - ---- Q - INSTALLED BY CONTRACTOR. z ISOMETRIC VIEW — -li II I -�' 9 �a rrr@i ISOMETRIC VIEW o� Xl..lu EBB PROJECT# CONTRACTOR RESPONSIBILITIES INCLUDE: - -,--I a_�_ _ _ _ _a_a _e_ _ _ a--A I II II I o In LOCATION OF SLAP POLE -T--� CHECKED: L+ LOCATION OF SLAT POLE r 1. TAKE DELIVERY OF CSD COMPONENTS. I ti 2. ASSEMBLE ALL CSD COMPONENTS. �j'-^ I u LICENSED -A--� -L--{ h ARCHITECT 3. INSTALL CSD COUNTERS. AR•1532 Cl 4. INSTALL WALL BUMPER GUARDS(SERIES 50). StOMfR III A ''a RI u u dl I'`. ''nlll lln (CIII. ><' I11111 \�C u ll III >C' III u llll II III 5. PROVIDE AND INSTALL VINYL BASE(VB-3). MCAy{AT�S FltOL tN I III u u II u u lul u O S. CONTRACTOR TO BE RESPONSIBLE FOR FREIGHT. >fNDN OOSFD^^ �� o o' C-r p-n• C 7. CONTRACTOR TO MAKE SURE THAT THE DESKSET lit z'-0' ,� e'-o' �, a'_t� z_ U ARRIVES NO LATER THAN 12 DAYS PRIOR TO VEM F1'AN ELAN PLAN XXX LYNN S.WOODBURY iv DELIVERY DATE. BTATE OF IDANO M S. DESKS CANNOT BE ORDERED UNTIL BBB HAS GIVEN SPECIFIC DESK LAYOUTS TO THE NATIONAL ( ACCOUNT VENDOR AND FINAL DESIGNS WON'T BE T DRAWING TITLE: AVAILABLE UNTIL 10 WEEKS PRIOR TO SUBSTANTIAL O COMPLETION. CUSTOMER E SERVICE DESK o C.S.D. FINISH NOTES 116 FT.VERSION-LEFT ORIENTATION 03 20 FT.VERSION-LEFT ORIENTATION 01 A8:3' (U o SOURCE:VER,12013 N:T.S. SOURCE,VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. / a N 2'-8 7/8" Q �O Wit li li w In < II II ° 3 �I � � _ � I " II II II I � n Lu 0. SIDE ELEVATION FRONT ELEVATION DESIGNER NOTE CHECKLIST o -a F "B" "INSIDE" ELEVATION LEFT � "INSIDE" ELEVATION SIDE ELEVATION z i Z 11 d 2'-2 7/8" 2'-1 3/4" 2'-t 3/1 2'-2 7/8" POWER POLE WRAPPED 7-8" W/SLATWALL ❑ � C O 0 II \ R I❑ ii II Ili ❑I ❑ O J ip Z II II II POWER POLE O n II it III CUT OUT LOCATIONS W II N q RIGHT - ^ FRONT PLAN "INSIDE" ISOMETRIC ---------- a F W y FRONT DISPLAY UNIT g V 9-1 1/2 I _ REF.20/A8.4 Y 2,_11/2„ ISOMETRIC VIEW 3-FOOT SERVICE DESK WITH 2 DRAWERS 11 51 REAR VIEW ISOMETRIC PLAN o N SOURCE:VER.1.2013 N.T.S. > z z FRONT DISPLAY UNIT-U SHAPED 20 GONDOLA TOP y Q 0 a SPANNER F p SOURCE:VER.1.2013 N.T.S. +, WORKSTARON N LLI Z F - 1 3/8" LOCATION v ♦- 0 F ?• —_ 0 . 0= 2'-6 7/8" q_7 1/q" 1 T�— (2)1"CONDUITS (n z 0 ,:4 a I L z LLJ N ¢ Y o Lil o _ - o GONDOLA SLATWALL T Q Q LU O n UPRIGHT ENCLOSURE ,'d a �_ 7'-5 1/2" PLAN VIEW w JQ " POWER POLE WRAPPED O Z co ME W/SLATWALL ,�� DECK z Q J U)p PLAN PAINTED CONDUIT O W Z Z o a SIDE ELEVATION ONT ELEVATION o DEGK 0 p Q I s�< REGISTER BAYS- U SHAPED 13 SLATWALL ENCLOSURE m a U F W NO (2)1"CONDUITS of z 2'-31/4" SOURCE:VER,12013 N.T.S. ^J( U^ LL NOW �J w 0 U a GONDOLA UPRIGHT Ili Q a • u — —C— ill oWI$'�wuD II FLAT SCREEN QIli it III MONITOR HERE w u_<o N -a pool o I2 DO DO Q w II it III KEYBOARD HERE �/1 w Q m Z w� . 4'_9 1/4" \ •� O " O Ir z 2'-0 1/2" 4'-7" 10" " N FILE DRAWER/ 1 I 1 rt1 U 00 AR ISOMETRIC PLAN a TRASH CAN HERE t BASE DECK w a FRONT DISPLAY UNIT-TANDEM FIN.FLOOR U SOURCE:VER.12013 N.T.S. DISTRIBUTION:� DATE i -p SIDE ELEVATION VIEW Prototype Ver.12013 10/15113 — PERMIT X/XX/ > NOTES: O POWER POLE BID XXlXXlXX m CONTRACTOR TO PROVIDE VB-3 AT CUSTOMER SERVICE DESK, " LOCARON WORK STATION DETAIL 06 w xxix 02$ REMOTE SERVICE DESK, AND REGISTER BAYS SOURCE:VER.1.2010 N.T.S. (CASH WRAP STORE FIXTURES) --- - 4_, — — m REGISTER BAYS AND REMOTE SERVICE DESKS FURNISHED (AS "p" 9f POWER POLE WRAPPED 4-1 1/2r PURCHASED FROM BBB's NATIONAL ACCOUNT VENDOR)AND U INSIDE ELEVATIO W/SLATWALL INSTALLED BY CONTRACTOR. CONTRACTOR RESPONSIBILITIES INCLUDE: N 0 BT Q 1. TAKE DELIVERY OF REGISTER BAY AND RSD COMPONENTS. POWER POLE WRAPPED 1 W/;SLATWALL j 2. ASSEMBLE ALL REGISTER BAY AND RSD COMPONENTS. ( XXXXXXBcr B RRaec*w USE TE 3. INSTALL REGISTER BAY AND RSD COUNTERS. ERECT RSYcoo o1NA ❑ 4. INSTALL WALL BUMPER GUARDS(SERIES 50). Ct NDUTM¢Z+°ay�M 1 kE a cNBCKB �'i o"E G rl�,H+rTM EAR" 1'-4" i 5. PROVIDE AND INSTALL VINYL BASE(VB-3). 1AY�� 2 o LICENSED "INSIDE AT N SE ID ELEVATION AAR-1532T d 6. CONTRACTOR TO BE RESPONSIBLE FOR FREIGHT. �EapC e u To o 0 7. CONTRACTOR TO MAKE SURE THAT THE DESK pea aso O FRONT ARRIVES NO LATER THAN 12 DAYS PRIOR TO pErE1NE fu u DELIVERY DATE. ❑ LYta B.Xw00DBURY POWER POLE WRAPPED STATE OF DAHO M 8. DESKS CANNOT BE ORDERED UNTIL BBB HAS W/SLATWALL O al GIVEN SPECIFIC DESK LAYOUTS TO THE NATIONAL n'-71/a" - 4'-1 1/2" DRAWING llllE: ACCOUNT VENDOR AND FINAL DESIGNS WON'T BE O AVAILABLE UNTIL 10 WEEKS PRIOR TO SUBSTANTIAL PLAN "INSIDE ISOM C REGISTER BAYS E COMPLETION. AND REMOTE SERVICE DESKS o REGISTER BAYS AND RSD FINISH NOTES 05 REGISTER BAYS-TANDEM 0 4-FOOT SERVICE DESK WITH 2 DRAWERS 0 FA8.4, c SOURCE:VER.12013 N.T.S. SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 1 N.T.S. n, NOTE:PROXIMITY NOTE: PROVIDE VERTICAL TIME MIST FAUCETS SHALL MAXIMUM HEIGHT OF CT-6 PTD-7 GRAB BAR AND pT0-7 �] DISPENSER REMAIN OPEN 10 34°IS MEASURED TO BLKG.WHEN REQ'D. PTD-7 Z H 40" SECONDS MINIMUM THE HIGHER OF THE CONCEALED BLKG. (10300) �✓ E PROVIDE ONLY WHEN BY CODE ONLY. PER MFR. L50 IN A MULTIPLE FIXTURE RIM OR CT-5 CT-4 PTD-7 P.LAM-4 P1D-7 CT-8 PTD-7 CT-6 PTD-7 PTD-7 SS-1 CT-6 s N REO'D.BY CODE SINK SITUATION, COUNTER SURFACE STACKED CONCEALED MOSAIC COUNTER Li 0 ® \ ONE BOWL SHALL G. BANDS IIRROR (ram) Z o� BE 8 1/2"DEEP MAXIMUM I u 36 V ul 8BAR w = Nz MQZ r v woM / os I Z TOILET ROOM SIGNAGE ELECTRIC URINAL TOILET SANITARY TOILET f SURFACE MOUNTED MIRROR BABY LAVATORIES SANITARY -- I --- - 0 WATER SEAT NAPKIN TISSUE PAPER TOWEL ELECTRIC HAND 30"x36" CHANGING NAPKIN o I RUNNING " 115 I I „I W DRYER -------j au (TYR.) COOLER COVER DISPOSAL DISPENSER DISPENSER STATION B VENDOR iN DISPENSER f` a INSTALL SIGNAGE DESIGNATINGLETTERS BHA"& EA.STALL TLTMONLY) EA.STALL I DESIGNER NOTE CHECKLIST YW "WOMEN"RAISED 1/3 LETTERS SHALL BE EA.STALL 2"HIGH,RAISED 1/32"UPPER CASE I � BRAILLE MOUNT SIGNAGE 60"A.F.F.TO CONCEALED ACCESSIBLE TOILET FLUSH 0 CENTERLINE OF SIGN AND MAX,B'FROM 4"TILES iW/CUT BLKG. (EVER ON OPEN/WIDE 510E BABY CHANGING STATION SCALD GUARD SURFACE MOUNTED ae a $ 3 DOOR JAMB ON WALL ADJACENT TO LATCH BED BATH & BEYOND STANDARD ACCESSORIES LOCATIONS I7"6' PAPERTOWEL W SIDE OF DOOR. FINISH SHALL BE MATTE EDGE 0 FLOOR TYR, TYP,FOR BOTH TOILET ROOMS DISPENSER f W1Ti WHITE CHARACTERS ON BUCK MINIMUM REQUIRED IHOlES: i °d i°d i �a i P, BACKGROUND. CLEARANCE BELOW LAYS ELEVATION 1 ELEVATION 2 TOILET PARTITIONS ARE FLOOR MM.W/ ELEVATION 3 ELEVATION 4 U Z NOTE: NOTE: HEAD-RAIL BRACING REF.10300 0 SIGNAGE TO COMPLY W/CHAPTER 7. PROVIDE CONCEALED BLOCKING AT ALL TOILET ROOM ACCESSORIES 19 1 j COMMUNICATION ELEMENTS AND FEATURES ACCESSORIES AS REQUIRED BY MFR.. FOR ANY WALL MID.ACCESSORIES WHICH 2 CROSS THE 5'-0"TILE LINE;TILE SHALL TOILET ROOM ELEVATIONS 16 0 2006 IOC/ANSI A117.1 SOURCE:VER.1.2013 1/4"=1'-0„ STOP&START AT SUCH ACCESSORIES. 3 a STOPS ROOM IS SIMILAR (MEN'S OPP. HAND) SOURCE:VER.1.2013 1/4"=1'-0.. 0 4 F T 0 �_2 ADT KEYPAD TOILET ROOM SIGNAGE WB-2 CG-2 CG-2 WB-2 WB-2 TOILET ROOM SIGNAGE _ p CENTER OVERALL SIGN REF.2/E4.3 SEE DETAIL THIS SHEET d PACKAGE WITHIN ROOM SEE DETAIL THIS SHEET }� N 0 0 i _ _- 7_D ----- ---- vwc-z vwc-z 2'-G vWc-z 09 vvrc-z vwc-z vwc-z vwc-2 � 20 m cYP PTo-s -- -____-- OPEN -- ---- -- I-W � OPEN w z 2"TIP 3'�, 0"MIME o W 115 117 12 20 123 EWC i l6 � Ow — BTWN.SIGNS — EWC VWC-2 U GYP PTD-5 — — — 0 Zqo = J N Y BASE BY BASE BY VB-3 VB-3 VB-3 C _LL cs./COLONY ELEVATION 1 ELEVATION 2 G.S./COLONY ELEVATION 3 ELEVATION 4 GG-2 ELEVATION 1 ELEVATION 2 ELEVATION 3 ELEVATION 4 Y ~ H 0 SIGNS FURNISHED AND INSTALLED TERMINATE WALL 36"HIGH ALUM. y w Z BY CONTRACTOR W/DOUBLE SIDED OPPOSITE HAND BUMPERS 0 CORNER GUARDRAILS O w TAP GUARDS,TYP.(10300) OPPOSITE HAND DELUXE BRIDAL REGISTRY ELEVATIONSPill CORRIDOR ELEVATIONS 11 V) P: w 0 Q SOURCE:VER.1.20131'-0" � o m SOURCE:VER. 1/4"=1'-O" 0 0 > NOTE: NOTES: N u Y O 1.MILLWORK&CABINETS FURNISHED (AS PURCHASED FROM BBB'e O _ SIGNAGE TO BE LOCATED J W 1- ON SAME SIDE AS DESK NATIONAL ACCOUNT VENDOR)AND INSTALLED BY CONTRACTOR. WALL(MIN.7 1/41 //4134�, C ,Yy d p >0 UNLESS OTHERWISE NOTED 2.MILLWORK KIT INCLUDES PLYWOOD BACKER FOR REAR WALL / } ON F-ORAWNC METAL FRAME / 0 w CONTRACTOR a ZJ INSIDE FACE OF FIXTURE /RESPONSIBILITIES INCLUDE: ? Qf1.TAKE DELIVERY OF COMPONENTS. I MOSAIC BANDS 0 ZZ0 � '�Jr , 2.ASSEMBLEALL COMPONENTS. ) Q3INSTALLCOUNTERS. _ CARPET ED4.CONTRACTOR TO BE RESPONSIBLE FOR FREIGHT. BGR RENRN1 -- Z O 5.CONTRACTOR TO MAKE SURE THAT THE COMPONENTS ARRIVE NO (IF REQUIRED) \ K,, MAINTAIN RUNNING LATER THAN 12 DAYS PRIOR TO DELIVERY DATE \ / 0 Z 1 3/< \ l y J BOND PATTERN AS CX 1 U^ U Q ® 6.COMPONENTS CANNOT BE ORDERED UNTIL BBB HAS GIVEN SHOWN _ ) SPECIFIC DESK LAYOUTS TO THE NATIONAL ACCOUNT VENDOR TOP VIEW AND FINAL DESIGNS WON'T BE AVAILABLE UNTIL 10 WEEKS PRIOR SCALE:3 8"=V-0 o O TO SUBSTANTIAL COMPLETION. 7.CONTRACTOR TO FURNISH AND INSTALL SIGNS INSIDE ROOM AND I' z0 w'S'n m I ABOVE OPENING CONTRACTOR TO PURCHASE DELUXE BRIDAL RAI IN•POCT AN HORS, Y` U) >CJ Q Q m M REGISTRY SIGNAGE THROUGH BB8 NATIONAL ACCOUNT VENDOR 1.DRILL HOLES INTO THE FLOOR TO ACCOMODATE 3"SQ.FRAME.METALmw o 0 FOUND IN PROJECT MANUAL,CONTRACTOR SHALL ALLOW FRAME SHOULD BE POSITIONED FLUSH WITH THE FRONT OF THE WALL, Q o 0' ADEQUATE LEAD TIME WHEN PLACING ORDER TO ENSURE 1"FROM THE INSIDE FACE OF THE FIXTURE(1 3/4'FROM WALL).(SEE w m z DO m U /� I-w Z DDm MATERIAL IS ON-SITE TWO WEEKS PRIOR TO SUBSTANTIAL TOP VIEW) I I I m cO�p COMPLETION. CARPET EDGE <K 7 z^^ 2.DETERMINE EMBEDMENT OF VERTICAL POSTS INTO CONCRETE SUB m O p o m au BASED E DIMENSIONS SHOWN AND CUT OFF E%CESS.MINIMUM a N z o 0 EMBEDMENT SH41.L BE THE DEPTH OF THE SUB. mw o�m w. W 3.GROUT CAVITY AROUND POSTS AFTER INSERTING THE METAL FRAME TO MATCH ADJACENT SUB. n-/ DELUXE BRIDAL REGISTRY-CASEWORK 10 DELUXE BRIDAL REGISTRY-ENTRY 09 TOILET ROOM WALL TILE PATTERN 08 1 I SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. SOURCE:VER,1.2013 1/2"=1'-0" DISTRIBUTION: Prototype Ver.1.2013 10/15/13 PROVIDE 3/4"x 3/4' PERMIT 08/07/14 METAL TRIM 01 02 PROWDE 1'x 1' BID XX/X PROVIDE •1 METAL TRIM METAL TRIM M A A x BOVEE 1 CITY REVEW /XXIX OPENING S'ATWALL PANEL 19 SEAM TYP. 19 GYP PTD-1 PROVIDE 3/4"x 3/4° - - METAL TRIM E&fTG ADGN WALL FINISH1RANSITON WITH T.O. . . T.C. iS VESTIBULE SF 4 �� BIM. 09 a 09 D�("ATNALL o ARCH.Pea GYP PTD-1 °I 0-B ECTF BOB PROJECTp DELUXE BRIDAL REGISTRY -_ SIGNAGE FURNISHED AND --------- ---- __ P -"_______ ------- ------- - �WN(XX cnecxeD: ————— — ——— — __ - $12ILF FLOOR ELEV. ————— _ INSTALLED BY CONTRACTOR. 4110=6� INSTALL PER i MANUFACTURERS S.VENDORS 13 ' RECOMMENDATIONS. L_ � .1 F� - --------- --- SE CORE ClC _ SOFFIT.. -- -- - ----------------- -�pR_10 -------------------------- - -- LICENSED lo-7-o 0 ARCHITECT PTD-5 09 1-0 I'-0" AR-1532 O AREA FIRE ANNUNCIATOR,REF:F.A. _ BEHIND SIGN AIR CURTAIN WTS,REF:MECH. ` O OPEN OPEN VWC-1 DOOR BELL PUSH BUTTON _ 04 �- PULL STATION,REF:F.A.DWGS L - XXX — — o I a °N ❑ LYNN S.WOODBURY 'tz � STATE OF IDAHO BO SLATWAL� 100-2 —— —————— �100-2 S PROVIDE 1"x 1"METAL VB-3 .0BE EXTEND VB-3 6"PAST -3 Dl DRAWNG TIE: TR IM AT OPENING W� WB-1 FIXTURES,MIN. (COORD.,� FS _.egONt. W/A2 2) OPPOSITE HAND AUW"� � SLW-1 OPPOSITE HAND INTERIOR -3 LOCKS SEE 11/A3.1&18/A3.1 FOR ELEVATIONS REFER TO OS/A6.3 FOR NOTES AND DIMENSIONS OF REFER TO A6.3 FOR SLATWALL AND FASTENER SLW_1 STOREFRONT AND VESTIBULE SUTWALL AND FASTENER PATTERN O INTERIOR WALLS INTERIOR ELEVATION AT SERVICE CORE 03 PATTERN O STOREFRONT INTERIOR ELEVATION AT FRONT WALL 01 AIR CURTAIN BEYOND A91 oI SOURCE:VER.1.2013 114"=1'.0" SOURCE:VER.1.2013 1/4"=1'-0" ' PREP ROOM KEY NOTES 0 RK (S-4)WORK TABLE WITH 10"BACKSPLASH,LENGTH TO BE (SH=2)14"SHELF STORAGE 24" O DETERMINED BY TENANTS PLAN F-1 (CM-1)COFFEE MACHINE DEEP W 5 aFRP-1 (A-1)PAPER FRP-1 FRP-1 /(4)3 1 4 2 (S-2)THREE-COMPARTMENT SINK' - TOWEL DISPENSER ADJUSATBLESHELVES Z S-3 HAND SINK ) (A-1)PAPER (S-2)STAINLESS STAINL 12"_ ( ) STAINLESS I ___ ___ __ TOWELSTEEL THREE COMP. STEEL SHELF 3i I I I I 2 (SH-2)8'-0"WIDE x 14"DEEP WIRE SHELF ABOVE SINK-MTD.0 DISPENSERSINK,P8 �____+__y�r -+ - - OVER WORK G I60"A.F.F.,LENGTH TO BE DETERMINED BY TENNYS PLAN F-1 TABLE 't- l�___.1_I F.S 1 OOw �- _�_ ____ _ (SH-3)WORK STORAGE SHELF 24"DEEP W/(4)ADJUSTABLE A-2 SOAP p W7r © SHELVES.LENGTH TO BE DETERMINED BY TENANTS PLAN F-1. DISPENSER SPLASH GUARD (S-3)HAND SINK H DAB. F.D. J/pg (SH-1)STAINLESS STEEL SHELF.LENGTH TO (R-1) i 4'-3" © REFRIGERATOR Z ` / I BE DETERMINED BY TENANT'S PLAN F-1. A9 1 I (FS)FLOOR SINK /FREEZF'R y �S �-------- - O (R-1)REACH-IN REFRIGERATOR/FREEZER (S-3)HAND w Pg i 7 SINK - OPEN FRP-1 (PRTOTYPICAL FRP-t ON A3.1) Q SV-1 P8(PRTOTYPICAL PS PARTITON TYPE ON A7.2) STEEL STAINLESS O pg STEEL WORK NOTES: w TABLE 1.REFER TO PREP ROOM FIXTURE SCHEDULE ON 0 ------ NOTES: A7.2 FOR ADDITIONAL INFORMATION. DESIGNER NOTE CHECKLIST 1.REFER TO PREP ROOM FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION. (S-4) IN STEEL 6"INTEGRAL NNri BASE 6"INTEGRAL VINYL BASE 8"INTEGRAL MNYL BASE STEEL CASED 6"INTEGRAL MNri E Y 2.REFER TO INTERIOR FINISH LEGEND ON A3.1 FOR ([ 2.REFER TO INTERIOR FINISH LEGEND ON A3.1 FOR ADDITIONAL INFORMATION. WORK TABLE 0 PERIMETER,TYP. O PERIMETER,TYP. 0 PERIMETER,TYP. OPENING 0 PERIMETER, 5 8 1 1 ADDITIONAL INFORMATION. 0 3.REFER TO PLUMBING BLACKING FOR ADDITIONAL INFORMATION ON PLUMBING FIXTURES. 3.REFER TO PLUMBING DRAWINGS FOR ADDITIONAL 3 TRANSITION STRIP 4.PROVIDE CONCEALED BLOCKING AT ALL FI%TURFS 6:ACCESSORIES AS REQUIRED BY 10 TIE IN ON PLUMBING FIXTURES. r E H MANUFACTURER.x BLOCKING CONTINUOUS 0 COORDINATE%E MANUF.TSPACINGJRE TREQUIREM REQUIREMENTS. MIN.3-ROWS ELEVATION A `Opp1ED hD pHpEw".!I4 ELEVATION B ELEVATION C EL ATION D = 194 o FLOOR PLAN = W%Aw �,�D P P ROOM ELEVATIONS 2 IN'EGRATE INTO 01 AIo2 & A2.3 s1ENN�aKs• ADD TO SHEET A9.1 / 3 SOURCE:VER.1.2013 1/4"=1'-0" 0 4 5 = ACT-2 7 3 N ZG 6-5 1-11• 'J_p• I-5 _ B WN�' U1 3qqIrS� D ®G' ®GFI ®GFI ® S1 xxx i. W w E1 XXX PREP ROOM PLUMBING FIXTURE SCHEDULE Q q OF ® SUPPLIER PIPESIZES y NO. FIXTURE MANUFACTURER MODEL REMARKS LY w 4-0 1-T Y OPEN REF.SPEC.(03000) TRAP WASTE!VENT CW HW OI -- l S-2 REP ROOM THREE HUGHESSUPPLY INC. ADVANCE TABOO NA2616NA2617 31/2" 11(2"1/2"1/2"91"X27"X16"(3)COMPARTMENTSINK,U 0 N 20 RECESSED COMPARTMENT SINK(ADA NA2614 RIGHT&LEFT DRAIN BOARDS,I CHICAGO M aD VIEW 'A' VIEW 'B' VIEW C LIGHT FIXTURE COMPLAINT) FAUCET,I.6GPM FLOW RATE MAXIMUM, C J_ WZ 3/8" V-0" 3/8".1'-0" 3 3/8--v-0, 6 B TYP' AD/USTTO SWING GOOSENECK UPON Y Q 0 a �L{h60A I 1 W'T1E�+"- IN5TALLATION,WRISTBLADE HANDLES,(3) 0) w �O h� 1F'F� YA ,��3F96150p0.1PF,NW REFLECTED I EL AC DRAIN FITTINGS WITH LEVER HANDLE, !� O W DUPLOf WRET 6 `f T w r1.F.SAO'N w iNN'O W��,,,'rn1�LE•B a"FR�'��`��n CEILING PLAN .NSF CERTIFIED I UH AT 48'AFF. A �r,EP1 0P 1"""�51F�a1 hO�"�10'�.�{tLEw""-- S-3 HAND SINK(ADA HUGHES SUPPLY INC. ADVANCE TABC NA2618 NA2619 11/2" 11/2".1/2"1/2"171/4"X151/4"SINGLE BOWL 18 GAUGE TYPE 0 - Ug11W0 E%N 1WOA 1S yA _w� T CP" pµFppF�•1p COMPLIANT) 304 STAIN LESS STEEL WALL MOUNTED,WITH W Z U I Ir -T--T- T- i -1 Cw"' ya O LE �LIT-`�+ + + + `� vaaF' ca v°°a•Fw INTEGRATE INTO APPROPR E DISCIPLINE GOOSENECK FAUCET 1.5 GPM MAX;WITH p w W L__ I I I I piw•- Dan. 0p-41' 10 SUPS' WRISTBtADE HANDLES Q F S XX -===i==1==1_=6==aL 1p NLSA, OA W,p11NED1 LL} DAB --- - , 6 r� 600E T'' 90 %OOM 15 FCO FLOOR CLEAN OUT HUGHES SUPPLY INC. ZURN 888-145 FEE PLAN FOR SIZES U Y Q 2 yl'Clfl6 ��^� 1F 0 T W pEV,ANO• ylILtl1Y -- FD FLOOR DRAIN HUGHES SUPPLY INC. ZURN Z4155 3" 3" 2 - BODYASSEMBLY WITH TYPE BSTRAINER TRAP OJ _ LL / II P F000 �(�P,,�wF14� r'.A 'RR• PRIMER OPTION 11 o- ' W r C i i i1� 'N' WMFR�'p1E`^"'pN0 .0.Why ,sJ � >0 r __ T WR"- �5a1N� r11dDa-Y�h FS FLOOR SINK HUGHES SUPPLY INC. J.R.SMITH 31005EgIE5 3" 3". 2' CAST IRON BODY RECEPTOR FOR INDIRECT C D_ 1A��' J J} p111M� PNO ID. WASTE WITH NICKEL BRONZETOP AND 1/2 0 Z y ------ LE LA600'L GRATE.FLOOR SINK SHALL BE PROVIDED WITH 'T7 Z O DOME BOTTOM STRAINER C H �- LL ra DUPLE%OUTLET ADD TO SHEET E3.1 °>, Q z O AT 48'AFF. NOTE:ALL ELECTRIC..kECEPTACLES IN:THE GT-i GREASE INTERCEPTOR B) O I H J FOOD PRE➢ROOM SHALL BE GFCI TYPE' I 0 J 4"C TMW TEMP.MIXING VALVE HUGHESSUPPLY INC. SYMMONS 7-200 - - - 3/4"3/4"CHECK STOPS,REMOVABLE CARTRIDGE WITH m a- V = VIEW D' PLAN VIEW STAINLESS STEEL PISTON AND THERMAL i o 3/8" Ile_1'_0" PREP ROOM ELECTRICAL ELEVATIONS HW Q 0 C _ SOURCE:VER.1.2013 AS NO /2 DN f0 MOTOR AND TABULATOR X x TIPV (INCORPORATE INTO INTERIOR FINISH LEGEND 05/A3.1) " t Ir I I NOTE:PROVI THE FOLLOWING ITEM ONLY WHEN REQUIRED BY THE HEALTH DEPARTMENT ZNLy,I \I II I I� I i 3/4"HW - - ... - 0}U>OMp N N PROVIDE TMM TO _ I I I M I PS-1 POR BLESINK HUGHESSUPPLVINC. MONSAM NA2624 NSF CERTIFIED SINGLE BASIN 6'DEEP SELF �/ QO�O1 'T.J MARK ITEM DESCRIPTION MANUFACTURER/PRODUCT SECTION SUPPLY HW(110' S-3 -- - ��___ _��-� �(140'F)&CW CCNTAINED PORTABLE SINK-BLACK CABINET. m O O O Q BEE. TO S-3 J y II INCLUDES WATER HEATER&PUMP.REQUIRED ''S x to cc W Z00w ARMSTRONG-PRELUDE XL 15/16"GRID fp� II 13AMP OF POWER m 10F Q M ACT-2 ACOUSTICAL CEILING TILE W/CLEAN ROOM VL NON-PERFORATED (09510) / II Q 0'=Z�� > SQUARE EDGE LAY-IN 24"%48"TILE ________ I 11 --- DO O Opp co > SHEET VINYL W/6"INTEGRAL ARMSTRONG CONNECTION CORLON DESSERT e r : REFERTO NOTES IN UMBING FIXTURESCHEDULE o a, Z 0 rn SV-1 COVE(HEAT WELD ALL SEAMS) SAND#88703 (09650) 1 W LOB 0 IN M Q (INCORPORATE INTO FINISH SCHEDULE 01/A3.1) v ROOM WALL FINISHES PRp+ ° NPANG e1 wTM� ADD TO SHEET P1.1 Prototype Ver.1.2013 10/15/13 FLOOR WALL MATERIAL/PAINT COLOR REF A2.3 FOR ORIENTATION RM. ROOM MATERIAL CEILING MATERIAL PERMIT X/XX/ F NAME REF.A2.3 BASE /PAINT COLOR CLG HT. 1 2 3 4 EMARKS NOTE:LIGHTS TO N CONTROLLED THROUGH BID X/XX/NovN ENERGY MANAGEMENT sysrEM(ucHT INTEGRATE INTO SHEET P3.1 m 117 FOOD PREP ROOM SV-1 SEE SUSP ACT-2 7'-10" FRP-1 ON M R.GYP. FRP-1 ON M.R.GYP. FRP-1 ON M.R.GYP. FRP-1 ON M.R.G. FULL HEIGHT of ROOM.%SEAL OR GROUP-A) SV-1 NEATH PANEL AND APPLY X/XX/ ADHESIVE.PROVIDE AND MFR.STANDARD.TRIM PREP ROOM -WATER 4--I SOURCE:VER.1.2013 1/4" C0 INTE ' ATE INTO SCHEDULES O m New 2"Vent to connect to nearest (n 3/4"CW to connect to 3/4-CW 1 2" CW 4"Vent from Toilets ' I- nearest 3/4"or larger line. \�__ _ Qr- ---------r-----ZY----------- ----------------2'1_1�_\ W3/4-HW(140')From Jan. Cl. I I 1 1 1 i BB ARCH.PRWECTx B PROJECTk I I I i 1 XXXXXX 1-1 2"V " " "_ DRAWN: CHECKED: �� I 1 I I __ _ ___ (IjV i) i 13 3:I 13 WCO I II_ _I-_I__-I_ ___` U 2 U U 2 I� 1 1 1 i F.S.11 1 N N J N I N 1 I I I I II I I I T- D 3"SAN \I I\ 1\ \ 11-1/2"V 1 2"V i2"V 12"V S-3 2" ?~_ + __i__J.__ .i rl LICENSED I I I 1 1 I - n ARCHITECT L I I I ii WCO •1532 o �-3 I 1 I ED "SAN AR II ro (FLOW/SHUT 1 0 C T I 1 = S-3 S-2 OFF VALVE 1 1 a I TPV 1 1 -: 1 W 0 O WCO 1 LYKN 8.WOODBWIY i FDS-z ' S-3 FS 1 " I �i 3„ First Floor C) 110'F I GT-1 Q1 HW Ol COFFEE SMY I� pkAvnNc nTLE: 1 BREWER 1 See Detail.11 this drawing for continuation o ADD TO S T P1.1 I FD ADD TO SHEET P1.1 FOOD PREP First Floor i INTEGRATE INTO SHEET P3.1 ROOM E. o " W R RISER DIAGRAM PREP. RM SANITARY RISER DIAGRAM PREP RM. PREP ROOM-SANITARY ADD TO SHEET 2 A9 2 c SOURCE:VER.1.2013 NONE SIDURCE:VER.1.2013 NONE SOURCE:VER.1.2013 1/4"='-0" L�. i 0 ®F 1 � � USFD FON ,a 3 VIAL LONG Colo WE iyok 0 �S \N'1V�ER AO�FI.IPR 11K PEFD a E� � Doc,Y OGN0.N. � Lu 1. CONTRACTOR SHALL PROVIDE DISPLAYS AS SHOWN ON THE DRAWINGS OR G0T�I SALES O A AS REQUIRED BY BBB. OTF A 2 m i 2. DISPLAYS SHALL BE PURCHASED BY THE CONTRACTOR FROM THE FOLLOWING q a Z BBB NATIONAL ACCOUNT AND INSTALLED BY THE SAME VENDOR: t0 i w ADVANCER GRAPHIC VISUAL GRAPHIC'SYSTEM,INC.UE GC.10 Pik Mo B1806 ROCHAR�{tUEB S` ROCHESTEREHILL,MI 48 09 INDUSTRIAL DR OR NW TENTH ORK,)NYE110018 \ASr-�1�OR`CS p LEGEND 0 1MORIARTYOA24 R DI�VANCEGRAPHIC.NET TACOST0 PHONE A2OVFS35NC.COIAB �00NUM� Y DESIGNER NOTE CHECKLIST WALL BUMPERS,WALL COVERING&COVE BASE W my 0 3. THE CONTRACTOR CAN HIRE EITHER VENDOR,THEIR WORK IS TURNKEY. .' Z P€ W 4. FINAL DESIGN,SPECIFICATIONS,FABRICATION&INSTALLATION METHOD TO BE ---__ I-' u a kJ TRACK LIGHTING i F DETERMINED BY VENDOR. COLUMN TO BE PAINTED TO MATCH °d 5. CONTRACTOR TO COORDINATE LIGHTING,BLOCKING OR HANGING WALL COVERING Ft Z REQUIREMENTS. ® BBB GRAPHICS 1 F 0 6. COORDINATE MOUNTING OF GRAPHICS WITH VENDOR. 3 2 Sk > 6" 6" 6" 6" g" g^ O BBB SIGNS d �M�U�CU�-YKWO EQUAL 6'-0" 6'-0" 6'-0° 6'-0° EQUAL 6'-0" 6'-0" 6'-0" 6'-0" EQU S H - PpOND, S'£ LOCATION OF THANK YOU O FOR SHOPPING BBB SIGN ®® eazzzzm®® Z GENE NOTES 19 — \--- a — — — — — — — — N SOURCE:VER.1.2013 N.T.S. Nr___ r` -- — _ O5 BBB GR HICS 11�— W. w NOTE: 01 --e-- f AWNINGS TO BE FABRICATED BY THE g•3 0 FOLLOWING VENDOR: '� ® i w w DURASOL AWNINGS — — — — — — F w ATTN.TIM ROBINSON I - g Z 1232 EXCHANGE ST. MIDDLEBURY,VT 05753 O L EQUAL 6'-0" 0" 6'-0" 6'-0° EQUAL x d (800)444-6131 4"BRICK - '+ w VENEER FABRIC 6" 6" 0 0: CAN / - O y ABOVE -O C'') Qo C J Da / LOCATION OF WALL BUMPERS Y Q LL PROVIDE TRACK LIGHTING MTD.12'-0"A.F.F. Bl LLI 0 LOCATION OF SET BACK FROM GRAPHICS 4'-D'.PROVIDE(1) :t IY Z U FABRIC AWNING SUNBRELLA N4607 • WELCOME TO T1 LIGHT(FIXTURE TYPE'K')PER GRAPHIC i 0 w ^CHARCOAL TWEED",METAL AWNING FABRIC AWNING w BBB SIGN PANEL.TRACK LIGHTING TO MATCH TRACK 4- 0= FRAME TO BE IN PER b UNBRELLA 4607 LIGHTING NITHIN THE STORE.TRACK TO BE O Z U MANUF.RECOMMENDATIONS N `e CONTINUOUS AS SHOWN GRAPHICALLY. 'CHARCOAL TWEED" + Q) LLI N W —18'-0"(L)CART CORRAL SUPPUED LO ZO �C 8"CONCRETE MASONRY UNITS w 1'CLEAR INSULATED GLASS AND INSTALLED BY CONTRACTOR T7 Y O ACCESS DOOR WITH KEYED ¢ LL LL CYLINDER LOCKS TOP AND N 0 S _ NOTE: w BOTTOM,GRAPHIC TO BE T Q Q w 0 DISPLAY WINDOW SHALL BE APPLIED TO INTERIOR OR SUPPLIED W/ADEQUATE EXTERIOR OF GLASS DOOR. y HVAC IF THE DISPLAY .I - WINDOW IS MORE THAN N d 1'-0`IN DEPTH. STEEL LINTEL,SEE STRUCT. CANOPY FRAMING, Q Z D E p_p^ - LIGHT FIXTURE TO BE C I- >_ Q N 0 SUPPORTED ILL W z Z fL 0r a DWG. �i SEE ELEC.DWG.FOR w 1U V U LIGHT FIXTURE"K" m a e Q ILL0 Z WALL TO BE PAINTED WHITE I, U Q 1'INSULATED v w d GLASS IN 2"x4' X ALUMINUM FRAME �.L`. ALTERNATE CORRIDOR PLAN 11 = =Nw �c&'oon 4"BRICK VENEER �— p O o BEYOND SOURCE:VER.1.2013 1/8"=1'•0" it m o \` ��rc�oloro Q 5/8"GYP.BD.EA.SIDE ON 2 1/2' w z METAL STUDS,PROVIDE A LAYER OF °� � ¢m QT 3/8"PLYWOOD BEHIND GYP.BD.ON EXTERIOR SIDE SEALANT AROUND c) o o L,z PERIMETER OF WINDOW �� FRAMES(TYP.) J 6" TRANSITION STRIP Lu m U M BATT INSULATION fi' 6" EQ. 6'-0' 6'-0 6=0 6-0 EQ. Q - m Q SEALANT AROUND welt VESTIBULE 101 Q PERIMETER OF INFILL(TYP.) _ DIS PLAY DIS Y DISPLAY DISPLAYonre4°BRICK ROWLOCK, Prototype Ver.1.2013 10/15/13 SLOPE FOR DRAINAGE O NEW a CONCRETE SLAB ON 4" N —a"BRIG PERMIT XXXX GRAVEL BASE.SEE STRUCTURAL •i BID X/XX/ DRAWINGS FOR REINS m e X XX/ PROVIDE BEST �4CBASELATCHBOLT 5L SERIES PVC LETTERS SUPPLIED +� PER WB-i &INSTALLED BY G.C. N 1"CLEAR,INSULATED GLASS 9'-0"(L) 4" ONCWALKONACCESS DOOR WITH KEYED 4"GRAVEL BASE CYLINDER LOCKS TOP AND -6 BOTTOM,GRAPHIC TO BE CONTACT:LARRY SHAGAWAT - APPLIED TO INTERIOR OR 1-800-347-0550 x249 EXTERIOR OF GLASS DOOR. DISPLAY DOW SECTION & ELEVATION 09 CORRIDOR ELEVATION 06 SOURCE:VER.1.2013 1/2"=V-0" - SOURCE:VER.1.2013 1/8"=V-0" z LLI ARCH.PROJECTx PROJECT# - 250S162-43 METAL STUDS O XXXXXX oRAwrv: a--+ 18"O.C.W/5/8'GYP.BD. � //--TYP.BOLT crvecxeo: V1 EA SIDE,PROVIDE A LAYER OF / LOCATION BULKHE N 'a 3/8'PLYWOOD SHEATHING / 77 UNDER GYP.BD.ON EXTERIOR SIDE r4"(TYP.) EQ. 6'-0" 6'_0" V-D" 6° 6'-0" EQ. 6'-0" 6" 6'-0" 6" 6'-0' 6" 6'-0" E0. E0. 12'-0" EQ. LICENSED PAINT GYP.BD D ARCHITECT dL CLEAR GLASS HINGED EXPOSED M NRY IN - __ .'�L AR•11632 WINDOW PANE DOOR WINDOW A WHITE WITH A KEYED H N�Op FIL Oj2�y0PPII�G CYLINDER LOCK w S BOLE DISPLAY DISPLAY DI AY DISPLAY DISPLAY DISPLAY DISPLAY DISPLAY _-- a CENTER BOLT H e F6 1/2"0 HOLE 0 xx U - ----- - --- --- -- - w b w i LYNN&XOODBURY N BRICK VENEER AND CMU WALL STATE OF EIAIq DISPL FABRIC CANOPY DUALATHREADE SCREWSLS TO E`TIC(5) ABOVE 2'-0" 4'-0" 2'0" - PVC LETTERS SUPPLIED 12' & � EQ. Eq. INSTALLED BY G.C.12'-0"(L) oanwrvc-nn.e 4"RESILIENT COVE BASE VB-3 p g, CONTACT:- 47--o550 x249 WATL ALTERNATE PLANS, PAINT COLUMN TO MATCH WALL E WALL BUMPER WB-1 ELEVATIONS& DETAILS o DIS AY WINDOW PLAN 05 CORRIDOR DISPLAY GRAPHIC DETAIL 04 CORRIDOR ELEVATION A9.3 (1) c SOURCE:VER.1.2013 1/4"=1'-0" SOURCE:VER.1.2013 1/4"=V-0" SOURCE:VIER.1.2013 118"=1'-0" t1. I C.C. C BB ITEM MARK PRODUCT DESCRIPTION MANUF./VENDOR NAME FURNISH INSTG.ALL FURNBISH INSBBB TALL NOTES CUSTOME ERVICE �O § FC-CSDESK FREESTANDING FINE CHINA SERVICE DESK REFER TO PROJECT MANUAL FOR G.C.TO OFF-LOAD,PROVIDE SECURED STORAGE,ASSEMBLE,INSTALL&MAKE FINAL ELECTRICAL CONNECTIONS. COUNTER IS TO BE INSTALLED BY DESK AND C TER VENDOR INFORMATION X % 'DORIAN"CERTIFIED INSTALLER,INSTALLER TO.BUFF&POLISH THE DORIAN COUNTERTOP. ui Z SIGN 1-1 "BRIDAL AND GIFT REGISTRY REFER TO PROJECT MANUAL FOR % X G.C.TO OFF-LOAD,PROVIDE SECURED STORAGE,INSTALL WITH CABLE PROVIDED BY VENDOR FINAL. 0 3 VENDOR INFORMATION 0 SALES FLOOR AND STOCKROOM MERCHANDISE FIXTURES X % O2 E mLOW VOLTAGE WIRING TO SUPPORT % % �O N PHONE AND DATA REQUIREMENTS V o W CUSTOMER SERVICE DESK CHAIRS -- -- -- X % 6 F W 1. ASSEMBLY INSTRUCTIONS FOR THE CUSTOMER SERVICE DE ND COUNTER W SHALL BE PROVIDED BY THE VENDOR. IF INSTRUCTIONS ARE T RECEIVED ❑ DURING SHIPMENT,THEN THE CONTRACTOR SHALL REQUEST A C FROM THE DESIGNER NOTE CHECKLIST Y VENDOROZ p � z e o yy 0 Ie d 0 .. > K d 1. G.C.SHALL BE PROVIDED THE ASSEMBLY SCHEMATIC FOR FC-CSDESK. ALL j to NECESSARY REPAIRS SHALL BE COMPLETED BY THE G.C.WITH MATERIAL M O ACCEPTABLE TO THE MANUFACTURER. 7 U) 2.THE FC-CSDESK WILL BE SHIPPED IN PIECES AND MUST BE FIELD SEAMED. 3 Z CARPENTERS MUST BE DUPONT CERTIFIED TO INSURE THE WARRANTY O HE W DORIAN. { 3.THE F7C MILLWORK IS SHIPPED WITH A VERTICAL BACK ACCE PANEL IN AG H W - CABINET WITHOUT A BOTTOM SHELF.UNDER SLAB CONDUI FOR FREESTANDING tltl CCC CUSTOMER SERVICE DESK MUST BE LOCATED PRECISE. 0 AS TO FALL WITHIN THE § w p MILLWORK RACEWAY.THE WEDGES ON THE END OF CH CABINET MUST BE K Q MODIFIED TO ALLOW CONTINUOUS ACCESS FOR DUITS WITHIN THE RACEWAY.NO 0 W WIRING SHALL BE EXPOSED. ❑1) 4. G.C.TO PROVIDE ADDITIONAL PULL S GS AND EXTEND CONDUIT ACROSS SLAB IN QO - CABINET RACEWAY BEHIND FILLER EIS. J m> 5. G.C.TO PROVIDE VB-3 BA REGSTRY DESK PERIMETER. Y Q Z Q g W o o F VENDOR/RESPONSIBILITY SCHEDULE 1 18 FTG MI ORK NOTES 17 o F z 0 SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S.F� z W �m 0 F 0) 0) a Y O W C Ad Q o t1 JZ .. O Z J F a Z 0 N C H > LaL op Z Z Im a U I F- H N Oz L) ❑Q CiX DMO 00 n 00NO OIO Q W 0 m00 00 >7 I m a 0 Z O O EXTEND FINE CHINA WALLS TO UNDERSIDE OF BAR JOISTS,ATTACH W/SLIP TRACK, W 00 U5 O�� RECEIVING AREA I o WC� °'" Q 104 i o _.I b 42,_Oe 0 1/2" id FTG DOOR SPECIFICATIONS: U o - ^ 11 DISTRIBUTION: DATE: PRE-SA J Prototype Ver.1.2013 10/15/13 O 1 0 WHEN FTG DOOR IS LOCATED BETWEEN MERCHANDISE FIXTURES AS SHOWN, THE DOOR,FRAME&HARDWARE TO BE PROVIDED BY CHASE DOORS. PERMIT XX/ ALL COON RID AND CABINETS T BE CONTACT: CHARUE CHAPTER 0(732)244-2884. BID XX/X ° P4 R 7 F D RM HARDWARE DOOR TO BE PROVIDEDLOCATED BY GIRTMAN. BON ACT:WALLAMYBAKERFRAME m - -—--- (815)-350-8000. FTG DOOR:V-6'x 6'-8"x 1 3/4"THICK FLUSH HOLLOW METAL. � 1 FRAME: 2"HD,HOLLOW METAL. 4--+ I C-CSDES HARDWARE: (3)H2-FULL MORTISE HINGES (1)L3-LOCKSET m (1)C2-PARALLEL ARM CLOSER (1)S1-FLOOR DOME STOP 1'-5 7/ 9'-7 1/8" (1)C01-BRASS CONSTRUCTION CORE e FINISH: TD-6 Lf) I VI SHOAulij/I Bea S-1 W "FC-CSDESK" ISOMETRIC OVIDED B U REFER TO A3.2 z L_ J L__J I Q= z L-- W 8'-0'OF UNIS RUT CENTERE OVER I ARCH.PROJECTp BBE PROJECTS DESK MTD.O 1'-1"(BOTTO OF NOTES: XXXXXX % N SHALL BE 8'-O"A.F.F. r� 1.ALL DIMENSIONS SHOWN ARE TO FACE OF PAR N OR CENTER OF COLUMN FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. oRAwN: cRe-ED: 2.COOLLUMNS NOT COVERED BY SLATWALL AT PERIMETER BEHIND FIXTURES TO BE PAINTED FREESTANDING COLUMNS WITHIN FTC AREA TO BE FURRED AS HT AS POSSIBLE WITH SLW-3. raj - LICENSED 1 I c 3.PROVIDE 1"A"ALUMINUM ANGLE CORNER MOLD AT ALL EXPOSED ED OF SLATWALL Q— ARCHITECT L I AR-1532 ' Ii // --II L-- O 1= U 1 CD E LYNN 8.WOODBNIY � iv STATE OF DANO M C) T� DRANINC TTLE: V' 1 0 FTG FIXTURE PLAN& VENDOR RESPONSIBILITY SCHEDULE o FTG FIXTURE PLAN u C SOURCE,VER. �9 '� � / r1 o s z O a � o 77 K a -- 9,_7„ 11, 3„ P0 �a r w 9'-2 1/2"HOISTWAY 10'-6"HOISTWAY N6 3'-3 5 YYYd 2" 4'-8"t 3'-6"t EO /6" 3'- 5/8" Eq of _ r ❑ C_Z __ ❑ Ili i11 ❑CI TYP "HSS 41/2 AT 41/2"AT ? $ FRAME FRAME y q L I' 19 V.LE CORNERS 19 CORNERS w DESIGNER NOTE CHECKLIST o _ _ Y SIM. 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Z V SLATWALL BELOW TO BE PAINTED:B-M NAVAJO WHITE SF-1O 0 w ESCALATOR S O HSS COLUMNS FOR 11..�ALLLL GLAS AT ELEVATOR HOISTWAY IS O ~ Z ELEVATOR RAIL SUPPORT, TO BE LAMINATED SAFETY GLASS AND F t0 REF:STRUCT. MEET THE REQUIREMENTS OF ANSI Z97.1 m Z LLU �Nc w 9.5 2.STOREFRONT MFR.IS TO PROVIDE O F > W H REINFORCING INSIDE VERTICAL MULLIONS +' ¢ Y p y �1 T FLOOR� I AS REQUIRED TO KEEP DEFLECTION AT V1 UO Q' _ K a EL. tY 00'_0" 3/4"MAX. J Q >0 - l 1 C a J} PIT LADDER BY G.C. 0 w Z Pa o z p J C r } y^0 o Q Z 'L7 SE I STOREFRONT ELEVATIONS Q Z 0 W OUR 13 3/16° SOURCE:VER.1.2013 1/4"=l'-O" ^x a Cp c; ° 5/8"GYP.BD.ON METAL STUD FRAMING 2 Lv 0 (OR AIUM./GLASS STOREFRONT) - TN- Ny X 03 t3 oX = Z L METAL STUD RUNNER TRACK _„A yD�+ "°"'jK1OR jE I�.� O}U>Do 00 m ' p�N I W Q AT BASE OF WALLIt 'I qA yT,.W,WN TVE �"Nq-Y m o NRTN'1EB T"P"SEC'Wgt o^O o GBFI pyT ca F r I,z m Do 3 ST L1I JI Q_m rD cD IL Q rr J Z.-..-. _ :L_-____- - _ m0p0 o]W 4 ! GYP.BD.TO BE 3 w In j __ rn - PAINTED B-M L,(") NAVAJO WHITE OF" UNISTRUT SPANNING JOIST TO m U QT CONC,PIT FOR ELEVATOR,REF: r TE EOOK%!p TO WOAyA�'T" JOIST FOR PENDANT LIGHT W Q STRUCT.DWGS AD ETA ENE B ATTACHMENT Q ° 4 ❑ `-] ] i B ,� 1N'11gO LOCATION ND MOUNTING PENDANT LIGHT FIXTURE,(TYP.)REF: Q d 9 A w HEIGHT[PENDANT MTDAOL INDUCTION j _ A FIXTURE BY ECLIPSE(165W);MODEL: DISTRIBUTION: DATE: ME-PEND-%L2-24ST-QL-(1)W85-4K- d qQ_"�PE Prototype Ver.1.2U1310/15113 STEEL REINFORCING FOR CONIC. G TO z 277-IND-CH] OPIT,REF:STRUCT.DWGS a A A N LIGHT FIXTURE,(TYP.)REF.ELECT. p"q ALUM./GLASS STOREFRONT PERMIT IX G REFER TO it/A9.SD ❑ ❑ FOR LOCATION ANO MOUNTING HEIGHT .ADE G11g1 � ° (0841D)w/1/4"LAMINATED G° FOR R TO AT [PENDANT ION QL INDUCTION FIXTURE BY p1L0 M N.m1G BID xxl ® ELEVATIONS 2L AND 2R J d ECLIPSE(165W);MODEL:ME-PEND-%L2-24ST- 20.r 'BiDR1 iv GLASS(TYP.) d d QL-(1)W85-4K-277-IND-CH1 ON B )(X/ XX CZS O GUARDRAIL,REF:04/A9.5b 5 0 a C FOR MORE INFORMATION 4 06 GYP.BD.TO BE PAINTED (0 a d ° -- _ d % GM P P((S,G C• B-M NAVAJO WHITE m 19 d A Sp51h1C Bp,"dSTWTy'"NN" _ ELEVATOR PIT SECTION 10 _ "TwB+�'"q" " " 1v ❑ ASaWC'BOIA LINE OF BULKHEAD BEYOND m SOURCE:VER.1.2013 11/2"=l'-0" 2ND�FLOOR� EL. 121—0 MIN.CLEA VINYL STRIP FLOORING OVER CONIC. 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ESCALATOR/ as d tST - f _ O VERMAPORT,REF:STRUCT.DWGS EL 1 OO O�" 100-0 IN SH LOORn j DRAWING TILE: TO CO"Fl 1NTen�^-ATE 10-6 a SUPPLE R PIT No INSTALLED BY p a, __ _ g11�QT IBA 1FgJBED ELEV.MFR. (ALTERNATE)VERTICAL ° a'RESTwts CORE SECTIONS o ES ATOR PIT SECTION 05 ESCALATOR SECTION 03 ELEVATOR SECTION A� a) D SOURCE:VER.1.2013 11/2"=1'-0" SOURCE:VER.L2013 3/16"=1'-0" SOURCE:VER.12013 3/16"=1'-0" U 2" ALUM./GLASS STOREFRONT Z $ MAX. (08410).AUGN BOTTOM OF ♦, �O i3s g^ FRAME w/FINISH FLOOR 7r V (9 ALUM./GLASS GUARDRAIL n Q¢ ? ALUM./GLASS STOREFRONT • 03 O SHIM AND CAULK 2ND FLOOR - 15 ZO FFURR TIGHT TO COLUMN, O d AT EACH SIDE 9.5 SLATWALL TO 14'-0"(TYP.) oc STEEL CUIDERAIL BY FIN BOOR LINE - 2" 3 3/8" 9. 3 3 8 8 p ELEVATOR MFR. M" ,' 2ND FLOOR e'-8" / e'-8" Z" O - F.T.WD BLOCKING >V2 V ' y GUARDRAIL,REF: _ 09/0.5b BOX STUD SILL ON STEEL I. P4 qm€ F - BEAM I I _ ♦ Z { STEEL BEAM,REF: ___-_- --_-- € - - STRUCT.DWGS w - ,' .. LEDGE GUARD BY ELEV. A MFR(75'MIN.),PTD-1 p Q "� 10'-O"MIN.CLEAR v �u FRAME BULKHEAD WITH $SLF,S:SGa+ 2 MAX' H06SI1dA1C 5/5"Gm BID.ON 3 5/8" $� 10'-6" DESIGNER NOTE CHECKLIST !E PENETRATIONS MTL STUDS AT 18"O.C. w� wJF CAULK BEAM p HSS UMN,REF: w P STRUCT. AT BULKHEAD INFILL METAL STUDS AT BEAM, W '-' - RUN 5/8'GYP.BD.PAST o, Y o a '-5, o u is = WRAP HSS COL N w/ STRUCTURE ON SALES FLOOR SIDE F BRAKE METAL TO TCH x (9 STOREFRONT(ISOLA 01 1 yyI Z DISSIMILAR MATERIALS) a STEEL BEAM FOR 2ND P p 2'-0" °' FLOOR FRAMING 9.5 2 tk > MIN.OF 9'-D°CLEAR p BELOW BULKHEAD TO - 1 3 d ESCALATOR NO SINGS FINISH GYP.BD TO MATCH 4 0 HOISTWAY WALLS 1. iO p x -_ -_ EO 4'-0" EO 5 i OPENING ° JAMB DETAIL AT ELEVATOR RAIL 20 BULK D DETAIL (DRAFT STOP) 19 UPPER LEVEL WINDOW SILL DETAIL 18 — ' d - GYP.BD., 1 1,_2• p 3 3"=1�-O" z SOURCE:VER.1.2013 3"=1'-0" SOURCE:VER.1.2013 3/4"-1'-0" � SOURCE:VER.1.201 TaN ^� SF-to � i 5 Z PTD-1 PANTED:B-M ELEVATOR DOOR JAMB Na 1AY`1F 'OF,S H ELEVATION 2F i IU NAVAJO WHITE 3 5/8°METAL STUDSFNY$«� p 5/B"GYP.BE.ON 3 5/8" ALUM./GLASS - STOREFRONT Q3 04 F W METAL STUDS ALUM./GLASS 2 (08410) STOREFRONT(OB 0) p Z BO%STUD COLUMN F.T.WD BLOCKING TSF I c3 G IN WALL ATSTOREFRON 'A LOCATIONS 106 K LOCATIONS T - FIREj,Y N+Gt10NNWN I 04 DPP. _ /x, Z N AtM�HAVING I I -0 J Q CI :-5/8'GYP.BD, M �� C } PAINTED:B-M I I Y Q Z 5/i6"WALL TILE AT 8 3/8" NAVAJO WHITE RE 0 DOOR SURROUND ON - F p 1/2'CEMENT BD, FyT,C'MAG�ApW ALUM.k GLASS -N W Z U NaAYt 1NG ACES, I ji GUARDRAIL - O BOX STUD i q)IW C. N1 �51A �11,ZtlA I 0 I- Z U r HEADERS TO NG ETCH NAHNG - F K SPAN ELEVATOR - CC'NT!ES UP D N L N Q DOOR OPENING AND \ O O W X W F.T.WD BLOCKING •'�G��• GC IS O F IU F 4 7/8". ... 31W A I TO COLOD. N Y O } ALUM.TRIM ANGLE INSTALLATION OF VERMAPORT F PAINT INTERIOR OF VFN U > ALUM./GLASS STCREFRONT(TYP.) - �' L_ PN AND C dS a tl \ »>FFF--- GATES w/ELEV.MFR JY J Q } STORE) m TO MATCH / MN 'itO gAME Nv AND 9O4 O Z Z HOISTWAY,PTD-1 1'-2" 2 5/' - STOREFRONT �� 5/18°WALL TILE AT DOOR P _'x�r - SURROUND ON 1 2 CEMENT BD. YA1N BElxw'" 8'-9 3/" 11'-6' 8'-9 3/8' Q J W n CAULK ° 1.5"x1.5"x12 GA.ALUM.TRIM GLE t NFE EO 2 29'-4 5/4° 2" EO c - Lai K S�HMUTER ECK ATCH RK OR7 ILAR) Q Z JAMB DETAIL AT WALL 15 ELEVATOR DOOR HEAD DETAIL 14 EVA&AW B i VERTICAL CORE PLAN (UPPER LEVEL) 11 m a c� -- — Q i N SOURCE:VER.1.2013 3"=1'-0" _SOURCE:VER.1.2013 3'=1' SOU :V - SOURCE:VER.1.2013 1/4"=1'-0" w EL 0 Z - 06 2 5z, Q GUARDRAIL FABRICATED OF 9f6 ALUM.TCP GUARDL S ALUM B CO.GLASS RAIL,TYPE JB/4/2G _ S B'-9 3 11'_6• 8'-9 3/B" Q '• O (O RAILING COMPONENTS AND '•ALIGN FACE OF 12 Typ, F1�^'""G ( = Z N vv -� 1/2"TEMPERED GLASS FINISH OF RAILING SYSTEM IS TO v_ GUARDRAIL w/FACE OF ! EACH POSTEE WELDEBASE 4* v ,� EpCA CAL E ---- --------- r-------- -------- ----__TI `� W i,.<O W 1/2°TEMPERED GLASS w/ ELEV. GUARDRAIL 3/16' VE 0 Q FROSTED'X'PATTERN - N"'•` S - /' m o o O ANTS 6 - - UP pN \I\ r_w'coro >� BE CLEAR ANODIZED ALUMINUM. CONT.SEALANT OF SLEEVE TO BENT PLATE /-\�, Q m Zco 00 > INSTALL NEOPRENE BREAK d - Y I I I J Z^^ -p BETWEEN ALL STEEL AND GROUT SOLID ER 1Zp1(ALNg5N ALUMINUM MEMBERS INSTALPOSTS,A H1•�'yNEYAtcA+1d,NAtE 05 Q °'a,�z O o in FLOORING,REF:A2.3 61EYLiFWN �F�. Nd-Y G.C.IS TO COORD. 0 ALUM.TRIM ANGLE, TifA�''MAN 1.ON^"" INSTALLATION OF m U 2"x 4"POST BEYOND FINISH TO MATCH CONC.SLAB AND METAL 6"2 x 3/8"i THICK STEEL �ONt '� VERMAPORT GATES w/ L1J GUARDRAIL DECK ° tUWFN ELEV.MFR Cl PLATE WELDED TO SLATWALL ON MTL STUD I 1 1 ^AUGN FACE OF GUARDRAIL PERPENDICULAR 3/8"THICK 2'x 6"ALUM.BOTTOM RAIL, FURRING UNDER ESCALATOR w/FACE OF ELEV.HOISTWAY TYPE JB 1136 PLATES AND STEEL POUR / STOP BELOW TE ��i- -- 1x WD BLOCKING EL TOR,VERMAPORT,NI U I ' Q AND LATOR OPENINGS osTa suT ow: GnrE CONT.SEALANT SLAB UNDERNEATH AND PIT S ARE TO BE / ( ( * Q d Q Q STEEL ANGLE GUARDRAIL IS TO BE COORDINATED TH Prototype Ver,1,2013 10/15/13 D 09 II II POUR STOP AT AS LEVEL AS POSS BLE EQUIPMENT MFR YP 9'S I EDGE OF PERMIT XXI ( _J CONCRETE SLAB 8"3 x 3/8'THICK STEEL 0 ( FLOORING,REF:A2.3 °I BID X O) —_---LL .4 PLATE WELDED TO STEEL POUR 03 Efl ALUM.TRIM ANGLE,FINISH TO STOP AND PERPENDICULAR 9. PARTITION TO UNDERSIDE MATCH GUARDRAIL 9° a ( a - 4 3/8"THICK PLATE(TYP.) a 2"x4"POST,SET WITHIN OF ESCALATOR ( - ( ° e SLEEVE w NON-SHRINK BEAM,REF:STRICT, L RUN 5/8"GYP.BD.PAST STL L J / � POUR STOP GROUT j m GUARDRAIL SECTION 10 GUARDRAIL PO CONNECTION AT SLAB 09 GUARDRAIL POST CONNECTION DETAIL 08 ELEVF 0O 11 - --- FURR OUT COLUMN FULL m SOURCE:VER.1Z13 11 1/2"=V-0" SOURCE:VER 1.2013 3"=1'-0" SOURCE:VER.1.2013 3"=1'-0"S HE. IGHT,SLATWALL TO V) 4 Yx"x 2)1.'ALUMINUM 14 VA -0'A.F.F.(REF:A2.3) GLAS TOP RAIL,TYPE 4/2G 5 At EO V-2° 4,-0° 1'-2' FO FINISH OF RAILING SYSTEM IS TO a( N 2"X 4'ALUMINUM POST 1D _,,�0(NAtE FN g'gBN W NSTABE LLLAN OPREI10 NE BREAK ALUMINUM, Z G�'�Rp11-w) BETWEEN ALL STEEL AND - OPENING LL.I Iz°TEMPERED GLASS(CLEAR) ALUMINUM MEMBERS {'} eee vRoJ J 14"x14"TILE AT ELEVATORS, il' - -�-- --- --- - --- ---- ------ - - ------ �_ / CROSSVILLE CERAMICS#VS78 I XXXXXX MA EN UC-UNUSA DEDHGROVT -k_-Y. oXXX oXXXo e FACE OF WALL f / / / P6 y_'0" SEE PLAN-'EQUAL PANELS(48"t) 14 P4 P4 IOPAF R ETCKNABO UNBETWEDEN LICENSED �[ 3"GAP 9'5 % REFER TO it/A9.5a CORNER AND COLUMN ARCHITECT L FROSTED GLA55 OS FOR SF-10 AT AR•1532 (u 1/B'GAP(TYPJ PANELS(xxR _____ 9i / E / ELEVATIONS 1F AND 2F n a- BETWEEN POST (OBSCURED) / - - / 01 io AND GLASS _ -- C WALL LANTERN 9.5 10'-6„ •ZI "Imn / 9 5 / CALL BUTTON g� 5 LYNR S,YIOODBURY u iv u STATE OF IDAHO ALUMINUM AND GLASS ALUM.@ GLASS GUARDRAIL 1%% (y') /LLA LL Jj GUARDRAIL PROVIDED AND P4 HSS GUIDERAIL P4 P6 L/ 2"x 8"ALUMINUM INSTALLED BY G.C.AT 4'CERAMIC TILE BASE TO 03 SUPPORT(TYP.) ESCALATOR OPENINGS MATCH SURROUND GUARDRAIL ATT ENT BY GUARDRAIL GLASS BOTTOM RAIL, NOTE: G.C.TO HAVE / / g,5 MANUFACTUR MANUFACTURER TO PROVIDE TYPES BLUM GUARDRAIL MFR.ADD RETURNS ____ SMOKE/DRART STOP(AS REO'D) 29'-iD 1/2" DRAWING TIRE: r SHOP DR GS WITH ENGINEERS SEAL AND /1136 TO ENDS OF HANDRAIL® - ---- - -- /5/8"GYP.BD.ON METAL '- (ALTERNATE) ESCALATORS TO PROVIDE A VERTICAL CORE ° SUPP L COMPONENTS REQUIRED FOR THE SEALANT JOINT TO MATCH MAXIMUM 4"CAP BETWEEN 1_2 4_0 1'-2" STUDS 3T-0" E A HMENT. GUARDRAIL COLOR GUARDRAIL AND ESCALATOR. --- - PLANS,ELEVATIONS C &DETAILS o TYP AL PANEL ELEVATION 05 GUARDRAIL ELEVATION 04 ELEVATOR ENTRANCE ELEVATION 03 VERTICAL CORE PLAN (LOWER LEVEL) /��J �Lr (1) o SOURCE:VER.1.2013 3/4"=1'-0" SOURCE:VER.1.2013 1/4"=1'-0" SOURCE:VER.1.2013 1/4"=V-O" SOURCE:VER.1.2013 1/4"=1'-0" 'A"''5 b / n° =z E 1 AL-CO-2 2 13 3 03 4 5 D 7 O O O AL-CO-1 AS.1 AL-CO-2 �F 5 Z ROOF LINE AL-CO-1 T. 3 ROOF LIlJE 01 03 BEYOND -1 03 13 134-8 QoO x 3 -----BE'(OND _ _ LT. TO 137_9� On 4 - AL RWC 1 LT TYP. �. -------------- W ® ® CJ CJT ® CJJ� -- --- ® -Od-__-__------ - - T.�M'" -- - - -------- - --- - -- --- --- --- F - MET.2DOCK HOOD AS ® CJ ® CJ ® CJ CJ ® CJ ® B.O. Ya . 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FOR BALANCE OF NO ES ESTATE OF SAND m0 �,`��✓/ ., d_ SEE STRUC. d FDOt\ G Ni0�pFR �N• \ - - AND DIMENS101 VESTIBULE SEE IB/A3.1 Cr - — ea\WT�p11s 5 L------ Q) �� 01 --- DRAN9NG TITLE: ks 10 vNN�TMN � tE SIM. (ALTERNATE) I �aSDGDGH0 W �DE9GA AWNING WALL —.. pFRWt�NTFRHNiE SECTIONS o CANOPY SECT. i@ MID-HEIGHT COLUMN 04 CANOPY SECT. @ HIGH COLUMN 03 ENTRY FEATURE SECTION A9 fin+ SOURCE:VER.1.2013 112"=1'-0" SOURCE:VER.1.2013 1/2"=1'-O" SOURCE:VER.1.2013 1/2" " '" HIGH PILE STORAGE 4 0 ./`� TOP SHELF AREA IS: 3,668 SQ. FT. da z �0 o - GENERAL NOTES p o N �� a A B C D E 1.SOLID SHELVES ARE 3/4' m'3 THICK POLYMERIC COATED CI ,i WIRESMEL FRAME Q Q PARTICLE BOARD 24"DEEPSID rn y 12 5 48'LONG 4 0 6 T i 2.EACH SHELF IS SUSPENDED Y ON'MRE UPRIGHTS WITH DESIGNER NOTE CHECKLIST SOLID SHELVES(TYP) METAL REBAR r w � W SPACING VARIES k+ a - - - - LEGEND _ g O 2 X I I t 48" 25 1/2" DETAIL "An ppC�p • ®DENOTES DETAIL'A'8'B• 1101I ARG ®DENOTES DETAIL'C' PRE-5NE5•A' _ a SALES FLOOR GABLES DETAIL 19 D®® z O ♦ I I L—J DENOTES DETAIL"D'(NO HIGH PILE STORAGE) fe SOURCE:VER.1.2013 N.T.S. 6 0 RAMES HOME DECOR DUVET SOLID C MF PRINTS' rG fO I I 1/11-POLYMERIC Ii T i Fol Fusl w W X / BOARD BETWEEN ICOATED x Bed B El m Co gU SHELF BACKS I IL3— < TYP. Zo y �DOWNL7 a _ - I PRINTS C J N TRASH Y Q 0< i I DINNERWARE ILL0) W F 0 'i�, At � z SOLID SHELVES I SOLIDS 0 W �d' (TYP)SPACING 4- U_ F VARIES I CLOSET PROMO 0 z zLU F O _ I SOFT KRCHE � ^LAAN a Y O rr 14 N o W 2 J Q Q W D I 6 COVERLETS Pl• TYP. ,y 0_ COFFEE k m (DETAIL "B") p Z 2 F 19 I P OWS OUIL U Z O J N d 25 1/2" 25 1/2" P1. TYP. Q N O (DETAIL„A„)I �) 0 w Q 1 Z rc a 51" DETAIL "B" CLEANING THRO g, o J SALES FLOOR BACK-TO-BACK DETAIL 14 ELECTRICS R m a U U HARDWARE FURN CVRS 04 LL y SOURCE:VER.1.2013 N.T.S. J — I — P1 TYP. o ri (DETAIL "D") 016 2 Q oO KRCHEN BASICS I p o Qj I OOKWARE SHOWER m QI.m_Z .--I w 0 .--I m U z SOUD SHELVES SEASONAL (TYP)SPACING I ACCESSORIE VARIES r—� P—CARE Ui iv RUGS oismieuTloN: ogre — SEAS ELEC Prototype Ver.1.2013 10/16/13 JT L J PERMIT X/XX/X I BID XXIX xX1Xx/x OCS ( I \'J TOWELS 48" "� 25 1/2' I WRAP J� PERS 4LEC m DETAIL "C" _ _ PRE-SALES SHELF 09 — m SOURCE:VER.1.2013 N.T.S. — 0.7 — — 0.6FF -------- --- I LLJ I awecrx eaa PaaecTs i XXXXXX FOR I cxecNeo: 4--+ SOLID SHELVES (TYP)SPACING 1 VARIES gF. LICENSED A A.1 A.6 A.7 A.8 B.3 B.7 C.2 C.4 D D.2 E A E Kg' ARCHITECT AR-1682 REFERENCE PP �EgFlG C7)HPLI,commodity Class—Approved,lH 08/26/14 µy, 170 a)Please provide the commodity class for the high pile storage areas. .�LOClsP% \HG Dvw XXX U S LYNN S.WOODBURY SIGOF`0^nON - ONLY M T FlNw-SNSTATE OF IDAHO DRAWING TTLE: 1 SLATWALL O HIGH PILE STORAGE PLAN&FIXTURE E DETAIL "D" - SHELF DETAILS 0 SALES FLOOR DIVIDER-WALL DETAIL 04 HIGH PILE S',ORAGE PLAN 01 � o SOLRCEIVER 5.2013 N.T.S. SOURCE:VER.1.2013 1/16"=1'-0" SPECIAL INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE TABLE BELOW: d g GENERAL NOTES: t CO [NOTE. DEEM SPECIAL INSPECTIONS SCHEDULE ONTRACTOR$HALL VERIFYLOCIT,ATION OF ALLi. BUILDING CODE-2012 INTERNATIONAL BUILDING CODE ,NU PN p,M SNIT \N5TM _1. STEEL Jgs$75 SHALL BE DESIGNED,FABRICATED AND ERECTED IN ACCORDANCE 1NTH THE'STANDARD SPECIFICA7iON5 SPECIAL INSPECTION FREQ. REFERENCED STANARD(51 PPRROPRIAUTEDSUIPHOB(CONTRACCONTOR. AT JUSC. T 3 16 COLUMN�a r1 FOMFOROPEN WEB STEEL JOISTS,'K-SERIES"(2002)OF THE STEEL JOIST INSTITUTE(SJI). Sq�; OOTING ELEVATIONS AS REWIRED. / G� ' 2. ROOF DEAD AND LIVE LOAD-REFER TO DRAWING S2.2 PNL NEW\R�NME(FR ES 2. STEEL JOISTS SHALL BE DESIGNED BY THE MANUFACTURER. THE MANUFACTURER'S ENGINEER SHALL BE RESPONSIBLE ppa 6g 3 2dpVA1T 9UWDNO C� FOR THE DESIGN,ADEQUACY AND SAFETY OF ALL STEEL JOISTS. ALL SHOP DRAWINGS SHALL BE SIGNED AND SEALED 1.VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO FINISH FLOOR Q."5 y; 3 SNOW LOADS E LTAING BY THE MANUFACTURER'S ENGINEER WITH THE ENGINEER'S SEAL FOR THE STATE WHERE THE STRUCTURE IS LOCATED. ACHIEVE THE DESIGN BEARING CAPACITY. PERIODIC' W 0 3. UNLESS OTHERWISE NOTED,STEEL JOISTS SHALL BE DESIGNED AS SIMPLY SUPPORTED,UNIFORMLY LOADED TRUSSES BASE PLATE c W -GROUND SNOW LOAD,P9 =N/A WITH THE TOP CHORD BRACED AGAINST LATERAL BUCKLING. THE UNIFORM DESIGN LOAD SHALL BE THE TOTAL SAFE BOTTOM OF BASE PLATE 1 4 LEVELING PLATE a a W -FLAT ROOF SNOW LOAD,Pf .25 PSF APPUES UNIFORMLY 2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER SLAB ON GRADE iv / E E6 W UNIFORMLY DISTRIBUTED LOAD AS SHOWN IN THE SJI STANDARD LOAD TABLE DEPTNAND HAVE REACED PROPER MATERIAL PERIODIC rrW44 I -SNOW EXPOSURE FACTOR,Ce -N/A 4. WHEN NET UPLIFT FORCES DUE TO WIND ARE SHOWN ON THE DRAWINGS,THE MANUFACTURER SHALL DESIGN THE GEOTECHNICAL W S F -SNOW LOAD IMPORTANCE FACTOR,la =N A ENGINEERING REPORT; - d a r / JOISTS,BRIDGING AND CONNECTIONS OF THE JOISTS TO THE SUPPORTING STRUCTURE FOR THE NET UPLIFT. A SINGLE IBC 1704.7 & GROUT Z -THERMAL FACTOR,Ct =N/A LINE OF BOTTOM CHORD BRIDGING MUST BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINTS WHENEVER 3.PERFORM CUSSIfICATON AND TESTING OF CONTROLLED CI 4. WIND LOADS: UPLIFT DUE TO WIND FORCES IS SHOWN ON THE DESIGN DRAWINGS. TILL MATERIALS. PERIODIC ////--PpppROVIDE 1'CLEAR BETWEEN ° W 5. WHEN NONUNIFORM OR CONCENTRATED LOADS ARE SHOWN ON THE DRAWINGS,THE MANUFACTURER SHALL DESIGN THE PIPE AND SLEEVE TYP. ANCHOR BOLTS-SEE -BASIC WIND SPEED(3 SEC GUST) -23.3 MPH JOISTS IN ACCORDANCE WITH PARAGRAPH 4.1 OF THE STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS, (CAULK WHERE NECESSARY) CONIC.FILL TOP OF ROOTING OR c9 TYPICAL BASE PLATE G -WIND IMPORTANCE FACTOR,ICU =1.0 K-SERIES. 4.VERIFY USE W PROPER MATERIALS,DENSITIES AND m PILASTER-SEE PLAN , F LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF CONT. JOINT ° DETAIL W -BUILDING CATEGORY =ENCLOSED,SIMPLE DIAPHRAGM 6. STEEL JOIST BRIDGING SHALL BE PROVIDED IN ACCORDANCE IMTH THE SJA SPECIFICATION. ALL BRIDGING AND BRIDGING CONTROLLED FILL. DESIGNER NOTE CHECKLIST 0 -OVERALL EXPOSURE CATEGORY =C ANCHORS SHALL BE PLACED AND STEEL JOIST ENDS FIXED PRIOR TO THE APPUCA71ON OF ANY LOADS. BRIDGING S= -HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT .1.33(1.51•CANOPY FEATURES) THAT TERMINATES AT.OR IS INTERRUPTED BY,STRUCTURAL STEEL BEAMS,MASONRY WALLS OR CONCRETE WALLS 5.PRIOR TO THE PLACEMENT OF CONTROLLED FILL, 5. SEISMIC: 2 SHALL BE ATTACHED THERETO. COORDINATE BRIDGING LOCATIONS TO AVOID INTERFERENCE WITH ALL MECHANICAL, OBSERVE SUBGADE AND VERIFY THAT THE SITE HAS PERIODIC °J 'y m k'IF3 0 ELECTRICAL AND FIRE PROTECTION EQUIPMENT. BEEN PREPARED PROPERLY. CONIC.BLK. a i -OCCUPANCY CATEGORY =11 IBC U, 7. MINIMUM BEARING REQUIREMENTS,UNLESS NOTED OTHERWISE. ° COLUMN BASE DETAIL 18 CONCRETE NOT APPLICABLE TO ISOLATED SPREAD FOOTINGS OR Ei WALL W -SOIL SITE CLASS =C 1 CIA, 2-1/2'ON STRUCTURAL STEEL a 4 a o z i u 2 -MAPPED SPECTRAL RESPONSE COEFFICIENTS 1 dESt pFS'� NON-STRUCTURAL SLABS ON GROUND): ; °®° SOURCE:VER.1.2013 N.T.S. Ss -0.203 NOTES 5P"- 4'ON STEEL BEARING PLATES OVER MASONRY OR CONCRETE III' I2 U, ,y1 h GO_DE'�rp 8. HOLES IN STEEL JOIST CHORDS WILL NOT BE PERMITTED,EXCEPT FOR BOLTED CONNECTIONS AT THE BEARING END OF a°'.° 1Lyy (9 Si =0.08 Axx"" (RNA ,W"`-• THE STEEL JOIST. 1.INSPECTION OF REINFORCING STEEL,SIRE AND PLACEMEN PERIODIC' III- ° - 1 X F Y -SPECTRAL RESPONSE COEFFICIENTS W F"r ACI 318:3.5,7.1-7.7 WHERE DIM.'A"IS EQUAL TO OR a" p TNT• 9. FIXTURES,ETC.THAT ARE TO BE SUPPORTED OR HUNG FROM THE STEEL JOIST SHALL BE FRAMED WIN AU)IUARY 2 X $da .0.182 2.INSPECTION OF REINFORCING STEEL WELDING: CENT. -III GREATER THAN 6"FIELD INSTALL LOAD FRAMING TO THE PANEL POINTS OF THE STEEL JOIST.METHODS OF FRAMING THAT INDUCE BENDING TO THE STEEL GREAT 4 AS SHOWN 0 Sd1 =0.09 JOIST CHORDS OR WEB MEMBERS WILL NOT BE PERMIM. ° / OI -BASIC SEISMIC FORCE RESISTING SYSTEM LOAD BEARING,INTERMEDIATE 10.UNLESS NOTED OTHERWISE,STEEL JOISTS SHALL BE ATTACHED TO SUPPORTING STEEL WORK OR STEEL BEARING STEELROTHEROTHAN pgiLLEtAp708 OF REINFORCING PERIODIC Ji 3 X G REINFORCED MASONRY SHEAR WALLS PLATES WITH TWO(2)1/B'FILLET WELD(ONE EACH SIDE)1'LONG,OR WITH A 1/2'DIAMETER BGLT. 2 - 2'-0"MIN. 0 -SEISMIC DESIGN CATEGORY C B.SHEAR REINFORCEMENT AGES 01,4;ACI 578:J.5.2 I- -RESPONSE MODIFICATION COEFFICIENT,R =2 11. STEEL JOISTS AT COLUMN CENTER LINES SHALL 8E BOLTED TO STRUCTURAL STEEL TWO(2)i/2'DIAMETER C.OTHER REINFORCING STEEL PERIODIC 7 K -DEFLECTION AMPLIFICATION FACTOR,Cd =2.25 BOLTS.WHERE STEEL JOISTS DO NOT SPACE TOtCOLUMN CENTER LINES,USE BOLTED CONNECTIONS FOR THE STEEL - PROVIDE 1'CLEAR BETWEEN 11yy 0 -SYSTEM OVERSTRENGTH FACTOR,Do =2.5 CLOSEST TO THE CENTER LINE. 3.VERIFYING USE OF REQUIRED DESIGN MIX PERIODIC ACI 31& Ch.4,5.2-5.4 PIPE AND SLEEVE TYP. §p K -ANALYSIS PROCEDURE: =SIMPLIFIED ANALYSIS PROCEDURE 12.REPAIR OR REPLACE ALL DAMAGED STEEL JOISTS. - 4,SAMPLING FRESH CONCRETE AND PERFORMING SLUMP, LINE OF MAX.EXCAVATION (CAULK WHERE NECESSARY) }xr D• -BASE SHEAR,V =XX.X K 13.ALL JOISTS IN BAYS 40 FEET OR LONGER SHALL HAVE THE END CONNECTED TO THE SUPPORTING STEEL STRUCTURE AIR CONTENT,AND DETERMINING THE TEMPERATURE OF DEPTH ADJACENT TO FIG. �P U) WITH ERECTION BOLTS PER OSHA REQUIREMENTS, FRESH CONCRETE AT THE TIME OF MAKING SPECIMENS FOR Dd+T• ASTM C 172; CONIC.FILL 0 STRENGTH TESTS. ASTM C 31;ACI 318:5.6,5,8 3/18 FO FOUNDATION& STEEL JOIST GIRDERS, !; S,INSPECTION OF CONCRETE PLACEMENT FOR PROPER CONT we• E 1. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN THE 1. JOIST GIRDERS SHALL BE DESIGNED,FABRICATED'AND ERECTED IN ACCORDANCE WITH THE STANDARD APPUCATION TECHNIQUES ACI J/6:5.9,5.10 LOAD 'SOILS AND FOUNDATION INVESTIGATION'PREPARED BY EHM ENGINEERS INC. SPECIFICATIONS FOR JOIST GIRDERS(2002)OF THE STEEL JOIST INSTITUTE(SJI). 8,INSPECTION FOR MAINTENANCE OF SPECIFIED CURING 2. SPREAD FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SUSTAINING A NET ALLOWABLE BEARING PRESSURE 2. STEEL JOIST GIRDERS SHALL BE DESIGNED BY THE MANUFACTURER. THE MANUFACTURER'S ENGINEER SHALL BE> TEMPERATURE AND TECHNIQUES PERIODIC ACI 31&5.n-5.1J STEEL JOIST W 1 1 OF 3000 PSF FOR INDIVIDUAL COLUMN FOOTINGS AND 3000 PSF FOR CONTINUOUS WALL FOOTINGSA" SEE PLAN I-W UNDER FULL SERVICE LIVE AND DEAD LOAD. RESPONSIBLE FOR THE DESIGN,ADEQUACY AND SAFETY OF ALL STEEL JOIST GIRDERS. ALL SHOP DRAWINGS SHALL STEEL CONSTRUCTION: g U 3. FOOTINGS MAY BE POURED INTO AN EARTH-FORMED TRENCH IF SOIL CONDITIONS PERMIT. BE SIGNED AND SEALED BY THE MANUFACTURER'S,ENGINEER WITH THE ENGINEER'S SEAL FOR THE STATE WHERE Lu@ Q 4. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY PRIOR TO 3. EXCEPTHE TRWHEREEADDITION IS AAL DESIGN LOADS ARE SHOWN ON THE STRUCTURAL DRAWINGS,STEEL JOIST GIRDERS SHALL 1.MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, PIPE @ FOUNDATION DETAIL 17 JOIST LOAD STRUT DETAIL 16 Zi fL a CONCRETE PLACEMENT.THE INDEPENDENT TESTING AGENCY SHALL BE THE SOLE JUDGE AS TO THE NUTS,AND WASHERS,HIGH-STRENGTH BOLTING 0 W SUITABIUTY OF THE BEARING MATERIAL.FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED. BE DESIGNED AS SIMPLY SUPPORTED PRIMARY MEMBERS WITH ALL LOADS EQUAL IN MAGNITUDE AND EVENLY SOURCE;VER.1.2013 N.T.S. SOURCE:VER.1,2013 N.T.S. _ U S. BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 24"BELOW FINAL EXTERIOR GRADE. SPACED ALONG JOIST GIRDER TOP CHORD. A IDENRDS S N MARKINGS TO CONFORM TO ASTM APPLICABLE ASTM MATERIAL U 4. ADDITIONAL DESIGN LOADS FROM ROOF TOP EQUIPMENT OR OTHER CONCENTRATED LOADS SHOWN ON THE DRAWINGS STANDARDS SPECIFIED IN THE APPROVED PERIODIC SPECIFICATIONS;AISC ASD Sea NOTE: SLAB ON GRADE SAW CU7 CONTROL JOINTS- -6 M 0 N• 6. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACK FILLING PRESSURES UNTIL SHALL BE CONSIDERED AS COLLATERAL LOADS.'.THESE LOADS SHALL BE CONSIDERED IN THE DESIGN OF THE JOS7 CONSTRUCTION DOCUMENTS Q p FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE. 3 A3.4;AISC LRFD Sec.A3.3 REFERENCE MASONRY GENERAL NOTES& F SEE FOUNDATION PLAN AND C J GIRDERS.REFER TO THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND WEIGHTS OF EQUIPMENT. REINFORCING SCHEDULE FOR LAP LENGTHS G PLAN NOTES FOR LOCATIONS W Z 7 WHERE 0 AS TO MAINTAIN ANDATION pLLS ARE COMMON E�EVATION HAVE EARTH ON EACH SEDE OF THD ON EE WALL PLACE FILL SIMULTAMEN1S WHERE SUCH LOADS DO NOT OCCUR AT THE PANEL POINTS OF THE JOIST GIRDER,AUXILIARY FRAMING SHALL BE REQUIREDMANUFACTURER'S CERTIFICATE OF COMPLIANCE PERIODIC' ADDITIONAL INFORMATION. Y Q 0 Q. Ate.SE�T, ADDED TO THE JOIST GIRDER OR THE TOP CHORD SHALL BE DESIGNED FOR THE EFFECTS OF THE LOAD. FW FlRN.TE CAL N Mty- WAX. 5. JOIST GIRDERS SHALL BE DESIGNED TO SUPPORT THE DESIGN LOADS WITHOUT EXCEEDING A DEFLECTION OF L/360. 2.INSPECTION OF BEARING-TYPE CONNECTIONS PERIODIC NSC_RFD Sec.M2.5 - x x x (O LU 0 0 OOB�tE; TM�,QTE QLT MENT 6. WHEN NET UPLIFT FORCES DUE 10 WIND ARE SHOWN ON THE DRAWINGS,THE MANUFACTURER SHALL DESIGN THE 3.MATERIAL VERIFICATION OF STRUCTURAL STEEL AISC LRFD SETM1 SEA' JOIST ORDERS AND CONNECTIONS OF THE JOIST GIRDERS TO THE SUPPORTING STRUCTURE FOR THE NET UPLIFT. O W 1. REINFORCING SHALL CONFORM TO ASTM A615,GREG,UNLESS NOTED OTHERWISE. ; � Qp\NL 8. M7. WIIJUMST RBEARING REQUIREMENT,REMENT�UNOLESS NOTED OTINERTHEY IE SCAN BE ERECTED YATINOUT BRIDGING. A.IDENTIFICATION MARKINGS 70 CONFORM TO ASTM L U F 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. STANDARDS SPECIFIED IN TINE APPROVED CON51RUCnO --- HOLE W 4"ON STRUCTURAL STEEL DOCUMENTS 5AW CUT SLAB WITHIN 12 O 0 I 3, MINIMUM CONCRETE COVER,UNLESS NOTED OTHERWISE: AS A-6 OR ASTM A-563 CONTROL JOINT HOURS AFTER SLAB HAS U) z_U UNFORMED SURFACE IN CONTACT WITH THE GROUND. 3 IN. 8"ON STEEL BEARING PLATES OVER MASONRY OR CONCRETE " B.MANUFACTURER'S CERTIFIED MILL IEST REPORTS BEEN PLACED. FORMED SURFACES EXPOSED TO EARTH OR WEATHER. 9. JOIST GIRDERS AT COLUMN CENTERUNES SHALL BE BOLTED TO STRUCTURAL STEEL WITH TWO(2)3/4'DIAMETER REQUIRED --- O Z W w #6 BARS AND LARGER 2 IN. BOLTS. __ O F 2 q5 BARS AND SMALLER 1-1/2 IN. 10.NO OTHER LOADS SHALL BE PLACED ON THE JOIST GIRDER UNTIL THE STEEL JOISTS BEARING ON THIS GIRDER ARE }F FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: IN PLACE AND ATTACHED THERETO. A.IDENTIFICATION MARKINGS TO CONFORM TO AWS 3/16'SCORED JOINT 0) L) 1L BEAMS,GIRDERS,AND COLUMNS 1-1 2 IN. 11, UNLESS NOTED OTHERWISE,JOIST GIRDERS SHALL BE ATTAINED TO SUPPORTING STEEL WORK OR STEEL BEARING SPECIFICATION IN THE APPROVED CONSTRUCTION --- - O Q (FILL WITH APPROVED F SLABS,WALLS,AND JOISTS PLATES WITH TWO(2)1/4'FILLET WELDS(ONE EACH SIDE),2'LONG OR TWO(2)3/4"DIAMETER BOLTS. DOCUMENTS RISC ASD Sec.A3.6; QORNER BARS UQUID SEALER) PNA DIAMOND DOWEL AT T J Q W 0 T11 BARS AND SMALLER 3/4 IN. 12. REPAIR OR REPLACE ALL DAMAGED JOIST GIRDERS. B.MANUFACTURER'S CERTIFICATE OF COMPLIANCE RISC LRFD See.p3.5 $S Y REQVIRED --- 24'O.C.INSTALLED PER C Z /14 AND Iyie BARS 1-1/2 IN. MATCH SIZE&SPACING OF HORIZ. SLAB ON GRADE- w Y 4. LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE,UNLESS NOTED OTHERWISE. MANUFACTURER'S WRITTEN 0 Q METAL ROOF DECK, 5.INSPECTION OF WELDING BARS.WHERE SIZE&SPACING SEE SCHEDULE INSTRUCTIONS ¢ Z 2 WHERE CLASSES ARE NOT CALLED OUT ON DRAWINGS,USE CLASS"B'SPUCES. SINGLE-PASS FILLET WELDS a 5/1 6' PERIODIC AWS DIJ DIFFER MATCH LARGER AREA. -0 Z O VI TENSION SPLICES(INCHES) COMPRESSION SPLICES(INCHES) 1. METAL ROOF DECK SHALL COMPLY WITH THE REQUIREMENTS OF THE STEEL DECK INSTITUTE SPECIFICATIONS AND (: z } Q W 0 COMMENTARY FOR STEEL ROOF DECK(1995). MASONRY CONSTRUCTION ° O LL C BAR TOP BARS OTHER BARS 2. METAL ROOF DECK SHALL BE CONFIGURATION,DEPTH AND MINIMUM GAGE AS SHOWN ON THE DRAWINGS. - s O Lq Z Z 1.AS MASONRY CONSTRUCPDN BEGINS,THE FOLLOWING F 0 a SIZE A B A e ATTACHMENT TO THE SUPPORTING STRUCTURE SHALL BE AS SHOWN ON THE DRAWINGS AS A MINIMUM.SEE ROOF SHALL BE VERIFIED TO ENSURE COMPLIANCE: G) O F- PLAN NOTES. K V 0 3. DO NOT HANG OR SUPPORT ANY LOADS FROM METAL ROOF DECK. METAL ROOF DECK SHALL BE CONTINUOUS A.PROPORTIONS OF SITE PREPARED MORTAR. ACI 530.1/ASCE 6/TMS 602:Art.2.6 SUBBASE-SEE lin a c r� #3 22 28 17 22 12 OVER A MINIMUM OF THREE SPANS. B.CONSTRUCTION OF MORTAR JOINTS. AG 530.1 ASCE 8 S 602:Ar1.3,3 SLAB SCHEDULE AND F N g4 29 37 22 29 15 - PERIODIC / /TM GLAD REPORT y 0 O /5 36 47 28 36 19 C.LOCATION OF REINFORCEMENT AND CONNECTORS. ACI 570.1/ASCE 6/TM 602:Arl. (�\/f\ 0 Q 85 43 56 33 43 23 3.4,ISA U /7 63 81 48 63 27 q 2.THE INSPECTION PROGRAM SHALL VERIFY: CONSTRUCTION JOINT x i8 72 93 55 72 30 uICMLAurDIIa A.SIZE AND LOCATION OF STRUCTURAL ELEMENTS ACI 530.1/ASCE 6/1MS 602:ArL3.3G Ov �9 61 105 62 81 34 " : o /10 91 116 70 81 38 B.TYPE,SIZE,AND LOCATION OF ANCHORS, Aq 530/ASCE 5/TMB,G2-$EQ. BOND BEAM PLAN DETAILS 12 SLAB JOINT DETAILS 11 p w rq /11 101 131 76 101 42 1. THESE GENERAL NOTES SUPPLEMENT"THE PROJECT SPECIFICATIONS.REFER TO PROJECT SPECIFICATIONS FIR ADDITIONAL INCLUDING OTHER DETAILS OF ANCHORAGE OF 1,2.2(a),2.1.4,3.1.6,112,2.1.10.8.2, y U W Do in REQUIREMENTS. MASONRY TO STRUCTURAL MEMBERS,FRAMES,OR 3.2.&4(b) SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T,S. LIJ <o M N COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS LAP WELDED WIRE OTHER CONSTRUCTION, - n 2. STRUCTURAL DRAWINGS ARE INTENDED'TO BE USED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.CONTRACTOR IS ED O O O FABRIC ONE SPACING OF CROSS WIRES PLUS 2". RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOfJ DRAWINGS AND WORK. C.SPECIFIED SIZE,GRADE,AND TYPE OF ACI 530.1 ASCE 8 S 602:Sec. 1 2'-REMINDED 3)-y4 X 6'-0'LONG IN SLAB y�O� mI CIO 3. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL REINFORCEMENT PERIODIC 1.12;ACI 530.1/ASCE 6/7M5 / bN GRADE AT COLUMN WHERE w Z m ao 5. LIGHT WEIGHT CONCRETE NOT PERMITTED. MASONRY WALL FILLER C ¢Go O OF RECORD. 80: .4 .4 NO CONSTRUCTION OR CONTROL 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ACI 530/ASCE 5/TMS 402:S- JOINT OCCURS Q K�Z^^ PROFESSIONAL OF RECORD. D.WELDING W REINFORCING BARS. 2,1.10,2,32.3.4 b Ed O O m CO 5, OPENINGS V-4'AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS.REFER TO VERTICAL REINFORCING NOTES: Q a Z o 0 E.PROTECTION OF MASONRY DURING COLD WEATHER FULL HEIGHT OF WALL PER I SAWCUT CONTROL JOINTS OR PLACE REINFORCED MASOMR*. ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. ACI 530.1/ASCE 8/71J5 602:Art. w O 6. THE CONTRACTOR IS RESPONSIBLE FOR UMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL (TEMPERATURE BELOW 40'F)OR HOT WEATHER 1 eF 183 REINFORCING MASONRY CONSTRUCTION JOINTS IN PINWHEEL m U (TEMPERATURE ABOVE 90•F) NOTES ON SIGN W PATTERN "DIAL COLUMNS. 1. THE REINFORCED CONCRETE MASONRY FOR THIS PROJECT HAS BEEN DESIGNED AND DETAILED IN ACCORDANCE FRAMING.CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE l:OADS (/� STEEL LINTEL SEE 2.USE 22"DOA.CIRCULAR ISOLATION WITH THE ALLOWABLE STRESS DESIGN METHOD OF THE INTERNATIONAL BUILDING CODE. ARE IMPOSED. - 3,PRIOR TO GROUTING THE FOLLOWING SHALL BE DWL.INTO FIG.TO MATCH) O JOINT 6 SLAB IS TO BE POURED PRIOR nQ 2. REINFORCED MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH,Fn,OF1500 PSI. MASONRY UNITS SHALL 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLEFOR VERIFIED TO ENSURE COMPLIANCE: GROUT CELL SOLID SCHEDULE ON SHEET 52.2 TO STEEL ERECTION.RUN CONTROL BE NORMAL WEIGHT BLOCK CONFORMING TO ASTM C90,GRADE N,TYPE 1,AND SHALL HAVE A MINIMUM NET AREA FURNISHING ALL TEMPORARY BRACING AND/OR)5UPPORT THAT MAY BE REQUIRED'.AS THE RESULT OF THE p,GROUT SPACE IS CLEAN. pq SJO.T/ASCE 6/iM5 6o2:Art,J.2D 7" 1 JOINTS TO CENTERLINE OF COLUMN AT COMPRESSIVE STRENGTH OF 2000 PSI. MORTAR SHALL CONFORM 70 ASTM C270,TYPE S.GROUT SHALL CONFORM CONTRACTOR'S CONSTRUCTION METHODS AND/ORi SEQUENCES CIRCULAR ISOLATION JOINTS TO ASTM C476. B. DO NOT SCALE THESE DRAWINGS,USE DIMENSIONS. - B.PLACEMENT OF REINFORCEMENT AND CONNECTORS ACI 530/ASCE 5/YMS 402:See.1.12; 3, REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60,UNLESS NOTED OTHERWISE. 9. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS.OF PERlaOi0 All 5Jo.1 ASCE 6 MS 60a Art.3.4 PLAN 4. CONTINUOUS WIRE REINFORCING(JOINT REINFORCING)SHALL BE GALVANIZED TRUSS OR LADDER TYPE FORMED THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. C.PROPORTIONS OF SITE PREPARED GROUT. Ad 5J0,1/ASCE 8/TMS 602:Art.2.68 CONSTRUCTION OR DISTRIBUTION: GATE: FROM 9 GAUGE COLD-DRAWN STEEL WIRE COMPLYING WITH ASTM A82. JOINT REINFORCING SHALL BE SPACED 10. IN CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT D.CONSTRUCTION OF MORTAR JOINTS. ACI 530.1/ASCE G/TMS 602:Art.3.3B 8"B RING 3/4'GROUT CONTROL DINTS Prototype Ver.i.2013 10/15113 AT 16"O.C.VERTICALLY IN ALL MASONRY WALLS. DOCUMENTS THE CONTRACTOR SHALL NOT BE REUEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE 4.GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE 5, SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF VERTICAL CONTROL JOINTS.HORIZONTAL BOND BEAM AND PROFESSIONAL OF RECORD REVIEW OF SHOP DRAWINGS,PRODUCT DATA,ETC.,UNLESS THE CONTRACTOR HAS COMPUANCE WIN CODE AND CONSTRUCTION DOCUMENT CONT,' ACI 530/ASCE 6/TMS 602-ART.3.5 (2)1/2'DOA.ANCHOR BOLTS W/4" /--COLUMN PERMIT /XXIX LINTEL REINFORCING SHALL BE CONTINUOUS ACROSS VERTICAL CONTROL JOINTS. JOINT REINFORCING SHALL BE SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OF SUBMISSION,AND THE PROVISIONS. HOOK.EMBEDDED 1'-4'INTO WALL / BID XXIX STOPPED EITHER SIDE OF VERTICAL CONTROL JOINTS. PROFESSIONAL OF RECORD HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. BELOW 8. ALL REINFORCED CELLS,ALL CELLS BELOW GRADE AND ALL CELLS BELOW FINISH FLOOR SHALL BE GROUTED SOUR. 5.PREPARATION OF ANY REWIRED GROUT SPECIMENS, AC 530/ASCE 8//T1MM5 802-ART.1.4. 1/2'PREMOLDED FILLER 7, WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE,IT SHALL NOT BE SLOPED MORE MORTAR SPECIMENS,AND/OR PRISMS SHALL BE CONT. AND IBC SEC.2i05.2.2 AND 2105.J XXD( THAN ONE HORIZONTAL IN 6 VERTICAL, DOWELS MAY BE GROUTED INTO A CELL IN VERTICAL ALIGNMENT,EVEN OBSERVED. SLAB ON GRADE THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. (1)/5 VERT.(W/#4 DWL INTO FTG. 6. REINFORONG STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS. L 6.COMP WIN REQUIRED INSPECTION PROVISIONS TO MATCH)GROUT CELL SOLID OF THE CONSTRUCTION DOCUMENTS AND THE PERIODIC ACI 530/ASCE 6/TMS 602-ART.1.5. 9. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 APPROVED SUBMITTALS SHALL BE VERIFIED. DIAMETERS OF THE REINFORCING,NOR 10 FEET. BARS SHALL BE IN PLACE PRIOR TO GROUTING. SPECIAL INSPECTIONS, 10.VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM GROUT COVER OF 1/2 OF AN INCH TO THE INSIDE FACE OFADHESIVE ANCHORS/RONFORCEMENT: MASONRY UNIT AND A MINIMUM TOTAL MASONRY COVER NOT LESS THAN TWO INCHES. 1. THE OWNER MILL EMPLOY THE SERVICES OF ONE OR MORESPECAL INSPECTORS 10 PROVIDE SPEdAl INSPECTIONS DURING 1.DURING PLACEMENT pF ADHESIVE ANCHORS OR 2 11. PARALLEL ADJACENT VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM CLEAR DISTANCE NOT LESS THAN 1 CONSTRUCTION FOR ENE REQUIRED SPECIAL INSPECTION ITEMS. REINFORCEMENT EMBEDDED WITH ADHESIVE(AS 1/2 BAR DIAMETERS NOR 1 i/2 INCHES. SPECIFIED ON THE CONSTRUCTION DOCUMENTS)IN " 12.VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS 2 THE SPECIAL INSPECTOR SHALL BE A OUAUFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE.TO THE SATISFACTION OF THE MASONRY AND CONCRETE: UNOBSTRUCTED CELL AREA NOT LESS THAN Yxe. BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE,FOR INSPECTION A,SIZE AND EMBEDMENT OF ANCHORS/REINF. CONTINUOUS SECTION 13. GROUTING SHALL BE STOPPED 1-1/2"BELOW THE TOP OF A COURSE SO AS TO FORM A KEY AT THE POUR JOINT. OF ME PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. MANUFACTURERS INSTALLATION 14. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. B.ANCHORS REINiORCEMENT INSTALLED PER CONTINUOUS INSTRUCTIONS LINTEL DETAIL 07 SLAB @COLUMN DETAIL 06 15. ALL BOLTS,ANCHORS,ETC.,INSERTED IN THE WALLS.SHALL BE GROUTED SOLID INTO POSITION. 3. OLIVES AND RESPONSIBILITIES OF SPECIAL INSPECTOR: MANUFACTURERS RECOMMENDATIONS. A 111E SPECIAL INSPECTOR SHALL:OBSERVE THE WORK ASSIGNED FOR CONFORMANCE VITX THE APPROVED DESIGN DRAWINGS AND WOOD CONSTRUCTION; 18. SPLICED REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 72 BAR DIAMETERS BASED ON THE MAXIMUM SPECIFICATIONS THE INSPECTOR MAY NOT ALTER,MODIFY.ENLARGE OR WAVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1,2013 N.T.S. ALLOWABLE STRESS,UNLESS NOTED OTHERWISE. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING WHCIAL THE PROFESSONAL-OF-RECORD, 1.INSPECTION OF THE FABRICATION PROCESS OF D AND THE CONTRACTOR, ALL DISCREPANCIES STALL BE BROUGHT TO THE IMMEDIATE ATTIMPON OF THE CONTRACTOR FOR PREFABRICATED WOOD STRUCTURAL ELEMENTS --- IBC 1704.2 CORRECTION•TEN.IF UNCORRECTED,SUBMIT A COMPLETE UST OF ALL OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO AND ASSEMBLIES. THE OWNER,THE BUILDING OFFICIAL,AND ONE PROFESSIONAL-OF-RECORD,UNTIL All CORRECTIONS HAVE BEEN COMPLETED, CO CO CO C.THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STAIING WHETHER ME WORK REWIRING SPECIAL INSPECTION 2.INSPECTION OF SITE-BUILT ASSEMBLIES. --- IBC 1704.1 ARcrv.PRo�Ecra eea PROJECTk STRUCTURAL glen, WAS,TO THE BEST OF THE INSPECTOR'S KNOWLEDGE.IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFlCADONS ANDS -- - THE TO WORKMANSHIP PROVISIONS OF NNE BUILDING CODE. MASONRY XXXXXX 1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES: 4. WERE SPECIAL INSPECTION REQUIREMENTS DUPUCATE NNE REQUIREMENTS Of OTHER SPECIFIED TESTING,DUPLICATE INSPECTIONS WALL DRANRJ: ICHE WIDE FLANGE SHAPES A992(FY-50 KSI) SHALL NOT BE REQUIRED. EQ. EQ. `a ALL CHANNELS,ANGLES,PLATES,ETC.(UNO) A36 EQ' EQ' MASONRY STRUCTURAL TUBE A500(Fy-46 KSI) 5. SPECIAL INSPECTIONS SHA L BE REQUIRED FOR THE FOLLOWING GENERAL AREAS. REFERENCE THE FOLLOMNG TABLE FOR MORE I WALL STEEL PIPE A5J F SS DETAILED INSPECTION REQUIREMENTS IN FAW AREA. 2"H"MIN. (y- KSI) A.INSPECTION OF FABRICATORS:PER IBC SECTION 1704.2. ANCHOR BOLTS A327 OR A36 B.STEEL CONSTRUCIION:PER JIM S:C11ON 1704.3. BOLTS A305 C.CONCRETE:PER IBC SECTOR 1704.4 AND IBC TABLE 1704.4. CONT.FOOTING O O CO WELDING ELECTRODES E70XX D.MASONRY CONSTRUCTION:PER IBC.SECTION 1704.5. w l� 2. ALL STRUCTURAL STEEL SHALL BEDETAILED,FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC CODE E.SOILS:PER IBC SECTION noa.7 MIDI THE RECOMMENDAnWS IN THE GE07ECHNICAL REPORT. - �, m OF STANDARD PRACTICE(1992),EXCEPT AS MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS ° o 0 3. THE STEEL STRUCTURE IS ANON-SELF-SUPPORTING STEEL FRAME AND IS DEPENDENT UPON DIAPHRAGM 8. STRUCTURAL OBSERVATION(AS DEFIED LM.CIIAPIEN 1AOF 7+.E BUILDING CODE)IS NOT REQUIRED,UNLESS SPECIFICALLY REWIRED CO F (TO ACTION OF THE METAL ROOF DECK AND ATTACHMENT TO THE MASONRY WALLS FOR STABWTY AND FOR BY THE BUILDING OFFICIAL. lI RESISTANCE TO WIND AND SEISMIC FORCES. PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR STABILITY AND a o o FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THESE ELEMENTS ARE COMPLETE AND ARE CAPABLE OF ° ° d 4 TYP. o PROVIDING THIS SUPPORT. --III- 3 1 2" 4. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS.CONNECTIONS SHOWN ON THE `4 XXX STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE ONLY INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS ° ° 1 1/2"TYP. BASE TO MATCH ° 1 1/2"TYP. PROFESSIONAL OF RECORD CONNECTED.CONNECTION DETAILS INDICATED ON THE DRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'S ° CONT.FOOTING CONNECTION DESIGN, SEE SPECIFICATIONS. ALL SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE ' CONT.FOOTING REINF. ° °0 4 ANCHOR BOLT FAB LT RICATOR'S ENGINEER WITH THE ENGINEER'S SEAL FOR THE STATE WHERE THE STRUCTURE IS LOCATED. 3= BASE PLATE 4 ANCHOR BOLT ENGINEER'S SEAL MAY BE QUALIFIED"FOR DESIGN OF CONNECTIONS ONLY.' 1 °° BASE PLATE FOIL WALL 5. SPLICING OF STEEL MEMBERS,UNLESS SHOWN ON THE DRAWINGS,IS PROHIBITED WITHOUT WRITTEN APPROVAL 2 MIN. °° ° P DRAWING TITLE: THE ARCHITECT. SEE PLAN 6, FABRICATION DRAWINGS FOR MISC.ROLLED STEEL SHALL BE SUBMITTED PER PROJECT MANUAL. - III NOTE:SEE COLUMN SCHEDULE FOR COLUMN BASE STRUCTURAL PLATE AND ANCHOR BOLT SIZES.SEE TYPICAL GENERAL INFORMATION COLUMN BASE DETAIL FOR ANCHOR BOLT LENGTHS. ry - 4 ANCHOR BOLT AND BASE PLATE•EXT.WALL TYPICAL DETAILS GENERAL NOTES 04 STEPPED FOOTING DETAIL 03 BASE PLATE DETAILS 01 c SOURCE:VER,1.2013 N.T.S. SOURCE:VER,1.2013 N.T.S. SOURCE:VER,1.2013 N.T.S. MASONRY REINFORCING SCHEDULE DO I LOCATION VERT.REINF BOND BEAM REINFORCING GROUTING N A X Z COLUMN LINES 1-6 (2)A4 O TOP OF WALL g a GRID LINE F: (2)�4 0 RDF LINE FULL(2)#4016 O.C. tb` Y.g COLUMN LINES 1-7 (2)$4 0 48'MAX SPACING 0 GRID LINE 1: (2)#4 0 TOP OF WALL ROOF UNE FULL W COLUMN LINES A-E (2)#4016 O.C. :,!•�7/•I!€ 88 F GRID UNE 6: (2)p4 0 TOP OWALL W a �° MAX SPACING Z COLUMN LINES A-C (2)#4016 O.C. (2)p4 0 ROOF LINE FULL o CI (2)pa o 46'MAx sPnclwc r GRID LINE 7: (2)p4 O TOP OF WALL Q V-o" A B C D E COLUMN UNES C-E (2)/4016 O.C. (2)p4 0 ROOF UNE FULL a (2)p4 0 48•MAX SPACING o 33'-s 2+'-s" z+'-o" z+'-o° M'-o° DESIGNER NOTE CHECKLIST 0 24'-4 9/16' 21'-7 5/8- •_q" 16•_q• GRID LINE C: (21 14 O TOP OF WALL i COLUMN LINES 6-7 (2)04016 O.C. (2)p4 O ROOF UNE FULL O 4 7/18" 2'-4 3/8" +-+° $ 2 4 O 48•MAX SPACING ,x a ¢g;€ F Y 64'_e.i I S3.1 1.LOCATE VERTICAL REINFORCING AT CORNERS,WITHIN 16 INCHES OF EACH SIDE OF a OPENINGS,WRHIN 8 INCHES OF EACH SIDE OF MASONRY CONTROL JOINTS AND WITHIN 8 Z _ Ox} _ TYP. INCHES OF THE ENDS OF WALLS. 1 X z¢ S 2.EXCEPT WHERE NOTED OTHERWISE,VERTICAL REINFORCING SHALL BE LOCATED AT THE 2 x CENTER OF THE CMU. L_ --- 53.1 3.All WALLS SHALL BE REINFORCED WITH HORIZONTAL JOINT REINFORCING AT 16'ON wJ CENTER. 3 O _ I 04 it r� 4,WHERE ROOF SLOPES,STEP BOND BEAM REINFORCING TO FOLLOW ROOF LINE. LAP BOND Ctyi TRUCK/ MPACTOR'SLAB S31 1 EPRESS SLAB F BEAM REINFORCING PER REINFORCED MASONRY NOTES ON S1.1. GF 0 I I k • 5.WALLS TO HAVE PARTIAL DROVING SHALE BE GROUTED AT ALL CELLS CONTAINING )` CONTROL JDI 12' CRETE ST M VERTICAL REINFORCING,ALL BOND BEAMS,ALL CELLS BELOW GRADE,ALL CELLS TO m 15 r 13 WALL RECEIVE ANCHOR BOLTS OR EMBEDDED PLATES, Z S3.1 03 AND ALL OTHER LOCATIONS NOTED ON THE DRAWINGS TO BE GROUTED SOUR. 3-a 666111 p S3.1 ' ' I 13 I •A N 2D-D° b I e CONCRETE 1 11 6.WALLS TO HAVE FULL GROUTING SHALL HAVE ALL CELLS GROUTED. 6 o FACE OF CONC. S3.1� -- f-- - ---I_9 �- WA I W N 11 3-6"x3-6x,z SLAB SCHEDULE g CONCREFE STEMg F W I 03 W ,•_p• FOOTING ALL LOCATION THICKNESS h REINF. SUBBASE W Z DEPRE65�TEM WPll INTERIOR SLAB ON GRADE 4•CONC.SLAB ON GRADE 4•GRANULAR SUBBASE W/15 MIL �� O R i T8�FOR S DOORWAYS SO 1 Q (4000 PSI MIN.) w/Bx6-W1.4 x W1.4 W.W.F. STEGO WRAP VAPOR BARRIER- BARRIER-SEE W 6 SLAB 'CONIC.SLAB ON GRADE ROME. ❑O i Typ \ 02 OD PACTORTRUCKSLAB TRASH w 4 4'GRANULAR SUBBASE Z- r � r+� r I Y s3.n Q I t // 0 18"o.c.E.W. DUMPSTER PAD Z Z L 4'CONC.SLAB ON GRADE ON 0 Q 02 •" L L ��. o SIDEWALK 4•GRANULAR SUBBASE (�2 \ W 6x6-W1.4 x W1.4 W.W.F. U) ui O0 53.11 i CONTROL OINfS _ _._ I- 'MAXIMUM VARIANCE FOR ENTIRE INTERIOR SLAB IF.FINISHED FLOOR TO BE 4 1/2'_ ++ E ZINIIR Z iGRADqR 6AB ON i FOOTING SCHEDULE Z W 0 R w I MK. SIZE REINF. 0 F i F1 6'-U"x 8'-0•x 12• (7)/5 EQ.SPACED E.W.BOTTOM 0)41 O O LL LL I F2 6'-0•x 9'-0"x 16• #5 0 12'o.c.E.W.BOTTOM 0 Q Q W r r r I F3 S-6'x 3'-6'x 12" p5 O 9'c.c.E.W.BOTTOM c a I^ - - I^- -' F4 6-2'x 6'-2'x 12" SEE DETAIL 7 3.1 _ II L -A„ L L FS 4'-6'x 4'-6"x 12" SEE DETAIL 7 3.11 a Z J Y v F6 3-6 x S-6"x 12" (2 5 EQ.SPACED E.W. Z 0 J N d I LL I 1 I I I c I- � LL N 0 II' I Z z III 1 11[a E U F- I I I I I I a . H oQ • I L� I oV o .. 5PE L L ^, L ^, - F N�wM m a^mN o> 03 TOD �• 2 iiy:�'wzDoCaoo 03 53.11 1+ OD aomz 53.11 I eWeo 1FNLN m a o z o 0 WN>• BBB I T0"MT� A LD��110N - - -� - - ! - 2gy j53.1 L L �� L DATE THICKEN SUB CENTERED ON MEZZ. - I _1 __ _ _ I Prototype Ver.1.2013 10/15113 BEARING WALLS, "-SEE TYPICAL DETAIL 14/S3.1 -t ' PERMIT SEE ARCH.FOR EXACT LOCATION OF ) I WALLS m I I BID IXX/X As, XIXXIXX NOTE: SEE ARCH,DRAWINGS FOR I I I i 1 s s a FRAMING OF MEZZANINE. EPKSS STEM e'FOR tSLAB ooR ?WAYS I z- - I --- ------- L J J L-J - --� _1 ------ -I 07 08 -t--- ------- 38'-0"DEPRESS STEM WALL 16"FOR SIAB OVER 0 FRONT DOOR LOCATIONS TYP. - ,� S3.11 J J c' I o 05 1. SEE SHEET S1.1 FOR GENERAL NOTES AND TYPICAL DETAILS. 10 r -- --, 10 07 07 t0 10 1 - _ I -- --- �- - - - --L- - L-.--- -J - - .LLA - __ 3.1 2.Ali ELEVATIONS SHOWN ARE REFERENCED FROM AN ASSUMED FINISH FLOOR ELEVATION OF 100'-0•. :. S3.11 Sa11 53.11 S3.11 S'11 - 53.11 - - 25'-4° 38'-0' 14'-8"- 21'-10 1/' S'-8"VERIFY �" SEE SITE PLAN FOR ACTUAL FINISH FLOOR ELEVATION. 1YP OF 2 t 4 08 0 12 06 �N I m -r 05 n I� 3'4° Q� W/ARCH, 3. TOP OF FOOTING ELEVATIONS AND BOTTOM OF FOOTING ELEVATIONS SMALL BE DETERMINED BY THE 531 $3.11 Qo $3,1 QS' $3.1 �' •11 _ Eh y,.,4T� A o8 09 12 1�` r a 05 061 1,e L 2 CONTRACTOR TO CONFORM TO THE CRITERIA LISTED BELOW. STEP FOOTINGS WHERE REQUIRED BY SITE D 2"1z"PIER r-- r-- l / 0 7 _ 1 5311 r .11 S. - J_ _ /" CONDITIONS(SEE-TYPICAL STEPPED FOOTING DETAIL'1. Lx 76"xl2"PIER 1fi°xl2"PIER ' 16"x I2"PIER 16°x12"PIER 16 x12"PIER _ _ _ _ $3,11 $3.1 --- -------L L-- --- 911BB �_ L-- -J L -----J L----- -� ARCH.PROJECTS CEO PR JECT# i - - - - -. ---- - - - -- - - - - - - J TV.• THE OP OF EXTERIOR FOOTINGS SHALL BE NO NIGHER THAN HE FOLLOWING: "."•::7'':::.'.:T> ,`'.:•.' •'.:.. "..'..'.. _ CURB � 'A TOP MUM OF 8'BELOW FINISH FLOOR XXXXXX W I I ::^J 4. O7 I I C A MINIMUM OF 6 BELOW LOWEST EXTERIOR GRADE COORDINATE WITH SITE GRADING PLAN 6• =a t'-8'-- TYP.OF 4 ( ) CHECKED 23'-10 14'-9 7/8' 1V-9 1/2" 12'-4 5/8" 19'_2• 6J $3. - L 'AT DEPTH REQUIRED TO AVOID INTERFERENCE WITH ANY OTHER CONSTRUCTION(PIPES,CONDUITS, _ t _ _ EfC.)SEE-TYPICAL PIPE AT FOUNDATION DETAIL' 07 v - r - •AS REQUIRED TO PLACE THE BOTTOM OF FOOTING A MINIMUM DEPTH BELOW FINAL EXTERIOR GRADE silA - 05 A.7 B.3 B.7 C.2 S3.1 D_ _ FOR FROST PROTECTION.(SEE GENERAL NOTES) TYP.OF 4 17'-1' 15'-2"I 14'-6 3/8' 11'-9 1/2" 12'-4 s/8" IS'-2'I 74'-0" 2W-11 5. LOCATE TOP OF INTERIOR FOOTINGS B'BELOW FINISH FLOOR UNLESS NOTED OTHERWISE.WHERE PILASTERS ARE USED TO SUPPORT COLUMNS,LOCATE TOP OF PILASTER 8-BELOW FINISH FLOOR g 0,7 ;>i`' 1 �� 0.7 UNLESS NOTED OTHERWISE - _ _-_-_-_-_-_-_ ;}5".I A A.1 A.6 A.7 A.8 B.3 B.7 C.2 C.4 D D.2 b 6. P11 FOOTINGS SHALL BEAR AT DEPTH NECESSARY TO ACHIEVE THE ALLOWABLE BEARING PRESSURE(AS '� - - r I '2• 'I TA DETERMINED BY THE GEOTECHICAL ENGINEER)AND FOR EXTERIOR FOOTINGS,AS REQUIRED TO PLACE Q/ ...I THE BOTTOM OF FOOTING A MINIMUM DEPTH BELOW FINAL EXTERIOR GRADE FOR FROST PROTECTION. FOOTING THICKNESS SHOWN ARE THE MINIMUM THICKNESS OF FOOTING REQUIRED.FOOTINGS MAY BE 2'-3'2'-11 2-3 2'11 2'-11"2'-3 2'-11 J2'-3 THICKENED WHERE REQUIRED. XXX PROFESSIONAL OF RECORD (N I N 7. WHERE FOOTINGS ARE TO BEAR IN CLOSE PROXIMITY TO EXISTING OR PROPOSED FOOTINGS FOR A.1 A.6 _ C.4 D.Z ADJACENT CONSTRUCTION,COORDINATE WITH ADJACENT CONSTRUCTION SO THAT ALL FOOTINGS BEAR AT THE SAME ELEVATION. ADVISE PROFESSIONAL OF RECORD WHERE BEARING ELEVATION OF ADJACENT 5'-2" IV-11" 5'-2" 43'-6" 5'-2" 11'-11" 5'-2" CONSTRUCTION DOES NOT PERMIT COMPLMNCE WITH THE SIZES AND DETAILS SHOWN,OR WHEN THE REQUIRED ALLOWABLE BEARING PRESSURE CAN NOT BE ACHIEVED(AS DETERMINED BY THE VERITY W/ VERIFY W/ VERIFY W/ VERIFY W/ GEOTECHNICAL ENGINEER). DRAWING TITLE: ARCHITECT ARCHITECT ARCHITECT ARCHITECT - 8.SEE PUN FOR CONSTRUCTION AND CONTROL JOINT LOCATIONS.PROVIDE CONTROL JOINTS AT A VJ E FOUNDATION MAXIMUM SPACING OF 15'-0'AND A MINIMUM SPACING OF 10'-0',TYPICAL U.N.O. PLAN ENLARGED PLAN @ ENTRY 03 S FODATION PLAN 02 PLAN NOTES&SCHEDULES 01 ,S2.1 o SOURCE:VER.1.2013 118"=1'-U" UN SOURCE:VER.1.2013 1/16"=1'-0" SOURCE:VER.1.2013 N.T.S. - STEEL LINTEL SCHEDULE N 12'BLOCK OR B s T CLEAR SPAN g'BLOCK&4"BRICK B"BLOCK 6'-4'OR LESS (3)L3 1/20 1/2x1/4 (2)L3 1/20 1/2z1/4bD`< "$r y OVER 6'-4'TO IV-4' WBz10 W/llx1/4 PLATE WBx10 W/7xl/4 PLATE W°V p - OVER 10'-4"TO 12'-4' W803 W/llxl/4 PLATE W8x10 W/70/4 PLATE w - OVER 12'-4"TO 14'-4" W8x21 W/llxl/4 PLATE W803 W/7xl/4 PLATE VJ 9 F LINTEL NOTES: Z 1.UNTEL SIZES SHOWN ARE DESIGNED TO SUPPORT MASONRY WALL ONLY l9 ASSUMING ARCHING ACTION(AT 45 DEGREES)WITHWT SUPERIMPOSED c 0 FLOOR OR ROOF LOADS = �U 2.UNTELS SHALL BE SHORED DURING CONSTRUCTION UNTIL THE MASONRY ry e qq Q HAS ATTAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT(24 p o HOURS MINIMUM). DESIGNER NOTE CHECKLIST 3.UNTEL SIZES SHOWN APPLY WHERE LINTEL SIZES ARE NOT OTHERWISE Y I SHOWN ON THE DRAWINGS 0 4.WHERE W8 BEAMS WITH PLATES ARE USED,PLATE SHALL BE CENTERED ON m < g€ BEAM AND SHALL EXTEND FULL LENGTH OF BEAM.WELD PLATE TO BEAM p w A 6 C D E WITH 3/16"FILLET WELDS 1 1/2"LONG SPACED AT 12"O.C.EACH SIDE. k' a kJ a u R2 _ 5.SEE"TYPI LINTEL BEARING'DETAIL(07/Si.t)FOR END BEARING AND i a is I- 33'-3' 24'-9" 24'-0" 24'-0" WALL ANCHORS RS. 0 6.ANGLE LINTELS WHICH OCCUR IN EXTERIOR WALLS SHALL BE GALVANIZED. 1 X Z WHERE W8 BEAMS'WITH PLATES ARE USED PLATES SHALL BE GALVANIZED. 0 I 3 X X COLUMN SCHEDULE _ O 01 MI SIZE BASE PLATE ANCHOR BOLTS I g 0 - I S3.2 C1 HSS 6 z 6 x 3/87 12"x 12"x 1" 0 4 -7 8 x12-1 2" 3 I I C2 HSS 7 x 4 x 1/2" 9'x 12'x V (4)-7/8'xi6"4 1/2"LEGff )x a COPE EDGE CHORIZONTAL M C3 HSS 6 x 6 x 3 r 10"x 10"x 1'(OFFSET) (4)-7/8'xl2-1/2' TRUSS BEARING Z REQUIRED : 7 --- -ELr=yp1•_t a C4 H55 4 x 4 x 3 16° 12"x 12"z 1" (4)-7 8'x12-1 2" r� 0 i j C5 HSS 5 x 5 x 3/8' 10"x 12"z 1" _ dY 0 1 -- - - - C6 HIS 6 x 6 x 3/8" 10"x 12"x 1" (4)-7 8°x12-1/2" 0rrQm w I C7 TBD TBD (a)-TBD tlto E PLATE(A36 STEEL) "x4"x61¢""PLATE > 02 14K3 0 4.B FT. 14K3 0 4.g7 FT.I�'is'xi"HOLES WITH SLOT LENGTH ° 02 O1 S4. NOTE:SEE SHEET S1.1 FOR TYP.COLUMN BASE DETAIL1-w W 12X26 BEAM AL S4. 53.2 ING 0� � i� eTRU U U 9K 26G5N9K E70XX ELECTRODES I 18K3 0 6.72 FT.r 12 Fl " I I 18K3 O 4.87 FT. Y Q p Q' 'i I 18K3 O 4.95 FT. 18K3 0 4.8 FT. 0 Of 00 ! I ITS U F _ 32GSN12K i 32GSN9K 32GSN9K �32G5N9K I TRUSS BEARING 0 0 x NOTE: CLASS A FAYING SURFACES(UNCOATED 3 6 - - - - EL.=122'-2 If U CLEAN MILL SCALE STEEL)FULL PRETENSIONING OF 03 02 I I 15Oo L S ' I T 15pR 0 B 4) Z W w w BOLTS REQ'D. 5 FitOM DING PS 54.2 53.2 I 6EA.CORNER - OEIA.COfiNER� Osl F UL, F t REPC'R NEI.BRP fv Nao I ' a Y O LL PGONOtEO�Ftla�� I ( I ( I o0 w Q CO .NRN\NC`OppS. °; I 18K9 O 6.72 FT. 18K9 O 4.95 FT. 18K9 O 4.8 FT. 18K9 0 4.87 FT. C � aQ J; O 5E\SN O Z Is 6 y a S3.2 77 02 03 \ U z 0 Q 84�dA q Z w a COPE EDGE AS W 12X26 BEAM - __ I 36c.12K 36G5N12K I _ _ 36G5IV12K TRUSS BEAR c18'a�M\Nl p�j p Q z_ F REQUIRED 4 TFS�RE t5 s EL=122-11 VLy" E\qiS EN pN1Nf oc U U I N PC MEP' m a c m I T T 10� I �SSRUO'NB(N\.l PT O pZ "A'f O SINGLE SIDE PLATE A36 STEEL I S3 U Q 1 ( )T/6"x4„x „"PLATE ' OF Rom` a WITH SSLT X6"xi"HOLES WITH SLOT LENGTH • 18K9 O 6.72 FT. 18K9 0 4.95 FT: i8K9 O 4.8 FT. i8K9 O 4.87 FT. 5\GN 0`N p v W 12X26 BEAM O HORIZONTAL I O6 NP•1E DE C„1p PUNT S3.2 CO f PGE' C0 z Gi ENG\NENRE g0�VtGNO NX CPC ¢o w rn 5(RUC piJ1R pLfAr� Q m C, o 0 0 FOR R•NRE\N al olI wzc02 _ 4, E70XX ELECTRODES I I �p�N OR P� m H Go Z I/ _44G5N15K_ 44GSN12K _-414-GSN1�2X IF'_ 44GSN12K TRUSS BEARING ¢m �aO 1Yz"L 3 _ _ i 7 \ I I EL.:123-7 4" m a o O NOTE: CLASS A PAYING SURFACES(UNCOATED I RTU,112 1. SEE SHEET S1.1 FOR GENERAL NOTES AND TYPICAL DETAILS. m 0 CLEAN MILL SCALE STEEL)FULL PRETENSIONING OF I OFA.CO NER I ( A. L's 2. TOP OF STEEL(T.O.S.)EQUALS TOP OF STEEL JOISTS/UNDERSIDE OF METAL DECK.BEAMS AND JOIST /-fl BOLTS REQ'D. - 1 I 1 + I GIRDERS RERFERENCED+/-FROM TOP OF STEEL. I, 3. METAL ROOF DECK SHALL BE 20 GAGE,36"WIDE,1 1/2-DEEP,WIDE RIB ROOF DECK AND SHALL BE 18K9 0 6.72 FT. 18K9 O 4.95 FT. i lBK9 O 4.B FL 18K9 0 4.87 FT. CONNECTED TO FRAMING MEMBERS AS FOLLOWS:(DIAPHRAGM SHEAR=503 PLF) i ) j A.TO ALL TRANSVERSE SUPPORTS,5/8'DIA.PUDDLE WELDS,IN EVERY VALLEY. DISTRIsunorv. oAT 1 ( B.TO ALL SUPPORTS PARALLEL To FLUTES,5/8"DIA.PUDDLE WELDS,0 6"O.C. Prototype Ver.1.2013 10/1e,5/13 . I I C.SIDE SEAMS,/10 SCREWS(BUILDEX),3 PER SPAN. PERMIT XXI xX 44G5N_21K 44_GSN15K 44C5N15K ,_ _ 44G5N15K TRUSS BEARING EL.=124-4 BID XXIX I I 4. STEEL JOISTS IDENTIFIED ON PLAN AS'SP'SHALL BE DESIGNED FOR THE UNIFORM LOAD CAPACITY (AS SPECIFIED IN THE SJI STANDARD LOAD TABLES)IN ADDITION TO THE CONCENTRATED LOADS p XXI � 11 SHOWN ON THE PLAN. STEEL JOIST GIRDERS IDENTIFIED ON PLAN AS"Sp. SHALL BE DESIGNED FOR I ( 26K12 0 6J2 FL !26K12 O 4.95�T. OEAP� ER ( THE UNIFORM PANEL POINT LOADS SHOWN ON THE DRAWINGS IN ADDMON TO THE CONCENTRATED W BEAM I 1 ( LOADS SHOWN ON PLAN. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT,DUCT WORK,PIPES,CEILINGS, ��ROOF HATC FIXTURES,ETC.THAT ARE TO BE SUPPORTED OR HUNG FROM THE STEEL JOIST SHALL BE FRAMED SECTION WITH AUXILIARY FRAMING TO THE PANEL PANTS OF THE JgST SEE TYPICAL JgST LOAD STRUT I 26K12 0 18 FT ROOF OPENING ( .. .I ( DETAIL). METHODS OF FRAMING THAT INDUCE BENDING TO THE MSTCHORD OR WEB MEMBERS WILL FRAMING - 26K12 O 4.87 FT. NOT BE PERMITTED.COORDINATE BRIDGING LOCATIONS SO AS NOT TO INTERFERE WITH ANY MECHANICAL EWIPMENT. I RLN� I 01 5. STEEL JOIST CAMBER SHALL BE PROVIDED AND SHALL CONFORM TO SECTION 4.7 OF THE SA �"DIA.A325 BOLTS,NUTS i B60 LBS V S4. SPECIFICATIONS STEEL JOIST GIRDER CAMBER SHALL CONFORM TO THE SA SPECIFICATIONS. AND WASHERS TYP. - 1.3EB�- I- I ®� � 11 BEAM POC411, D An LOADS UNBALASTED MEMBRANE g INSULATION = 30 PSF S1 Ic, I 40 1LENC7H il �5W18k3115ry�x40 METAL DECK = 2.0 PSF f LTGTH131'-6"LENGTHJOISTS 3.0 PSF lam- GIRDERS = 2.0 PSF ARCH PROJECT# BBB PROJECT# ___ J 12K1 0 - .5 T. EL.=125'-4" MECH./ELEQ./FIRE PROT. = ED PSF XXXXXX HSS COLUMN(BELOW) 45IFT. AM POCKETC=olll „ °° - _ WI2x26 WI2z26OS TOTAL DEAD LOAD =15.0 PSF 12 4.5 FT.I. HSS COL O 0 �rS3. - ------ ----- 18'+/-LON DVE LOADS 0.7 8'+/-LONG _ ,11"x6'x�"A36 STEEL TOP PLATE GA METAL DECK/JOISTS _PSF ° O.6 JOIST GIRDERS/BEAMS/COLUMNS/FOOTINGS (4)%"DIA.HOLES FOR�"A325 11 5/B CENTERLINE OF COL 13 3 TRIBUTARY AREA 0 TO 200 SQ.FT. -PSF BOLTS TYP. TO END OF BEAM AS PER 13 11 5/8"CENTERUNd OF COL. TRIBUTARY AREA 2D1 TO 600 SQ.FT. -PSF ARCHITECTURAL S3' S •2 S3. I TO END OF BEAM S PER TRIBUTARY AREA OVER 600 SQ.FT. -_PSF ARCHITECTURI L UPLIFT DUE TO WIND GROSS UPLIFT 17'_i^ _21 14'-6 3/8" 11'-9 1/2'1 12'-4 5/8" '_2 iq•_O^ l-3'-1" I METAL DECK/JOISTS -PSF JOIST GIRDERS/BEAMS/COLUMNS/FOOTINGS -PSF NET UPUFT JOISTS =-PSF XXX JOISTS GIRDERS = PSF PROFESSIONAL OF RECORD N TOP PLATE A A.1 A.6 A.7 A.8 B,3 B.7 C.2 C.4 D D.2 6. REFER TO ARCHITECTURAL FOR MEZZANINE FRAMING PLANS. 7. VERIFY ALL LOADS,LOCATIONS,CURB SIZES AND OPENING SIZES WITH MECHANICAL CONTRACTOR PRIOR TO FABRICATION.SEE TYPICAL RTU SUPPORT ON S3.2 FOR FRAMING. NOTE: DRAWNG TITLE: INSTALL L 1x%4 HORIZONTAL BRIDGING REQUIRED AT QUARTER ROOF POINTS ALONG ROOF JOISTS.DO NOT WELD BRIDGING TO JOIST FRAMING MEMBERS. ATTACH TO MASONRY WALLS AS PER MANUFACTURERS SPECIFICA TONS. DO NOT HANG ANY MECHANICAL,ELECTRICAL,ETC PLAN FROM BRIDGING. <V BEAM CONNECTION DETAILS a@ COVERED ENTRY 03 ROOF/FRAMING PLAN 02 PLAN NOTES&SCHEDULES 01 S2.2 0 SOURCE:VER.1.2013 111/2"=TI SOURCE:VER.1.2013 1/16=1'-0" SOURCE:VER.1.2013 N.T.S. U 3Rp CO EXTERIOR OF CURB PLEAN &8'CMU(B D)- �6 - EXTERIOR FACE 0 4"6 0 , . VENEER(BEYOND) CURB ATCH INTERIOR FAC STOREFRONT W 1/2'CHAMFER C.CURB W/85 CONT.W i9i9i9 W 1/2"PREMOLDED E FILLE PLAN FOR LOCATION 8 _ R ffi F /5 CONT.3'OUR. Z EXTERIOR SLAB SLAB ON GRADE . ON GRADE W -SEE SLAB SCHEDULE 6" 'p e SLAB ON GRADE SS� G THERMOPLASTIC WLCANIZATE REINF.-SEE SLAB DESIGNER NOTE CHECKLIST DUMBELL WATERSTOP B5 DOWEL 0 24"O.C. SCHEDULE ON SHT S2.1 �+ 0 CONTINUOUS,OR EQUAL g OUT ALL CELLS&VOID c3� 4'CMU SOLID BELOW FINISH FLOOR W 8"CMU v T PLAN Z 0 j N5 DO 024'O.C. 6" 84 CONT.TOP&BOT. 0 (2)M5 CONT. 0 ��g SECTION STOREFRONT 1 CURB @ EDGE OF SLAB DETAIL 16 € N SOURCE:VER.1.2013 112"=14 SOURCE:VER.1.2013 1/2"=V-0" Z f f O CO 0 F W SEE EXTERIOR OF B" SEE g U B"CMU EXTERIOR ARCH. CMU(IOR PLAN W Z BUILDING WALL I OR FACE OF FL 4 ST ONT EXTERIOR FACE 0 0 W coN RB-SEE 17/S3.1 VENEER(BEYOND)- _ U SLAB ON GRADE ARE ARCH. ONT 4"IMIN F DD'L INFO. WHERE OCCURS (h 0Z W -SEE SCHEDULE J G SLAB ON GRADE 1/2'PREMOLDED SEE DETAIL 2 AND 11 ON 1/2"PREMOLDED C FINISH FLOOR 3.1 FOR ADD'L INFO. N}Z REINF.-SEE SLAB SLAB ON GRADE FILLERFILLER 85 CONT.3"CUR, -Y Q GZ 4 SCHEDULE ON SHEET S2.1 EL.--100-0-0 EXTERIOR SLAB SLAB ON GRADE EXTERIOR SLAB SLAB ON GRADE U) W W.W.F. ON GRADE -SEE SLAB SCHEDULE ON GRADE -SEE SLAB SCHEDULE -✓ F FOUNDATION WALL 'CONCRETE TRUCK/COMPACTOR •� o" O 0 2 n SLAB NOTE: F SEE SECTION 3/S3.1 FOR FRONT WALL 85 DOWEL 0 24'O.C. N Z W BALANCE OF INFORMAtION GROUT ALL CELLS&VOID L- W W 7#4CDNT• (2)85 CONT. CUT 8"CMU TO FIT- 4"CMU SOLID BELOW FINISH FLOOR 0 F GROUT SIXJD TILE SEE PLAN 9"CMU T PLAN % o O T SEE PLAN J Q Q a W 0 .. p; 85 0 32"O.C. CL a S C ^� J J SEES ULE FOR FOOTING 85 DO O 24"O.C. 0 MEZ =Dr, C ICONC.BUILDING :SEE PLAN SIZE& (2 CONT. 2-Q Z Q Q W 2'-0` WALL FOOTING-SEE C U >- LL D)0 SECTION 1/S3.1 FOR LU Z Z D SECTION @ DOCK WALL BE OF INFO 13 SECTION @ FRONT ENTRY COLUMN 1 SECTION @ FRONT ENTRY 1 00 a Q TYPICAL EDGE OF SLAB DETAIL 15 TYPICAL THICKEN SLAB DETAIL 14 v ZO SOURCE:VER.1.2013 112"=1'4. SOURCE:VER.1.2013 1l2"=V-0" _ SOURCE:VER.1.2013 1l2"=1'-0" SOURCE:VER.1,2013 1/2" 1-O"N SOURCE:VER.1.2013 1/2'=1'-01, __ 06 w ov SEE SEE 1 L STUD FRAMING ARCH. PLAN Or U¢0 ro n - CH. Q Q wm� nDoN SEE SEE 8"CMU p o 0 0 PLAN PLAN BRICK R yv� - METAL STUD -SEE ARC. 'W'I W Z Dmp w FRAMING TYP. 1 I I a Do ,O: -SEE ARCH. TOP OF 6'CMU RICK <CC�Z,.-,� EL.-COORD.W RY WALL REINF. m o p o DO DO i/2•PREMOLDED BRICK VENEER TYP. EE SCHEDULE ON SHEET S2.1 Q m O s FILLER 0 SLAB -SEE ARCH. HORIZ.JT.REINF I I I co GSLAB RADE R FIN. O 16'O.C. FILL S PREMOLDED SLAB ON GRADE CO FILLER O SLAB -SEE SLAB SCHEDULE 44 ° SLAB OR FIN.GRADE COL S 0 12"O.C.EACH TYP. — — — — — 85 DI6IRIBUTION: DATE: PLAN i WAY TOP&BOT. OPTIONAL COLD JOINT 85 O 46"O.C. 85 DWtS.O 48°O.C.WHERE CONIC.PILASTER B"CMU "H'IS GREATER THAN 2'-0' Prototype Vet 1.2013 10/15/13 T/F SEE PLAN 4"CMU PERMIT X/XX/X SEE —GROUT ALL CELLS&VOID BID XIXX/X PLAN j 85 DOWEL O 24" SOLID BELOW FINISH BOOR B"CMU EXTERIOR O.C.EA.FACE 84 DOWEL T/F SEEP X/XX/ BUILDING WALL 0 48"O.C. - I SPREAD FOOTING b ( CONT. MASONRY WALL REINF. -SEE PLAN PREFABRICATED PAN TYPE K -SEE SCHEDULE ON E%TR.CMU WALL/JAMB DOCK LEVELER SHEET 52.1 EQ. EQ. 1'-0" /4 OWLS.TO CH VERT. BEYOND -SEE ARCH. I SEE SCHEDULE ALTERNATE HKS. 85 DOWEL TO MATCH 2'-4" [440/4"(GALV.)W/1/2'0 I VERT.CMU WALL REINF. BTUD 0 EDGES) SLAB ON GRADE AND o za O.C. (TY SECTION @ EXTERIOR PILASTER 07 SECTION @ BRICK WAINSCOAT 0 P -SEE SCHEDULE FINISH 100-0 FLOOR GRADE FINISH FLOOR SOURCE:VER.1,2013 112"=1'-0" SOURCE:VER.1.2013 1/2"=V-0" EL.- �_ EL.-1-W-0-0 - ----.. a 2'-0' 1/2"EXPANSION FILLER €y 85 DOWEL TO1�� CO CO c5 SLOPE MATCH VERT. ✓:• CONC.RETAINING WALL �' COORDINATE DRAIN SIZE \_7 �—84-F0 i6'O.C. °' B•CONCRETE 8"CM SEE aRce.vaoaecia vaaecTr " FOUNDATION WALL SEE BRIG NEER PLAN 85 0 12"O.C.E.W. PLAN 0 FRO ALL XXXXXX 6 &DETAILS W/COVER MASONRY WA EINF. -SEE AR REQUIREMENTS 1/2•EXPANSION -SEE SCHEDUL HORIZ.JT.RE 16"O.C. SEE CH. Q Q ! 2° M SHEET S2.1 I B"GMG CHECNED: - 85 DOWEL TO ATERIAL HORIZ.JT.REI TRUCK SLAB 6" 84 0 16"O.C.TOP&SOT.,EW MATOH VERT. N5 0 12'O.C.E.W. TYP.C ASE PROVIDE 3" 0 18.O.C. -SEE SCHEDULE - a TRUCK/COMPACTOR 85 DOWELS TO MATCH VERT.BARS CON7 CO`O. SLAB BRICK VENEER MIN. ROVER BASE PALTE NRY WALL REINF. RETAININ WALI. ' O fRONT WALL 1/2"PREMOLDED ' EE SCHEDULE ON SHEET$2.1 FOOTINb ---' M5 DOWEL TO -SEE ARCH. FILLER 0 SLAB SLAB ON GRADE 12•CONIC.WALL MATCH VERT. LAB ON GRADE -SEE SLAB SCHEDULE (3)85 1/2"PREMOLDED -SEE SLAB SCHEDULE 2'-0° 4-84 CONT. 85 0 12"E.W.,E.F. CONT.TOP FILLER 0 SLAB SLAB OR FIN. T SEE PLAN T F SEE PLAN GRADE 85 DOWELS TO MATCH VERT.BARS GRADDE R FIN. } _—f T" — — -— — G in 84 0 12'O.C. g I I 85 DWLS.0 48'O.C.WHERE"H"IS g5 0 32' WOO"GONG,PILASTER REINF.W/(4) GREATER THAN 2'-0' T�F0003 — f EL,•SEE pl.p I (1)85 CONT.BTM. 2'-0" CONT.CONIC.BUILDING 85 VERT.,&84 TIES 0 8"D.C. GROUT ALL CELLS&VOID 2'-4" 8" 6" WALL FOOTING-SEE 4"CMU SOLID BELOW GRADE XXX SECTION 1/63.1 FOR O FRONT WALL T/F SEE PLAN 8"CMU BALANCE OF INFO CUT B•CMU TO FIT O FRONT WALL PROFESSIDNAL OF RECORD eV-0" 8" (3)#5 CONT. GROUT ALL CELLS&VOID T SE N SOLID BELOW GRADE RUN CONT.BARS THRU SEE SC LE FOR FO0TINC #4 S.TO MATCH VERT. SPREAD FOOTING SIZE&RTE HKS. DaaxFNa TITLE: (z)A T. 6" FOUNDATION 2'-0' DETAILS SECTION LOADING DOCK 04 SECTION @ RETAINING WALL FDN. 03 SECTION @ PERIMETER COLUMN FDN. 0 SECTION @ EXTERIOR WALL FDN. 0 v*S' ',>l 0 SOURCE:VER.1.2013 1/2"=1'-0" SOURCE,VER.1.2013 ill"=1'-0" SOURCE:VER.1.2013 1/2"=1'-0" SOURCE:VER.12013 ill"=1'-0" (6 N > 8 N z z � x a DESIGNER NOTE CHECKLIST W $ is 0 o 0 a a k z 0 N 2: rrp SS A E gm I- FW W Z � It 0. 0� ON Ak co �O C Da SEQ rp ) W zF U of — _ O F (7 3 U) Fz L z W o � Q >Z 1 1 1 0 Z N } ¢ J J EXTERIOR FACE OF EXTERIOR FACE OF C - Q f EXTERIOR FACE OF LL VENEER(8E OND}- U N 0 VENEER(BEYOND)- -- CURB TO MATCH INTERIOR WHERE OCCURS---- VENEER(BEYOND)- 8°CMU SOLID GROUT O ZQ Z 0 a WHERE OCCURS FACE OF STOREFRONT WHERE OCCURS ALL CELLS O F CONC.CURB W/p5 CONT.- EXTERIOR FINISH U 0 / SEE PLAN FOR LOCATION. 2'-0" SEE ARCHITECTURAL O 1/2"PREMOLDED 2'-0" 1/2"PREMOLDEO 2 4 0 16"o.c.24'LAP 0 SPLICES. m a e THERMOPLASTIC TJ CANIZATE - 1 2 PREMOLDED 2 IN BOND BEAM HSS COLUMNS FlLLER--— /" O p4 F Vl FILLER r 0 MBELL WATERSTOP p5 CONT.3"CLR. E%TERIOR SLAB. p5 CONT.3"CUR. FILLER H9S COLUMNS O 48"MAX SPACING E%TERIOR SLAB CONTINUOUS,OR EQUAL EXTERIOR SLAB T.O.CONIC. 0 z ON GRADE ON GRADE �100'-8' CONCRETE SLAB v U X Q ON GRADE — — • F.F.ELEV- F.F.ELEV- y` _F.F.ELEV. FF ELEV F.F.ELE_ Jx V �— —,—'—� ' ° 100'-U V• — •• (° 100'-0"V Y p 1oo'-0' v CONT. Z Oi T/STEAD' h T/S�EMm .�' (3)N4 C U DO om0 0, 99-4 Y SLAB ON GRADE —— — 99-4"� W�+¢O m N SEE DETAIL 5/53.11 SLAB ON GRADE SLAB ON GRADE b -SEE SLAB SCHEDULE SLAB ON GRADE FOR MORE INFO. -SEE SLAB SCHEDULE -SEE SLAB SCHEDULE b a ° (3)ADDITIONAL p4 'I' N5 O 16°o.°• L m O p o 0 i •I p5 DOWEL 0 24'O.C. p5 DOWEL 0 24'O.C. -SEE SLAB SCHEDULE I• e" 9'{'DIA ANCHOR BOLTS Y DIA ANCHOR BOLTS m ¢m co xo a p4 0 i6°o.c.24"LENGTH ¢O-J 0!R is a p4.0 18"o.e.24°LENGTH .I b p4 0 18°o,e,32"LENGTH m O o O m a0 .I a�rJzoo N CONT, '(2)N4 CONT, ° 1,_6. 6. 5 1'-11"VERIFY (2)p4 CONT. W m (2)p4 CONT. ! ! p5 O 4 EA.SPACES 8' 8" (2)N4 CONT. p5 O 4 EA.SPACES w/ARCH. TO EXTEND THRU 2'-2° 2'-4" EA.WAY BOTTOM e„ 1'-2' 8" V-2" E 8' COL FOOYC MAT TO %1END THRU 2'-2° 2'-4" EA.WAY BOTTOM 4'-6" 2'-8" 2'-6" COL.FOOYG MAT 3'-0' ONTE: Prototype Ver.1.2013 10/15/13 PERMIT X/XX/X SECTION @PERIMETER COL. 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GRADE a r g VARI� ES ---- z z CONC.SLAB W/04 AT < 18"O.C.EACH WAY ti n 0 } y O6 ZI 02 o XXX N O PROFESSIONAL OF RECORD i ORAMNG TITLE: i 04 13 STRUCTURAL WALL SECTIONS TYP.WALL SECTION @ FRONT 04 P WAL=_,SECTION @ SIDE WALLS 03 WALL SECTION @ REAR WALL 02 WALL SECTION @ LOW PILASTER =0-1 S4.2 0 SOURCE:VER.1.2C'!3�'21,=1'-0" SOURCE:VER.1.2013 1/2"=V-0" SOURCE:VER.1.2013 112"=V-0" SOURCE:VER.1.2013 1/2"=1'-0" I >z C?0 � a� �a d o �o W V PLUMBING FIXTURE SCHEDULE 0 NO, FIXTURE REFERI IR MFR. TYPE AND PIPE SIZES REMARKS z A SHEET A3.3 MODEL NO. TRAP WASTE VENT CW HW Q P1 WATER HUGHES - BBB-321B-COMP - 4" 2" 1-1/2" - 1.6 GPF BISCUIT COLOR WALL MOUNTED FIXTURE WITH SINGLE SEWER LOAD SUMMARY ? p W CLOSET SUPPLY INC CARRIER#BB81OO OR DOUBLE CARRIER//BBB101.INCLUDES: DFU 21.5 DESIGNER NOTE CHECKLIST 10W5 F p FLUSH VALVE AND OPEN FRONT SEAT. Y C P2 URINAL HUGHES - BBB-654B-COMP - 2" 1-1/2" 1" - 1.0 GPF,BISCUIT COLOR,WALL MOUNT FIXTURE.INCLUDES: 6i m P O SUPPLY INC FLUSH VALVE AND CARRIER. < W - a aRtt�e = P3 LAVATOR HUGHES - BBB-7018-COMP 1-1/4X 1-1/2" 1-1/2" 1/2" 1/2" BISCUIT COLOR LAVATORY,SELF RIMMING GRID DRAIN.INCLUDES: SUPPLY INC FAUCET,P-TRAP,TAIL PIPE,SHUTOFF VALVE,SUPPLY WATER LINES, U, 1-1/2" LAV GUARD/INSULATION&METERING HINGED HANDLES. FAUCET TO 4"VTR 1 zX ? 1 1 BE SET TO RUN A MINIMUM OF 30 SECONDS. II € p P4 MOP HUGHES - BBB-401-COMP 3" 3" 2" 3/4" 3/4" FLOOR MOUNTED.INCLUDES: FAUCET,HOSE,BRACKET&QUICK JiL 2 X � S p RECEPTOR SUPPLY INC DRAIN CONNECTOR. Roof _ _ _ Roof a X aI K a. PS ELECTRIC HUGHES - BBB-801-COMP 1-1/4X 1-1/2" 1-1/2" 1/2" - ADA COMPLIANT WALL MTD.WHEELCHAIR ACCESS MODEL, i4" 4 % WATER SUPPLY INC 1_1/2" STAINLESS STEEL FINISH.INCLUDES: P-rRAP,ANGLE SUPPLY- 1_f2"� 5 X & I4=�W O COOLER WATER COOLER CARRIER. P6 SINK HUGHES - BBB-240 1-1/2"X 1-1/2" 1-1/2" 1/2" 1/2" COUNTER TOP SUPPORTED FIXTURE.INCLUDES: FAUCET,DRAIN, j 6 X �rr IL SUPPLY INC 1-1/2" P-TRAP,SUPPLY WATER LINES AND SHUTOFF VALVES. 7 N % 6 0 P7 ELECTRIC HUGHES 15 GALLON,2 KW,120/1 PHASE,ENERGY SAVER.FLOOR 8 X ( WATER SUPPLY INC MOUNT WATER HEATER ON 12"STAND OFF TO ONE SIDE OF 9 X i€ Z - BBB-999 3/4„ 3/4• o W HEATER MOP SINK(OR ON SHELF WHERE CONFIGURATION REQUIRES)IN 2_ 1 JANITOR ROOM,INSULATE ALL EXPOSED HW_PIPES. _ 1 10 X p P8 ELECTRIC HUGHES W ui ST 3.01-IE-120V 3/6" 3/8" CONTRACTOR TO VERIFY COMPLIANCE WITi PIS11 X B H W INSTANT. SUPPLY INC INDUSTRIES APPLICABLE CODES AND ORDINANCES BEFORE j g 0 WATER OR ORDERING.INSULATE ALL EXPOSED HW PIPES ✓<� WW Q HEATER EQUIVALENT McZZanine §� it FLOOR HUGHES Mezzanine 0 Z EGO CLEAN SUPPLY INC ZORN BBB 145 - - - - - REFER TO PLAN FOR SIZES. - 2 0 Z N FO FLOOR HUGHES BODY ASSEMBLY WITH TYPE B STRAINER 14" Q p SUPPLY INC ZURN Z4155 3 3 2 - - 2"11 C N y DRAIN TRAP PRIMER OPTION 2„ 2„ 2" F---, Q pQHUGHES CAST IRON BODY&HANDWHEEL,I.P.REGULAR r-----------------7 -T-r-------------------T-----------------r---- 3" 3 HB HOSE SUPPLY INC WATTS SC8-4 - - - 3/4" - PATTERN CONNECTION.PROVIDE WITH TAMPER 1 J " j 1 P W BIBB 12" 11-i/2" 1-1/21 12 1 I N W O PROOF VACUUM BREAKER. l i :2- 0 1 ++ C[ W TPy RA HUGHES PRECISION i ' 0 W PRIMER SUPPLY INC PLUMBING PR-500 - - - 1/2" - REFER TO DETAIL ON SHEET P3.1 VALVE PRODUCTS1 I 0 H WATER HUGHES SIOUX I-----2"-- P5 1 - 11-1/2" 1-1/2"i j2" D (n Z 0 WHA 652A - - - - - SIZES ARE AS REQUIRED BY FIXTURE UNITS F-� HAMMER SUPPLY INC CHIEF &MANE.RECOMMENDATIONS. i N Z �LI u1 Q ARRESTOR MANUF. 31 WOO I P2 P1 P3 i P3 P1 1 Pt o ?j X WALL HUGHES P4 LL> WCO CLEAN SUPPLY INC ZURN Z1468 - - - - - REFER TO PLAN FOR SIZES. FIFSt FIOOr " 1 2"WCO 1-1/2" 1-1/2"� �FD �___ FD ___. _ __ in O O -LL — i First Floor lr 0 HUGHES _ ROOF DRAIN WITH UNDERDECK CLAMP ASS Y, 2" 3 - -j 0 RD ROOF SUPPLY INC ZURN Z-100-15" - N" - - SUMP DRAIN RECEIVER,METAL LOCKING DOME& 24" C a Z DRAIN ADJUSTIBLE EXTENSION SLEEVE. To Main O w I y 3" 3^ 4" 4 4.. 4' Z J ORD OVERFLOW HUGHES ROOF DRAIN WITH UNDERDECK CLAMP ASS Y, SUMP G J F ZURN Z-100-15" - N" - - - -0 Z 0 (4 d ROOF SUPPLY INC DRAIN RECEIVER,METAL LOCKING DOME& ADJUSTIBLE L¢L EXTENSION SLEEVE.PROVIDE DOWNSPOUT NOZZLE,Z-199 C I- } Uj 0 DRAIN OR JOSA 5010. 0 W z Z 0 a NOES: Q z � U U� i PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS. Q 1-N 2 PROVIDE INSULATING KIT ON TRAPS AND HOT AND COLD WATER SUPPLIES TO ALL HANDICAPPED LAVATORIES. Z Z O 3 SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF HANDICAPPED FIXTURES.ALL PLUMBING FIXTURES TO BE PROVIDED BY THE CONTRACTOR THROUGH U^ U Q A NATIONAL ACCOUNT AGREEMENT. FOR CONTACT INFORMATION CALL HUGHES SUPPLY INC.REFER TO PROJECT MANUAL. Not,, E x • ' Slope 4"sanitary piping at 2%slope or slope pv 4 ALL NOTED FIXTURES SHALL BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE"AMERICANS WITH DISABILITIES ACT OF 1990". o •• FIXTURES AND THEIR INSTALLATION SHALL ALSO COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI)PUBLICATION A117.1-"PROVIDING 6"sanitary piping at 1%slope. SANITARY RISER DIAGRAM = Z ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE"AND/OR GOVERNING CODE. 11 W 0 U>aMo SOURCE:VER.1.2013 NONE �/ w ¢^o ro N 5 ALL PLUMBING FIXTURES,EQUIPMENT,TRIM,AND FITTINGS SHALL COMPLY WITH LOCAL,STATE,AND FEDERAL REGULATIONS AND CODES,INCLUDING,BUT NOT LIMITED TO,WATER AND ENERGY CONSERVATION CODES.THE SCHEDULED AND/OR SPECIFIED PLUMBING FIXTURES AND EQUIPMENT REPRESENT THE - m w o 0 0 . �+w MINIMUM CRITERIA AND SHALL BE THE BASIS FOR THE CONTRACTOR'S BASE BID.IF THE SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH GOVERNING CODES OR REGULATIONS IN ALL RESPECTS,THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR COMPLYING FIXTURES,':; 1 1 I ¢ EQUIPMENT,TRIM,OR FITTINGS.THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID INCLUDES ALL ¢ J Z COSTS NECESSARY TO MEET ALL REGULATIONS AND CODES. WATER DEMAND SUMMARY Q 0]a C,ID o 0 6 FLUSH VALVE HANDLES FOR HC.TOILET STALLS TO BE ON THE WIDE PORTION OF STALL. New CWFU 220 O co New HWFU 7 u J DO co PLUMI3ING FIXTURES SCHEDULE 14 Tatar 1 227 m SOURCE:VER.1.2013 NONE D—BUTIO aA E: t" N 1-1 4" 1-t 2 1-1 2" 2" 2" Prototype " Ver.1.2013 10/15/13 Roof Roof PERMIT 07/03/14 1" 3/4" 3/4" 3/4" 1" 3/4" 2„ T 3/4"Hose Bib At Roof Hatch BID X/XX/ SEE SHEET P2.1 F----------- -----� y 3/4 AND CIVIL FOR CONTINUATION 1 138 MBH 230 MBH 230 MBH 230 MBH 230 MBH 230 MBH ' I2" I - -r----i r---- r- r- 1 r---1 r----I I h I I I I I NOTE: PROVIDE AND INSTALL WATER Roof Roof - I HAMMER ARRESTORS AND/OR .3/4" r-'1 AIR CHAMBERS AS PER L_J P6 I SPECIFICATION. GAS PRESSURE REGULATOR SPECIFICATIONS ITEM GAS LOAD SUMMARY MBH 200MH /2^ 1/2" MANUFACTURER CFH INLET OUTLET Roof To Unit RTU-1 230 Mezzanine Mezzanine ITR MODEL CAPACITY PRESSURE PRESSURE SPRING COLOR-RANGE-ORIFICE Roof To Unit RTU 1! 230 I N B-31 UP TO 150 2 P.S.I.G.7 INCHES W.C.OR 1/4 P.S.I LT.GREEN-5.5 TO 8.0 INCHES W.C.-1/2" Roof To Unit RTU-3 230 2" 1"_ __________ t•• ___ 3 q_ B-31R 3 4"x3 a' Roof To Unit RTU-5 230 ~ i 2 --- —f . ITRON31R 150 TO 400 2 P.S.I.G.7 INCHES W.C.OR 1 4 P.S.I LT.GREEN-5.5 TO 8.0 INCHES W.C.-1 2" --_—_-- - 3�"" T---3 4 3 4 - 1/2" 3/4 I-=,4" 3L4" Aacn.MOJE,I eee PRo1— / / Roof To Unit RTU-4 230 _ 1/2 _�" _ 31R ," L-T-=-- 400 TO 800 2 P.S.I.G.7 INCHES W.C.OR 1 4 P.S.I LT.GREEN-5.5 TO 8.0 INCHES W.C.-1 2 Roof e Unit RTU-S 200 T /" / T� I XXXXXX Unit Heater UH-1 200 i P I DRAWN: SS NOES: F/I I1 12 I T TPV JW SSrcs-REGULATORS ARE FULL CAPACITY INTERNAL RELIEF TYPE BY ITRON. . 2"-REGULATORS TO BE INSTALLED WITH RELIEF VENT IN POSITION TO PREVENT ENTRANCE OF WATER,SNOW, - 1/2" 1/2" 13/4'I3 4" MOISTUREOR FOREIGN PARTICLES.(PROVIDE SCREENED VENT ELBOW AS REQUIRED).VENT OPENING TO BE Total 1488 I I p2 I I/ LOCATED 12"MIN.ABOVE ROOF LEVEL AND ABOVE ANTICIPATED SNOW LEVEL. P3 I Pi Pi P7 P3 ! P5 I 3/4" �c��ONAL F -TAG REGULATOR WITH INLET AND OUTLET SETTINGS,AFFIX WARNING'DO NOT REMOVE'. �� I,j' I �� EG ER O 2 -RECOMMENDED GAS SUPPLY PRESSURE FOR LENNOX ROOFTOP UNITS IS 7"WC OR 1/4 PSI. LJ u P 2" P4 P7 First Floor 12 75 First Floor . �qT£OF LMEW AS1-1/2"(TYP.) i" etc,_ J.! �`�CR First Floor First Floor TOTAL CONNE"TED �� DRAWNG TILE 'y� LOAD OF 2630 /1 MBH AT 2 PSlG � MECHANICAL NEW GAS LINE BY GAS CO. GENERAL N INFORMATION GAS RISER DIAGRAM 04 WATER RISER DIAGRAM 01 o SOURCE:VER.1.2013 NONE SOURCE:VER.1.2013 NONE P 1 '1 SYMBOL LIST HORIZONTAL PIPING SUPPORT �o � a� p H6RIZONTAL PIPE OF THE FOLLOWING MATERIALS SHALL BE SUPPORTED IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION C�6 .Z ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS BUT NOT LESS D0 THAN THE DISTANCES LISTED BELOW. NO PIPING IS TO BE SUPPORTED IT, GATE VALVE/BALL - - SANITARY SEWER PIPING o. p VALVE BELOW GRADE DIRECTLY FROM THE ROOF DECK. W 81 P2.1 Impact Protection-APProved,1H 08/26/14 C 5. W OA&Y GATE SANITARY SEWER PIPING a)If applicable,provide impact protection for the above-ground gas meter and piping,IFC Section 312. pp 1. CAST IRON SOIL PIPE �O �d F = - - i)LVE Will use landscaping to protect the gas meter area. V -FIVE FOOT(5')INTERVALS EXCEPT WHERE TEN FOOT(10')LENGTHS 'i GLOBE VALVE - S - STORM SE WEE R PIPING OF CAST IRON SOIL PIPE ARE USED. TEN FOOT(10')INTERVALS BELOW GRAD Z p A ACCEPTABLE. J 0 CHECK VALVE S STORM SEWER PIPING SS 2. STEEL THREADED PIPE F 1-11/24"IN DIAMETER OR LESS-EIGHT FOOT(8')INTERVALS 161 ry !¢- 1/4"TURN BALL 1 ------ VENT PIPING j1 � VALVE - - AND OVER-TEN FOOT 10 INTERVALS. DESIGNER NOTE CHECKLIST 't GAS COCK -- GAS PRESSURE NOTE: O COLD WATER PIPING A (tl/ l li) D E 3. COPPER TUBE q �y �y Y �y m y 'I Y 7 CONTRACTOR TO VERIFY EXACT GAS DELIVERY F GAS REGULATOR PRESSURE AT THE CUSTOMER SIDE OF METER -1-1/4"OR LESS-SIX FOOT(6')INTERVALS. ? E m ---- HOT WATER PIPING IMMEDIATELY AFTER AWARD OF BID AND PRIOR -1-1/2"OR OVER-TEN FOOT(10')INTERVALS. SV GAS SOLENOID VALVE 8"FIRE LINE.SEE 70 COMMENCEMENT OF WORK.CONTRACTOR SHALL CIVIL DIGS FOR APPLY FOR GAS SERVICE AND COORDINATE GAS 4. PLASTIC(PVC AND ASS)PIPE,WHERE ALLOWED # Z UNION -- G GAS PIPING CONTINUATION SERVICE IN A TIMELY MANNER.IF PRESSURE 1 X t5 IS HIGHER THAN THE GAS PRESSURE USED 70 -1-1/2"OR LESS-THREE FOOT(3')INTERVALS. p FCOO DENOTES FLOOR B EQUIPMENT DESIGNATION "CW SEE SIZE THE GAS PIPING,CONTRACTOR SHALL -2"OR OVER-FOUR FOOT(4')INTERVALS. 2 XW > MOUNTED CLEANOUT 1 ON DIGS FOR PROVIDE PRESSURE REGULATORS.IF PRESSURE WCO� DENOTES CLEANOUT 1 ONTINUA ON IS LOWER,CONTRACTOR SHALL CONTACT THE 5. EXPOSED 3 X 4 IN WALL PX PLUMBING FIXTURE NUMBER ;DE�UVERY PROFESSIONAL OF RECORD IMMEDIATELY FOR WATER METER - DIRECTION.IF THE PROFESSIONAL OF RECORD ALL IN EXPOSED LOCATIONS TO ROUTE ALONG WALLS 4 X C 1 IS NOT CONTACTED,IT IS ASSUMED THAT GAS 5 XFg PRESSURE IS VERIFIED AND ADEQUATE FOR THE POINT OF CONNECTION - _ ® GAS METER � 7J - - - - --- - - - I SYSTEM DESIGNED ON THE DRAWINGS. 6 X err a BUILDING GAS METER. Z n ° 2 CTED LOAD-1488 MBH& 51 THERMOMETER PRESSURE A7 2 PSIG. GENERALNOTES p - RECEI'®AREA UH SED GAS METER LOCATIONm � WALL HYDRANT 1ERVICE BY UTILITY CO. 1.THE PLUMBING SUBCONTRACTOR'S SCOPE OF WORK INCLUDES ALL WORK WITHIN I W Q_B I BUILDING AND 5'-0"OUTSIDE BUILDING UNLESS OTHERWISE NOTED. ALSO,MAKE k f FD O FLOOR DRAIN PRE_ CONNECTIONS TO SERVICE PROVIDED BY SITE WORK CONTRACTOR.REFER TO SITE $ ❑ 4 WORK UTILITY CIVIL ENGINEERING DOCUMENTS FOR EXTERIOR WORK,TRENCHING, w W I BACK FILLING,ECT. Z 1 ti - = - _-_- I _ 2•ALL PIPING THAT PENETRATES WALLS SHALL BE SLEEVED AND HAVE i �/ ESCUTCHEONS. ANY PENETRATIONS THRU FIRE RATED PARTITIONS SHALL BE "a SEALED WITH SCOTCH-3M pFS195 WRAP AND#CP25 CAULK AS PER U� ABBREVIATION LIST J MANUFACTURER'S RECOMMENDATIONS. ❑ R O I 3.SANITARY PIPING TO BE PVC OR ASS.SLOPE 4"SANITARY PIPING AT 2%SLOPE U J p 3/4"G OR 6"SANITARY PIPING AT 1X SLOPE,USE CAST IRON ONLY WHERE REQUIRED C W> BY CODE. Y Q 0 i IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION 1 4.THE PLUMBING SUBCONTRACTOR SHALL COORDINATE LOCATIONS OF ALL ~ F U. 1^5 � 1 ®� PLUMBING PIPING TO CLEAR INTAKE LOUVERS.PROVIDE 10'-0"CLEARANCE ,1) Lli Z 0 BFP BACKFLOW PREVENTER INV INVERT U ----I - - - --- - - IN ALL DIRECTIONS FROM VENTS THROUGH ROOF TO OUTSIDE AIR INTAKES. Of - 0 W CO CLEANOUT IW INDIRECT WASTE II 5.THE PLUMBING SUBCONTRACTOR SHALL REFER TO THE FIXTURING PLAN FOR w U F 5 RTU 6 COORDINATION OF ALL PIPING,EQUIPMENT,DUCTS,VALVING,AND SERVICE RISERS O Ur= CODP CLEANOUT DECK PLATE LAV LAVATORY 4 3 I NTH THE BBB STORE FIXTURING.ALL SYSTEMS SHALL BE ROUTED AND/OR U) Z C FCO CLEANOUT FLOOR MOUNTED MBH BRITISH THERMAL LOCATED AS REQUIRED TO AVOID INTERFERENCE WITH THE STORE FIXTURES, 4) Z W N Q UNITS PER HOUR SHELVING,AND RACKING.INSTALLATIONS MADE W9THOUT REGARD TO STORE L O W COG CLEANOUT TO GRADE ORD OVERFLOW ROOF DRAIN 1 FlXTURING SHALL BE CORRECTED AT NO ADDITIONAL COST TO BOB.SPECIAL 0 F = I CONSIDERATION SHALL BE GIVEN TO THE STORAGE AND PRODUCT HANDLING 4+ ¢ Y O >I- WCO CLEANOUT WALL MOUNTED RD ROOF DRAIN ASPECTS OF THE SALES AND RECEIVING DOCK AREAS.SEE STRUCTURAL AND 9) _ u.> ARCHITEC U. CW COLD WATER RPZ REDUCED PRESSURE TURAL PLANS FOR MINIMUM MOUNTING HEIGHTS. 10 Q Q >0 EWC ELECTRIC WATER COOLER ZONE BFP O I 6.THE PLUMBING SUBCONTRACTOR SHALL VERIFY UTILITY LOCATIONS AT SITE AND C vv1 Q• 0 Z SAN SANITARY rca SHALL MAKE CONNECTION 70 STUBS ON SITE, 0 W DFU DRAINAGE FIXTURE UNITS SS SERVICE SINK a 7.THE PLUMBING SUBCONTRACTOR SHALL FILL FLOOR DRAINS WITH WATER UPON a Z J N IL FU FIXTURE UNITS ST STORM (d _ _- ---_ I COMPLETION OF WORK AND TESTING. C Z O Q ----- --- -� - LL VI 0 f0 FLOOR DRAIN UR URINAL S. ONE WEEK PRIOR TO SUBSTANTIAL COMPLETION THE PLUMBING O Z Z SUBCONTRACTOR SHALL SNAKE THE SANITARY LINE WITH A VIDEO RECORDING � Q 0 h G GAS V VENT I DEVICE.THE PLUMBING SUBCONTRACTOR SHALL NOTIFY THE BBB CONSTRUCTION 0 O U Q GPH GALLONS PER HOUR VTR VENT THROUGH ROOF I PROJECT MANAGER OF ANY PROBLEMS AND CORRECT AS REQUIRED.THE m a U ~ PLUMBING SUBCONTRACTOR SHALL SUBMIT ONE COPY OF THE VIDEO TAPE TO N HB HOSE BIBB W WASTE THE BBB CONSTRUCTION PROJECT MANAGER. p ppZ HW HOT WATER WC WATER CLOSET SALES AREA Y 9.ONCE THE CONCRETE BOOR SLAB IS POURED,IT MUST BE KEPT CLEAN,FREE OF O� V^ U Q ® DUST,DIRT,PAINTS,STAINS AND TIRE MARKS.UP UNTIL PUNCHUST.THERE SHALL x HWH HOT WATER HEATER WIU WATER SUPPLY BE NO STORING OF MATERIALS ON CONCRETE IN AREAS TO RECEIVE THE CONCRETE LL Q FIXTURE UNITS FINISH TREATMENT.ALL LIFTS 70 BE DIAPERED(TO PREVENT LEAKING FLUIDS FROM o 0 HWR HOT WATER RETURN WH WALL HYDRANT REACHING THE FLOOR)AND USE NON-MARKING TIRES. = Z u 1 O W y M ♦ v 10.PIPING SERVING OTHER TENANT SPACES SHALL NOT RUN THROUGH BBS'e TENANT SPACE. m 0 0 0 00 B QM u32 Q w:3 z II 5 S mto ao�oo I I I DO NOTES FOR THIS DRAWING II E !, 1.SLOPE HORIZONTAL VENT PIPING FROM STACK AT 1/4"PER FOOT(MINIMUM AND TYPICAL) II i olsrRlaunoN: DATE _ _ ___ _ _ _ ___ _ 2.ALL HOT AND COLD WATER PIPING SHALL BE INSULATED PER NOTE: 2 II ® PROJECT MANUAL Prototype VBr.1.2013 10/15/13 BUILDING DRAIN,STORM SEWER,DOMESTIC 1 PERMIT 07/03/14 R1U 3.COLD WATER PIPING IN SALES AND RECEIVING W AREAS SHALL WATER SERVICE AND GAS UTILITIES TE I BE ROUTED AS HIGH AS POSSIBLE IN JOIST WITH ALLOWANCE BID PLUMBING CONTRACTOR. COORDINATE N1TH _ _ J FOR SLOPE AS REWIRED. _ SITE CONTRACTOR PRIOR TO PIPE _ --_ _�-�2•CW<-�-_ -�- 4.ALL ABOVE GRADE PIPING SHALL BE RUN CONCEALED IN ALL N INSTALLATION. ROOMS AND AREAS WHERE HUNG CEILING IS APPLIED. UTILITY NOTES: -CONTRACTOR SHALL VERIFY POINT OF CONNECTION TO SITE F 81 KEY NOTES (SYMBOLS 1 2 ETC.) UTILITY SERVICE PRIOR TO COMMENCING INSTALLATION. I O O -CONTRACTOR SHALL ADJUST LOCATION AND DEPTH OF SITE SERVICES AS REQUIRED TO CONNECT TO BED BATH P3 1 P311 i O"FIRE RISER ENTRANCE,CONFIRM VITH FIRE PROTECTION DRAWINGS. AND BEYOND UTILITY LOCATIONS -- - L3 - SEE CIVIL SITE DRAWINGS FOR CONTINUATION. -CONTRACTOR SHALL MAKE FINAL CONNECTION TO SITE UTILITY SERVICE(UNLESS OTHER PROVISIONS HAVE BEEN I I DI 2.2"DOMESTIC WATER RISER WITH HOUSE SHUT-OFF VALVE A7 48" MADE). I 17 I AFF.PLUMBING CONTRACTOR TO EXTEND WATER LINE TO 5 FT. -CONTRACTOR'S FAILURE TO PROPERLY COORDINATE SERVICES I P3 I t---- OUTSIDE THE BLDG.VERIFY BACKFLOW AND METERING DEVICES TYPE SHALL NOT 'S JUSTIFICATION FOR ANY EXTRA CHARGES. I AND LOCATION WITH LOCAL UTILITY.PROVIDE WATTS PRESSURE REDUCING - ` STATION USB TO SUPPLY RISER IF/N'HEN AVAILABLE STATIC PRESSURE IS 80 PSIG OR GREATER.SEE CIVIL FOR LOCATION AND CONTINUATION. CIVIL ENGINEERING DESIGN COORDINATION NOTICE -----� - 3.GAS PIPING ON ROOF,REFER TO DETAILS ON SHEET P3.1. NOTICE TO ALL PARTIES HAVING AN INTEREST IN THIS CONSTRUCTION PROJECT: 7 - - ARCH.cROJEcrp BBB PROJECTp t 4.GAS PIPE DROP TO UNIT HEATER. PROVIDE GAS COCK,MIN.e"DIRT LEG AND XXXXXX 1J CIVIL ENGINEERING FOR THIS PROJECT IS BEING PERFORMED BY OTHERS. A 0•7 _ ____-_ FLEXIBLE CONNECTOR(WHERE APPROVED)FULL SIZE OF HEATER(VERIFY). RECKEo, I oanwu. ALL GAS PIPING AND ACCESSORIES 70 BE KEPT BETWEEN UNIT AND Jw SS 2.)CONTRACTORS RELYING ON DOCUMENTS NOT COORDINATED WITH 7HE CIVIL 0.6 EXTERIOR WALL AND SHALL NOT EXTEND BELOW THE BOTTOM OF THE UNIT. ENGINEERING WORK SHALL DO SO AT THEIR OWN RISK. - 1,rPROVIDE GAS COCK,REGULATOR,MIN.8"DIRT LEG AND GROUND JOINT UNION 3.)COORDINATION WITH THE CIVIL ENGINEERING DOCUMENTS HAS BEEN COMPLETED CONNECTION FULL SIZE OF ROOFTOP UNIT(VERIFY).SEE DETAILS ON ONLY AS SHOWN BELOW. DRAWING P3.1 FOR ILLUSTRATION. TYPICAL. S NAL f �S E CIVI CIVIL ENGINEERING CONSULTANT IS: - 8 6.4"SANITARY LINE TO 5 FEET OUTSIDE THE CONCRETE PAD.REFER TO F P O ro PROVID D ANDDRA FL WITH FINS EDGS FOR NGRADE.OUTSIDE CLEANOUT SHALL BE q 7.SANITARY PIPING TO BE PVC OR ASS,WITH 4"PIPING AT 2%SLOPE OR 6" 75 CIVIL SHT. CIVIL SHEET REV. REV. REV. REV. REV. REV. . I PIPING A7 1X SLOPE.USE CAST IRON 1 PIPING WHERE REQUIRED BY CODE. J` DWG.NO. DWG.TIRE N0. DATE NO. DATE NO. DATE o o REFER TO SPECIFICATIONS,SECTION 15400,2.03"SANITARY DRAINAGE SYSTEM" �qT 7.3-P` O e of IID _ - FOR TYPE OF MATERIALS TO BE USED. � _Epp B.3/4"C.W.70 HOSE BIBB AT APPROXIMATELY 6"BELOW AND NEAR ROOF HATCH.IF J. HOSE BIBB IS PROHIBITED AT ROOF HATCH(e.g.DUE TO PROXIMITY OF ELECTRICAL NOTE: EQUIPMENT)PROVIDE FROST HOSE BIB THROUGH ROOF,LOCATE IN THE CENTER OF INVERT ELEVATION-97.35'BASED ON ROOF SURFACE CENTERED BETWEEN RTU'S. REFERENCE FINISH FLOOR ELEVATION OF 100.00 AND TOTAL DEVELOPED LENGTH 9.2"GAS RISER UP OUTSIDE OF BUILDING TIGHT TO WALL TO ROOF. DRANING nnE: OF 55 FEET AT 1/4"PER FOOT SLOPE, PROVIDE AN APPROVED GAS SHUT-OFF AT 48"AFG. WITH STARTING INVERT OF 98.50% 10.8"0 TRUCK WELL DRAIN.SEE CIVIL DRAWING FOR CONTINUATION. MECHANICAL 11.PROVIDE ACID TRENCH DRAIN.TRENCH DRAIN SHALL BE SIZED BASED ON THE GENERAL COORDINATION CHECKED BV INITIAL DATE INITIAL DATE INITIAL DATE RAIN FALL RATE FOR EACH SPECIFIC SITE.CONTACT ACO&(B00)-543-4764 INFORMATION iv DISCIPLINE: PLUMBING FLOOR PLAN 02 SOURCE:VER.1.2013 1/i6"=1'-0" m.� .� NOTE: NOTES CONTRACTOR SHALL VERIFY ALL MECHANICAL �} a GAS FIRED EQUIPMENT CONNECTION LOCATIONS :✓JO FREEZE PROTECTION NOTE: IN THE FIELD PRIOR TO INSTALLING ANY GAS SECURE PIPING PIPE MAINS OR BRANCHES. BY USING A P" O IN COLD WEATHER CLIMATES,DRAIN PIPING AND ALL CAS PIPING SHALL BE PAINTED YELLOW. MIRO PIPE Z TO PROTECUMP LL BE T THE PUMP,INSTALL TED IBE OW FRENST IEZING PIPING SGLINEALL BE CLEARLY LABELLED AS STRAP GAS OR SEE SHEET R 1 FOR NOTES FOR THIS DRAWING Op LEVEL AND TO PROTECT THE DRAIN PIPES,INSULATE CONDENSATE 1.ALL ABOVE GRADE PIPING SHALL BE RUN CONCEALED IN ALL ROOMS AND AREAS WHERE HUNG COUNG IS PIPING AND/OR PROVIDE HEAT TRACE.COORDINATE SECURE ALL PIPING(GAS,CONDENSATE,ETC) PIPING. CONTINUATIOrI APPLIED. Od TO THE PIPESTAND B7 USING A MIRO PIPE J - 2 W WITH ELECTRICAL WHEN HEAT TRACE IS USED. STRAP AND#8 STAINLESS STEEL SCREWS. If 2.RUSH CONTROLS SHALL BE HAND OPERATED AND SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET O p W PRESSURE REDUCING VALVE AREAS. V F WITH INTERNAL VENT. r 3.ALL HOT AND COLD WATER PIPING SHALL BE INSULATED PER THE PROJECT MANUAL. VENT ELBOW DOWN U a i r a - _ GROUND JOINT UNION 4.SLOPE HORIZONTAL VENT PIPING FROM STACK AT 1/4"PER FOOT(MINIMUM AND TYPICAL). vj 511 W SPECIFICATIONS: TERMINATE WITH TWO(2)80'ELBOWS GAS COCK WITH PLUGGED IPESTAND p F SUMP PUMP(SP-1)SHALL BE WEIL 2"SERIES 1413, DOWN AT 6"(MAX.)ABOVE FIN.GRADE PLI GGED 1/8"NP7-TEST 1/8'NPT TEST GAUGE DESIGNER NOTE CHECKLIST P p 1/2 H.P.,120 V,OR EQUAL,WITH ENCAPSULATED OVER SPLASHBLOCK. GA GE CONNECTION CONNECTION MERCURY FLOAT SWITCH SUITABLE FOR LINE VOLTAGE. PIPESTAND PAD PUMP AND FLOAT SWITCH SHALL BE EQUIPPED WITH 10 �N FEET OF WATER-PROOF CORD AND PLUG.PUMP eo pev SPLASHBLOCK(BY GCC) - I AS CUSHION m b ' 3 DISCHARGE PIPING SHALL BE 2"GALVANIZED STEEL ao•. FIN.GRADE GAS PIPING-RUN KEY NOTES (SYMBOLS O1 O ETC.) j �p WITH GALVANIZED FITTINGS OR,AT CONTRACTOR'S I ON ROOF I F.� k+ u g $ F OPTION AND RISK AND IN COMPLIANCE WITH GOVERNING i - as a jig CODE,PUMP DISCHARGE PIPING MAY BE PVC. = - ROOFTOP,UNIT 2"MIN,T'P. - 1.4"VENT THRU ROOF(UP IN CHASE THROUGH SECOND FLOOR).OFFSET STACK AT ROOF TO AVOID ROOF (D COORDINATE WITH ELECTRICAL CONTRACTOR TO CONNECT I��I 4"VTR FRAMING(IF REQUIRED). 1 X € ? FLOAT SWITCH TO NOVAR SYSTEM FOR MONITORING THE 1- U OPERATION OF THE PUMP. 18" N. 2.2"CW DOWN FROM SECOND FLOOR AND 1/2"HW UP THROUGH MEZZANINE FLOOR TO PS SINK ABOVE. 2 X �� j TYP. CH.PIPE - P 6 y 0 J USE PIPE SUPPORT PER - 3.2"SANITARY FROM P6(BREAK ROOM SINK)DOWN TO FIRST FLOOR CEILING SPACE RUN IN CEILING SPACE AS 3 X yi G. DIRT POCKET MIRO,MODEL AS FOLLOWS: SHOWN AND DROP IN WALL TO CONNECT TO SANITARY LINE FROM Pt. 4 X y O 2"SUMP PUMP DISCHARGE MODEL NO. PIPE SIZE H I PIPING TIGHT TO WALL 1.5 0.5"TO 1.5" ❑ 3 4.WATER HEATER MOUNTED ON STAND OFF TO ONE SIDE OF THE MOP SINK IN THE JANITOR ROOM. 5 X € K �` y y RETAINING WALL 3-R 2"TO 3" 5.ROUTE TRAP PRIMER PIPING BELOW SLAB FROM JANITOR'S CLOSET TO BOOR DRAIN.REFER TO TRAP PRIMER 8 X kr REMOVABLE GRATE I CONNECT TO UNIT GAS CONTROLS 4-R 4" DETAIL ON THIS SHEET.TRAP PRIMER TO BE LOCATED WITHIN THE JANITOR ROOM.PLUMBING CONTRACTOR TO Il WITH GROUND JOINT UNION PROVIDE ROOF - 5-R 5" TEST AND ENSURE PROPER OPERATION OF TRAP PRIMER. 7 X FLOAT SWITCH 70 TURN THE ' PIPESTAND Wl71 8-R2 6" GROMMET FOR WATER-TIGHT SEAL. Z •°bye' ALARM AL(OVERFLOW OR SIZE OF GAS PIPING TO MATCH UNIT'S UNDERNEATH PAD(SIMILAR ALTERNATE MAUNF.IS 6.4°VENT IN CDLING SPACE TO BE ROUTED 7HRU THE MEZZANINE WALL TO VTR. B X O PUMP MALFUNCTION) - AT CONDENSATE PIPING) ERICO.MODEL"PIPE PIER W SHUT-OFF VALVE PLAN NORTH 9 X sP } -1-VALVE PIPING ON ROOF SUPPORT DETAILS 18g 17 0 w 1 :adq�= p�..,, UNION SOURCE:VER.1.2013 NONE LU MEZZANINE PLAN -SAN/WA SOUREER 1.2013 ONE 10 X Z ,.•b�Qa' 8 ~ - 2'%2'X2'DP.SUMP PIT � W I SEE STRUCT.DWGS. 1� CHROME PLATED r � a d .4a ESCUTCHEON AT WALL D N Q.go,• TEEJR n 1/2"SOV C7 ao C J a 0 SUMP PUMP DETAIL 20 CW +_ F TRAP PRIMER VALVE Z U WITH INTEGRAL 0 w SOURCE:VER.1.2013 NONE `I- U F- BACKFLOW PREVENTER O f- O Z AND VACUUM BREAKER (/) Z O - PORT.PRECISION f IY AG-50PLUMBING PRODUCTS Z w y 4 FITTING #Pi-500(DU-3)FOR rj xx 3 FLOOR DRAINS OR W I- �� W-500(DU-1)FOR 0) UYONE FLOOR DRAIN. O = I- SECURE TO DISTRIIT Q QO WALL WITH SECURE DISTIBUTIONZ TOGGLEUNIT TO BACKING BOL SHEET BETWEEN STUDS. ZJQ 1/2°CING MOUNT IN JANITOR ROOM Q TRAP SUTEZ OBELOW FLOOR _ - CLL w C ELECTRICAL i I 3-WAY STOPDRAIN T PLAN) 0 w Z Z K O CONNECTION 3/4"COLD WATER NPT NOTE' -- Q O WITH ACCESS I J - 48"MIN.AFF G) H a DOOR 1/ 3/8"TO SINK LOCATED N IN H m d U 3/8"TO HEATER LOCATED WITHIN THE Z I JANITOR ROOM. P7 0° ) SCHEMATIC DETAIL-TRAP PRIMER 13 (ON U 4 INSTANT-FLOW HEATER =x 3/806 "FPT INLET&OUTLET NION - F >OURCE;VER.1.2013 NONE I IBC pv- i z P4 3 4r 5 `�I �L�� FLOOR / L \ P4o�000 m �Qmz=m INSTANT-FLOW WH BELOW SINK 15 Rf R 00a��oo In z SOURCE:VER.1,2013 NONE ( m sly II i m II II I r I: DISTRIBUTION: DgTE: sPECIFlcnnorls: ; P5 Prototype Ver.1.2013 07/03/13 PERMIT 07/03/14 ROUTE 1 1/2"PIPE ABOVE SELF-CONTAINED EJECTION PUMP(EP-1) - CAI CEILING TO DISCHARGE BY LITTLE GIANT,MODEL OURS-8E,115V, BID X/XX/ 11.5 AMPS,1/3 HP,138OW OR EQUAL,& INTO XY THE SEWER LINE IN I X/XX/ THE BATHROOM CHASE.SEE I COORDINATE5 GALLONS TANK.PUMP TO NTH ELECTRICAL(CONTRACTOR 1 2 MAX. r SHEET 02/P2.1.FOR TO CONNECT FLOAT SWITCH TO NOVAR CONTINUATION.SLOPE T SYSTEM FOR MONITORING THE OPERATION NOT USED 09 2"WOO PIPE AS REQUIRED. OF THE PUMP. ,,� SOURCE:VER.1.2013 NONE P5 2"VENT WITHIN THE 3� WALL FROM P6&EP-1 WATTS(/36A 1 rr IJ VACUUM RELIEF VALVE. ".WATTS#DET-5 THERMAL M DIELECTRIC UNION 1-1/2"DISCHARGE •EXPANSION.TANK.INSTALL 3/4" NIL TYPICAL BELOW SINK/ I WITHIN THE WALL PER MFR'S INSTRUCTIONS 3/4° COUNTER \ 2"VENT WALL 1-1/2"PIPE 3j'4"HW 3 1./2n FROM SINK(P6) 2 /3 4-CW ( /• _ _ �1 ARCH.PROJECTM BBB PROJECTp / 3 4 CW - T - _ - Lrr 2n xX)00(X - FLOAT SWITCH TO TURN THE T&P RELIEF VALVE TO JCL. Du. ALARM ON(OVERFLOW OR \� C BE ROUTED ALONG THE P 2 P 1 I. CHECKED: WALL TO DISCHARGE �73P2 P3 JWWN SS PUMP MALFUNCTION) 'ABOVE MOP SINK 5 SHUT-OFF VALVE P3 rrW (h r I ------_2rrV_- �- 3/4"HW SUPPLY YT Y U I CHECK VALVE 1-1/2rr UNION MOUNT WATER HEATER ON WA ELECTRIC TER EATER \ _ J 5 \CO ��SS�ONAER O 'L tr SHELF IF LAYOUT DOES NOT rV--�"i- -- P ALLOW FOR FLOOR MOUNT: _);� STAND. EP I I ❑ 6 P1 �_T� P1 MAX.12"HIGH B7 12 75 1 I NOTE. 24'X24"FLOOR WATER 3 J 7-39 HEATER STAND TO - ❑ qTF OF 10P P� ACCOMMODATE 22" 1.INSULATE ALL HOT--& DIAMETER TANK- a I I COLD WATER PIPING. STATE INDUSTRIES PART .. - 2.PROVIDE RIO INSULATION _ �1900574405 OR EQUAL. SEE CIVIL DWGS FOR 4»FCO UNDER WATER HEATER. 3.PROVIDE DOUBLE BODY CONTINUATION QUICK STRAP B7 HOLDRITE, DRAWING TIRE #QS-50 OR EQUAL. 4.PROVIDE DRAIN PAN MECHANICAL WHEN FLOOR DRAIN IS NOT PLAN NORTH PLAN NORTH GENERAL PRESENT. N EJECTION PUMP DETAIL 05 WATER HEATER PIPING DETAIL FLOOR PLAN-WATER 02 INFORMATION 03 FIRST FIRST FLOOR PLAN-SANITARY 01 I P3.1 o SOURCE:VER.1.2013 NONE SOURCE:VER.1.2013 NONE SOURCE:VER.1.2013 1/8"=T-0" SOURCE:VER.1.2013 1/8"=1'-0" A B C 1 E EQUIPMENT SUPPLIER CONTACT INFORMATION KEYED NOTES GENERAL NOTES SYMBOL KEY �Z I 15 ^I L01D10 $ 1 THE GENERAL CONTRACTOR SHALL PURCHASE ALL FIRE ALARM EQUIPMENT O COORDINATE CONNECTIONS TO DEDICATED 120 VAC POWER FARM CABLING SHALL BE RED IN fA&R,WILL BE FIRE ALARMCONTROL PANEL(ADDRESSABLE WITH 0 Ed gpS 11 I AND DEVICES FROM THE NATIONAL ACCOUNT VENDOR LISTED IN THE CIRCUITS.LABEL THE CIRCUITS'FIRE ALARM CIRCUIT."IDENTIFY • LABELED AS FIRE ALARM CABLING,AND WILL BE RATED FOR FIRE FACP INTEGRAL DIGITAL ALARM COMMUNICATOR) s PROJECT MANUAL. THE LOCATION OF THE CIRCUIT DISCONNECT AT THE ALARM USE, a Z IL01M60 AIM CPS R RT RT I I ASSOCIATED FACP,APS,OR CPS.COORDINATE EXACT FAAN FIRE ALARM ANNUNCIATOR(LCD) L01M62 AIM FACP RT RT FIT MOUNTING LOCATIONS OF CONTROL PANELS AND POWER 2. ALL WIRING IN FINISHED AREAS SHALL BE CONCEALED. 0 8 3;Q I OOP i _ SUPPLIES WITH THE GENERAL AND ELECTRICAL CONTRACTORS qpS AUXILIARY POWER SUPPLY(WITH SYNCHRONIZATION a I� p I\\ lg�! ' PRIOR TO INSTALLATION. 3. PROVIDE SYNCHRONIZATION OF ALL AUDIBLE AND VISUAL MODULES) O e� w AVER ------ NOTIFICATION APPLIANCE CIRCUITS.PROVIDE A MULTI-SYNC7 w O8 1 O PROVIDE TWENTY-FOUR(24)HOUR BATTERY BACKUP IN THE MODE SLAVE CONNECTION BETWEEN ALL APS'S. CPS CONTINUOUS POWER SUPPLY WP 1�AIML01M07 I CONTROL PANEL AND THE POWER SUPPLIES IN ACCORDANCE L01M08WITHNFPA72.BATTERIES REQUIRED FOR STANDBY POWER a/ MANUALLY ACTIVATING THE"ALARM SILENCE'AT THE FIREALARM F MANUAL PULL STATION(INTELLIGENT)IL01M09 I � � jr ® SHALL BE INSTALLED IN FACP,APS,OR CPS IN A UL LISTED CONTROL PANEL SHALL DE-ENRGIZE BOTH THE AUDIBLE AND vJ W 1 L01 D 1 LOCKABLE BATTERY BOX MOUNTED ADJACENT TO THE FACP, VISUAL NOTIFICATION APPLIANCES.AN ADDITIONAL ALARMgo 9 �!/ ' ® PHOTOELECTRIC SMOKE DETECTOR(INTELLIGENT) �s 14 `--�•--- + APS,OR CPS. REPORTED TO THE PANEL SUBSEQUENT TO ACTIVATING THE 0^ a FA1.Ob - I` -- _- - "ALARMSILENCE"SHALLRE-ENERGIZE BOTH THE AUDIBLE AND a@ I DUCT-TYPE PHOTOELECTRIC SMOKE DETECTOR INTEGRAL DIGITAL ALARM COMMUNICATOR TRANSMITTER DAC VISUAL NOTIFICATION APPLIANCES THROUGHOUT THE BUILDING. CONVENTIONAL FACTORY INSTALLED R=RETURN SIDE p 12 AV01Q I 7 ( T) Op R (CONVENTIONAL) )( ) DESIGNER NOTE CHECKLIST I- SHALL REPORT ALARM,SUPERVISORY,AND TROUBLE O ° L01 D02 B5 q I I O A75 V CONDITIONS TO AN APPROVED MONITORING STATION.MOUNT 5. ALL SURFACE-MOUNTED NOTIFICATION APPLIANCES SHALL BE ° a C FA1.0 ii TWO(2)RJ-31X TELEPHONE JACKS INSIDE CABINET'A'.PROVIDE INSTALLED WITH DECORATIVE SACKBOX OR DECORATIVE SKIRT TWO MEANS OF TRANSMISSION(I.E.PHONE LINE CONNECTIONS). COVERING THE RACO OR OTHER INDUSTRY-STANDARD BACKBOX. ® FLOW SWITCH(FURNISHED AND INSTALLED BY OTHERS) { PROVIDE A Rl6I LCD ANNUNCIATOR.COORDINATE EXACT 6. ALL CEILING-MOUNTED NOTIFICATION APPLIANCES SHALL BE 2t Z AV 01 ° MOUNTINGLOCATIONWITHTHEGENERALCONTRACTOR,OWNER, INSTALLED ON THE BOTTOMS OF BEAMS OR JOISTS.STROBES ® TAMPER SWITCH(FURNISHEDANDINSTALLEDBYOTHERS) 1 • 13 • g C I 1 040 li ° AND AHJ PRIOR TO INSTALLATION.REFER TO DETAIL 03/A9.1 FOR SHALL BE VISIBLY UNOBSTRUCTED. 2 • 14 • 4 1 I� V li EXACT LOCATION. ® CORROSION MONITORING PROBE(FURNISHED AND ,3 • 15 • 8g� L� RTU L { 7. CEILING MOUNTED NOTIFICATION APPLIANCE LOCATIONS SHALL BE INSTALLED BY OTHERS) a RT 95 { ii INSTALL MANUAL PWOWTIONADJACENI"ffW FIRE ALARM COORDINATED WITH THE MECHANICAL DUCTWORK TO AVOID 4 au, 3 L01M31 AVo JL ! ANNUNCIATOR PANEL.REFER TO DETAIL 031A9.1 FOR EXACT VISUALOBSTRUCTION.NOTIFICATION APPLIANCES THAT ARE AIM ADDRESSABLE INPUT MODULE • 18 • gWk' IY II 0IN CM IM V 75 1 37 M n L01M38 1,3 _ _ _ _ LOCATION. VISIBLY OBSTRUCTED BY MECHANICAL DUCTWORK SHALL BE 5 • 17 • €o 0 $ _ _$_--k _�_ _ �/ INSTALLED ON A THREADED SUPPORT SUSPENDED BELOW THE ACM ADDRESSABLE CONTROURELAY MODULE 9" 4 9 _ ii V MOUNT THE EXTERIOR WATERFLOW NOTIFICATION APPLIANCE AT BUILDING STRUCTURE AND SHALL BE AT AN ELEVATION TO 6 • 15 • mkt 1 11 { TEN 110)FEET ABOVE GRADE AND LOCATED ABOVE THE FIRE PROVIDEUNOBSTRUCTED VISUAL NOTIFICATION BELOW THE CEILING MOUNTED AUDIBLEIVISUAL APPLIANCE 7 • 19 • 'a€ to 1 I DEPARTMENT CONNECTION.COORDINATE EXACT MOUNTING MECHANICAL DUCT. AV _ 0 V ® 0 V AV04 V LOCATION WITH THE GENERAL CONTRACTOR,OWNER,AND AHJ XX ( =CANDELA RATING)(WHITE COLOR) B • 20 • g15 to II II��I L 1D PRIOR TO INSTALLATION. 6. COORDINATE EXACT PLACEMENT OF ALL DEVICES WITH THE V CEILING MOUNTED VISUAL APPLIANCE g • 21 • °a w 3 ® I� ND ARCHITECTURAL PLANS,OWNER,AND GENERAL CONTRACTOR OXX(XX=CANDELA RATING)(WHITE COLOR) AV ,,",- -- 13 13 PROVIDE ELECTRONIC MONITORING OF ALL SPRINKLER PRIOR TO INSTALLATION. ID • 22 • 'rtiP II SDI AVO� -- --.___- _ WEATHERPROOF EXTERIOR AUDIBLEMSUAL APPLIANCE WATERFLOW SWITCHES,CONTROL VALVE TAMPER SWITCHES, ' AND CORROSION MONITORING PROBES(BY OTHERS), 9. SMOKE DETECTORS SHALL BE MOUNTED ON CEILINGS AND NOT ON Wp XX( =CANDELA RATING)(RED COLOR) 11 • g U ® COORDINATE EXACT QUANTITIES AND INTERFACE CONNECTIONS THE BOTTOMS OF BEAMS OR JOISTS.LOCATE SMOKE DETECTORS ® REMOTE TEST STATIOWANNUNCIATOR(WHITE COLOR) 12 • L"5 W `J WITH THE SPRINKLER CONTRACTOR, A MINIMUM OF THREE(3)FEET FROM MECHANICAL DIFFUSERS, s p �16 " BELOW OFFICE MEZZANINE y AND AS REQUIRED BY NFPA 72. 0 v°' DUCT SMOKE DETECTORS SHALL BE FACTORY INSTALLED AND _ K _-1 -EOLR END OF LINE RELAY p In V L21-® ENLARGED FIRE ALARM PLAN POWERED FROM THE CPS.THE FIRE ALARM CONTRACTOR SHALL 10. SMOKE DETECTOR HEADS SHALL NOT BE INSTALLED UNTIL AFTER M ZZ RECONFIGURE THE DUCT DETECTORS TO BE POWERED FROM THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND J Q END OF LINE RESISTOR C THE FIRE ALARM SYSTEM INSTEAD OF POWERED FROM FINAL. -�rw _ 0 2 AV02 FA1.Ob SCALE:3132'=l'-0" ASSOCIATED RTU.REFER TO DETAIL050N SHEET FA1,ib. s' Q F0¢ q El ® AV 11. PROVIDE CONNECTIONS TOWATERFLOWSWITCHES, NC BED BATH&BEYOND REQUIREMENT I- p II PROVIDE AN ADDRESSABLE INPUT MODULE(AIM)FOR SUPERVISORY VALVE TAMPER SWITCHES,AND CORROSION U) Lu p z F MONITORING OF THE RETURN DUCT SMOKE DETECTOR(FACTORY MONITORING PROBE(SWITCHES&PROBE PROVIDED BY OTHERS). •- 0 w II 1 INSTALLED).PROVIDE CONNECTIONS TO THE ALARM AND PROVIDE CABLING AND WIRING CONNECTIONS TO ALL SWITCHES. ' q ADDRESSING LEGEND `~ U F 75 TROUBLE CONTACTS TO INITIATE AN ALARM CONDITION WITHOUT PROVIDE COORDINATION WITH THE SPRINKLER CONTRACTOR, 0 04 BEING AFFECTED BY THE STATUS OF THE TROUBLE CONTACTS. L01 M01 Cl) X ® REFER TO DETAIL 05 ON SHEET FAIAb. 12. PROVIDE DEDICATED 120VAC POWER TO FACP,APS,AND CPS. L=LOOP 0) • W N Q y ® 02 - POWER SHALL BE PROVIDED BY AND COORDINATED WITH THE M=MODULE x= II V y 10 ELECTRICAL CONTRACTOR.CONDUCTORS MUST BE INSTALLED IN MODULETEVICE NUMBER D=DEVICE Y O r:it it _ R ®_ _ _ S ____ AV04O EMT CONDUIT.LABEL THE DEDICATED CIRCUIT BREAKER(S)"FIRE 0) _ 15 ALARM CIRCUIT." SIGNALING LINE CIRCUIT SLC Q W-P L01M42 A M M L 01M27 D ql L01M28 - �{ .FOR GLOBAL SHUTDOWN OF ( ) T Q Z ® 9 t 11 RTU R RTU'S,PROVIDE AN ADDRESSABLE CONTROURELAY MODULE 13. HOLES IN WALLS OR FLOOR CUTS MADE DURING THE C IL - .J> EEO y (ACM)TO BE INTERCONNECTED TO THE SHUTDOWN CIRCUIT IN PERFORMANCE OF THIS WORK SHALL BE PATCHED SO AS TO __ U Z U) Q, = THE LENNOX/NOVAR CONTROL PANEL IN THE RTU THROUGH COMPLETELY CONCEAL THE HOLES AND CUTS WHERE THEY _ ® WIRING LEGEND p O Q gVO4 TERMINALS DIi AND R ON THE SMOKE INPUT TERMINAL ON THE WOULD OTHERWISE BE EXPOSED TO VIEW. N 0 ® AV V C$7 2 160. BOTTOM OF THE M2 PRODIGY CONTROLLER.LOCATE MODULE CONDUCTOR TYPE: CIRCUIT DESIGNATION: C } ILL WITHIN THREE(3)FEET OF RTU CONTROLLER.COORDINATE UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION �' Q Z_ 0 LJ If _ FINAL TERMINATIONS FOR RTU SHUTDOWN WITH MECHANICAL AND PROGRAMMING,THE INSTALLING CONTRACTOR SHALL D=1414 TP SHIELDED L=INITIATION DATA CIRCUIT y CONTRACTOR.REFER TO DETAIL 05 ON SHEET FA1.1b. PERFORM FINAL TESTING OF THE ENTIRE SYSTEM,PER ALL E=16/2 TP SHIELDED AV=NOTIFICATION CIRCUIT m �= AV qy APPLICABLE CODES,AND SHALL COORDINATE AND PERFORMA F=1212 TP A=AUDIBLE NOTIFICATION CIRCUIT Z O ® RTU m m -- 11 PROVIDE A REMOTE TEST STATIOWANNUNCIATOR FOR EACH FINAL FIRE ALARM SYSTEM INSPECTION, G=AS REQ•D BY MANF. AN=ANNUNCIATOR CIRCUIT )( DUCT SMOKE DETECTOR.PROVIDE ANY REQUIRED POWER H=1412 WET LOCATION PN=LOW VOLTAGE POWER CIRCUIT (�y`/\ ^ Q _ _ _I}7___�_ _rh _ _ �_._ _= CABLING CONNECTIONS TO DETECTORS AND REMOTE TEST 15. COORDINATE THE MONITORING OBLIGATION OF THE FIRE ALARM J=18/2 WET LOCATION RC=RELAY CONTROL CIRCUIT p STATIOWANNUNCIAiOR.MOUNT THE REMOTE TEST SYSTEM WITH THE LANDLORD ANDAPPLICABLE CODES. ZN=INITIATION ZONECIRCUIT II ----- AV04gy ®L01 Al STATIOWANNUNCIATOR ON ADJACENT TO THE FACP. CONDUCTOR TYPE SU=SUPERVISORY CIRCUIT 30O gp 16 V COORDINATE EXACT MOUNTING LOCATIONS WITH THE GENERAL 16. IN NO CASE SHALL THE CONDUCTORS WITHIN METALLIC RACEWAY `j-CIRCUIT DESIGNATION FIT=REMOTE TEST STATION POWER �M^� AV 13 CONTRACTOR,OWNER,AND THE AHJ PRIOR TO INSTALLATION. EXCEED 40%FILL.IN SUCH SITUATIONS LARGER SERIES SY=MULTIPLE SYNC CONNECTION - I 7 V WIREMOLD OR OTHER CONDUIT SHALL BE USED. E(L11) I- m Qn N ® --- �- MOUNT SMOKE DETECTOR ON THE WALL ABOVE THE o 0 CIRCUIT NUMBER COMPACTOR DOOR,INSTALLED IN ACCORDANCE WITH NFPA 72. _ _ O PROVIDE A MINIMUM OF THREE(3)FEET SEPARATION FROM SHOULD MANUFACTURER OF FIRE ALARM EQUIPMENT REQUIRE I� tO so B INSTALLATION NOTES _ ADJACENT AHU DIFFUSERS.WIRING SHALL BE INSTALLED 314 DIFFERENT TYPE OR SIZE OF CABLE THAN HEREIN SPECIFIED,THE a R IIJ INCH CONDUIT. o Do-Go 1:1 El1. SEE WIRING LEGEND FOR CABLE TYPES AND SIZES. LARGER OR MORE STRINGENT TYPE OF CABLE SHALL BE USED. M In Z � I ' o�w L_J - VD3 ____ 17 MOUNT SMOKE DETECTOR ON THE BOTTOM OF THE 2. ALL WORK SHALL BE IN ACCORDANCE WITH NFPA STANDARDS AND ILJ M 13 -_ T _ ® CEILINGIDECK(NOT ON THE BOTTOM OF STRUCTURAL MEMBERS) ALL LOCAL ADOPTED CODES. I AND LOCATED MORE THAN THREE 3 FEET FROM AIR SUPPLY GENERAL PROGRAMMING NOTES CID I ® 'ABOVE OFFICE MEZZANINE DIFFUSERS,AS INDICATED IN NFPA 72. 3. EXACT CABLE ROUTING TO BE COORDINATED WITH OTHER TRADES IN SEE1. CONTROL-BY-EVENT PROGRAMMINGOMMINGIECIFIC SYSTEM GENERAL ENLARGED FIRE ALARM PLAN ACCEPTABLE EFIELEINST INSTALICATIONS LATION METHODS. DRAWING NOTES FOR MOUNT SMOKE DETECTOR AT THE CEILING OR BOTTOM OF DECK INFORMATIONAL PURPOSES ONLY.SPECIFIC SYSTEM W ACCEPTABLE INSTALLATION METHODS. PROGRAMMING SHALL BE PROVIDED BY THE FIRE ALARM q ABOVEEA MINIMUM INSTALLED IN WITH NFPA 72. CONTRACTOR IN SHOP DRAWING SUBMITTAL. --�=T- -T-T- DISTRIBUTION: PATE:F 5 � PROVIDEAMINIMUM OF THREE(3)FEET SEPARATION FROM 1 ------- -y - - FA SCALE:3132"=V-0" 4. ALL CABLE RUNS SHALL BE NEATLY BUNDLED, TIGHT - - -- ------- ADJACENT AHU DIFFUSERS. Prototype Vfir.1.2013 10/15/13 I AND PROPERLY SECURED.ANY CABLING NOT INSTALLED INA 2. COORDINATE SPECIFIC ALPHANUMERIC DESCRIPTIONS WITH THE MOUNT SMOKE DETECTOR IN CABINET'A'. 3,4 NEAT AND PROFESSIONAL MANNER SHALL BE PULLED OUT AND OWNER PRIOR TO SYSTEM PROGRAMMING. PERMIT 07/03114 i � I � FA10b � RE-RUN BY INSTALLER. BID KXIXXW 5. CONTRACTOR INSTALLING CABLING MUST MARK BOTH ENDS OF 3. THE FIRE ALARM CONTRACTOR SHALL REVISE THE -------- ------------- WIREAND PROVIDE A WIRE LEGEND FOR ALL LOCATIONS, SYSTEM REQUIREMENTSNT , NDTOI INC TO LUDE MINIMUNCLUDE M SPECIFIC O.6 SYSTEM REOUIREMENTS,AND TO INCLUDE A MINIMUM OF PROVIDE A CONTINUITY TEST LOG FOR EACH CABLE. --- _-- 6)FAl.ob,Fire Alarm-Approved,JH 08/26/14 ORDINATE 111TERFAGE DEVICE AND LOOP. CAPACITY ON EACH ADDRESSABLE a)Fire Alarm Plans shall be sent the State Fire Marshal Office and designed in accordance with NFPA 72.Plans shall 6. ALL CABLING SHALL BE TAGGED AT ALL JUNCTION POINTS AND DEVICEAND MODULE LOOP. FIRE LAR V be 1n 1/8 inch scale and shall be sent electronically to Knutesandah[Pdoi.idaho.¢ov.Send hard copies to the QBIITLMSTBR& SHALL TEST FREE FROM GROUNDS OR CROSSES BETWEEN CONDUCTORS address provided below. . I FIRESTOP NOTES SCALE:1116'p 1'-0" Idaho State Fire Marshal 1 7. EXPOSED CABLING SHALL BE RUN PARALLEL AND PERPENDICULAR 700 Wes State Street 3i°Floor 1. ALL THROUGH-PENETRATIONS OF FIRE-RATED WALLS AND FLOORS TO BUILDING STRUCTURE.ALL CABLING TO BE CONCEALED FROM SHALL BE FIRE-STOPPED, Boise,Idaho 83720 PUBLIC VIEW.EXPOSED WIRING SHALL NOT BE RUN IN A"SPAN' /'�, FASHION BETWEEN BAR JOISTS OR GIRDERS.IF NECESSARY SUCH 2, FIRE-RATED GYPSUM BOARD WALLS CONSTRUCTED AS DESCRIBED A A.1 A.6 A7 A.8 B.3 B.7 C.2 C.4 D D.2 h 1 b)Install one exterior strobe in the area of the FDC. CABLING SHALL BE SECURED TO THE STRUCTURAL CEILING IN THE INDIVIDUAL U300 OR U400 SERIES DESIGNS IN THE U.L.FIRE ��/// 1)It-to be subbed out. BETWEEN JOISTS OR GIRDERS,AND AS INDICATED IN RESISTANCE DIRECTORY(GENERALLY DOUBLE THICKNESS S 6FNTf1ABTGRB. SPECIFICATION SECTION 16720. WALLBOARD)SHALL BE FIRE-STOPPED WITH U.L SYSTEMS. ill" 4:6l S. EXPOSED WIRING TO BE SUPPORTED BY BUILDING STRUCTURE AT 15 SECURITY NO MORE THAN FIVE(5)FOOT INTERVALS. 3. ALL REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE ARCH.PROJECT# eea PRo�ecrx FLOORS OR WALLS,AND ALL U.L.CLASSIFIED CONCRETE BLOCK pp;PATARPal WALLS SHALL BE FIRE-STOPPED WITH U.L.SYSTEMS. XXXXXX LC •4t PANEL ®7 9. COORDINATE DRILLING OF ANY HOLES(I.E.COLUMN oRAwN: cNEcxeo. PENETRATIONS)WITH THE GENERAL CONTRACTOR AND ALL LB29 L01M07 AIM ASSGeAl I EAT BET OTHER TRADES PRIOR TO INSTALLATION, ® ® APPLICABLE CODES 141 UXILIAR LB-27 LB-31 ALARM RECEPTACLES 0 10. ALL CABLING,CONDUIT,AND BACKBOXES SHALL BE PROPERLY SMARTBLOCK L01M08 AIM FS SUPPORTED AND SEISMICALLY BRACED,AS REQUIRED BY ALL ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE APPLICABLE CODES AND THE LOCAL JURISDICTION. CODES AND REFERENCED DESIGN STANDARDS. QNA F SECURITY RJ-31% K,G Rf DUCT L01M0B AIM S GNG 11. CONDUIT SHALL ENTER INTO THE FIRE ALARM PANELS ONLY AS BUILDING CODE&EDITION: IBC 2012 R- � DETECTOR 66 BLOCKS APPROVED BY THE EQUIPMENT MANUFACTURER. FIRE CODE&EDITION: IFC2012 A POWER 12. ALL FIRE ALARM JUNCTION BOXES SHALL BE RED IN COLOR. 1 �134rLD 4 TS MECHANICAL CODE&EDITION: IMC 2012 sA ,2 CONDUIT INSTALLATION NOTES 13. FIRE ALARM CABLING SHALL NOT BE PAINTED. ATE OF�P ELECTRICAL CODE&EDITION: NEC 2014 CN/t'Y GLASSti� 1. ALL FIRE ALARM CONDUIT,FITTINGS,AND BACK BOXES SHALL BE 14. ALL JUNCTION BOXES AND CABLE SPLICES SHALL BE IN TELEPHONE PROVIDEDBYTHE ELECTRICAL CONTRACTOR.THE FIRE ALARM ACCESSIBLE LOCATIONS.PROVIDE ANY REQUIRED ACCESS ELEVATOR CODE&EDITION: N/A D-MARK .PANELS CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL NFPA 72 EDITION: 2013 CONTRACTOR TO DETERMINE THE EXTENT OF ALL FIRE ALARM NOTE: CONDUIT AND BACKBOX REQUIREMENTS. IS. MOUNT THE FACP,APS,AND CPS INSIDE CABINET'A'.COORDINATE LOCAUOTHER CODE: N/A pitA[1M0 mlFa CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT EXACT LOCATION WITH THE OWNER PRIOR TO INSTALLATION. TO BE MOUNTED INSIDE CABINET'A'.CABINET'W IS 2. ALL FIRE ALARM CABLING IN SPRINKLER,L-cCl ICAL, CONFLICTS BETWEEN THE REFERENCE NFPA STANDARDS,FEDERAL OR FURNISHED BY CPI,REFER TO DETAIL 03 SHEET E4.3, IRESPRINKLER MECHANICAL,ELEVATOR EQUIPMENT ROOMS,AND SUBJECT TO FIRE ALARM PHYSICAL DAMAGE SHALL BE INSTALLED IN METALLIC CONDUIT. STATE CODES,SHALLEN BE GINEER. BROUGHT TO THE IMMEDIATE ATTENTION OF THE PLANS AND NOTES �ET 'A' DETAILDETAIL FIRE PROTECTONENGINEER. OCCUPANT NOTIFICATION 2 RISER ELEVATION 3. ALL FIRE ALARM CABLING BELOW THE JOIST AND GIRDERS(TO FA1.Ob NOT TO SCALE F 11 NOT TO SCALE INCLUDE CONCEALED)SHALL BE INSTALLED IN EMT CONDUIT, C A 1 .Ob CEILING/DECK �z 9 r, CEILING MOUNTED SUSPENDED CEILING '- I` AV V SEE NOTE5 S AV V ¢ CEILING MOUNTED `~ CEILING MOUNTED CEILING MOUNTED O 8A LIGHT FIXTURE SEE NOTES SEE NOTES SEE NOTE4 O 1 � N TO F(AV01) I - EXTERIOR El O ADDRESSABLE V TO wP I TS FS DEVICES EXIT SIGN MOU THIRTY(30) f E(LOI) F(AVEX) FAV02 NOTIFICATION AIM AIM AND F S ( ) r INCHES IN FRONTO LL AND 6 gg Z AV APPLIANCES - G 5 MODULES AS WP AS 12'-6"ABOVE FINISHED V03) EXIT $ w SHOWN ONV SHOWN G(pW) DRAWINGS ON D TO NEXT MAX SEE NOTE 7 IAV ' Q -(L01) DUCT SMOKEAV DRAWINGS AIM DETECTOR ii 'I � (360')TOADDRESSABLE F t04, SEE NOTE1FIRE ALARM F(AO1) DEVICEsavO 0 FAAN CONTROLPANEL 2F(A01-02g)"'F(AV04) MODULES AS E(L01) AIM CPS ( (120") FACP APS AIM SHOWN ON g�! w FACP DRAWINGS TROUBLE F ( , } TROUBLE BBBY FUTURES 8'-8" t.5 R MONITORING } FAAN U DEDICATED 120 VAC MONITORING (80") MAX 6'-0' 1 • �x DEDICATED 120 VAC Z } BRANCH CIRCUIT ' BRANCH CIRCUIT (72)8 SEE NOTE 3 m' DEDICATED 120 VAC MIN 5'43" SEE 2 • 0 BRANCH CIRCUIT g (w) MAX 4'-0' NOTE2 (48") 3 • ! a NOTES: i MIN T-6' 4 • 0 (42" ) FINISHED FLOOR ' i � 1, PROVIDE BATTERY BACKUP IN THE FACP AND IN EACH APS AND CPS.DEDICATED 120 VAC CIRCUITS SHALL BE PROVIDED. ! FIRE DOOR 6 • ak Q 2. PROVIDE TWO(2)MEANS OF SIGNAL TRANSMISSION TO THE OFF-SITE MONITORING FACILITY FOR MONITORING OF ALARM,SUPERVISORY,AND TROUBLE CONDITIONS. - a a 3. PROVIDE SYNCHRONIZATION OF ALL VISUAL NOTIFICATION APPLIANCES AND CIRCUITS THROUGHOUT THE STORE. 4. PRO VIDE ALL REQUIRED CIRCUITS, AND CONNECTIONS TO CONTROL AUDIBLE AND VISUAL NOTIFICATION APPLIANCES.PROVIDE'ON-UNTIL-SILENCE"PROGRAMMING FOR BOTH AUDIBLE AND VISUAL NOTIFICATION NOTES: �� 0 APPLIANCES. }qy 5. PROVIDE SUPERVISION OF ALL 120 VAC POWER AND ALL NOTIFICATION APPLIANCE CIRCUITS. - 1. COORDINATE EXACT MOUNTING HEIGHT OF CONTROL PANELS,POWER SUPPLIES,AND REMOTE TEST STATIONS WITH THE GENERAL CONTRACTOR,ELECTRICAL �5L W6. POWER SUPPLIES SHOWN IN DESIGN ARE TO DEMONSTRATESYSTEM REQUIREMENTS,INCLUDING DETAILS OF AUDIBLE APPLIANCE SILENCING,NAC CIRCUIT CAPACITY,AND SYNCHRONIZATION REQUIREMENTS. CONTRACTOR AND AHJ PRIOR TO INSTALLATION, E 7. AUXILIARY POWER SUPPLIES(APS)WITH INTEGRAL SYNC-MODULES SHALL BE ACCEPTABLE,IF APS'S CAN BE SYNCHRONIZED WITH OTHER APS'S. ISHED FLOOR 2. COORDINATE EXACT MOUNTING HEIGHT OF THE ANNUNCIATOR WITH THE ARCHITECT AND DETAIL 03TA9.1. 31! 0 8. PROVIDE A SUFFICIENT QUANTITY OF AUXILIARY POWER SUPPLIES,MODULES,AND MAC CIRCUITS TO SATISFY THE DRAWING AND SPECIFICATION REQUIREMENTS.PROVIDE POWER AND VOLTAGE DROP CALCULATIONS ON ALL PULL STATION MOUNTED ON WALL 3. M 19 EASURED TO THE OPERABLE PART OF THE PULL STATION. >: wvi CIRCUITS. (TYP.)LOCATED ON STRIKE SIDE OF 4. WHERE INOICATED ON THE DRAWINGS-LOCATE CEILING MOUNTED NOTIFICATION APPLIANCES FLUSH WITH THE SUSPENDED CEILING;ALIGNED WITH LIGHTING, I F w DOOR WHEN REQUIRED SPRINKLERS,AND OTHER ARCHITECTURAL FIXTURES;WITH CLEAR LINE OF SITE IN ALL DIRECTIONS;NO GREATER THAN THIRTY(30)FEET ABOVE THE FINISHED g ZUZ 21/2".MAX. FLOOR;AND AS INDICATED IN NFPA 72. �¢ 5. WHERE INDICATED ON THE DRAWINGS•LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS ON THE BOTTOM OF THE DECKISUSPENDED CEILING(NOT ON 0 W BOTTOM OF STRUCTURAL MEMBERS),AND AS INDICATED IN NFPA 72. UIY 6. WHERE INDICATED ON THE DRAWINGS-LOCATE CEILING MOUNTED NOTIFICATION APPLIANCES ON BOTTOM OF BEAMS OR JOISTS;WITH CLEAR LINE OF SITE IN ALL p DIRECTIONS;NO GREATER THAN THIRTY(30)FEET ABOVE THE FIN ISHED FLOOR;AND AS INDICATED IN NFPA 72. -6 J �0 7. MEASURED TO THE BOTTOM OF THE LE 0 o TYPICAL FIRE ALARM SYSTEM RISER DIAGRAM 01 MANUAL PULL STATION AT RACKING ELEVATION 02 TYPICAL DEVICE MOUNTING HEIGHT 03 (1) L~LI Cl I, SOURCE: Ver.2013.A NOT TO SCALE SOURCE: Ver.2013.A NOT TO SCALE SOURCE: Ver.2013.A NOT TO SCALE - U o T SYMBOL LEGEND: T82 TO NEXT 0 Z U POWER OUTPUT 8 m t DUCT y Q C=LIGHT OUTPUT(CANDELA)AT UL 1971 ANGLE a (NON-RESETTABLE)7 (b '- DETECTOR "D W w e=ANGLE OFF THE AXIS FROM ILL 1971 POWER OUTPUT 3 6 m 0 = D=DISTANCE FROM SOURCE(FEET) ". N Y o a L LIGHT INTENSITY(MINIMUM 0.0375 LUMENSISQUARE FOOT) CONTINUOUS POWER SUPPLY (NON-RESETTABLE)5 0 LENNO%INOVAR TEMPERATURE AVAILABLE 2 NFPA 72.2010 SECTION 18.4.8.3 AND SECTION 18.5.45 FCPu-24FS8 CONTROL PANEL IN RTU Q UJ 0PERFORMANCE-BASEDALTERNATIVE) SPLIT ALARM MODE POWER OUTPUT 2 4 0 _ . - POWER INPUTS Z %=HORIZONTAL DISTANCE OFF THE AXIS(FEET) DISTANCE CHART cRESETTABLE)3 m DISCONNECT FACTORY 1 01z m m T Q 0 H=VERTICAL DISTANCE OF LIGHT SOURCE FROM FLOOR(FEET) H FEET X FEET - INSTALLED PWR / 11 O POWER OUTPUT 1 2 � 4V1 �VAG 1 Z J (REBE7Ta6w11 DISCONNECT FACTORY L226�48 -p z O J W (FEET) 15 CD 30 CD 75 CD 95 CD 115 CD 177 CD - INSTALLED PWR -�2 E VAC } Q O 8 9.5 13.9 22.0 22.0 22.0 29.9 TB5 - 0 ~ Z UL TABLE FOR CANDELA OUTPUT Z 0IC 9 10.7 12.9 241 24.7 24.7 33.fi 8 m �' Q p a - - J1011P1010RJ102/P102-(6 (D J EQUATIONS: 10 10.0 14.3 21.4 27.5 27.5 27.5 ANGLE UL% C,(CANDELA 1 2 3 4 5 6 7 8 9 70 2 1 17 m U Q 11 11.0 13.1 23.8 23.6 30.2 30.2 16 CO 30 CD 75 CO 95 CD 115 CD 177 CO - TB41 0 1 SMOKE F e=tan"(H) 15,0 _ DI N.C. C. N. cN.O.C. C. W 12 12.0 14.3 20.8 25.7 25.7 33.0 0 100% 30.0 75.0 95.0 115.0 177- + - ZDZ 13 10.9 15.5 22.5 22.5 27.9 35.7 5 90% 73 5 27.0 67,5 85.5 103.5 159.3 ALARM AUX.CONTACTS FOR ( v^ U¢ V X= D'•H' 14 9.8 14.0 24.2 2L2 24.2 30.0 10 90% 13.5 27.0 67.5 85.5 103.5 159.3= TBi FAN SHUTDOWN,ETC. r x 15 8.7 15.0 21.4 26.0 26.0 32.2 15 90% 13.5 27.0 fi7;6 85.5 1035 1593 24 VOC SLC LOOP NC0 �Q • IRFSETTABLE 3 ADDRESSABLE TROUBLE CONTACTS C i6 7.5 16.0 22.9 22.9 27.7 34.3 20 90% 13b 27.0 67.6 65.5 103,3 159.3 - ,POWER CONTROURELAYC o L=->_0.0375 - 4 = Z D' 17 7.9 17.0 24.3 24.3 29.4 36.5 25 90% 13.5 27.0 67.5 85.5 1015 1593 MODULE 11 10 p ro 18 4.8 15.1 21.5 25.7 25.7 31.2 30 75% 11.3 22.5 563 71.3 86.3 132.8 WDO ELAY SLC LOOP 0 N00 // w ¢D 19 0.0 13.3 22.6 27.1 27.1 32.9 35 75% V 3 22.5 56.3 71.3 86.3 132.8 8 EOL OI20 0.0 140 23.8 23.8 28.6 34.6 40 76% 11.3 22.5 56.3 71.3 86.3 132.8 ALARM '� tr m DIOH SLCLOOP 7 SLCLOOP 1 ADDRESSABLE 7 INITWARMTION w °0 DID 21 - 12.1 25.0 25.0 30.0 36.4 45 75% 11:3 22.5 ri6.3 71.3 883 132.8 INPUT MODULECONTACTS DID m1O22 10.3 22.0 26.2 26.2 314 50 55% 8.3 163 41.3 523 63.3 97.4 (DUCT DETECTOR y Q Z�-23 10.7 23.0 27.4 27.4 32.8 55 45% 63 13.5 33.8 42.8 51.8 79.7 FACP SLC LOOP 23TAID8 MONITOR)6 m do2 In pp.2 24.0 24.0 28.6 34.3 60 40% 6.0 12.0 30.0 38.0 46.0 70.8 SLC LOOP 6 EOL - t.�,�� DUCT DETECTOR W m 25 9.1 25.0 25.0 29.8 35.7 65 35% 5.3 10.5 26.3 33.3 41.3- 62X - SYSTEM SENSOR D4120 26 4.6 26.0 26.0 31.0 �32.2 70 35% 5.3 10.5 26.3 33.3 40.3 62,0 27 0.0 27.0 27.0 27.0 75 30% 4.5 9.0 22.5 28b 34.5 53.1 NOTES: NOTES:28 0.0 23.5 28.0 28.0 BO 3% 4,5 9.0 22.5 28.5 345 53.1HORIZONTAL 29 24.3 29.0 29.0 85 25% 3.8 7.5 188 23.8 28:8 44.3. 1. FIRE ALARM CONTRACTOR SHALL DISCONNECT FACTORY•INSTALLED POWER WIRINGTO DUCT DETECTOR.ENSURE DISCONNECTED WIRES ARE INSULATED FROM ANY OTHER WIRES AND GROUND. 1. FOR CEILING MOUNTED SMOKE DETECTORS AND OCCUPANT NOTIFICATION APPLIANCES IN AREAS WITH PLANE X 30 21.0 30.0 30.0 90 25% 3.8 7.5 18.8 23.8 28.8 443 CONNECT 24VDC FROM DUCT DETECTOR CONTINUOUS POWER SUPPLY(CPS)TO DUCT DETECTOR. SUSPENDED CEILINGS. 2. THE FACP SHALL SUPERVISE THE POWER CONNECTIONS TOTHE DUCTDETECTORCPS FOR TROUBLE CONDITIONS THROUGH AN ADDRESSABLE INPUT MODULE AND END OF LINE RELAY. - DISTRIBUTION: DATE: 3. CONNECTTHE RELAY MODULE TO THE AUXILIARY CONTACTS OF THE LENNOXINOVAR CONTROLPANEL IN THE RTU FOR THE CONTROL WIRING TO THE RTU'S.THE ALARM CONTACTS INTEGRALTOTHE Prototype Ver.1.2013 10/15/13 ADDRESSABLE RELAY MODULE SHALL ACTIVATE UPON AN ALARM CONDITION TO DE-ENERGIZE ALL RTU'S SIMULTANEOUSLY. PERMIT 07/03/14 CEILING MOUNTED STROBE DISTANCE CALCULATIONS 04 DUCT DETECTOR WIRING 05 JUNCTION BOX MOUNTING DETAIL 06 BIDXX/Xxw awx SOURCE: Ver.2013.A INOT TO SCALE1 SOURCE: Vec 2013.A NOT TO SCALE SOURCE: Ver.2013.A I NOT TO SCALE NO ELEVATOR C RELAY#1 CONTROLLER NO �. .RECALL SEE NOTE3 NO LUM ELEVATOR W BE E6 SHUNTTRIP PRIMARY ACM C RELAY CONTROLLER ACTIVATION 'AIM CIRCUIT [IHUNTTRIP ARCR.P ECT# BBB PRmecr# SEP NOTE 2 STRIP NOTE4 SEE NOTES ACTIVATION XXXXXX NO TRIP RECALL ACM AIM CIRCUIT ACM BREAKER SECO SHUNT DRAwN: FIRE ALARM SE"�NOTE 1 RELAY#2 C _ SEE NOTE 2 " NO TRIP ceBcrcsU. e CABLING ! WARNING SEE NOTE 5 ACM RELAY#2 C BREAKER LGHT ---- SEE NOTE 6 SEE NOTE 1 I ACM I. ACTIVATION 24 VAC SEE NOTES - 5� F NA O 64S R ' STEPDOWN HOT NEUTRAL q A TRANSFORMER 120VAC . 24 VAC - 1 14 STEP•DOW HOT NEUTRAL 7-g-2O TRANSFO R 120 VAC `Pj g n__-CONDUIT C 4_DF ZOP NOTES: y QASSl�'" NOTES: NOTES; 1. INITIATES ELEVATOR SHUNTTRIP UGH RELAY#2.ALL COMPONENTS TO CONTROL ELEVATOR SHUNT TRIP SHALL BE WITHIN THR FEET OF THE SHUNT TRIP BREAKER. 2. MONITOR 4HE PRESENCE OR ER TO ACTIVATE THE ELEVATOR SHUNT TRIP THROUGH RELAY#1.ALL COMPONENTS TO MONITOR ELEV SHUNT TRIP POWER SHALL BE 1. INITIATES ELEVATOR SHUNT TRIP THROUGH RELAY*2.ALL COMPONENTS T NTROL LUM ELEVATOR 1. ALL OPEN FIRE ALARM CABLING SHALL BE CONCEALED FROM PUBLIC VIEW. WITHIN THREE(3)FEET E SHUNT TRIP BREAKER. SHUNT SHALL BE WITHIN THREE(3)FEET OF THE SHUNT TRIP BREAKER. 3. INITIATES PRIMAR ATOR RECALL.LOCATE ADDRESSABLE CONTROL MODULE WITHINTHREE(3)FEET OF THE ELEVATOR CONTROLLER. 2. MO R THE PRESENCE OF POWER TO ACTIVATE THE LUILA ELEVATORSHUNT TRIP THR ARELAY#1.ALL 2. FIRE ALARM CABLE SHALL NOT BE PAINTED. 4. INITIATES.. ARY ELEVATOR RECALL.LOCATE ADDRESSABLE CONTROL MODULE WITHIN THREE(3)FEET OF THE ELEVATOR CONTROLLER. FOMENTS TO MONITOR LUILA ELEVATOR SHUNT TRIP POWER SHALL BE WITHIN THREE( ET OF THE ' 5. INITIATE NATION OF FIRE FIGHTERS EMERGENCY LIGHT.LOCATE ADDRESSABLE CONTROL MODULE WITHIN THREE(3)FEET OF THE ELEVATOR CONTROL HUNT TRIP BREAKER. 6. INT DIATE RELAYS SHALL BE PROVIDED BY THE FIRE ALARM CONTRACTOR(FAC).RELAY#1SHOWN IN ENERGIZED POSITION.RELAY#2SHOWN INDE-ENERGI OSITION. INTERMEDIATE RELAYS SHALL BE PROVIDED BY THE FIRE ALARM CONTRACTOR.RELAY 91SHOWN NERGIZED FIRE ALARM POSITION.RELAY#2 SHOWN IN DE-ENERGIZED POSITION. DETAILS OCCUPANT NOTIFICATION OPEN FIRE ALARM CABLING DETAIL 07 EL TOR SHUNT TRIP AND RECALL WIRING DIAGRAM L A ELEVATOR SHUNT TRIP WIRING FA1 .1 b SOURCE: Ver.2013.A NOT TO SCALE SOURCE: Ver.2013.A NOT TO S SOURCE: Vec 2013.A NOT TO SCA 4F4FE Dol I LOOP 1 ADDRESSABLE DETECTORS LOOP TAODRESSABLE MODULESZONING FACP BATTERY CALCULATIONS(FIRE-LITE MS92000DLS) ADDRESS TYPE LD. ACTUATED ZONES ALPHANUMERIC LABEL OF DEVICE ADDRESS TYPE LD. -ACTUATED.ZONES ALPHANUMERIC LABE OF DEVICE ZONE NUMBER ACTUATED DEVICES ALPHANUMERIC LABEL OF ZONE STANDBY POWER IN ALARML01DO1 SMOKE Z01,Z06 ABOVE FACPICABINET'A' L01M01 PULL ZO1 Z066 AT M,,IA ENTRANCE Z01 FACP)FAAN 1 DACT ALARM CONDITION AT FACP FAAN AND OFF-SITE MONITORING STATION NORMAL NORMAL NORMAL MAXIMUM L01D02 SMOKE Z01 Z06 ABOVE TRASH COMPACTOR L01M02 Z02 FACP I FAAN I DACT SUPERVISORY CONDITION AT FACP,FAAN AND OFFSITE MONITORING STATION MODEL NUMBER DESCRIPTION QUANTITY CURRENT(UN17 CURRENT CURRENTI CURRENT STANDBY BATTERIES(24-VOLT) CURRENTL01D03 SMOKE Z01 ZD6 EMPLOYEEBREAKROOM L01M03 Z03 FACPIFAANIDACT TROUBLE CONDITION AT FACP FAAN AND OFF-SITE MONITORING STATION (mA) TOTAL(mA) UNIT m4 TOTAL(mA) (.A)w L01D04 SMOKE Z01 ZO6 MEWS RESTROOM LO1M04 Z04 FACP I FAAN I DACT FIRE SPRINKLERCORROSION CONDRION AT FACP FAAN,ANDOFFSITE MONITORING STATIONN --_— FIRE{ITE M592000DLS FIRE ALARM CONTROL PANEL 1 145 145 275 275 L01D05 SMOKE Z01 Z06 WOMEN'S RESTROOM L01 M05 ' Z06 NOTUSED FIRE{ITE LCD-80F ANNUNCIATOR 1 25 25 64 54 STANDBY CURRENT 176L01D06 L01M06 Z06 FACP INTERIOR NOTIFICATION APPLIANCE ACTIVATION FIRE-LITE BG-12LX MANUAL PULL STATION 1 0.3 0.3 SEE NOTE 1 SEE NOTE 1 HOURS 24Z L01D07 L01M07 MONITOR Z04 SPRINKLER SYSTEM CORROSION MONITOR PROBE Z07 NOT USED FIRE-LITE SD355 SMOKE DETECTOR 6 0.3 1.8 SEE NOTE 1 SEE NOTE 1 STANDBY mAH 4 272L01D08 L01MOB MONITOR ____Z01,ZO6i ZOB SPRINKCER SYSTEM WATERFLOW WITCh Z08 FACP EXTERIOR WATERFLOW NOTIFICATION APPLIANCE ACTIVATION FIRE{ITE H355 HEAT DETECTOR 0 0 0 SEE NOTEI SEE NOTEI ALARM CURRENT 889 WL01009 L01M09 MONITOR Z02 SPRINKLER SYSTEM TAMPER SNITCHES Z09 NOT USED FIRE-LITE MMF-300MONITOR MODULE 11 0.4 4.4 SEE NOTEI SEE NOTEI HOURS =1 L01010 SMOKE Z01 ZO6 INSIDE CABINET'A' LDi M10 O1M22,L01M1i27,LOIM32,L01M37 FIRE-LITE CRFS00 CONTROLIRELAY MODULE 6 0.27 1.62 SEE NOTEI SEE NOTEI ALARM mAH 74 `€• Z10 GLOBAL SHUTDOWN OF ALL RTU'S AS INDICATED MAX DRAIN ALL DEVICES 1 0 0 400 400 TOTAL mAH 4.34 w L01D!2 L01M11 __ L01M42,L01M47 TOTAL AH 4.4 DESIGNER NOTE CHECKLIST 0 L01D12 L01M12 Zii NOT USED AUDIBLE CIRCUIT TO APS'S CIRCUITA01 1 0 0 30 30 CONTINGENCY 20% � I LOtD13 L01M13 _ _ Zit NOT USED VISUAL CIRCUIT TO APS'S CIRCUIT A02 1 0 0 30 30 BATTERY TOTAL AH 5.2 1.2 LOID14 L01Mi4 Z13 NOT USED 3 L01D15 L01M15 Z14 NOT USED SYSTEM SENSOR P2RK CIRCUITAVEX 1 0 0 90 90 L01 D16 L01M16 Z15 NOT USED 5 V: x L01D17 L01MiT Z16 NOT USED g i A g � i a� L01 Dt8 L01M18 Z17 I NOT USED 1 2 x Z L01Di9 L01M19 Z18 NOT USED • 13 • €ml p §020 L01M20 Z19 NOT USED TOTAL 178 689 BATTERY PROVIDED AH 7.0 2 • 14 • �a� > L01 D21 L01M21 MONITOR Z02 Z10 RTUI RETURN DUCT SMOKE DETECTOR Z20 NOT USED • 15 • " i NOTES: c 11 O L01 D22 L01M22 CONTROL RTU I SHUTDOWN 3 a L01D23 L01M23 a 0 LOID24 LOIM24 - 4 • 16 • awl H- L01 D25 LOIM25 NAC VOLTAGE DROP CALCULATIONS 1. ALARM CURRENT FOR ADDRESSABLE DEVICES IS CALCULATED BASED ON THE MAXIMUM CURRENT REQUIRED FOR ALL DEVICES. • 17 • €. 0 0 001 D26 LOIM26 MONITOR Z02 Z10 RTU 2 RETURN DUCT SMOKE DETECTOR 2, BATTERIES IN EXCESS OF 18 AH CANNOT BE INSTALLED IN THE FIRE-LITE MS92000DLS FACP ENCLOSURE AND MUST BE INSTALLED IN A BATTERY BOX LISTED FOR THAT m a L01 D27 L01M27 CONTROL RTU MAXIMUM DISTANCE TO LAST APPLIANCE PURPOSE WITH A PROPERLY SIZED CHARGER. - 6 • 18 • �k, d n L01 D28 LOIM28 SIGNAL CIRCUIT DESCRIPTION APSICIRCUIT LOCATION 12AWG 14 AWG 7 • 19 • ' L01D29 LOIM29 CURRENT Z AMPS (FEET) (FEET) N' - 0 L01D30 LOIM30 FACP CABINET'A' APS#1 BATTERY CALCULATIONS FIRE-LITE FCPS-24FS8 6 • 120 •N L01D31 L01M31 MONITOR Z02 Z10 RTU 3RETURN DUCT SMOKE DETECTOR ( )W A02 VISU LE IRCUI T O APSI'S 0.030 37997 23 887 — 9 • • iL01D32 L01M32 CONTROL RTU3SHUTDOWN A02 VISUAL CIRCUITTO APS'S 0.030 37,997 23887 L01D33 L01M33 AVEX WATERFLOW NOTIFICATION APPLIANCE 0.090 12666 7962 STANDBY POWER ALARM POWER1L01D34 L01M34 NORMAL NORMAL MAXIMUM MAXIMUM '" lI_W L01D35 L01M35 APS#1-8 AMP CABINET'A' MODELNUMBER DESCRIPTION QUANTITY CURRENT EA. CURRENT CURRENT EA. CURRENT STANDBY BATTERIES(12-VOLT) CURRENT ' IL01D36 LOIM36 MONITOR Z02 Z10 RTU 4 RETURN DUCT SMOKE DETECTORAVOt RECENING AREAIPRESALES 1.155 9B8 620 (A) TOTAL(mJQ CIRCUIT(mA) TOTAL(mA) ( ) 12 a<l g U CIRCUIT m .A w z L01D37 LOiM37 CONTROL RTU 4 SHUTDOWN �Q L01038 LOIM38 AV02 SALES FLOOR 1.174 971 610 FIRE-LITE AUX.POWER-SUPPLY APS 1 90 90 170 170 STANDBY CURRENT 90 tt�w AV03 SALES FLOOR 0.823 1370 870 SYSTEM SENSOR CIRCUITAVE1 1 0 0 1155 1155 HOURS 24 L01 D39 L01 M39 SYSTEM SENSOR CIRCUIT AV02 1 0 0 1174 1174 STANDBY mAH 2160 0 AV04 SALES FLOOR 1.165 978 815 SYSTEM SENSOR CIRCUITAVE2 1 0 0 823 823 ALARM CURRENT 4 487 U U L0l D41 LOIM40 Ch zGQ L01 D41 L01 M41 MONITOR __ Z02.Zf0 RTU 5 RETURN DUCTSMOKE DETECTOR SYSTEM SENSOR CIRCUITAVE4 1 0 0 1165 1165 HOURS 0.083 C J_ Q L01 D42 L01M42 CONTROL RTU 6 SHUTDOWN NOTES: ALARM mAH 373 W} LOID43 L01M43 _ TOTAL mAH 2533 y Q 0 L01D44 L01M44 NOTIFICATION APPLIANCE CIRCUITS(NAC)DESIGNED FOR A MAXIMUM 1.6 AMPS,A MAXIMUM 4A VDC DROP,AND TOTAL AH 2.5 LOID45 L01M45 CONTINGENCY 20% N t1.I F p _-_ MINIMUM VERIFY DROP N PO - BATTERY TOTAL AH 3.0 O r L01 D46 L01M48 MONITOR Z0�_Zf0 RTU fi RETURN DUCT SMOKE DETECTOR 2. FIELD VERIFY ALL VOLTAGE DROP AND POWER REQUIREMENTS. — 0 W L01D47 L01M47 CONTROL RTU 6 SHUTDOWN_ 3. NAC CIRCUITS HAVE BEEN DESIGNED BASED UPON THE ABOVE CIRCUIT CURRENT AND VOLTAGE CRITERIA USING TOTAL 90 1 4487 BATTERY PROVIDED AH 70 01- L01D48 L01M48 W- SYSTEM SENSOR APPLIANCE CRITERIA.IF ALTERNATE NOTIFICATION APPLIANCES ARE INSTALLED,PROVIDE REVISED 0 Z U L01D49 L01M49 POWER AND VOLTAGE DROP CALCULATIONS FOR ALL CIRCUITS. Iy L01D501 L01M50 _ (1) LLJ N Q L01D5 Z >> Zw L01052 I I L _ CPS BATTERY CALCULATIONS(FIRE-LITE FCPS-24FS8) 0 F Y O F LOlD53 OIM53 2 LOID54 L01M54 K LOtD55 L01M55 STANDBY POWER ALARM POWER Q _-_� T Q w NORMAL NORMAL MAXIMUM MAXIMUM O L01D56 LOIM56 u _ CURRENT 0 d j Z L01 D57 L01 M57 MODEL NUMBER DESCRIPTION pUANTITY CURRENT EA. CURRENT CURRENT EA. CURRENT STANDBY BATTERIES(12-VOLT) p to Y L01D58 LOIM58 _ _ __ CIRCUIT(MA) TOTAL(mA) CIRCUIT(mA) TOTAL(mA) (mA) z J I a L01D59 L01M59 - FIRE-LITE CONTINUOUS POWER SUPPLY CPS 1 90 90 170 170 STANDBY CURRENT 313 _0 J - W g L01 D60 L01M60 MONITOR Z03, NACAPS TROUBLE MONITOR FIRE-LITE AU TROUBLE RELAY 1 25 25 25 25 HOURS 24 C L¢L y 0 LOID61 L01M61 SYSTEM SENSOR D4120 DUCT SMOKE DETECTOR 6 21 126 65 390 STANDBY mAH 7512 0 Z Z 0 a L01D62 L01M62 MONITOR Z03� DUCT DETECTOR CPS POWER MONITOR SYSTEM SENSOR RTS451KEY DUCT DET.REMOTE TEST STATION 6 12 72 103 618 ALARM CURRENT 1203 T Q F- NIOID L01M63 HOURS 0.083 N AtARM mAH 100 L01M64 L01M85 TOTAL mAH 7612 TOTAL AH 7.6 Z L01M66 CONTINGENCY 0%BATTERY TOTAL AH 9.1 L01M67 r L01M69 TOTAL LO1M70 313 1203 BATTERY PROVIDED AH 12.0 O DO �— r W. W ono .0m m m L5 mZ�O 00 zoo NU Q Q� O� DISTRIBUTION: MTE: Prototype Ver.1.2013 10/15/13 FIRE ALARM � Q�`` ��'°v o�y � '�� PERMIT 07/03/14 MATRIX �Q e °��° , �,a /'�'' alo wxx/x ,� 0 �'S $y '�� - FIRE SPRINKLER SYSTEMS WATERFLOW SWITCH • • • • �_ -CONTROL VALVE TAMPER SWITCHES • • I. _ -CORROSION MONITOR PROBE • • N MANUAL PULL STATIONS • • • ARCH.1R.1-1 BBB PROJECTI SMOKE DETECTORS xXxxxx -HVAC RTU'S RETURN SIDE • • • DRAWN: CHECKED: `a -ABOVEFACP • • • -TRASHCOMPACTOR • • • - RESTROOMS&BREAKROOM • • • BONA �6 Rf 'ry 1 71342o 4 Ar�TE OF PPg CgRY GLASSlt� DRAY 0llll10 LOSS OF POWER TO FACP,CPS,OR APB • • ' FIRE ALARM DEVICE LISTS&CALCS ABNORMAL CIRCUIT OR DEVICE • • �. OCCUPANT NOTIFICATION o _ �_ FA 1 .2 b, GENERAL NOTES SYMBOL LIST ABBREVIATIONS LIST �° s O 1. COORDINATE ALL SUPPLY AIR OUTLETS, EXHAUST GRILLES, AND RETURN AIR GRILLES WITH ARCHITECTURAL PLANS AND NTH IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION �p 1 0 m HE ELECTRICAL FIXTURES. U H 1 ' ' REDUCTION IN DUCT SIZE APD AIR PRESSURE DROP O p N 2. ALL TRANSVERSE JOINTS SHALL BE SEALED WITH TAPE OR MASTIC. PIPE DROP �v w a � BTU BRITISH THERMAL UNITS . x ON DIRECTION OF FLOW Z 3. TEMPERATURE CONTROLS EXCEPT AS SPECIFIED HEREIN 2-- 0 PIPE RISER CFH CUBIC FEET PER HOUR p SHALL BE FURNISHED BY MECHANICAL SUBCONTRACTOR AND CFM CUBIC FEET PER MINUTE w � INSTALLED AND HARED BY ELECTRICAL SUBCONTRACTOR. EACH NEW DUCTWORK 3 ROOFTOP UNIT WILL BE CONTROLLED BY A LENNOX 2051 LOGIC INSULATED FLEXIBLE DUCT COND CONDENSATE o MODULE, FACTORY INSTALLED, AND A REMOTE ZONE SENSOR. CR CEILING REGISTER DESIGNER NOTE CHECKLIST Y HE LOGIC MODULE WILL BE WIRED TO NOVAR ENERGY MANAGEMENT L VOLUME DAMPER CU CONDENSING UNIT m p SYSTEM. EXISTING NON LENNOX(L-SERIES OR ENERGENCE) UNITS TO - FD FIRE DAMPER AND ACCESS DOOR p 3 BE CONTROLLED BY NOVAR 3051 OR UCM MODULE (VERIFY W/NOVAR). DB DRY BULB ii cB7 - SD SMOKE DAMPER AND ACCESS DOOR $ $� DIA DIAMETER i 4. THE UNIT HEATER WILL HAVE A WALL MOUNTED SENSOR -0M MOTOR OPERATED DAMPER EAT ENTERING AIR TEMPERATURER AND WILL BE ENERGIZED AND DEENERGIZED BY NOVAR ENERGY XXX' EQUIPMENT TYPE EDB ENTERING DRY BULB aw� aMANAGEMENT SYSTEM. RTU — 3 XX EQUIPMENT NUMBER EER ENERGY EFFICIENCY RATIO 0 5. ALL GAS FIRED HEATING EQUIPMENT SHALL BE "I.I.D" (PILOTLESS) TYPE. MECHANICAL SUBCONTRACTOR SHALL PROVIDE DIFFUSER IDENTIFICATION FOR ESP EXTERNAL STATIC PRESSURE PRESSURE REGULATING EQUIPMENT AS REQUIRED. RTU ® VENTILATION SCHEDULE k CFM QUANTITY EWB ENTERING WET BULB y �( CFM,f CUBIC FEET PER MINUTE EF EXHAUST FAN N 6ROOFTOPMOKE UNI SCT HE ACTORY DEFAU ARE FACTORY LIT ISLTO SHULED IN THTHE UNITS QT HERMOSTAT 'F DEGREES FAHRENHEIT Me w DOWN UPON SENSING SMOKE. HE ELECTRICAL FD FIRE DAMPER SUBCONTRACTOR SHALL MAKE ALL FINAL POWER CONNECTIONS. OS REMOTE SENSOR p FIRE ALARM CONNECTIONS SHALL BE COORDINATED WITH FLA FULL LOAD AMPS gip �w FIRE ALARM INSTALLER. EXISTING RTU'S SHALL HAVE SMOKE CONNECT NEW TO EXISTING FPM FEET PER MINUTE n/ tl w Z DETECTORS INSTALLED IN RETURN DUCTWORK. HE SMOKE RTU L rc a DETECTORS SHALL BE COMPATIBLE WITH THE FIRE ALARM _ —y SUPPLY AIR FLOW G GAS 0 SYSTEM. IF REQUIRED BY LOCAL CODE PROVIDE SUPPLY {/�'+ R T U GPH GALLONS PER HOUR o y DUCT SMOKE DETECTORS. R,T U V � EXHAUST AIR .0 M ij GPM GALLONS PER MINUTE C J �1--�-O 7. PHOTOELECTRIC SMOKE DETECTORS SHALL BE WIRED BY ELECTRICAL UNDERCUT DOOR HP HORSEPOWER Y Q O a SUBCONTRACTOR. EACH PHOTOELECTRIC SMOKE DETECTOR SHALL BE oss 0 SUPPLIED WITH AUDIO AND VISUAL DEVICE IF REQUIRED BY LOCAL DUCT SMOKE DETECTOR G1 W 0 IPLV INTEGRATED PART LOAD VALUE At (EXISTING RTU'S ONLY, � Z FIRE MARSHALL. KW KILOWATTS r _ NEW ARE FACTORY INSTALLED) 4- p x B. EACH ROOF MOUNTED UNIT SHALL BE PROVIDED WITH ® 4 WAY CEILING DIFFUSER LAT LEAVING AIR TEMPERATURE 0 y FACTORY SUPPLIED ROOF CURB, WHICH SHALL BE PITCHED RTU 0 O LBS POUNDS L z >W K w IN THE FIELD AS REQUIRED, TO PROVIDE DEAD LEVEL MOUNTING ® > w x 3 WAY CEILING DIFFUSER MBH THOUSAND BTU PER HOUR a0+ a IN ALL DIRECTIONS. ROOFTOP UNIT MANUFACTURER AND THE MOCP MAXIMUM OVERCURRENT PROTECTION 0) v Y O O _ a F MECHANICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR m Q 2 WAY CEILING DIFFUSER a- >0 COORDINATING ALL DETAILS OF ROOF CURB WITH ROOF OA OUTSIDE AIR C '� d z CONSTRUCTION. REFER TO STRUCTURAL PLANS FOR SUPPORT AT 0 w uj ROOF OPENINGS. ON EXISTING BUILDINGS, ROOF CURBS SHALL z EXHAUST GRILLE/RETURN REGISTER OAI OUTSIDE AIR INTAKE a Z J N NOT BE RE-USED. SYMBOL LIST NOTES: a PSI POUNDS PER SQUARE INCH Q 0 rr 9. ALL HVAC EQUIPMENT SHALL BE UL LISTED. 1. SYMBOL LIST SHOWN IS FOR GENERAL REFERENCE ONLY. PSIG POUNDS PER SQUARE INCH GAUGE >1 w Q z p a THE PRESENCE OF A SYMBOL DOES NOT IMPLY ITS USE RA RETURN AIR m a U I Q 10. ALL EXPOSED DUCTWORK DIFFUSERS, GRILLES, HANGERS, ETC. ON THIS PROJECT. REFER TO DRAWINGS FOR SPECIFIC x SYMBOLS USED. RTU ROOFTOP UNIT F u! SHALL BE PAINTED BY GENERAL CONTRACTOR. PAINT SHALL p i NOT EXCEED A FLAME SPREAD OF 25 AND SMOKE SEER SEASONAL ENERGY EFFCIENCY RATIO 0< DEVELOPMENT OF 50. Et • SIP STACTIC PRESSURE O< 11. ALL DUCTWORK AT SALES, PRE-SALES AND RECEIVING AREAS SHALL T THERMOSTAT z�' MAINTAIN A UNIFORM CLEAR HEIGHT FROM FINISHED FLOOR TO HE UNDERSIDE HVAC ZONING PLAN 13 OF DUCT. ALL DUCTWORK TRANSITIONS SHALL OCCUR AT THE TOP OF THE DUCT. HVAC OCCUPIED/UNOCCUPIED SCHEDULE UH UNIT HEATER m�O�OR<o 0 0 THE ENTIRE DUCTWORK ASSEMBLY SHALL BE INSTALLED AS HIGH AS POSSIBLE SOURCE:VER.1.2013 NONE o I I VIC VIBRATION ISOLATION CONNECTION �2 m TIGHT TO THE UNDERSIDE OF HE ROOF STRUCTURE WITH THE FOLLOWING DAY UNIT OCC UNOCC �(l �m z�� MON.-SAL RTU-1 7:ODA 11:OOP WB WET BULB I I I a LIMITATIONS: ALL DUCTWORK IN THE SALES, PRE-SALES AND RECEIVING AREAS a m z RTU-2 7:ODA 11:OOP WC WATER COLUMN 00 0,�z o 0 SHALL BE MOUNTED AT A MINIMUM OF 17'-0" AFF AND A MAXIMUM OF 18'-0" a O- AFF MEASURED TO THE UNDERSIDE OF DUCT. IF THE AFOREMENTIONED DUCT RTU-3 7:ODA 11:OOP I o o: DUCT HEIGHTS CANNOT BE ACHIEVED DUE TO EXISTING CONDITIONS, THEN �.. -� ® ® ® RTU-4 7:ODA 11:OOP WG WATER GAUGE LLJ m 0 CONTACT THE BED BATH &BEYOND CONSTRUCTION PROJECT MANAGER FOR AN RTU-5 7:ODA 11:OOP 4120 CFM RETURN 3120 CFM SUPPLY 1700 CFM SUPPLY RTU-6 7:ODA 11:OOP APPROVED LAYOUT. 650 CFM 650 CFM 4120 CFM RETURN 3120 CFM RETURN 1700 CFM RETURN TYPICAL FOR RTU-2 THRU 5 EXHAUST EXHAUST DAY UNIT OCC UNOCC 12. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED TO SUN. RTU-1 8:ODA 9:OOP DISTRIBUTION. CONFORM TO SMACNA STANDARDS. T RTU-2 8:OOA 9:00P PrototypeVer.1.2013 10/15/13 RTU-3 8:ODA 9:OOP 13. VENTILATION REQUIREMENTS: - ._. RTU-4 B:ODA 9:OOP PERMIT 07/03/14 * RETAIL AREA — 0.24 CFM/SQ FT R001 RTU-5 8:ODA 9:0OP BID *OFFICE AREAS - 15 CFM/OCCUPANT RTU-6 8:ODA 9:OOP *TOILET ROOMS- 75 CFM PER WATER CLOSET OR URINAL *BASED ON ASHRAE STANDARD 62.1-2004 TEMPERATURE SETPOINS(ALL UNITS): 14. THE TOTAL SYSTEM CAPACITY IS BASED ON HISTORICAL Heat Cool DATA FROM BBB. THE INTERNAL EQUIPMENT HEAT GAIN AND AND LIGHTING REQUIRMENTS ARE AS FOLLOWS: " —' F-�- OCC: 68 74 y UNOCC: 58 84 * BRIDAL- 200 WATTS RETAIL AREA. RETAIL AREA OFFICE AREA CASH OFFICE BREAK ROOM * CUSTOMER HOLDS- 0 WATTS * WOMENS ROOM - 0 WATTS THE SUPPLY FAN IN EACH ROOFTOP UNIT SHALL RUN * MENS ROOM - 0 WATTS * GENERAL OFFICE - 1000 WATTS CONSTANTLY DURING OCCUPIED MODE AND UPON * MANAGER OFFICE - 300 WATTS DEMAND DURING UNOCCUPIED MODE. * BREAK ROOM - 00 WATTS CASH ROOM 600 WATTS Mezzanine NOVAR IS RESPONSIBLE TO COORDINATE ACTUAL STORE * - * ASSISTANT MANAGER - 300 WATTS OPENING AND CLOSING HOURS. * SALES- 1.0 WATTS/FT2 PRCH.PROJECTp ggIECTp *LIGHTING- 1.4 WATS/FT2 OCCUPIED AND UNOCCUPIED HOURS WILL BE 2 HOURS BEFORE XXXXXX 15. THE HVAC SYSTEM CONSISTS OF ROOFTOP GAS-FIRED AND 1 HOUR AFTER STORE OPENING AND CLOSING. THE STORE D N: cNBCKBD HEATING, DX COOLING PACKAGED UNITS. EACH UNIT WILL MUST CONTACT THE CORPORATE OFFICE IN ORDER TO CHANGE THE JW SS "a HAVE A 100%ECONOMIZER WITH GLOBAL ENTHALPY CONTROLLER. T OCCUPIED/UNOCCUPIED TIMES. UNITS 10 TONS AND ABOVE SHALL BE EQUIPPED WITH POWER T y EXHAUST. UNITS 7.5 TONS AND BELOW WILL BE EQUIPPED TOILET AREA/ TOILET ROOMS/ S�ONAL P WITH BAROMETRIC RELIEF. OFFICE/CORRIDOR ELECTRICAL JANIO ROOM 'B F �Ec ER 16. EXHAUST FANS ARE CONTROLLED AUTOMATICALLY THROUGH NOVAR. 17. SUPPLEMENTAL ELECTRIC OR GAS HEAT IS PROVIDED IN 12 75 CERTAIN AREAS. First Floor First Floor ��9r 7"'"�`'gp 18. RETURN DUCTWORK SHALL BE PROTECTED DURING F OF CONSTRUCTION. COVER THE RETURN AIR OPENING WITH J. CHEESECLOTH DURING CONSTRUCTION. 19. ONCE THE CONCRETE FLOOR SLAB IS POURED, IT MUST BE KEPT CLEAN, FREE OF DUST, PAINS, STAINS, AND TIRE MARKS, UP UNTIL PUNCHUST. THERE SHALL BE NO STORING OF MATERIALS oRnxpHc nnc: ON CONCRETE IN AREAS TO RECEIVE HE CONCRETE FINISH TREATMENT. ALL LIFTS SHALL BE DIAPERED ( TO PREVENT LEAKING MECHANICAL FLUIDS FROM REACHING THE FLOOR) AND USE NON-MARKING TIRES. GENERAL 20. CONTRACTOR TO ADD MARKINGS ON DUCTWORK TO INDICATE WHICH INFORMATION RTU IT'S SERVING. PAINT MARKING ON BOTTOM SIDE OF RETURN '.AIRFLOW RISER DIAGRAM 03 THERMOSTAT SETTING 02 WITH 6"HIGH BLACK LETTERS. o SOURCE:VIER.1.2013 NONE SOURCE:VIER.1.2013 1 NONE NOTES _ a o � - NOTES FOR THIS DRAWING Od C 1. DUCTWORK SHALL BE INSTALLED SUCH THAT BOTTOM OF THE DUCT L�O W WILL REMAIN AT A CONSTANT ELEVATION.ALL TRANSITIONS WILL OCCUR T_Zv AT THE TOP OF THE DUCT. H l H) B C D E 2. BBB HAS ENTERED INTO A NATIONAL ACCOUNT WITH LENNOX. } ? 7 ROOF TOP UNITS SHALL BE AS MANUFACTURED BY LENNOX,NO ,A W OTHERS WILL BE ACCEPTED. 's y J 3. ALL SUPPLY,RETURN AND AREA CEILING EXHAUSTAIR DUCTWORK SHALL BE �-- F INSULATED ABOVE OFFICE AREA CEILING AND IN ALL VERTICAL CHASES. O 4. PROVIDE VOLUME DAMPERS AT ALL BRANCH TAKE-OFFS. DESIGNER NOTE CHECKLIST I � I 0 5. CUT ROOF SYSTEM THE SIZE OF THE SUPPLY AND RETURN DUCT OPENINGS ONLY. THE ROOF DECK AND INSULATION SHALL REMAIN gggR _ -- � Z BENEATH THE RTC,WITHIN THE CONFINES OF THE RT CURB. 6. RECTANGULAR DUCTWORK FROM ROOFTOP UNITS SHALL BE LINED FOR 0 7 - MINIMUM OF 10'-0"FROM RTU WITH 1"INTERNAL DUCT LINER. 3 7. DUCT SIZES SHOWN ON DRAWING ARE CLEAR INTERNAL SIZES. S ( ALLOW AN ADDITIONAL 2"FOR INTERNAL DUCT LINER. REFER Itl d RECEIVNG DAREA2) 1H TO PROJECT MANUAL FOR INSULATION MANUFACTURER. ' 0 16 1 4 2 © 8. REFER TO DRAWING M3.1 FOR DUCT BRANCH TAKE-OFF DETAILS. 6k 0 - / PRE-SALES"A" 9. THE SPACE TEMPERATURE SENSOR SHALL BE LOCATED IN THE RETURN =€€I C 11� AIR DUCTWORK.REFER TO DRAWING 09/143.1.IL }<W- IL 10."NOT USED" '�sf 0 11.CONTRACTOR SHALL SUBMIT A CERTIFIED TESTING AND AIR BALANCE REPORT kI}yF vJ (TYP.OF 6) BASED ON THE ALL DESIGNATIONS.SEE PROJECT MANUAL SECTION 15500 FOR `7t� Z LS 4 0 - 10 10 NATIONAL ACCOUNT VENDOR. S IIII i':vP. OF 2) 10 14 12.CONTRACTOR TO LOCATE ALL AIR HANDLERS AND DAMPERS NO MORE THAN 12 W it 5 1 I¢3-� -18/14 24/116 RTU 1 INCHES ABOVE THE CEILING. g ZZ �-I 4 5Qi 0 a 21/15�._ _ _ U _-_- 26/i6 24/1 I I I I ZD C J N> KEY NOTES (SYMBOLS ETC.) Y Q O a 1. PROVIDE 1"OIAMETER PVC CONDENSATE DRAIN VATH MINIMUM 2" dj W aO P:OF 4) ,'� '.6/14 DEEP SEAL TRAP,ONLY IF EQUIPMENT IS NOT SUPPLIED WITH }r F BUILT-IN TRAP SYSTEM. IF CONDENSATE DRAIN IS LOCATED ON 0 w \{1� THE UPHILL SIDE OF THE UNIT THEN DRAIN SHALL EXTEND A U F � ,� 18 4 III MINIMUM OF 3'-0"BEYOND THE DOWNHILL SIDE OF THE UNIT. O ZU �� CONDENSATE PIPING SHALL BE SUPPORTED ON PIPE STANDS (n aI I- _ (SIMILAR TO GAS PIPING-REFER TO 18/P3.1).CAP ALL UNUSED m Z W N Q ' CONDENSATE DRAIN FITTINGS. TYPICAL ALL UNITS. WHEN L O X REQUIRED BY CODE,CONDENSATE PIPING SHALL BE EXTENDED AS W i - - - ----- C�- .W - --•- --- -G6-- -- - REQUIRED TO DISCHARGE INTO THE SANITARY SEWER SYSTEM 4j THROUGH AN APPROVED INDIRECT CONNECTION OR AN APPROVED 9) L) Y ILL DRY WELL. Q Q p 2. 4"DIAMETER TYPE"B"GAS FLUE UP THRU ROOF. PROVIDE ROOF O .y d THIMBLE,TALL FLASHING CONE,STORM COLLAR AND UL STORM PROOF CAP. FLUE BY SELKIRK METALBESTOS OR EQUAL OFFSET O Z SALES AREA J ) 14/1 al FLUE TO RISE MINIMUM OF 10'FROM ROOF EDGE. -0 Z Q J (G d y O 14/1 w 3. WALL SENSOR FOR UH-1. MOUNT ON WALL WHERE SHOWN AT 48" O } LaL K K AFF. PROVIDE 2"X 4"STEEL JUNCTION BOX AND 1/2"EMT T Z Z 0 a CONDUIT FOR WALL SENSOR WIRING EXPOSED ON WALL. ROUTE N p Q F J 1 HORIZONTAL PORTION OF CONTROL WIRING CONDUIT AS HIGH AS U (TYP•OF 8 POSSIBLE TO UNIT HEATER. m a c F N 18/1 (TYPI OF 1. 4. MOUNT BOTTOM OF UNIT HEATER AND ACCESSORIES AT 12'-0" 0 Z �/ - -® - - - - - - -- A.F.F.UNIT HEATER TO BLOW AIR TOWARDS RECEIVING DOOR.UNIT (Y\ V^ 0 L J HEATER TO BE PLACED WITHIN THE RECEIVING AREA FURTHEST \l x 1 RTU RTU AWAY FROM THE RECEIVING DOOR.ON A NON-PROTOTYPICAL Q G • RECEVING AREA CONFIGURATION,FINAL UNIT HEATER LOCATI N TO IO O V 5 5 2 q 5 BE APPROVED BY BED BATH k BEYOND APM.SEE UNIT HEATER = z U 6 24/11 MOUNTING DETAIL 13 ON SHEET M3.1. O U❑.I ro ... .,... 5. PROVIDE DUCT DROPS FULL SIZE FROM UNIT CURB OPENING. m EE as o 0 0 TRANSITION AS REQUIRED TO DUCT SIZE/DIFFUSER BOX SHOWN O ON PLANS.TRANSITIONS SHALL BE MADE IN ACCORDANCE ^^ `°i1 '�DO co 20/1 WITH SMACNA STANDARDS. VERIFY RTU CURB OPENING ( ) ) III Do co SIZES AND CONFIGURATION WITH RTU MANUFACTURER. ¢w Z�^ : a0CL O� 6. MECHANICAL SUBCONTRACTOR SHALL PROVIDE A LAMINATED 0-�j Z ODp o PLAN OF RTU LOCATIONS AND MOUNT ON WALL ADJACENT o p LO O m:.�'.. 814 _ - - _- - TO NOVAR. I I 1 mU 1' V 7. AIR CURTAIN WILL BE INTERLOCKED WITH THE NOVAR CONTROL I I I ® J 1 R U SYSTEM.COORDINATE EXACT REQUIREMENTS WITH ELECTRICAL m --------14/1 SUBCONTRACTOR.MOUNT NOVAR SENSOR(WTS-10)ON SERVICE CORE WALL.SEE DETAIL 3/A9.1 FOR MOUNTING LOCATION. M3. I I 46/I6 S. NOVAR INDOOR HUMIDITY SENSOR TO BE LOCATED IN THIS AREA DISTRIBUTION: WTE: I I _ _ 1 RTU AT 14'-0"A.F.F.OR AS REQUIRED BY NOVAR. PrototypeVer.1.2013 10/15/13 2:2 = _ _ I 02 \ _ ❑n 6 6 18 14 26 i6 1'8 14 9. RTU-6 SHALL BE PLACED 10'-0"FROM ANY ROOF EDGE AND 10'-0" - FROM ANY EXHAUST FAN DISCHARGE TO THE FRESH AIR INTAKE AND TO PERMIT 07/03/14 I i I BE LOCATED WITHIN THE FOOTPRINT OF THE OFFICE CORE BELOW. BID X X F 8) 1Vb02 SENSOR TO BE LOCATED IN THIS AREA AT 14'-0"A.F.F. EF INSOR PROVIDED BY NOVAR AND INSTALLED BY ELECTRICAL XX/X I - 2 I 1.3 Al_ CONTRACTOR: 11. DUCTWORK OVER TO MEZZANINE.SEE M3.1 FOR CONTINUATION. JI 'L1.N fV,l'IIIII (III III IIII (IIII I IIIIIII III W / I }I IIIII II1111'illlllllllllll11111 II IIIIIIIII IIIIIIIAll 11III II0.7 l IIAIIIIIIIIIIIIIIIII1111 0.6 I I ARCH.PR-X I BBB PROJECTN XXXXXX DRAWN: CHECKED: I I \ONAL F A A.1 A.6 A.7 A.8 8.3 B.7 C.2 C.4 D D.2 E F��EG eR o �y 12775 s, 7-9-?y9 SA.7rP OF 0P p FR J. e� DRAWING TILE: ECHANICAL FLOOR PLA PLAN FLOOR PLAN 02 M2"1 IF 0 SOURCE:VER.1.2013 I i NOTES l ROOFTOP UNIT i" INTERNAL �O N RNAL DUCT NOTES FOR THIS DRAWING Q¢� ROOF TYPICAL FOR SUPPLY& RETURN LINER 1. FLEXIBLE DUCTS SHALL BE INSTALLED TO PROVIDE SWEEPING O RECTANGULAR TAKE-OFFS FOR TWO CONFIGURATION WITH NOT LESS THAN MANUFACTURER'S a - BAR JOIST DUCT LINER INTERRUPTION RECOMMENDED BEND RADIUS WITHOUT UNDUE OR RESTRICTIONS,DEVICES O PER SMACNA STANDARDS BUT NOT CREATING UNNECESSARY SAGS OR CURVES. FLAT �O B-LINE B24 STRUT BOLTED ' ALL AROUND BANDING MATERIAL NOT LESS THAN 1-1/2" WIDE SHALL TO BAR JOIST. BE USED TO SUSPEND FLEXIBLE DUCTS. DUCTING FURNISHED WITH $ suPPw REruaw FACTORY INSTALLED GROMMETS SHALL BE SUSPENDED BY WIRES a RECTANGULAR DUCT �� Return uct al ATTACHED TO GROMMETS. REFER TO PROJECT MANUAL. 3 SUPPORT FROM STRUCTURE AS REQUIRED BY SMACNA51 TYPICAL. 2. CONTRACTOR SHALL SUBMIT A CERTIFIED TESTING AND AIR BALANCE F 45'LEAD-IN � �1/4 OF W BELLMOUTH ABRUPT ENTRANCE REPORT BASED ON THE RTU DESIGNATIONS. SEE PROJECT MANUAL S9 -� (4" MIN) SECTION 15500. DESIGNER NOTE CHECKLIST PER SMACNA STANDARDS MOUNTING OF DUCTWORK IS -6" (NO SCREEN) L L NOT TO BE ATTACHED TO DAMP _� W �- DUCT 9 ¢ Ir If `i V ��,,,,�� a g ROOF DECK. 24" `'mow KEY NOTES (SYMBOLS ETC.) o 2 MIN.~ is 1 ! Notes: BRA 1.MOUNT BOTTOM OF UPPLY D RET RN DUCTWORK MIN. 17'-0" A.F.F., MAX. OF 18'-0" A.F.F. B"o 18/14 1. 12"X10" SUPPLY DUCT SHALL DROP IN CHASE TO FIRST FLOOR. z w5 C ® 2. THE MECHANICAL SUBCONTRACTOR SHALL UNPLUG THE "A2" RETURN CT ALLATION 20 BRANCH DUC AKE-OFF DETAILS 19 TYPICAL RA DUCT OPENING DETAIL 18 AIR TEMPERATURE SENSOR IN RTU-6 AND INSTALL WTS-UVC WHERE PROVI SOURCE:VER.1.2013 NONE - SOURCE:VER.1.2013 NONE SOURCE:VER.1.2013 NONE 1 SHOWN AT 48" AFF. DE 2"X4" JUNCTION BOX AND 1/2" EMT CONDUIT FOR WALL SENSOR WRING. y PROVIDE STRUT AT TOP AND BOTTOM OFFSET FLUE TO PENETRATE 3. 12"X12" EXHAUST DUCT UP TO EF-1. OF BAR JOIST TO SECURE FLUE. ROOF ROOF ®MIN. 10 FEET FROM ROUND SHEET VOLUME DAMPER WITH (D+2) X (D+2) X (D+2) EXTEND STRUT OVER.TO ADJACENT ROOF EDGE 18/18 4. 12"X12" EXHAUST DUCT UP THROUGH SECOND FLOOR TO EF-1. 9 METAL DUCT 3/8" LOCKING QUADRANT DIFFUSER PLENUM WITH BAR JO!ST. CLAMP FLUE TO STRUT THREADED ROD TO BE SCREWED 5. 12"X12" EXHAUST DUCT UP TO EF-2. Y WITH PIPE CLAMP. INTO FACTORY PROVIDED SPOT 10"m __ AND END BEARING 1" LINER OR DIFFUSER NOT 2 S ° H� NECK SIZE (WHICH EVER THREADED ROD 6. PROVIDE BOO SIDEWALL RETURN GRILLE AS HIGH AS POSSIBLE, RECTANGULAR MAIN IS LARGER) -- -12 4 BO TIGHT TO BOTTOM OF STEEL. .{a SUPPLY AIR DUCT \ PROVIDE LOOKWASHER AT AL PLASTIC BUSHED NUT 20/16 7. MECHANICAL CONTRACTOR TO RELOCATE "A2" RETURN TEMPERATURE Q} W/1' INTERNAL y jI SENSOR IN FILTER SECTION OF THE RTU. SENSOR TO BE RELOCATED $ N \ � BOLTED CONNECTIONS w_ DUCT LINER. I ` WASHER EF 1 "� _ ® e WITHIN 6" OF THE RETURN AIR DUCT OPENING. WIRED BY ELECTRICAL ,3 D t 1(XX XX} K } 2 5 CONTRACTOR. K } \ UNISTRUT J B. SEE SHEET M2.1 FOR CONTINUATION OF DUCT. _ \ N y X � 0 FLEX DUCT K' a ~'i, UNIT HEATER 10 10 C J Q Q DIA. .,D,. !.I N Y w N N W 0 LING w SPIN-JE AR C A I THRU BOLT ROD H WITH - TO STRUT 0 rI u 4 W I'1 NOTE: SUPPLY AIR DIFFUSE (D z W m 1. SEE FLOOR PLANS AND SQUARE NECK. SEE SPAN BAR JOISTS WITH 0 0 r FOR DUCT INSULATION REQUIREMENTS. SCHEDULE FOR FRA 2. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 4'-0" CONFIRM CEILING TYPE ON B-LINE UNI FOUR POINT SUSPENSION SECURE STRUT WITTHH B BOOLT, N o 0 ARCHITECTURAL PLANS. CONSISTING OF FOUR (4) 3/8" WASHERS AND NUTS >, J Q 0 THREADED ROD. 60'DOWNTURN O a - y NOZZLE O Z U) UNIT HEATER -0 z Q .I a OFFICE/CEILING SUPPLY AIR DIFFUSER 14 UNIT HEATER MOUNTING DETAIL 13 MEZZANINE PLAN 12 Q 0 SOURCE:VER.1.2013 NONE SOURCE:VER.1.2013 NONE SOURCE:VER.1.2013 1/8"=V-0" O w Z Z a ROOFTOP UNIT m a V 1 Q w NOTE: AAIR UPPLY AND RETURN X 0 UNIT BASE EQUIPMENT SHALL BE ANCHORED TO DUCTS SHALL BE rl \WITHSTAND TOTAL WIND LOAD AT 120 MPH AME SIZE AS ROOFSEAL ALL AROUND WITHURB DUCT OPENINGS. ELASTOMER GASKE } o 0 TWO(2) #12-24-1" 10.0 a0 HWH TEK 5 THRU TWO (2) #12-24-1 1/4" w ¢ N HWH TEK 5 SCREWS TITUS MODEL DL CURB TO ATTACH - SIDEWALL DISCHARGE m wo o 0 0 STRAP TO CURB7��7 TURNING VANES- � ROOF DAMPERDIFFUSE W/VOLUME m a m'cCao coo 16 GA. 090 GALV. STEEL w z co m NAILER STRIP STRAP ®2'-0" O.C. �� ¢o-o RIGID INSULATION S - �� RECTANGULAR SHEET METAL BOOT - o it rn rn ICKET BY G.C.C. )�=:;1_-=!"-- I DUCTWORK AT 30'ANGLE ' ' I m oCURB RETURN AIR OPENING ROOF CURB SHIM AS REQUIRED MUST BE LOCATED NOTE: TO LEVEL UNIT PERPENDICULAR TO - _ MATERIALS AND INSTALLATION FLOOR BETWEEN - i SHALL BE PER UMC STANDARDS17' 0" A.F.F. ANDJOIST(TYP) _- "sTw DATE SPACER BLOCK ROOF DECK 18' 0" A.F.F. -�' 7 O -RECTANGULAR DRANCH FOR �,- GunoN: METAL DUCT OR ROUND, OR R.A. DUCT DROP Prototype Ver.1.2013 10/15/13 DUCTSOX. SEE PLANSFOUR --I ® FULL SIZE S.A. SIZE RETURN AIR PERMIT 07/03114 RTU FRAMING, REFER -NOTES: DUCT DROP I OPENING SEE TO ARCH. AND 1/2" 0 BOLTS, NUTS AND NOTE: DO NOT RETURN TEMPERATUR SENSOR RELOCATED BY 7. MOUNT BOTTOM Of SUPPLY DUCT MIN. 1T-0" A.F.F. MAX 18'-0" BID X/XX/ DETAIL 18 STRUCT PLANS WASHERS 024" O.C. MIN INSTALL BIRD MECHANICAL SUBCON OUNTED IN OR i'-0" ABOVE THE LIGHT FIXTURE REFLECTOR. PERFORATED p X/XX/X THREE (3) PER UNIT SIDE SCREEN AT RETURN SIDE Or'"DUCT. (SALE RE U ITS ONLY) 8 J STEEL AIR OPENING ROOF BAR JOIST. EQUIPMENT/CURB ANCHORING 10 ROOFTOP UNIT ON 09 DISTANCE SHALL DEFLECTOR NOT IMPEDE S.A. DUCT SOURCE:VER.1.2013 NONE SOURCE:VER.1.2013 NON[= 12/1 AIRFLOW TRANSITION •° ADJUSTABLE DRUM SEE DETAIL 12/A8.1 ® LOUVER SUPPLY AIR \-SUPPLY DIFFUSER BOX. MOUNT AS FOR MOUNTING GRILLE (4 SIDES) HIGH AS POSSIBLE BELOW BOTTOM OF JOIST. 09 M3.1 e/e FLEXIBLE CONNECTION •+ $DES CONDENSATE TRAP WITH MINIMUM Rooftop unit ON RETURN AND SUPPLY DUCTS Li 4" DEEP SEAL TRAP AND VENT NOTES: ARXXXXXX Cw,r EITa III PRIJECTM DUCT DROP FROM FULL SIZE ROOF - DO NOT INSTALL FLEXIBLE DUCT CONNECTIONS FOR S.A. & DRAwN: Roof CURB DUCT OPENING - - R.A. DUCTS JW cSS rceo a - CONTRACTOR SHALL PROVIDE AUXILIARY STEEL CHANNELS, ANGLES, R CURTAIN, TO BEIO I AND/OR UNISTRUT AS REQUIRED TO SECURELY SUPPORT THE ' JOIST(TYPICAL) A e 8 S.A. DUCT, DIFFUSER BOX, AND GRILLES FROM THE ROOF �S10NAL F H I DDEN FROM EXTER R SUPPLY DUCT -RETURN AIR DUCT BEYOND VIEW TO THE GREATEST ° STRUCTURE. PROVIDE VIBRATION ISOLATION FOR SUPPORT Fa`pE° ERo EXTENT POSSIBLE FRAMING. i7 II SIZE AS.NOTED ON PLANS : /0 - SUPPLY DIFFUSER BOX PROVIDED BY LENNOX FROM: '75 R. �'� CURBS PLUS, INC. 1200 sr 7"3_2� FACTORY INSTALLED CARLINE ROAD ROSSVILLE, GA ,y�qTF aF 1pP�O i DISCONNECT \ TELEPHONE # (706) NpOZ J�P� 858-1188 MODEL# DLPD DUCTS, DIFFUSER BOX & DRUM LOUVER SHALL BE OF SIZES TURNING VANE (TYPICAL) AS RECOMMENDED BY MANUFACTURER FOR CFM AND RTU OPPOSEd BLADE DAMPER(TYPICAL) MODEL LISTED FOR RTU-1 THRU 5 SUPPLY DIFFUSER BOX Notes: STATIC PRESSURE SHALL NOT EXCEED 0.45" FOR LISTED DRAWING TILE: 1. LINE THE SUPPLY AIR DUCT FOR A MINIMUM OF 10'-0" FROM RTU. LINE ALL RETURN AIR DUCTWORK. - CFM. 2. FACTORY INSTALLED SMOKE DETECTORS ARE PROVIDED IN RETURN OF THE RTU. i MECHANICAL IF REQUIRED BY LOCAL CODE, PROVIDE SMOKE DETECTOR IN SUPPLY DUCT, ENLARGED PLANS _ AND DETAILS ROOFTOP UNIT SECTION T 04 AIR CURTAIN 03 FIRST FLOOR PLAN 02 DROP BOX DIFFUSER DETAIL (ALT.) 01 _ _ eM3 SOURCE:VER.1.2013 NONiw SOURCE:VER.1,2013 NONE SOURCE:VER.L2013 1/8"-1'-0' SnI IRCE:VER.1,2013 NON" ROOFTOP UNIT SCHEDULE vi AREA r4l LATION SUPPLY FAN GAS HEAT COOLING COIL COMPRESSORS ELECTRICAL EQUIP OPER ACCESSORIES NOTES 0 ID MANUFACTURER MODEL NO. SERVED MAX OA TOTAL ESP MOTOR INPUT OUTPUT NOMINAL TOTAL SENS EAT NO RLA EER/LEER WEIGHT CFM CFM IN W.G. HP MBH MBH TONS MBH MBH DB/WB VOLTS PHASE HERTZ MOCP FLA /SEER LBS. 1 O h RTU-1&4 LENNOX LGH150S4M RETAIL 1280 5000 1.0 5 156/230 125/184 12.5 137.4 135.7 80/63 2 8.2 480 3 60 35 7.6 11.0/13.1/--- 1680 1 THRU 11,13,1 ,15 THRU 11,13,14,15,16ul F RTU-2,3,&5 LENNOX LGH120H 4M RETAIL 890 4000 1.0 3 156/230 125/184 10 118.2 114.6 80/63 2 8.0 480 3 60 30 4.8 12.0/13.8/--- 1500 1 THRU 10,13,1 ,15 1 THRU 11,13,14,15 y1 Q RTU-6 LENNOX LGHO60H4E OFFICE 320 320 2000 0.8 1 105/138 84/110.5 5 59.7 56.7 80/63 1 7.2 480 3 60 20 3.7 12.7/---/17. 1015 1,3 THRU 12,1 15 1 THRU 15 5�5tt w ¢ NOTES: 1.STATIC PRESSURE INDICATED ABOVE IS THE EXTERNAL STA R S HICH EXCLUDES ANY PRESSURE DROPS WITHIN THE UNIT. ACCESSORIES'�(1.FACTORY INSTALLED ECONOMIZER(IAQ READY) WITH BAROMETRIC RELIEF, I- DESIGNER NOTE CHECKLIST O 2.UNITS SHALL BE OF SINGLE WALL CONSTRUCTION. UNITS SHALL BE COMPLETE WITH SIDE OUTLET DRAIN AND ACCESS DOORS. GLOBAL ENTHALPY CONTROL AND HOOD. W w 3.CONTRACTOR TO ENSURE THAT OUTDOOR AIR INTAKES ARE A MINIMUM OF 10'-0" AWAY FROM ANY EXHAUST FAN DISCHARGE, lk 2.POWER EXHAUST w m 0 PLUMBING VENT OR OTHER CONTAMINANT SOURCE. 3.FILTERS 3 4.MAXIMUM AIR VELOCITY THROUGH COOLING COIL SHALL NOT EXCEED 500 FEET PER MIN. 4.ROOF CURB- 14"HIGH z i3 $1 i'a S•r F5.PROVIDE 4 SIDED FACTORY ROOF CURB SUITABLE FOR SEISMIC CONDITIONS OF PROJECT LOCATION. (MECHANICAL CONTRACTOR TO DETERMINE IF SEISMIC CURBS ARE 5.BOTTOM POWER ENTRY KIT tY 0 REQUIRED.) A 6.SMOKE DETECTOR IN RETURN(ONLY)FACTORY INSTALLED. IF REQUIRED BY LOCAL CODE, THEN PROVIDE 6.ELECTRICAL CONNECTION TO BE SINGLE POINT AND TO BE THROUGH THE BOTTOM OF THE UNIT. SUPPLY DUCT DETECTOR. > 7.RTU TO RECEIVE 7" WC GAS PRESSURE FROM MAIN. 7.DISCONNECT SWITCH (NON FUSED), FACTORY INSTALLED 3 a 8.PERFORM TESTING AND BALANCING AND SUBMIT CERTIFIED REPORTS TO THE ENGINEER IN ACCORDANCE WITH SPECIFICATION. B.SERVICE OUTLETS(GFCI TYPE, FACTORY MOUNTED, FIELD WIRED BY ELC) 3 0 9.REFER TO ROOF FRAMING PLAN FOR EXACT LOCATION OF ROOFTOP UNITS. 9.EQUIPMENT OPERATIONAL CHECK(EOC)REQUIRED ON UNITS, COORDINATED BY LENNOX NATIONAL ACCOUNTS. owl 1 10.MECHANICAL CONTRACTOR SHALL AFFIX DESIGNATION DECAL ON EACH UNIT, WITH MIN. 4"HIGH REFLECTIVE LETTERS. DECAL SHALL BE PLACED IN DIRECTION OF ROOF HATCH. 10.2051 LOGIC MODULE AND ZONE TEMPERATURE SENSORS. ■ 0 11.ROOF TOP UNITS TO BE SUPPLIED THROUGH NATIONAL ACCOUNT AGREEMENT WITH LENNOX. REFER TO PROJECT MANUAL FOR CONTACT INFORMATION. 11.CONDENSOR HAIL GUARDS ON UNITS 13 TONS AND SMALLER. GUARDS TO BE FIELD INSTALLED. }� a 12.RTU-6 TO CONDITION SERVICE CORE AREA ONLY. 12.PROVIDE VARIABLE-SPEED ECM DIRECT DRIVE MOTOR FOR RTU-6. '�yy Z 13.INTERLOCKED WITH NOVAR OUTPUT#7. 13.PROVIDE MSAV(MULTI-STAGE AIR VOLUME)SUPPLY AIR BLOWER OPTION FOR RTU'S 1-5. F Q 14.ALL ROOFTOP UNITS SHALL BE FURNISHED WITH COASTAL PACKAGE(COATED COILS, PAINTED RAILS, ETC.)WHEN SITE IS LOCATED WITHIN 10 MILES OF THE COAST. 4 - T C S(FACTORY INSTALLED) Z 15.ALL UNITS SHALL BE HIGH EFFICIENCY UNITS FURNISHED WITH CHLORINE FREE R410A REFRIGERANT. 15.PROVIDE DRAIN PAN OVERFLOW SWITCH. 1k E 16.(2)CO2 SENSORS PROVIDED BY NOVAR. AT LESS THAN 800 PPM VENTILATION RATE WILL BE AT MINIMUM. ABOVE 800 PPM VENTILATION RATE SHALL MODULATE NOTE: TEMPORARY THERMOSTATS ARE NOT TO BE USED ON ANY p HIGHER UNTIL MAX. OUTSIDE AIR. PROVIDE CO2 SENSORS FOR RTU's 1 &4 ONLY. ALL OTHER ROOFTOP UNITS SHALL PROVIDE MAXIMUM OUTSIDE AIR DURING 8GG wra ROOFTOP UNITS WITH FACTORY INSTALLED NOVAR. �w OCCUPIED PERIOD.IF REQUIRED BY LOCAL CODE, THEN PROVIDE AT ALL UNITS. w Z �a 0 co U GAS UNIT HEATER SCHEDULE Q N N ID MANUFACTURER MODEL BTUH CFM GAS FLUE MOTOR WEIGHT ACCESSORIES LOCATION NOTES Y <0 0 w NUMBER INPUT OUTPUT CONN DIA HP VOLTS PHASE AMPS HZ (LBS) (A E i I_ UH-1 REZNOR UDSP-100 200,000 145,000 1750 1/2" 5" 1/2 115 1 10.5 60 275 1,2,3 RECEIVING 1 THRU 5 i w U w O (>n H q NOTES: ACCESSORIES 0 O R w 1.CABINETS SHALL BE CONSTRUCTED OF MINIMUM 18 GAUGE STEEL. FINISH AND COLOR SHALL BE TAN. 1.PROVIDE DISCHARGE WITH VERTICAL AND HORIZONTAL +' n Y 0 w 2.MOTORS SHALL BE PERMANENT SPLIT CAPACITOR TYPE. PROVIDE DISCONNECT. AIR PATTERN VANES ON LOUVER. % of Q u 3.UNITS SHALL HAVE BUILT-IN THERMAL OVERLOAD PROTECTION. 2.60 DOWNTURN NOZZLE. .,) d 0< j 0 4.UNIT HEATER TO BE PURCHASED THROUGH NATIONAL ACCOUNT AGREEMENT. REFER TO PROJECT MANUAL FOR CONTACT INFORMATION. 3.4-POINT SUSPENSION KIT. (Al 4 J 5.INTERLOCKED WITH NOVAR OUTPUT N B. .� Z 0 Q x a C } Z tL m2 T Z o a EXHAUST FAN SCHEDULE DIFFUSER, REGISTER AND GRILLE SCHEDULE 4) a U i ID MANUFACTURER MODEL NO. TYPE DRIVE CFM FAN S.P. MOTOR SERVICE INTERLOCKED WEIGHT ACCESSORIES NOTES ID MANUFACTURER MODEL SIZE DESCRIPTION NOTES �� XX i o RPM (IN. W.G.) HP VOLTS PHASE HZ WITH (LBS) Si TITUSE50F STEEL. SIDEWALL 2,3,8,12,13,14 I v^ Oz -V 0¢ EF-1 COOK ACE-D-120C11D ROOF DIRECT 650 1140 1/2 1/6 120 1 60 TOILET/ELEC.'S' ROOMS/JANITORS CLOSET Novar 70 1,2,3,4,5 1 Thru 6 o< • EF-2 COOK ACE-D-120C11D ROOF DIRECT 650 1140 1/2 1/6 120 1 60 BREAK &CASH OFFICE Novar 70 1,2,3,4,5 1 Thru 6 S2 TITUS STEEL. CEILING. 1,2,3,4,5,6,7,9,12 z wLLQocaOorn NOTES ACCESSORIES m }no moo 1.ALL FANS HAVE A DISCONNECT SWITCH. 1.Pre-Fab Curb R1 MS ALUMINUM CEILING. 1,2,3,4,5,6,7,10,12 0= woo 2.ALL MOTORS UNDER 1/2 HP SHALL BE 120V, 1 PHASE. ALL MOTORS 1/2 HP AND OVER SHALL BE 208V, 3 PHASE. 2.Disconnect Switch 3.ALL BELT DRIVEN FANS SHALL HAVE VARIABLE PITCH MOTOR PULLEYS. 3.Bird Screen m 0 o O m m 4.SEE SPECIFICATIONS FOR OTHER ACCESSORIES. 4.Backdraft Damper El TITUS ALUMINUM CEILING. 1,2,3,4,5,6,7,11,12 o 1 j 0 rn 5.EXHAUST FAN SHALL BE ENERGIZED AND DEENERGIZED WITH NOVAR OUTPUT#1. 5.Fan Speed Control LlJ m u 6.EXHAUST FANS SHALL BE MANUFACTURED BY COOK NO SUBSTITUTIONS. �!l NOTES TABLE 1 I I I 1.FLEXIBLE DUCTS CONNECTING THE DIFFUSERS SHALL BE FULL SIZE OF NECK DIAMETER. ROUND NECK SIZE SCHEDULE AIR CURTAIN CO2 DETECTION SEQUENCE OF OPERATION 2.MAXIMUM NOISE CRITERION RATING<25 DBA UP TO 175 CFM - 6"DIAMETER ID MANUFACTURER MODEL NO. CFM ELECTRIC HEAT MOTORS HP VOLTAGE PHASE AMPS LENGTH WEIGHT NOTES 3.BAKED ENAMEL FINISH, COLOR TO BE WHITE. oAre: ' RTU-1,4: CONTROL SHALL BE ON AN OCCUPIED/UNOCCUPIED BUILDING SCHEDULE THROUGH THE 176 TO 275 CFM - 8" DIAMETER oisrRieunoR. DOC SYSTEM. OCCUPIED MODE: MODULATE DAMPER TO CONTROL OUTSIDE AIRFLOW BETWEEN 4.DIFFUSERS SHALL BE 4-WAY BLOW UNLESS OTHERWISE INDICATED ON PLANS. 276 TO 380 CFM - 10" DIAMETER Prototype Ver.1.2013 10/15/13 AC-1 POWERED AIRE CED 2-72E 2159/1936 20 KW 2 1/2 480 3 32 72" 172 lbs 1,2,3,4 MINIMUM AND MAXIMUM AIRFLOW SETPOINTS AS NECESSARY TO MAINTAIN SPACE CARBON DIOXIDE 5.MOUNTING FRAME TYPE SHALL BE COORDINATED WITH CEILING CONSTRUCTION TYPE. 381 TO 500 CFM - 12" DIAMETER PERMIT 07/03/14 LEVEL SETPOINT MAXIMUM OF 800 PPM. UNOCCUPIED MODE: MAINTAIN MINIMUM AIRFLOW SETPOINT. 6.NECK DIAMETER SHALL BE AS SCHEDULED IN TABLE 1. 501 TO 700 CFM - 14" DIAMETER NOTES: 7.PROVIDE DIFFUSER BOX FOR SIDE INLET TO CLG DIFFUSER AND EXHAUST GRILLES BELOW MEZZ. FLOOR. t 8.SUPPLY DIFFUSERS INSTALLED ON EXPOSED RECTANGULAR DUCTWORK SHALL BE TYPE S1 TABLE 2 1 CITY COMMENT 08/22114 1.AIR CURTAIN IS TO O PURCHASED THROUGH NATIONAL ACCOUNT AGREEMENT. REFER TO SHEET A3.3 FOR CONTACT INFORMATION. DRUM LOUVER NECK SIZE SCHEDULE 2.TIED INTO NOVAR PROVIDED SENSOR AND INTERLOCKED WITH NOVAR OUTPUT//7. COMBUSTION AIR CALC FOR UNIT HEATER 9.SUPPLY DIFFUSERS INSTALLED ON ROUND OR FLEXIBLE DUCTWORK SHALL BE TYPE 52 3.FACTORY INSTALLED NOVAR ETM AND FAN SWITCH. 10.RETURN GRILLES SHALL BE TYPE R1 UP TO 400 CFM - 12"X6" 4.FACTORY INSTALLED DISCONNECT SWITCH. RECEIVING AREA= 1,155 SF. HEIGHT= 24'. VOLUME= 27720 CF. - 401 TO 649 CFM - 24"X6" 11.EXHAUST GRILLES SHALL BE TYPE E1 REQUIRED VOLUME= 50 CF PER 1,000 BTUH INPUT. 200,000 INPUT/1,000-50= 10,000 CF. OK 12.DIFFUSERS,REGISTERS AND GRILLES SHALL BE MANUFACTURED BY TITUS NO SUBSTITUTIONS. 650 TO 900 CFM - 20"X10" 13.NECK SIZE SHALL BE AS SCHEDULED IN TABLE 2 901 TO 1200 CFM - 30"X10" VENTILATION AIR CALCULATION 14.PROVIDE OPPOSED BLADE DAMPER FOR ALL TYPE S1 DIFFUSERS. SYSTEM TYPE AREA SERVED OCCUPANCY AREA WATER PEOPLE AREA OCCUPANT OCCUPANTS EXHAUST PEOPLE AREA BREATHING AIR ZONE ZONE SUPPLY SYSTEM %QA SYSTEM EXHAUST CLASSIFICATION SERVED CLOSET OUTDOOR OUTDOOR DENSITY (80% AIRFLOW RATE REQUIRED REQUIRED ZONE DISTRIBUTION OUTDOOR EXHAUST DESIGN SUPPLY REQUIRED OUTDOOR REQUIRED OTY AIRFLOW RATE AIRFLOW RATE DIVERSITY) OUTDOOR OUTDOOR OUTDOOR EFFICIENCY AIRFLOW AIR FLOW DESIGN AIR AIR AIR AIRFLOW REQUIRED (SOFT) (EACH) (CFM/PERSON) (CFM/SOFT) (*/1000SQFT) If (CFM/WATER (CFM) (CFM) (CFM) (CFM) (CFM) (CFM) (CFM) (CFM) (CFM) ARCH.PRoiecra ea PRaecra CLOSET) XXXXXX RTU-1 RTU Sales RETAIL SALES 3,755 7.50 0.12 15 45 342 360 702 0.8 878 6,000 5,000 18% 878 1 cRecxeo RTU-2 RTU Sales RETAIL SALES 3,781 7.50 0.12 15 45 342 363 705 0.8 881 4,000 4,000 22% 881 _ JW SS v RTUJ RTU Sales RETAIL SALES 3.425 - 7.50 0.12 15 41 - 312 329 641 0.8 801 - 4,000 4,000 20% 801 - RTU-4 RTU Sales RETAIL SALES 2,851 - 7.50 0.12 15 34 - 258 274 532 0.8 865 - 3,335 4000 20% 600 - ��S1CNAL E Receiving RECEIVING 1,155 - - 0.12 - 0 - 0 111 111 0.8 139 - 665 21% - G1 EI7.� i RTU-5 RTU Sales RETAIL SALES 3,825 - 7.50 0.12 15 46 - 348 367 715 owe 894 - 4,D00 4,000 22% 894 - /J 106 Men's Restroom RESTROOM 110 2 0 75 0 0 0 0.6 0 225 100 0% 150 1 )JSf) 107 Women's Restroom RESTROOM 121 2 0 75 0 0 0 0.8 0 225 125 0% 150 s I� 108 Customer STORAGE 40 - 0.00 0.12 0 - 0 5 5 0.8 6 - 50 12% - FgTf 1GP3-�Q 109 Storage STORAGE 49 - 0.00 0.12 0 - 0 6 6 0.8 7 - 50 15% - OF 112 Deluxe Bridal OFFICE 105 5.00 0.06 1 5 6 11 0.8 14 150 9% �J. 113 Customer CORRIDOR 181 0.00 0.06 0 0 11 1 11 0.8 1 14 50 27% RTU-6 RTU 114Stalr CORRIDOR 59 0.00 0.06 0 0 4 4 0.8 4 50 2,D00 9% V320 201 Store Manager OFFICE 77 5.00 0.06 7 5 5 10 0.8 12 155 8% 202 Aset Manager OFFICE 119 5.00 0.06 1 5 7 12 0.8 15 120 13% 203 Cash Office OFFICE 93 5.00 0.06 1 5 6 11 0.8 13 250 5% DRA'MRG 111a: 204 Break Room BREAKROOM 179 5.00 0.06 4 20 11 31 0.8 38 400 10% 205 General Office OFFICE 226 5.o0 0.06 5 1 6 14 19 0.8 24 430 6% MECHANICAL 2D6 Storage STORAGE 51 0.00 0.12 0 0 6 6 0.8 8 70 11% SCHEDULES Q SCHEDULES 01 M4.1-+ SOURCE:VER.1.2013 NONE 0 o W LU ❑B,r, dc',t axk acceAreWoamor ceolod. 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Z Fp ❑6.anaraa.eo n.dl..Mveeyy Idadol-teddnl«prdpba'geU-.A N Q ❑6. mmra.,dw lulu g pp, t LU neaml ddSc 9bme a me wM mrteearq tit. 3: IW Sae ev Q Y O o 2 LU>z c d �} Z J tia v Z O a U)Q C LL Od � w Q Z a IM a V x 0 Z 0 ❑ Piping Wthli,room re-11(Ill AHR1440 rau,e)entl.an vmalacn(wlth AHRle4c,an^a) . Z 0 Q Requlrements Specific To:RTUle- p Runamewn1n'srgm, X ❑1.Equlpmenl minimum amGency: 9lnple Peckepa Unit,10.90 EER ❑11,Opaelon and melnteneno,manual provided to blidd fig owner e COMcheck Software Version 3.9.3 ❑2.mtacmaa.rononnmrla regmr.e mrtm.bauon.ne.eMem. ❑2,11-.11. d%.has S-1 OW-na p v ❑3.crampeeatemprovide.aminetoreuay.exaaao.d rard.bdgeunomb-a- ExcapWW: O Mechanical Compliance Certificate ❑4 HapeabYp.e.prohbX dtrNe,..rMem x.,m.mpl,Cape a.-dirg areal-In aIdoymcedetic, att gtrirmp m.n..IpMnp.pver be..d hmmg.na paPlbp L�,l ❑a,Ha en,bypae.heed la 60%a toe soling aped, ❑ I~ �'>'�DD n ❑ .syeGelouupancy or epxlel appllcatlone wfiere wNetemperelro len9ea are na euepteble antl en apprwetl bylM nulMary I Y U m pp Raqulremanta Spaclfic To;RTU•2,3,AND a: hwlnel.dvalabn. ❑1,Equlpmenl mblmum..Genry: elrab Packeae Unlll 11.00 R ❑13.E.Icncngdeaa.proaded M.Foded ewlth INC III 2009 IECC EE Demnna WtWI Y.mu.nan(ocv)pm.m for Nan a.agn ro=trwdpv•ro..(ado permN1o00 nz m.Pea.sae nzLne..mea w❑2.rederebtl-rod-la rsgand br the leaned and a ndo. ❑1° t Win ❑O.Cadeit.1emprwmaxemwn.to.....o...aa-air donna eunpmlzx ocenbon. creme enY one altl an a held..mno'nlzar,2)avbmeac moaubwe-IWL.(tM PWaoor m,dampar,or 3)a a aalgn oumoor Do Section 1:Project Information ❑a,Hpt 9aa bro.m Pronrouee trdl.m aYel.md.a mtrmpla ewaatrmaan9«p=alm,ey.aapllr n,pamam^ :nalP,°,ral:brlMnwmam,. m �Q m Z ❑fi,Hot pasbypea Ilmlled d do%of Iota'cool^9 apatite Q Z^^ Project T,pa'.New Cpnetrucllon ❑ Sy,ed-txheelnaoven. m a O O ID Op Project TOO:Bed,Ben,,antl eayond Requirements Specific To:RTU-.: ❑ M.mpla¢ed ...Mm tlla zam a.t DOC alndal .communbenda Wtlecvno-ela 0.,pens. Otr n.Z=Consl dOWn sit.: oar.'IApedl; DealpnerlConn,.Oe: 0 1.SWIPmen M^ImumemGenryl Sldade Peeka9e Unll:SDDSEER ❑ 6yaema vdmedaelan ouboorelaaw lees non 12o0 am. m00 vw"w ❑R.ateprotea ecmomlzerbrequlredlw lMelocallpnaM eyclem. ❑ Bpaae where the supplyelroaw releminue any mekeuperoutaoino tranebr elrraV.lrvmenl la leaenen 120o rim, I I a1Mn'did 1Dvd ❑3.Coollrq labor provlea.a meena ro rNlea exceed euMoor ell tluriry aconomder opennon. ❑15.Motoriz^d,eutometic ehubXeampera rpulred en exheuel ens outdoor ell supply opening. Ex<eplbnIV m Rsqulremenla specific TO:PT: ❑ r.0ryd.mD r,ncaanMnmh,mal,mn 3a lmrmn Section 2:General Information ° naiou q�ymlpen,adt ma.m mmmam ama.zv rogareman: Np.maenav roalrem.nM lG wabr n..n,wan.wr.a.p.paGly ❑le orb breell P.1-1 nce-apnaaa BUIIXing Louden(Ipr wpplh.r ola): ales,Mahn lees lh .Palomellc unt Cllmab 2«rn: Sb 02.All piping In cOculelln9.snlem leddI ❑11.Exhaust air heatI—lncludedbr mneme ao00 I.or cellerwilh more..,Ill eaelde eft ItIdon ar ep-Ically exampled ❑S.Hotwaler Nore9e bmPoremrocnnlrola that allow eelpdn tlwellinp unto ens 110'f lu dwelllnp unlls. Excepfbn(a): Section 3:Mechanical Systems List ❑a.Aapmal=nor.danwia Manan•aaM ream.lnnnp ara ,.1aa^�n ❑ H.wrap,texWe.(.logy-1,ty.IManan anaapina,areal axn..a evel.m.1M11n.m1emallpnal M.rn.maa coon ProlotypeNVer.1.2013 10115/13 Y ❑6.CGdmis will anulollppwellan olarmlenng pump barren walernenler/bcllerena Dredge Janke w11Mn s minulee anal end of Maling proM1l0lb the tree of GnrYY rncoary eY.leme, Q.I Seet[6aSD1umIDAa eyae ❑ SydWre.enmg OF-.-are heeled ono del rowed 1.OW men 60'F. 2 RTU.1.4(Suite md.): Requlrements Specific To:water Heater 2: ❑ Whorn,«elan Sc pW-lpuh.r.mp«x.an^p an,,,1, mU^a tram slle recovered or sae ewer aner PERMIT 07/03/14 HmOnaI'I each 0lher.....CePWI"-23o MEM" ❑1.wabr healea equlpmenl meet,minimum ONdency egdIIW nb: No analend,requlnmema for decldc lnarenbnaous waer heeler. ❑ as W.-In d-de,wlth.11 then 3e00 HDo. eppllee ❑ .-di,aYteme lncllme eewGhe l Dmcedt ceding-I welAulb tamperal.re lea.then 94•F. Coolino:ttdE I3b,Gb Pel.kaE F,Fe,Lapacdy•13]Ic60AlrvCoolatl Cpndenmr,AlrErommizar ❑2.111.a Ppl.dde FIFlne In IneWatetl a Ema.nw=1vpp Eca pia��l:Moi°,:m.P�aeHP m:mod):P.«.. ❑ srabm.r.whma a.htrmm'Ina.non ln.Mmpby.dergr n=e..rrldaen..wlm nor anama=au. t CITY COMMENTS 08/22/14 rnn sy win.PA.SYSTEM f. 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Sated+FAN SYSTEM2--CW,OPFce(Molmmmmlaa PPI Pemm ❑a.Ladalcubllone per ASn-ACCA atonded 1tl3. ana one,alcW^ibne mbmllted Ath thie permit 0polcedon.The F.Paed mechanio^l.,d-lew bean aealgnetl m me.1 the COOD IECC <<'1. wmmetpc trot I�6 m s.eerpack o65'F(Me)eM06'F(eed)]tley des 2haurawppn overrde mheur be p repo lama snCOMvxnvk Vnry ur 3.9.3e tllp umaywtn nenanUa a,y nqu„menbr 11,Raquroner s Chnvkel. ! o PDYBrp anon^VAV.Opp LFM 90maprnemegeehp ❑ Cat-,iyeperatdeodrOa %puler Shcpnrd -c Nu��' D'� July 3,2014 o Initial.Zone). a Daredealr...aforvantatbna 59nelre ❑ eaten,apedeolroeucleeaee pnqu retlm Mmum Neme Title Dote nabrp nl me01en Gen Id,-pd..kBlvm ❑].R-6..DdY andW-air b.clldauletlen odedcndlN WArde as g. s M u°c.p.mv ep ke.m arcpp.d cand.dmr ArEanam:m Ra..ppy.dd rol,nera.p ma.aed ate a.n.eymne Section 6:Post Construction Compliance Statement "'- roV d m y 1-SEER qulrotl Enaency•IS..SEER RBineu elan between Mcleena M1e buntl ng anal orwhen ducts e,e pen ale bu tlmGaemmey P rSN,.y Fan Syaem.FAN SYSTEM 2-Ccmpllence(Mo rnan.pled HP-hod)Pmeae Eeaodd(a) IA ❑ DOO-Bled-rdalpmanl ❑ l.-d rdd,-ar of the anunl lnerellation,ayebm uatl0ee.cellbretbnlnformeaan,end pe,brmonasap fur encn epulpment ❑ antl extMortemperature dlXmen=a not exaaeinp iS'F. ❑ Pr n rovbetlbme owner by the mwhanlat conlreGur. FAN39uoPIy,SInpla 2ana vAV,4o00 CFM,3,Omdornameaete hp ❑B,M-Palcal faetena ad^eamte treed WWII dull,mtl airdl^Irlbutbn equipment ❑ Wanted HVAC belaorg andovert-repod pro lead me Mal owner. ' n1ed.Inn0llWlnal memo on dpltl tlucM;Irenevarea came on ell duce;UL l8fAu 181E tapes end media -,11,PROJECT# BSB PROJECT# nc slwe9a Wabr Heeler,Cepaclly:169nllone wl CbculeUon W mp ❑9.Duel^ee The above peat roneWellan roqulremanH M1nve boon cpmpletntl. 'W mlmmum emGaney reairemml maim ❑10 notwa0,aw Ine.bnon:1,61id I.,pipes e•1.61n.antl 2It.h opee>1.61n. xxxxxx C-w,ner/relrlgonn15 li,pipe I^eulatlan:na d.nd br plWr a=Ta In antl 1.51n.Iprpipee>1.61n. i Wcel 11 e,2: sbPWd(a lnaublbn:T51n. pp sa•1.61n.and 3ln for Ppee>1,S In. PdnGpal Ma<M1enlml OeclpnerName Slgnalure DEIe DRAWN: CHECKEDI El ecld4lnalemm�aoue WelerOl,e,-Cep,oie pnpone Eaaglon(aJ: for Npnllydm«„emaenay,oganlanl eypue. ❑ JW SS v FGn9 wltmn Hvac.q.Inmae. uleman lor-F . SS�ONAL F Section 4:Requirements Checklist ❑ Fl❑ Form nabmpltrroaon.ea 65ead h..bd M roofed Wei.,.able elnrav NAL iy 12775 s,7 29- 01 � qrf OF " J.sQ N DRAMNG TITLE: ENERGY COMPLIANCE FORMS i; COMPLIANCE FORMS 01 M5=1 1 0 SOURCE:VER.1.2013 NONE 1.ELECTRIC SERVICE-ELECTRICAL SUBCONTRACTOR SHALL PROVIDE UNDERGROUND ELECTRIC e SERVICES FROM UTILITY COMPANY USING CONDUIT WIRE(ALSO 1 SPARE CONDUIT),INCLUDING �z TRANSFORMER PAD AND OTHER UTILITY REQUIREMENTS. COORDINATE ACTIVITIES WITH THE �ry 'ryVRE SCHEDULE IDENTIFIER DESCRIPTION Cho a LOCAL ELECTRIC UTILITY COMPANY REGARDING ELECTRICAL SUBCONTRACTOR'S RESPONSIBLIRES IDENTIFIER DESCRIPTION LIGHTING ING FIXTURE �F 5 V FOR: A.PRIMARY CONDUIT AND WIRING CONDUIT HOMERUN-ABOVE FINISHED FLOOR C CONDUIT C�a B.SECONDARY CONDUIT AND WIRING 6 Z SYMBOL ID QTY DESCRIPTION VOLTAGE LAMPS MOUNTING MANUFACTURER CATALOG NUMBER REMARKS WATTS Q C.CONNECTIONS TO THE CT AND METER --- CB CIRCUIT BREAKER M S 22 AND FOR BALLAST CONDUIT HOMERUN-BELOW FINISH FLOOR 0 a 2.TELEPHONE SERVICE-ELECTRICAL SUBCONTRACTOR SHALL COORDINATE ACTIVITIES WITH LOCAL m A16 gg FLUORESCENT 16' 277 (4)F32T8/XL/SP%41/HL/EGO CABLE HUNG OPTIMUM NA7200 LOCATIONS REFER TO 145 C FIXTURE TELEPHONE COMPANY REGARDING CONDUIT WITH PULL STRING(INCLUDE ONE SPARE CONDUIT)FOR 15 -6" SHEET E2.3 DUPLEX RECEPTACLE,20A,120V-18"AFF C/7 CURRENT TRANSFORMER LSO O N TELEPHONE SERVICE INCLUDING FIRE AND SECURITY ALARMS TO REMOTE MONITERING FACILITY. 22 AND FOR BALLAST HUBELL#53621 w Al2 69 FLUORESCENT 12' 277 (3)F32T8/XL/SP%41/HL/ECO CABLE HUNG OPTIMUM NA1201 LOCATIONS REFER TO 113 E.A.S ELECTRONIC ARTICLE SURVEILLANCE 3.CIRCUITING FIXTURE 15'-6' SHEET E2.3 �GFI GROUND FAULT INTERRUPTING RECEPTACLE,20A, ' A.ALL POWER CIRCUITS IN EMT CONDUIT. - GROUND 120V-18"AFF EMT ELECTRICAL METALLIC TUBING d ? B.NO MORE THAN 3 CIRCUITS PER CONDUIT EXCEPT CIRCUITS FED WITH p12 THHN. WIRE SHALL A AS 10 FLUORESCENT 8': 277 (2)F32T8/XL/SPX41/HL/ECO CABLE HUNG OPTIMUM NA1202 22 77 ISOLATED GROUND RECEPTACLE,20A,120V-18"AFF p BE NO MORE THAN 9 CIRCUITS,UNLESS OTHERWISE NOTED ON PLAN. FIXTURE 15'-6" �IG ETR EXISTING TO REMAIN `h w C.NO MORE THAN 6 DUPLEX RECEPTACLES PER CIRCUIT .. HUBELL A IG5362(ORANGE) IR r �� D.MAXIMUM VOLTAGE DROP SHALL NOT EXCEED 29 FOR FEEDERS AND 3%FOR BRANCH CIRCUITS. M Q E.DO NOT SHARE CONDUITS WITH ISOLATED GROUND CIRCUITS C� A4 13 FLUORESCENT 4'� 277 CABLE HUNG �CL UNISTRUT MOUNTED RECEPTACLE,20A,120V FACP FIRE ALARM CONTROL PANEL qq F (1)F32T8/XL/SPX41/HL/ECO OPTIMUM NA1203 22 38 p W F.PROVIDE AT LEAST 20%NEUTRALS SPARE CAPACITY IN EACH LOCAL PANEL. FIXTURE 15'-6" G.DO NOT SHARE NEUTRALS AMONG CIRCUITS OF DIFFERENT LIGHTING CROUPS. - �CL2 DUPLEX OUTLET MOUNTED TO COLUMN A7 14'-6"A.F.F. DESIGNER NOTE CHECKLIST S� M � G,GND GROUND Y FLUORESCENT 8'. /X/ CABLE HUNG �Jl K BB 7 PRE-SALES FIXTURE 277 (2)F32T8 L SPX41 L CO 15'- 6" OPTIMUM NA1208 17,18,22 48 (,0q�- pDADRAPLEX RECEPTACLE,20A,120V-18"AFF 0 4.GROUNDING `N GFl GROUND FAULT CIRCUIT INTERRUPTER A.CONVENTIONAL EQUIPMENT GROUNDING IN ACCORDANCE WITH THE NECB.ISOLATED GROUNDING FOR CRITICAL LOADS INCLUDING,BUT NOT LIMITED TO,POINT-OF-SALE M FLUORESCENT 4" CABLE HUNG H SYSTEM AND OTHER SENSITIVE LOADS. REFER TO GENERAL NOTES. B4 1 277 (1)F32TB/XL/SPX41/HL/ECO OPTIMUM NA1209 17,18,22 25 THIS SYMBOL REPRESENTS A MULTIOUTLET GFCI GROUND FAULT CIRCUIT INTERRUPTER i PRE-SALES FlXTURE 15'-6" ARRANGEMENT SHOWN IN DETAIL 01/E1.1 75 U 5.LIGHTING AND CONTROLS 4'(4)LAMP CABLE HUNG. IG ISOLATED GROUND 1 X �+ Z A.CHARACTERISTICS-ALL LIGHTING IS 277V EXCEPT WHERE NOTED. Q BR-4 0 277 (4)F32T8/XL/S X41/HL/ECU OPTIMUM NA1212 17,18,22 145 TELEPHONE OUTLET-18"AFF O B.TREATMENT-REFER TO LIGHTING FIXTURE SCHEDULE. RECEIVING AREA P 15 S" 2> C.FUNCTIONAL REQUIREMENTS /� X DOUBLE TELEPHONE OUTLET-18"AFF IMC INTERMEDIATE METAL CONDUIT 0 1)RETAIL AREAS r BR-5 0 4'(5)LAMP CA HUNG 3 K 1SpFyy 277 (5)F32T8/XL/SPX41/HL/ECO OPTIMUM NA1213 17,18,22 190 Q DATA OUTLET-18"AFF JB JUNCTION BOX a A)DAY-MULTI-LEVEL,OPERATED BY CONTACTORS AND NOVAR SYSTEM RE:EIVING AREA: 75 - b" OR JUNCTION BOX 7777 p B)3-WAY SWITCHING FOR ROOMS WITH TWO OR MORE MEANS OF EGRESS 4'.(6)LAMP GABLE HUNG KCMIL THOUSAND CIRCULAR MILL (ALSO KCM OR MGM) slog H C)NIGHT-CERTAIN FIXTURES ON 24 HOURS TO PROVIDE MINIMAL LIGHTING FOR ®Z BR-6 2 RECEIVING AREA 277 (6)F32T8/XL/SPX41/HL/ECO 75' 6" OPTIMUM NA1214 17,18,22 216 © OVERHEAD DATA SUPPLY,REFER TO DRAWING 3/E3.3 E' 0 MAINTENANCE AND SECURITY 2)OFFICE AREAS LRA LOCKED ROTOR AMPS 2 A)LOCAL SWITCHING FOR INDIVIDUAL ROOMS 2%4 PARABOUC i 20'LONG POWERPOLE,TWO CHANNEL, 2 10'WE SECTIONS WITH k< a B)3-WAY SWITCHING FOR ROOMS WITH TWO OR MORE MEANS OF EGRESS go C 1 277 (3)F32T8/XL/SPX41/HL/ECO RECESSED OPTIMUM NA1218 6,22 73 © O N C)DEENERGIZED A7 NIGHT BY RELAY PANEL AND NOVAR SYSTEM (3)-AMP FIXTURE COUPUNG(COMPONENT OF"FAST LANE POWER SYSTEM") MCB MAIN CIRCUIT BREAKER Z ' REFER TO DRAWING 3/E3.3 0 3)EXTERIOR(DECORATIVE)LIGHTING AND SIGNAGE IS CONTROLLED BY TIMECLOCK D 6 2%4 PRISMATIC 277 (2)F32T6/XL/SPX41/HL/EGO RECESSED OPTIMUM NA1219 5,19,22 48 PULL BOX MDP MAIN DISTRIBUTION PANEL t Z AND LIGHT SENSOR FUNCTION OF THE NOVAR SYSTEM. (2)LAMP FIXTURE ® $ A D.REFLECTED CEILING PLAN-REFER 70 ARCHITECTURAL DRAWINGS. Fl ? 2X4 PRISMATIC - OR PANEL BOARD-72"TO TOP OF ENCLOSURE MDS MAIN DISTRIBUTION SWITCHBOARD p 6.EMERGENCY LIGHTING Di 4 (2)LAMP FIXTURE 277 (2)F32T8/XL/SPX41/HL/ECO RECESSED OPTIMUM NA7230 5,10,19,22 48 (SEE SCHEDULES FOR MOUNTING TYPE) A.EGRESS AND EXIT LIGHTING-EGRESS LIGHTING SHALL BE PROVIDED THROUGHOUT PATHS OF MLO MAIN LUGS ONLY F W EGRESS. 2%4 PRISMATIC III GROUND g U 1)ALL EMERGENCY FIXTURES HAVE INTEGRAL BATTERY ® DM a 277 (2)F32T8/XL/SP%41/HL/ECO RECESSED OPTIMUM NA1220 5,20,22 93 MOCP MAXIMUM OVERCURRENT PROTECTION p�Nppppl1 w 23 BALLAST EXIT LIGHTS SHALL BE SELF CONTAINED M (2.)LAMP FI%TURF Z28 K a 3 THE PLANS INDICATE THE MINIMUM NUMBER OF EMERGENCY LIGHTS AND EXIT SIGNS 48"GA FERAL USE SNAP SWITCH,20A,120-277 VAC- W REQUIRED. 2X4 PRISMATIC N NEUTRAL(GROUNDED CIRCUIT CONDUCTOR) 0 a THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FIXTURES REQUIRED BY LOCAL ®S DS 8 .277 (2)F32T8/XL/SPX41/HL/EGO RECESSED OPTIMUM NA1221 5,21,22 0 U U (2)LAMP FIXTURE LIGHT SWITCH.:'("c"DESIGNATES LIGHTING FIXTURES AUTHORITIES HAVING JURISDICTION TO PROVIDE CODE REQUIRED MINIMUM LIGHT LEVEL AND a NEC NATIONAL ELECTRIC CODE LI N CONTROLLED) 48"AFF "O Z o DIRECTIONAL SIGNS. 4'WALL MOUNT [ -i B.ACCESSIBILITY--ADA REQUIREMENTS WHERE APPLICABLE. ® E 4 277 (1)F32T8/XL/SPX41/HL/ECO WALL MOUNTED OPTIMUM NA1222 24 s THREE-WAY SWITCH,20A,120-277 VAC-48"AFF Y Q } FIXTURE � NIL NIGHT UCHT to Z I- OZ Q 7.ENERGY MANAGEMENT SYSTEM EMERGENCY 7'-0"ON LATCH PNL PANEL F a A.THE ENERGY MANAGEMENT SYSTEM SHALL BE PROVIDED BY THE ELECTRICAL SUBCONTRACTOR. Ft 4 WEATHERPROOF 120/277 (2)BW SIDE OF DOOR. ISOLITE NA1164 7 12 $1 THERMOSTAT to W 0 THROUGH SEE'S NATIONAL ACCOUNT WITH NOVAR. FIXTURE : IF POSSIBLE !' � Z B.THE ENERGY MANAGEMENT SYSTEM SHALL CONTROL THE LIGHTING,HVAC,AND MONITOR . POS POINT OF SALE U COLUMN MOUNTED INFRARED SENSOR OVERRIDE TOGGLE SWITCH,CONNECTED 0 W POWER CONSUMPTION. EMERGENCY 14'-0"AFF. IR U F Fn 12 120/277 (2)55W/MR16 ISOLITE NA1163 23 110 TO CEILING INFRARED SENSOR RECEP7 RECEPTACLE U) FIXTURE IN OPEN AREA O Z� 8.MISCELLANEOUS QUS 20A,120-277VAC-48'°AFF i 15'- "AFF. H 1)ALL DEVICES SHALL BE SPECIFICATION GRADE IR ( T) RGS RIGID GALVANIZED STEEL 8) Z LU VJ F5 5 EMERGENCY 120 277 INFRARED SENSOR-WATTSTOPPER CI-355 CEILING MOUNT) L O w 2)REFER TO PROJECT MANUAL FOR DEVICE COLORS. II .FIXTURE / (2)10W/MRi6 T-6" ISOLITE NA1182 24 20 p F I 3 DEVICE HEIGHTS SHALL BE AS FOLLOWS EXCEPT WHERE NOTED OTHERWISE: STP SHIELDED TWISTED PAIR ,1,� H A))WALL RECEPTACLES-18"TO CENTER OF DEVICE EXITSIGN/ ® EXIT LIGHT FIXTURE N 0 _ LL B)SWITCHES-48"TO CENTER OF DEVICE F6 7 EMERGENCY LIGHT 120/277 (2)1OW/MR16 7'-6" ISOUTE NA1165 25,27 20 SWBD SWITCHBOARD w fL F 4)ISOLATED GROUND,DEDICATED,WEATHERPROOF,AND GFI DEVICES SHALL BE PROVIDED Q ED COM13INATION EMERGENCY FIXTURE/EXIT SIGN Q 0 >0 WHERE REQUIRED. TEL TELEPHONE C d Z B.EMERGENCY POWER-NONE PROVIDED. F7 4 EXI SIGN 120 277 LED. SURFACE/PENDANT w } C.POWER CONDITIONING-OWNER WILL PROVIDE UNITARY POWER CONDITIONING WHERE ® r / 12'-8"AFF ISOLITE NA1166 e 3 C1 Z Vj F REQUIRED FOR POS,COMPUTER CATALOGUING,AND OFFICE NETWORK COMPUTER EQUIPMENT. PUSH BUTTON TBB TELEPHONE BACKBOARD •0 Z O J V1 a D.TELEPHONE,DATA AND SOUND.SYSTEMS-THESE SYSTEMS WILL BE PROVIDED BY THE SING I f SIGN BAND GABLE <OWNER'S SPECIALIST. A CONDUIT SYSTEM WILL BE INSTALLED BY THE CONTRACTOR. G 2/ 120 (1)F25TBM841 OPTIMUM NA1266 2 19 TVs$ TRANSIENT VOLTAGE SURGE SUPPRESSOR C r �' FLJORESCENT FIXTURE DOOR BELL Q ' Q Z LL N O E.POINT-OF-SALE SYSTEM-THE POINT-OF-SALE(POS)SYSTEM WILL BE INSTALLED BY d THE OWNER'S VENDOR. A CONDUIT SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR. UTP UNSHIELDED TWISTED PAIR 7t F.NOT USED. _30NDOLA _ : U U 4 G.SECURITY SYSTEM-THE SECURITY SYSTEM SHALL BE INSTALLED BY THE OWNER'S VENDOR. IXTURE O LIGHTING FIXTURE TAG(DENOTES FIXTURE TYPE) VWT VERIS WATTS TRANSDUCER Im d c I Q I CONTRACTOR TO PROVIDE A CONDUIT,J-BOX AND PULL STRING SYSTEM WHERE REWIRED BY WP WEATHERPROOF F Q LOCAL CODE.CONTRACTOR SHALL PROVIDE CONDUIT DROPS AS REQUIRED BY OWNER'S GONDOI FIXTURE (_xX\ Z D SECURITY SYSTEM VENDOR. %O LIGHT GROUP XFMR TRANSFORMER OU Q 9.ONCE THE CONCRETE FLOOR SLAB IS POURED,IT MUST BE KEPT CLEAN,FREE OF DUST,DIRT, x _ • PAINTS,STAINS AND TIRE MARKS,UP UNTIL PUNCHUST.THERE SHALL BE NO STORING OF ® J n 3 STRIP 277 (i)f25T8/XL/SPX41/EGO SURFACE OPTIMUM NA1223 26 is OT THERMOSTAT -48"AFF Z Ov MATERIALS ON CONCRETE IN AREAS TO RECEIVE THE CONCRETE FINISH TREATMENT.ALL LIFTS TO BE DIAPERED(TO PREVENT LEAKING FLUIDS FROM REACHING THE FLOOR)AND USE NONMARKING 2 24 W HIGHTRAeq TRAC MASTER TRACK _ I--LI UNFUSED SAFETY SWITCH((AMP.RATING) ABBREVIATIONS U .0 n TIRES. FL CRESCENT WITH TST22WH HEADS Lf30 MECHANICAL EQUIPMENT(MOTOR,HVAC,PLUMBING,ETC.) w ¢o N 10.CONDUIT FROM OTHER TENANT SPACES SHALL NOT RUN THROUGH SEE'S TENANT SPACE. SOURCE:VER.1.2013 N.T.S. m p 0 o C) ® M D T4 277 (1)20W T4 CDM ADJUSTABLE AMERLU% NA1132 22 Ey FUSED SAFETY SWITCH(SWITCH a1 Dlp WALL WASHER RECESSED MINI CAVALETTO II u 11.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PER LAYOUT DRAWINGS. 30/20 RATING/FUSE RATING) i'`r� w Z o0 m ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. EXTERIOR 1 1 I <Q m cp cp 4 SURFACE DD Z U 4 FLUORESCENT �. 277 (3)F3,2T6 OPTIMUM NA1299 108 ® MECHANICAL EQUIPMENT(MOTOR,HVAC,PLUMBING,ETC.) mQ a.o g GENERAL NOTES 15 WALL PACK 12'-B",AFF �,Z o 0 I f wo °_ SOURCE:VER.1.2013 N.T.S. O V 6 LED RECESSED r 120/277 40WAED/4000K RECESSED ECLIPSE NA1310 40 60"CABLE EXTENDER(LITHONIA-RELOC-CE) LLJ m w 5 CFL SCONCE 277 (2)F26TDBX/835/4P 075706 s, 12 54 .EXTERIOR PRISMA Ir� 180"CABLE EXTENDER(UTHONIA-RELOC-CE) . REMARKS: wacL ARCHITECTURAL 1. EMERGENCY BATTERY PACK SHALL ILLUMINATE 2 LAMPS FOR AT LEAST 90 MINUTES,WITH o00000 WIREMOLD IIIV20-C2(15 AMP RATING) OUTPUT OF MINIMUM 1350 LUMENS. WG-S 48 4'WIRE GUARD OPTIMUM NA1224 16 DISTRIBUTION, DA n d�2. FURNISHED BY BBB AND INSTALLED B7 CONTRACTOR. POWER DISTRIBUTION BOX Prototype VeT.1.2013 10I15113 3. NOT USED. �� X2 2 'GIMBAL HEADS 120 TRACK WTH (DIMMABLE PAR381 GE KLED „TRACK CON-TECH NA1313 4 20 PERMIT 07/03/14 (1)120PAR/H/FL30 INTERIOR WALL AT BID X/XX/X 4. BOTTOM OF TRACK SHALL BE MOUNTED AT 15'-6"AFF. Y 1 INCANDESCENT 120 (INCLUDED) DOCK MOUNT AT McGUIRE COOL HEAD SERIES 7 100 5'-0"AFF x/xX/X - 5. FIXTURES SHALL HAVE A PRISMATIC LENS. CONFIRM MOUNTING CONFIGURATION WITH CEILING (n� TYPE. Y 0 ,ELEVATOR PIT NCANDESCENT' 20 00WA79 WALL MOUNT VAPORTDOSSERES NA1152 1oG 6. FIXTURES SHALL HAVE A PARABOLIC LENS. CONFIRM MOUNTING CONFIGURATION WITH CEILING TYPE. 7. SWING ARM DOCK LIGHT TO BE PURCHASED FROM KELLEY DOCK EQUIPMENT. PURCHASING TO - - BE COORDINATED WITH GENERAL CONTRACTOR'S PURCHASE OF DOCK EQUIPMENT. S. SIGNS SHALL BE WHITE WITH RED LETTERS. IF CITY REQUIRES COLORS OTHER THAN RED FOR LETTERS,THEN SELECT OTHER COLOR. SIGNS COME SINGLE FACE WITH ADDITIONAL FACE TO MAKE IT DOUBLE FACE. 9. WEATHER PROOF UPLIGHT AND DOWNLIGHT WITH SATIN CHROME FINISH. 10. FLANGE IS REQUIRED ON TYPE'D1'LIGHT FIXTURE MOUNTED TO A GYPSUM BOARD CEILING. n DATA/TELEPHONE 12. SEE BUILDING FRONT ELEVATION FOR MOUNTING HEIGHTS. : IG RECEPTACLE RECEPTACLE OUTLET 5. ARCH.PROJECTp BB PROJECT6 NOTES FOR ALL LIGHTING FIXTURES: O O Xxxxxx 1. ELECTRONIC BALLASTS SHALL HAVE A TOTAL HARMONIC DISTORTION OF LESS THAN 20R �� I I ❑ ❑ DRAwN. BALLAST ARE MULTI-TAP ON WORK ON 120 OR 277 VOLTAGE. ° 2. ALL FLUORESCENT FIXTURES SHALL BE EQUIPPED WITH ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. 16. FIXTURES WITH WIRE GUARDS. - 3. ALL LAMPS BASED ON GENERAL ELECTRIC. c�VONA f 17 ME DELAY S TO 15 MINUTES. MIO N7EFIXTURE SUCH ATHAT THE OCCUPANCYNSENSOR IS AT THE BEGINNING OF THE - 4. EMERGENCY BALLASTS SHALL BE WIRED AHEAD OF SWITCH. ' I• I ❑ ❑ CF'GV RF C� PATH OF TRAVEL AS YOU ENTER INTO PRESALES FROM SALES. 5. PROVIDE ALL NECESSARY MOUNTING HARDWARE. 18. FIXTURES WITH WIRE GUARDS PRE-INSTALLED. _ 8. TO IMPROVE ACCURACY,THE VOLTAGE HAS BEEN PURPOSELY LEFT OUT OF THE „ „ p» 1 814 19. FIXTURES WITH 2 LAMP BALLAST,STAND ALONE. - CATALOG NUMBER.REFER TO THE VOLTAGE COLUMN FOR FIXTURE VOLTAGE. 1 U AFF 7. RECESSED FLUORESCENT FIXTURES TO BE SECURED TO CEILING GRID WITH FOUR(4) 1F sT P 20. FIXTURES WITH 4 LAMP BALLAST,TO BE TIED INTO FIXTURE TYPE DS. CLIPS OR REQUIRED BY CODE. 9rf OF ID 21. FIXTURES WITH NO LAMP BALLAST,TO BE TIED INTO FIXTURE TYPE DM. e. SLIDE BRACKET AND"Y"TOGGLE TO BE USED TO HANG THE LIGHT FIXTURE. qRY GLASSV 22. FIXTURE CONTAINS A DISCONNECT. 9. CC(CHANNEL CONNECTOR)IS TO BE USED TO CONNECT AND ALIGN ALL TYPE"A"AND FINISHED FLOOR TYPE"B"LIGHT FIXTURES. 23. EMERGENCY BATTERY PACK SHALL ILLUMINATE 2 LAMPS.THIS EMERGENCY FIXTURE TO BE USED ON THE SALES FLOOR,PRE-SALES&RECEIVING AREAS. 10. IF LIGHTS ARE NOT PERMITTED 70 BE CABLE HUNG,THEN HANG LIGHTING FIXTURES WITH 24. EMERGENCY BATTERY PACK SHALL ILLUMINATE 2 LAMPS.THIS EMERGENCY FIXTURE TO BE 3/5"THREADED ROD. DRAWING TILE USED IN THE OFFICE CORE AREA. 11, MUST USE REFLECTOR ALIGNMENT CLIPS. ELECTRICAL 25. LED EXIT SIGN WITH EMERGENCY BATTERY PACK SHALL ILLUMINATE 2 LAMPS.THIS FIXTURE TO GENERAL BE USED ABOVE EXIT DOORS OR IN THE OFFICE CORE AREA. INFORMATION 26. FIXTURE WITH WIRE GUARD PRE-INSTALLED IN JANITOR CLOSET. -"-- AND SCHEDULES ' 27. COMBO EXIT/EMERGENCY LIGHTS SHALL ONLY BE USED 0 EXIT DOORS. SCHEDULES 03 SYMBOL LIST 02 ELECTRICAL OUTLET ELEVATION 01 ,.....E,� .,� 0 SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T S. �Z �3 DECK NOTES FOR THIS DRAWING 0 § - 1. ROOF TOP UNIT'S DISCONNECT AND Gn CONVENIENCE RECEPTACLES WILL BE FACTORY MOUNTED BY Ca _ PAINTED CONDUITS MANUFACTURER. �Q TO DECK 2, DISCONNECT FOR GAS UNIT HEATER AND EXHAUST FAN PROVIDED BY THE MECHANICAL SUBCONTRACTOR. 0 p Eq SLATWALL ENCLOSURE 3. CEILING MOUNTED RECEPTACLES SHALL BE MOUNTED ON THE BOTTOM OF THE UNISTRUT FACING THE FLOOR. Oa ❑ t (2)1"CONDUITS 4. UNISTRUT SHALL BE MOUNTED SUCH THAT THE OPEN SIDE OF THE CHANNEL IS FACING THE CEILING. OO N UNISTRUT SHALL BE PAINTED TO MATCH THE CEILING.UNISTRUT TO BE SUPPORTED BY THREADED ROD. V d W - GONDOLA 5. "FIXTURE NOTES"CORRESPOND DIRECTLY WITH POWER PLAN NOTES FROM BBB FIXTURE PLANS. 0 Z A B C D E FLATUPRI SCREEN 6. ALL RTU GFCI CONVENIENCE RECEPTACLES SHALL BE CIRCUITED INDEPENDENTLY OF THE RTU'S. i • - ,-'� ? Q FLAT SCREEN W 12 11 , MONITOR HERE 7. REMOTE SERVICE DESKS ARE PROVIDED WITH MULTI OUTLETS INSTALLED AS SHOWN ON DETAIL 01/E1.1. �s Q 8. CUSTOMER SERVICE DESK AND REGISTER BAYS SHALL HAVE DUPLEX RECEPTACLES INSTALLED WHICH ARE4 a DIVISION OF RESPONSIBILITY I E3.1 I KEYBOARD PROVIDED AS PART OF"THE FAST LANE POWER SYSTEM." ( � p I l I HERE DESIGNER NOTE CHECKLIST Ne 3 FURNISHED BY INSTALLED BY 21 I H o� 0. ❑2 Etc a Q gRro w hk FILE DRAWER/ FIXTURE NOTES(Symbols ) o ? a a a b I -�_ 8 1 `d TRASH CAN HERE O F PRIMARY CONDUIT ®/ /® _ - -1 I r I b� P 1. JUNCTION BOX WITH DEDICATED CIRCUIT MOUNTED AT i6'-6"AFF OR DECK JOIST FOR SPECIALTY LIGHTING. Z AFTER BBB FIXTURING IS INSTALLED,ELECTRICAL SUBCONTRACTOR TO PROVIDE J BOX W/(2)CIRCUIT 1 X a z PRIMARY CONDUCTORS /® �/ 4 5 g N� BASE DECK DISTRIBUTORS(CD)ON DISPLAY UNIT WITHIN 12'-0"OF J-BOX AND 6'-0`AFF AS DIRECTED BY TENANT d k � AND MAKE FINAL CONNECTION USING WHITE SJ CORD.ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL 2 X � 00 TRANSFORMER I] ❑U " LD-9 22. I $ FIN.FLOOR ELECTRICAL CONNECTIONS AS DIRECTED BY BBB AND PER CODE.IF REQUIRED BY LOCAL CODE THE ELECTRICAL CONTRACTOR MUST HARDWIRE IN EMT FROM THE J-BOX AT THE CEILING TO THE SPECIALTY 3 X 0. 17 I L8,33 LIGHTING.REFER TO DETAIL 14/E2.4. 4 X 0 PAD ❑ P-19 2. CONTRACTOR SHALL PROVIDE PLUGMOLD IN LOCATION DESIGNATED BY BBB. AFTER BBB FIXTURING IS yy F SIDE ELEVATION VIEW INSTALLED,CONTRACTOR SHALL PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT. 5 X pz BOLLARDS © © LC-34 B LC-18 8 UH I CONTRACTOR SHALL FURNISH AND INSTALL PLUGMOLD-WIREMOLD NO.09043,CATALOG NO.V20-C2. 8 X 9 14 h SECONDARY CONDUIT © © 16'0" 2<'0"(TYP) 11 _LD 7 .... .I. ,� GONDOLA TOP WORKSTATION 4. ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLETS MOUNTED ON UNISTRUT(HEIGHT OF UNISTRUT 7 X }y{y{ N __ BOX SPANNER LOCATION Ir7).ALL OUTLETS TO BE NOVAR CONTROLLED.RECEPTACLES SHALL BE B X S Z SECONDARY CONDUCTORS © © AFF NOTED BELOW IN NOTE S 0 �' - - MOUNTED ON THE BOTTOM OF THE UNISTRUT FACING THE FLOOR.UNISTRUT SHALL BE MOUNTED SUCH y ❑ ❑ I 5 �LA-2O THAT THE CHANNEL IS FACING THE CEIUNG.UNISTRUT SHALL BE PAINTED TO MATCH THE COILING. 9 X Z TRANSFORMER CONNECTIONS(PRIMARY) U U LC-24 8 LC 2e @}W LO 6 ILB,10•�I 5. JUNCTION BOX MOUNTED AT BAR JOIST FOR CONNECTION TO DISPLAY FIXTURE.AFTER BBB FIXTURING IS I:,1 6 8 LC- INSTALLED 10 X p TRANSFORMER CONNECTIONS(SECONDARY) © © I l I 4 17 ❑ TALL D,ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL a $ W vi J LAYOUT. PROVIDE MC CABLE,LITHONIA RELOC MAINRUN/ARC OR HARD WIRE WITH EMT IF REQUIRED BY 3 lw W CT ENCLOSURE © © n $ I I THE AUTHORITY HAVING JURISDICTION,FROM THE CEILING JUNCTION BO%TO THE DUPLEX GULLET. . 1P _ .RTU () CONDUITS 2 1" i' W Z LQ 3 I 11 4 H 6. ALL REMOTE SERVICE DESKS: PROVIDE J-BOX AT JOIST FOR POWER.J-BOX SHOULD INCLUDE(1)I.G. w Q CT'S ❑0 �U I LC-5 PP-8 <� W 5 _ _ _ T_ LDS - CIRCUIT FOR EACH I.G.DUPLEX OUTLET AND(1)CIRCUIT FOR EVERY(2)REGULAR DUPLEX OUTLETS. O K =-( EQ. "'I6'-0" 1© E0. C_g PROVIDE A PULL BOX AND 2"CONDUIT.ALL REMOTE SERVICE DESKS ARE FURNISHED WITH OUTLETS _ 0 O METER SOCKET © © - I 20 - ALREADY INSTALLED AS SHOWN IN DETAIL 01/E7.1 (NOTE: DATA/TELEPHONE OUTLET SUPPLIED, (+') ❑N - ILB=17 1 GONDOLA SLATWALL - INSTALLED AND 1WRED BY BBB).ELECTRICAL CONTRACTOR TO RUN CIRCUITS TO ALL OUTLETS.ALSO REFER J Z O METER �U �U I - TO DETAIL 5 E3.3. C Q I I " ^^' .:I, ...: UPRIGHT ENCLOSURE _ Z Z LC 25 I (... I LC 2 "'""" LC 5 �I... 8 LC-21 PLAN VIEW 7. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL UNISTRUT MOUNTED AT 6`ABOVE LIGHTING Y Q C,5-,: THROUGHOUT THE STORE AS SHOWN ON BBB PLANS.UNISTRUT SHALL EXTEND 2'-0'PAST EDGE OF AISLE. 61 f O ABBREVIATIONS NAME I I'i: I ..I "- 1-' S. BOX MOUNTED AT 16'-6"AFF ON DECK OR JOIST FOR FUTURE USE WITH SPECIALTY LIGHTING. -� JUNCTION Z U 02 I-' I ICAL 7 PROVIDE POWER AS SHOWN. I 0 w C-CONTRACTOR IDAHO POWER COMPANY I L -- y-. 0 F- 1221 W.IDAHO ST. I i.,::: ., < ... .......=. ICI L -; WORKSTATION DETAIL 12 10. WO KSTATION: PROVIDE I-B..AT JOIST OR PO 1-BOX SHOULD INCLUDE(1)I.G.CIRCUIT FOR EACH O (205)388-2200 1- I.G.RDUPLEX OUTLET AND(1)CIRCUIT FORFEVERY(2)REGULAR DUPLEX OUTLETS. PROVIDE A PULL BO% u) Z U L-LANDLORD "'- C-4 a Lp-2 ! 8 LC-20 AND(2)1`CONDUIT TO JOIST ABOVE.(NOTE: DATA/TELEPHONE OUTLET SUPPLIED,INSTALLED AND Q) LLI 01 I 30URCE:VER.12013 N.T.S z N Q I pLC 9 LC 5 POWERED BY BBB).ELECTRICAL CONTRACTOR TO RUN CIRCUITS TO ALL OUTLETS.(SEE WORKSTATION DETAIL L O X= U-UTILITY COMPANY LC 8 I ij,,Cy,I /I�L•C 10 _ 12/E2.1). 0 Q U u} I I' LC-11 T 11. PROVIDE 4"CONDUIT FOR TELEPHONE SERVICE ENTRANCE INTO CABINET W. � O a ETR-EXISTING TO REMAIN III .. 7 r JLC-28,29,0 5 I. "L ( 12. 56K DIGITAL CIRCUIT TO BE EXTENDED FROM TELEPHONE CABINET'A'TO CASH OFFICE IN MEZZANINE OFFICE J Q Q W I I LC=4 I I�❑ i "� 4 AREA. 56K CIRCUIT SUPPLIED BY LOCAL TELCO.LEAVE WIRING COILED IN CEILING ABOVE EQUIPMENT C d ( I LD 4 LOCATION. Q 13. ROOF PENETRATION FOR SATELLITE INSTALLATION.CABLE TO TERMINATE IN CASH OFFICE.REFER TO DETAIL ¢ J y a I I 15/A2.5 FOR LOCATION. z J OS B LC-19 C �" Q 0 p 03 I I I 1 ... 14. PROVIDE(1)3"CONDUIT IN CEILING FOR TELEPHONE SERVICE FROM TELCO D-MARK IN TELEPHONE CABINET 0 w Z Z )I.: _`, 'A'TO CASH OFFICE IN MEZZANINE OFFICE AS SHOWN.CONDUIT FOR TELEPHONE SERVICE 56K DIGITAL OJ LD-8- CIRCUIT. U ?, 0 Q LC-2T r8 I"" I J : R LC-1 15. ELECTRICAL SUBCONTRACTOR TO PROVIDE EXTERIOR WEATHERPROOF DISCONNECT(PER CODE)FOR m a c F O I COMPACTOR,AND TO PROVIDE CONTROLS INSIDE THE BUILDING FOR COMPACTOR.ELECTRICAL Z p 3 ... --_�. ;J- I _": L�C-ItO �2.• 'RTU _ SUBCONTRACTOR TO MAKE FINAL CONNECTION TO COMPACTOR. 00 Q RTU I I'I LB r2, LC 9 PP-2 i6. PROVIDE(1)4"CONDUIT FROM EACH EQUIPMENT RACK IN THE CASH OFFICE(TWO TOTAL)TO THE 12"X12" V • 6 LD�sI A-2 ,I ^ LD=3 PULL BOX(ABOVE'GENERAL OFFICE'CEILING/SEE PLANS).PROVIDE(1)6`X6"PULL-BOX ABOVE EACH lwi.Q LC 10 "' 8 LC-17 REGISTER LOCATION AT JOIST LEVEL)DAISY CHAINED IN A STRAIGHT LINE USING 4"CONDUIT WITH THE 0....� - L 3 LC-1 FINAL 4"CONDUIT LEG CONNECTING TO THE 12"X72"PULL-BOX(ABOVE'GENERAL OFFICE'CEIUNG). Z w I DE(11)4"CONDUIT FROM THE 12"X12"PULL BOX(ABOVE'GENERAL OFFICE'CEILING)STUBBED U W n Do�n I PROVIDE 18 1 Lp 1�,2 THROUGH E REAR WALL OF THE OFFICE CORE(AT JOIST LEVEL)EQUIPPED WITH A PLASTIC BUSHING AT w Q o THE PROJECTING END. PROVIDE PULL STRING THROUGHOUT. REFER TO DETAIL 12/E3.1. m C) o 0 0 Q I 17. PROVIDE DOORBELL MOUNTED AT 14'-6"AFF UNLESS OTHERWISE NOTED. ¢ Z W a0 I I .. LC 3 18. UNISTRUT LOCATED ABOVE COOKWARE DISPLAYS DOES NOT REQUIRE POWER.PROVIDE SUPPORT 4'-0"ON m J �� L- CENTER MOUNTED 6"ABOVE LIGHTS. a O .aq, I E• 13 LC-11 j LC 10 - 7 ,; B LC-16 19. OUTLET TO BEINSTALLED IN J-BOX W/M20'-0"OF EXCESS CORD COILED 0 BAR JOISTS FOR FUTURE DO 0/� .._... If _ INSTALLATION OF CLOSED CIRCUIT T.V.MONITOR BY OTHERS \J ''..LC 3? I..:: LC -'LC B L 6 .' S 2' _ , LC 9 - HUB STATION. 3 .... LC 1 211. PROVIDE PUSHBUTTON FOR DOOR BELL MOUNTED AT 4'-0*AFF.F ---EI I 5 2 L RTU PP-1 .I ie-r 22. RECESSED J-BOX AT 11' 0°AFF TO POWER TRANSFORMER FOR DOOR BELL/PUSH BUTTON.NOTE: LOCATE I I P_4. p 3 e TRANSFORMER ABOVE OFFICE CEILING FOR FRONT DOOR BELL. LD i6'^^• T.I,4DIETHII-QN: DATE: 02 I -3 LC-6 C 6 c s Lc 6 8 LC-is Prototype Ver.1.2013 10/15/13 11 Io E3.1 E3.1 - 7 0 12'-0" t2-0" 12-0" ❑ PERMIT 07/03/14 9 .Riu PP-14 LC 1 KEY NOTES (Symbols Etc.) LD73 BID XX/X L �... ....___ _ __- 1. NOT USED. p XX/X 2. PROVIDE WATERPROOF J-BOX WITH DISCONNECT SWITCH. VERIFY LOCATION AND CONNECT TO SIGN AS REQUIRED.NUMBER OF CIRCUITS TO BE VERIFIED WITH SIGN MANUFACTURER. LD-11 -- II rt f ill 14 r_ .____J �y 16 � (�I I D-22 24,26 3. HEATED AIR CURTAIN PROVIDED BY MECHANICAL SUBCONTRACTOR.PROVIDE(1)48OV,3 PHASE CIRCUIT TO 5 2 JUNCTION BOX AT CEILING ABOVE AIR CURTAIN.THE AIR CURTAIN SHALL BE INTERLOCKED WITH THE NOVAR 13 el 21 24'D SYSTEM.DISCONNECT TO BE FACTORY INSTALLED ON AIR CURTAIN.WIRING FOR AIR CURTAIN TO BE KEPT �� 5..2.. OFF OF STOREFRONT MULLION,OTHERWISE TO BE COORIDINATED WITH SHADE INSTALLER.CONDUIT SHALL BE INSTALLED ON STEEL BRACING BEHIND THE STOREFRONT. `.'J �l ____ ll1I' 1 Ilnl.nl IITnTnTr rrnTrTrl IIIILI III 6 LC -14 ✓� 4. PROVIDE JUNCTION BOX FOR AUTOMATIC DOORS. r II I r1+ll r ulu.�u.u.�ul uulu:�uru,zu 5 EF - - - III II II 141 II III IIIIII IIII II' - IIII III IIII 5. EXHAUST FAN EF-1 AND EF-2 SHALL BE CONTROLLED BY NOVAR THROUGH LIGHTING GROUP A. 2 I� 'I- I'I III IIII I I If:1"IIIILI A �h L K + M Nm K+ LD-11 B,] -- - _ 6. ELECTRICAL SUBCONTRACTOR TO PROVIDE SECONDARY CONDUCTORS AND CONDUIT FROM POWERWALL TO UTILITY PAD MOUNTED TRANSFORMER. 0.6 Wp 7. METER AND C/T CABINET TO BE LOCATED IN THIS AREA.COORDINATE EXACT REQUIREMENTS WITH LOCAL i0 ELECTRIC UTILITY ANY. LD-39,41 B. RECEPTACLE DEDICATED FOR DOCK UGHT POWER,MOUNTED AT 5'-0"AFF. ARCH RRa es RR.FETI .. (4)d6.(1)A6G.VC z XXXXXX 9. ELECTRICAL SUBCONTRACTOR TO RUN WIRE(TWISTED PAIR)FROM NOVAR CONTROL UNIT TO UNIT HEATER TO ENERGIZE AND DE-ENERGIZE UNIT. DRAwu: cnecrceD: i- 10. ELECTRICAL SUBCONTRACTOR TO RUN WIRE(TWISTED PAIR)FROM NOVAR CONTROL UNIT TO ELECTRIC METER e �� TO MONITOR ENERGY CONSUMPTION. 11. COMPACTOR CONTROL TO BE MOUNTED ON LATCH SIDE OF COMPACTOR DOOR. A A l A.6 A.7 A.3 B.3 6 7 C.2 C.4 D D.2 E S ONA F 12. NOVAR INDOOR HUMIDITY SENSOR MOUNTED AT 14'-0"A.F.F.SENSOR SHALL BE FURNISHED BY NOVAR AND 01 q INSTALLED BY CONTRACTOR.PROVIDE J-BOX AND 1/2`CONDUIT TO JOIST SPACE AND PROVIDE A PLASTIC BUSHING ON THE END. 7J 13. CO2 SENSOR MOUNTED AT 14'-0"A.F.F.SENSOR SHALL BE FURNISHED BY NOVAR AND INSTALLED BY 1 814 CONTRACTOR.PROVIDE J-BOX AND 1/2"CONDUIT TO JOIST SPACE AND PROVIDE A PLASTIC BUSHING ON �'°J'7L THE END.CO2 SENSORS SHOULD ALWAYS BE LOCATED(1)AT THE NOVAR HUMIDITY SENSOR&THE OTHER AT THE FRONT OF THE STORE. O,4>f of SOP 14. PROVIDE DUPLEX OUTLET BELOW ROOF DECK AT THE HINGE SIDE OF THE ROOF HATCH OPENING. PROVIDE A CRY GLAS`'� STANDARD PLUG-IN LE.D.NIGHT LIGHT TO ILLUMINATE THE LATCH MECHANISM AND PADLOCK. OUTLET TO BE CIRCUITED TO STAFF LIGHTING(LD-11)AND CONTROLLED BY NOVAR. DRAWNG TILL PLAN�NORTH POWER PLAN FLOOR PLAN - POWER 02 NOTES 01 F^/ 1 o SOURCE:VER.1.2013 1/16"=1'-0" SOURCE:VER.1.2013 N.T.S. "• 1 ^� E xwo,W.I o awnpgpna.w, Td.IPmpx.aw.x.2a2,e a N COMcheck Software Version 3.9.3 Section 4:Requirements Checklist C] 3 f Interior Lighting Compliance �o r Certificate Llopeng Wa tel Qo ❑ —1.mx,emsA.nax..pmx.a—..x y '2009,IECC All—sm P:.Pe..a wow cemv b. �u a W - �. SBS,3 YEB i W � Section 1 Project Information wN as x,sM",vem me p.nma ernare anmgn xea..p.�r.rcu ye c t la Switch g awn mu g[ P eatTypo:Newc,P,,k tlpn ❑ Dxkfiel> N mnxaaexnlm y 'P jepl I Can Park Wasl Betl Beth 8 Beyana o m as 9 M a3�555 �grll ❑ r GmruU Sle' —AR Is Designer/fnnirdclor rieant lrom wa�ol ge re area roM �� F4 r.nn Tea D u yE'ma ETAn M ❑ N 'W S en mkeMeanob wnvp a"9 eevice. ❑ _ BuaL.ke.BNa leoelaeaUaeree3 S0a33.,a00 '❑Elylhl ra m Doan, •,wu..Nw+,wrmN.palmaarreMMear«.mr�r.wlme,n,�xa DESIGNER NOTE CHECKLIST � I ❑ enlmnuds,or apxe ax,nrtrnfcuparcY serwl1� m p Section 2:Interior Lighting and Power Calculation Eaxpa r: rcexdr are alw.am Ea a g 3 ° A a ae.. D J ry ereraen<va ea.mn mu.I ne oanunw..y Nm relea �y r• > cal.eury Ell A. AI Aow.a w.ns ❑- non ere nemema a Ina meaty d so— o i is g p F /\ B. _ la�1 (B.C) ❑ W guxlroom z �i(j Z17 --- - - _ _ _ _ _ TOla upww Wnb 31]83 ❑ "IspW ghungcNl ae ro,..MUpmwmgbrena.awntmleeri.tr nde.t.ftlrowimd 0 �/ .I Seclion 3:Interior Lighting Fixture Schedule ❑ .e lgng.o M.e nay almlx.,wperumeralna e 2 X dF Z I20eEe 1 . l ..g..r.mP .. E❑❑esa ��o L ors um. g mm 3 X m mo m (CXD) x ❑O"ry 11, Ile, as 5 xo o T b n nM 11re y€aW a _ 3a Ba ❑e. Ndlre a,.roxW, .gOe k 6 zs S. xw a 3 0 - -_ , a o a'-0" - - - -- e re ❑ eamonulK anomrt.wux rree x,.hwa.wnry. II 3 ❑ .m ea U) 8'-0" 6 0• 7'-0• ]'-0• 7'-6' 7-0• 7'0' '-6 ]'-0' 8'-0• 8'0• 1,-0•. 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N i/.I ❑ Pre re.: TETe a R.rm au.OT v Ramon e�broana Po ad 0 - ..G\w000auancnnroN PAR uw000clnv_egerE.nBBev LTG cawcNEcic.ar Dew rxrn Pnnx aETAu eee�El.deaer LTG coucNEcx.m Pro.:o„ I IS 0 F- (D U) 'xW 4 - I — — - — o N a�a �� kMaa .��n d "d "a 1. �xn�lpn11 0 0 W F II COMcheck Software Version 3.9.3 ❑ Igx, 'a' Y O �L> ii ❑❑ HxawMnaa amp pa ne p,r aa m noreapa m gnmmemw rxg aamua n.umexerroa a rro a..xmM Pnam er xn b.n,om xaioExterior Lighting Compliance sE LlghUngEUp N Jo Q2 a atl�gma, ag Q>F . Certificate z = a — J 6 0" a 15'-3• 10'�0' 15'-3"m E.a.Pmn.: 0 (� QF B'. 13'-3• -.:10' i6'-J°m 20091ECC ❑L n ae axe a a n a nsem 4 O -1 ma ❑Lanure� x,eeaam"r ra ry 3 pexz prM.I� z Q m II Section 1:Project Information ❑Emerg.r.nr a® e a re emr.w nre Phan. CO Z L❑ ❑Llg,n�M - no-d.e sy mdl�x�nar.tle w Q z a tt II - -1.rose N.wcon.wo 1 >, _ 0 a Proles g D rvn Pan weal Bea BaM a eeyona o F� I E.,ero�uahuna zope:alNSK apnYlry m.trppp111an pomm.rt1.1 a1.taoel Section 5:Compliance Statement 0= II C—nPlonst.: Dwmee Agem. Des gnarrc:onvad«: " m a c r H see aloe M 0 Bunelne Cunpb-erc.5te Toe pmpxea xk vn,nlM Oulq rq pane,epeoficauon• Beyo an xmre,e1, xE.na a xalO-,NU 00BIE G 4 p Wxe g tlM nam g o IemeN 'eun, z❑ 3 I -q �" — i � —� - — rain T.N D ssa��aa o nmprm,M1Mem Mry �umnNrrre omaan w B x L.kx BNa. 0 zQ - - m lan)Eseaaes3 �somaa 2 a c�.-. zoaa3e aeon D B N a EI cel D.sgner- l� 7cuzo,a NOTES FOR THIS DRAWING fi x e o : Namara —_ --.sgnaMra f _—ans, __... Section 2:Exterior Lighting Area/Surface Power Calculation 1. THIS SHEET IS TO BE USED FOR DIMENSIONING OF THE LIGHTING ONLY.REFER TO SHEET E2.3 FOR CIRCUITING AND ALL APPLICABLE NOTES. = Z N E .am eunx s s ary w"x w mo w wam O Q O.0 m 2-0 I lurma all o'O Go O E w V^/ 2 O• .. n \ v� alo a10 z'o q : o1 xo �amZUDm na rr.ead.w..•" 33S Sao a z II 2-o unaaaB......W.m` Ere 00 Q.v�i z o 0 II aa�p'"pla�nel,az:.n."�3o`oe. :ea'aal6�alWae omw.�ednaMarno-aaad..ntlxa.El.am.,,.aea<x. J Go n m Section 3:Exterior Lighting Fixture Schedulen --- —t a.o•. P.tx.ID:o..erPlxlt.m .1a.,w.K g.P.r mprB w E I ---- -- , IGxDI E ar w( 1 _ , . 10 .0 O • 'I I 1 ): OM Watlpe DISTRIBUTION. DATE -RI traaMb foul ine 3 N Sag 3 = _ ® I 02 I Iaaae` o 1 1. n wnug. , 10B Prototype Ver.1.2013 10/15/13 L.� I cMarTnrorxxm,:u B32w:E.arpMo eel.Pmpx.aw.ro. PERMIT 07/03/14 Lryry�.II z Section 4:Requirements Checklist BID Lighting wan.g.: XXII aea.ax mwle.lx. anes 1 M,aldl—sax.Aaxa.nO bs .3 Mlpwnl ,.. . I - ---- 'cy � .FE I oP plena..Pa,x.",�g.npplam.nlala3n.,xaeaex. p•atl IB I I 0 , J m `I r Controls,s it nine,and Wiring L6�T 1 ,n,; - w aeB.Ma — - NOTES 06 n n n o e^^ ew R.pr.I 3�„ --. -- --__. asont a.m—1 4" efa It ill II II II I111111 II exme.G.SIDGOBUgriC ON PARK EUN—OOOCPW-BBB,EMBBBY LTG CONICIIECK.mk age d4 arename G.,W URY\LANYON BETA L\WOOOC BBB,EawwaBY LTG GOMGHECKmk Pp.awa IIIIIIII IIIa III IIII QI 1 Qllll 111 lllallli illllla II II Q I'III - SOURCE:VER.1.2013 N.T.S. �I III II111 nlllnlnn n nlllu tin rl ,rin In u1u II III �I II II1111 II Lllllllul 0.7 - - _ 'lA kit � 1 0.6IF ARCH.Paa # I SanPROUE XXXXXX LIGHT FIXTURE GED STROBE AND PULL EXIT SIGN MOUNTED STATION MOUNTED ON 30•IN FRONT OF WALL(TYP.) A A.1 A.6 A.7 A.8 B.3 B.7 C.2 C.4 D D.2 E WALL AND 12'-e•AFF °0 S\ONA f �Eo` Re 2 1 814 7-9-p ��9T£OF POPS BBB �qRV GLA55� iv FIXTURES FIRE DOOR DRAMNG 11TI.E: PLAN®NORTH LIGHTING LAYOUT PLAN 2 1/2•MAX FINISHED FLOOR FLOOR PLAN 02 EXIT SIGN AT RACKING ELEVATION 01 n/ 2 0 SOURCE:VER.1.2013 1/16"=V-0" SOURCE:VER.1.2013 N.T.S. �`• NOTES FOR THIS DRAWING 1.ALL LIGHTING ON THIS DRAWING IS CIRCUITED TO PANEL HA,UNLESS OTHERWISE NOTED. �O vi 2.VERIFY LOCATION OF EXTERIOR LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS. 2 - _ 3.LIGHTING FIXTURES ARE DIMENSIONED FROM THE FINISHED FACE OF WALL TO CENTERLINE 0 W IC ¢�¢ OR END OF LIGHTING FIXTURE. O EL - 4.REFER TO DRAWINGS E3.2 AND E4.1 FOR LIGHTING CONTROLS.COORDINATE WITH BBB 8 p Lu TYPICAL MEZZJ PLANS AND SPECIFICATIONS. O w 5.EXTERIOR(DECORATI,JE)LIGHTING SHALL BE CONTROLLED BY LIGHT SENSOR(ON)AND H A B 1/C D E MOUNTED 8'- TIME CLOCK(OFF)THROUGH NOVAR ENERGY MANAGEMENT SYSTEM. g Z O \' FINISHED 6.'FIXTURE NOTES'CORRESPOND DIRECTLY WITH POWER PLAN NOTES FROM TENANT'S y 3 El PLAN F3. r3 b LL Q 7.COORDINATE AND VERIFY DIMENSIONS.NOTIFY BBB OF ANY DISCREPANCIES IMMEDIATELY. a 0 3 TYPICAL7B 8.ELECTRICAL SUBCONTRACTOR TO COORDINATE EXIT SIGNS WITH TENANT'S DESIGNER NOTE CHECKLIST O Y 78 ® HIGHFIXTURES. �y�y OMOM S 9.NIGHT LIGHT LOCATIONS r Jr <e'- NIGHT LIGHTS TO BE LOCATED IN THE FOLLOWING LOCATIONS; F«c333 ? 0 �a wA. VESTIBULE(IF NO VESTIBULE,THEN LOCATE NEAR ENTRY DOORS)B. (1)FIXTURE WITHIN 4TH ROW,BACK FROM THE STOREFRONT 7 C. 2 FIXTURES ON EACH SIDE ON THE RACETRACK AISLE,PLACED ATEACH END0 - - -- OF THE AISLE. 1 X 13 X ' _ ___ M NL ---- _-- D. 1 FIXTURE PLACED IN THE MIDDLE OF THE BACK OF THE RACETRACK AISLE. tt j .. Y 4 O WALL E 7B E. 1 FIXTURE BETWEEN OR NEAR COMPACTOR DOOR. 6 0 MOUNTED �7B 7B M F. 1 FIXTURE ABOVE OR NEAR TO ELECTRICAL PANELS(POWER WALL ASSEMBLY). 3 X d TYPICAL U ° ��yi�1n��/--/yy\\/��/'''�� NOTE: FINAL NIGHT LIGHT LAYOUT TO BE APPROVED BY BBB APM. 0 32 ® OZ 7A LJ ®M =_� 4 Xg f1 t 1 !, ° ® 78 z p ° c�IR IL r34 EQW S M Txi � 2 M 4.- . NOTES 16 B x W ,I IR S T,� �11 rn rn M M M - M -'- SOURCE:VER.L2013 N.T.S. S W �1 I: I�..2 � . I5 17 1 17 15 17 15 ICAL M M --� 7A x wy ',,I 4i IL_s s s �.' M ® ® tG x jjgg LI S.,!: S I... S TYPICAL 7B 78 M 7B tt X $dig p TYPICAL PRE-SALES'B' 1 1 f rw b wD j I s s z x g .2 M,._ Q M INFRARED SENSOR OVERRIDE TOGGLE SWITCH 3 1 T U U TYPICAL PRE-SALES'B'��"` I {- -�... 41 41 5 M Ny,. TYPICAL D.N ..i 5... M -`- "`) 5 M 4 TYPICAL QQZ ZYZ I I M I M 3 7 M 45 5 41 S RED 1 Q p 6 ) I M 75 r I NL J UGHT FIXTURE I. s t 4,.: Di W 0 23 M 25 `q M �-' O S.' M S H 1 II Z U M: MASTER BALLAST M a t, r 0 w S: SLAVE WITHOUT BALLAST- f t 19 .E 3 a S A NEUTRAL BLACK uNE pU'= I .. M ° 25 '' M 25 M (WHITE) O z U II I II M 3. f I 5 S NOTE: 0 W 23 nI S M't3 'S a. - M: MASTER BALLAST 0 F- S:.SLAVE WITHOUT BALLAST ,y ¢ \J r CEWNG MOUNT SENSOR Y O F I 41j 2 8 41 .41 79 {l i 41h 3 ! S WATTSTOPPER C1-355 N O cr 2Q �ZIII I ' '..I iNL, 2s II' .�iM NOTE,` ,J+3 Q Q wH II IM I 15 5,.. r !/' 5 �: _ y 1� S 25 M g 2 M S 4 DOOR OPENINGS EXCEPT ERE TLROOMS Cl ME Z J ( ALL SENSORS TO BE C CL _ M t 14 M M M 23 S S 411 M Z > a N� IIIIII 2 S1 15 19 13 C ~ y' LL p h M M� 3 25 M M 25 'S Q o Z Z �J 23 i M: S TYPICAL MEZZANINE FLOOR PLAN - LIGHTING 12 INFRARED SENSOR WIRING DIAGRAM 11 m a U 4 H L _J M M SOURCE:VER.1,2013 1/8"=1'-0" SOURCE:VER.1.2013 N.T.S. N M 0Z 506 Z on 3 n1 ,� 15 ... ? M23,.,..,,.S 5 S II _ -- U^ UQ 2 - S 5 M25 M...141 IS 41 fix O •• • M a I23 2 M t7 17 S M 4 1 TYPICAL w +L J m M f M 25 M M S ------------ M 15 15 S.- 5 .. .3 5 m� oOO TYPICAL _ M: S '.I; M Q ..I - 23 IyI ,I-MZ CMOw S M 17 17M 31 21 M23 5 ;S �¢m co so TYPICAL 1 '2 M 4 M m C, oo a m S I M 19 M25 � S41 3 O� rnm 2 - - t�ylL}, - MOUNT 8'-0"LENGTH OF TRACK L� m U M ' M. 41 23 M M 23 0 13'-6"A.F.F.CENTER ON 1 S M, OVERALL WIDTH(14'-6"!),SET _____ S' I - __ _ I F S :2g NL M 4 BACK 3'-0"FROM OUTSIDE FACE _ ' ICAL OF BRIDAL WLL I I ... M .. M 4 M 28 S 19 21 3 M S TYP.OF NL NL s M e - I I M:.5 f S M M 5 S M r.; M I. 1 10/15/13 a1 PERMITe V 13 07/03114 13 is ^ 61, I = I r = - = s EQ ED. '1s G 113. BID /X I L a $' �II X/XX/X I ''r - M I 7B 1 13 113,D, _ M 3 I� I .27 � L D ____ 3-0° it 13 4 I I } I 4 M 76 E�o ED. 41 III __�_ ® o A __ 1 I 1 _ TITS Trl TrITrITi'I T m 7B 7B 7B ��J _3 J Illlnlnl`,nln n Ilrll n nllnnl Ilnl nlll Ilr nlll ln. 11 II III E II D I IIIIII II I I IIII A�I 111 I II IIIII I'I I IIII II II III.null IIIIIIIIIIIII I I I 2B 7A II 76 I ' I,III IIIV IQI I IIII Q 'I III II ICI IIII I IIIII I III IIIIII1` IIIIII II IIII 3G IIIIIII 113 IIII 4AI II G 11 IIII II 13V11 III ui i I+ II l l,lnnlulll In n,llll II F1 TYPICAL 5 . '4 0,7 -— - •aa ,Np�� I. uiu TYPICAL IR -— 28 _— V TYPICAL 76 78 EG.W E0. D.6 rl B 8 d 28 7B CAL n 3 - TYPICAL TYPICALI W TYPICAL _ _ J II D 7A W ARCM.PRO li BBE I—ECTN ,I TYPICAL FIRST XXXXXX I IIII 1 I EG. FLOOR AREA DRAWN; CHECKED: S E0. I I I TYPICAL 5 E0. 0 ED. I _ y 7B y �2 7A 7A E0. E0. 2 C.4 D D.2 E SONA f 1 814 � b A.7 7-5- G 9TE'OF\OPR• cgRV GLASS\ ' N NOTE: PLAN®NORTH M: MASTER BALLAST S: SLAVE WITHOUT BALLAST DRAWING PILE: LIGHTING CIRCUITING PLAN " I FLOOR PLAN 03 FIRST FLOOR PLAN -LIGHTING 02 0 SOURCE:VER.1.2013 1/16"=1'-0" SOURCE:.VER,1,2013 1/8"=1'-0" E23 �Z Z SPECIALTY LIGHTING POWER REQUIREMENTS _ NorEs FOR THIS DRAWING ui OF RECOMMENDED': 1.CIRCUITING FOR DISPLAY FIXTURES IS SHOWN ON E2.1. Q , 0 SYMBOL FIXTURE DESCRIPTION 4'SECTIONS PER 20 - z AMH CIRCUIT 36"LONG DOUBLE' - 2.THE FIXTURES SHOWN ON THIS DRAWING ARE INCLUDED IN LIGHTING CONTROL GROUP'E'. Q- TUBE.FLUORESCENT O 48"DINNERWARE SIGNBAND/LIGHTBO% 6-13 WATT COMPACT FLUORESCENT LAMPS(78 VA) 12 LIGHT FIXTURE-'* 'CLOF HEADER - Oa 3."FIXTURE NOTES"CORRESPOND DIRECTLY WITH POWER PLAN NOTES TENANT'S PLAN F3. o 0 � 48"DINNERWARE FLATWARE 3-21 WATT T5 Fl-UORESCENT LAMPS(63 VA) 15 .. 23_-- � 20° O m Q W (� 48"STEMWARE CASE 3-13 WATT COMPACT FLUORESCENT LAMPS(39 VA) '- I FIXTURE NOTES(S=bols Etc.) 48"BATH VIGNETTE 3-13 WATT COMPACT FLUORESCENT LAMPS 39 VA) 2�, CIRCUIT SELECTOR _ 2.CONTRACTOR SHALL PROVIDE PLUGMOLD IN LOCATION DESIGNATED BY BBB. AFTER BBB FIXTURING IS f 48"SIGNBAND W/SINGLE LAMP 1-25 WATT FLUORESCENT LAMPS(19 VA) 52 CABLES EXTENDER UNIT INSTALLED,CONTRACTOR SHALL PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT.CONTRACTOR ? SHALL FURNISH AND INSTALL PLUGMOLD-WIREMOLD NO.09043,CATALOG NO.V20-C2(40"LENGTH, 0 48"SIGNBAND W/DOUBLE LAMP 2-25 WATT FLUORESCENT LAMPS(37 VA) 27 HEADER CLIPS RECEPTACLES SPACED 8"D.C.). !Qp 48"SIGNBAND W/O LIGHT(no P-1) -- \ aC p F MISC.ITEMS(720 VA)TYP.VERIFY 2 m O WIREMOLD/V20-C2 VACUUMS-PLACE ON SIGN BAND CIRCUIT 2 -- 1 2 DESIGNER NOTE CHECKLIST KEY NOTES =bols O. O Etc 1 Y LIGHTING-76 LAMPS W/25W BULBS 2' EOi3-/8' E0 (� 1. ELECTRICAL SUBCONTRACTOR TO CONNECT SPECIALTY LIGHTING TO FIXTURE IN RACK AS SHOWN AND CONNECT 3 _ 47 7/8" _- TO OVERHEAD JUNCTION BOXES AS FOUND ON SHEET E2.1.ELECTRICAL SUBCONTRACTOR TO INSTALL LAMPS •• •�• GONDOLA FIXTURE 1-32 WATT FLUORESCENT LAMPS 25 VA 21 X 12 W GONDOLA FIXTURE 1-25 WATT FLUORESCENT LAMPS(19 VA) 24 PROVIDED BY TENANT. o _ _ z� � F 48"DINNERWARE FLATWARE(W/0 LIGHTS - 2. CONTRACTOR TO PROVIDE(2)CIRCUIT DISTRIBUTORS(CD)AND(2)DUST COVERS(RDC3)AT EACH OUTLET. z °d 0 1-25 WATT FLUORESCENT LAMPS AND (19 VA) 1 X z 48"SIGNBAND W/LIGHT @ PLUGMOLD WIREMOLD N V20-C2 2 3. IF CONNECTING SPECIALTY LIGHTING WITH MODULAR`WRING IS NOT ALLOWED BY LOCAL CODE,THEN ELECTRICAL O CONTRACTOR WILL BE RESPONSIBLE FOR HARD WIRING. 2 XS 0 y3 H SPECIALTY LTG, POWER REQUIREMENTS ' 19 PLAN VIEW-SIGN BAND 18 NOTES 16 SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. k z J-BOX MOUNTED IN JOIST SPACE,24'-0''.ON W CENTER,TYPICAL.AS SHOWN ON E2.1 Q � z Ll 12'-0"MAX. J-BOX WITH (2) Og CIRCUIT DISTRIBUTORS r W (LITHONIA- - LITHONIA RELOC- RE-LOG")PROVIDE CIRCUIT DISTRIBUTORp g Z - DUST COVERS(iRDC3) CD/120V/(D,E or F)/CSA i �'a FOR EACH CIRCUIT m CIRCUIT CABLE EXTENDER CIRCUIT • DISTRIBUTOR AT END � = ---_-_----_� _ -__ -J---�. -1 0 + OF CORD LITHONIA RELOC _ U O SELECT UNIT SELECTOR UNIT __---_ °Ul ICN BAND -CIRCUIT I c CO Z° O — CSU/120V/F/U/CSA NIT -- N 2 LIGHT FLUORESCENT ! SIGN BAND C ` Y Q 0 Q : LITHONIA RELOC 1-p BBB CABLE EXTENDER �- i i I 2 N LU 0 H 12'-4" PATTERN NAME �ERiICA� - "' CE/120V/(D,E or F)/CSA d k= 0 W FIXTURE PANEL (TYPICAL-P-1) Z U 4- VERTICAL 36"SINGLE I 0 ~ a FLUORESCENT FTX1'17RE CD Ill x , Y Q 'I 0) o O } UL ASSEMBLY 962 u I " " " " " " ' I I " > J ¢ o 1 j 0 FINISHED GO, ;D C �> 0 Z J V z O J a SECTION-SIGN BAND TYPICAL 15 ELEVATION-SIGN BAND W/BBB FIXT. 14 PLAN VIEW-SIGN BAND W/BBB FIXT. 13 PERS. ELEC. SPECIALTY LIGHTING 12 Q Z a SOURCE:VER.1.2013 N.T.S. SOURCE:VER..1.2013 N.T.S. _ SOURCE:VER.1.2013 N.T.S. SOURCE:VER,1.2013 1/8"=1'-0° m a V I x N 00 Z CANOPY FLANGE SECURED TO SHELF CEILING AS SCEDULED U� U 4 ON WALL/GONDOLA UNIT. REFER TO Im FIXTURE DETAILS FOR ADDITIONAL X • INFORMATION. O v PROFILE 0 HELF OF � Z w M WALL/GONDO UNIT. REFER TOP OF SHELF FlN,CEILING RE ER TO }U 00 rn TO FIXTURE D ILS FOR REFER TO CORRESPONDING ARCH AWINGS w E Q o^ N ADDITIONAL INFO ATION. FIXTURE DTLS. FOR ADDITIONAL IMF ATION m O FOR ADDITIONAL O O O INFORMATION WOOD LEDGE w z 00 D0 (TYPICAL) ;......; rn �E m Z rmo Q .. J 0 10 10 0 2. O O L1J wm o 7 6"A.F.F.a� E #}i .. 3 4 r .0 SHELF i i ... ..... PRE=FINISHED �+ FIXTURE CANOPY c a W/FLUOR.LIGHT . / �� FIXTURE(TYPICAL) , e ,-� DIBTRIBUTIDN: DATE: PARTITIOf\' ,,!' ! ' REFER TO .,,,,J,,,,. q Prototype Ver.1.2013 10/15/13 CORRESPONDING 1 LAMP FLUOR.STRIP HT FIXTURE oF= ARCH.DRAWINGS ' I PERMIT 07/03/14 SECURED TO CANOPY ANGE. s� PROFILE OF WA FOR ADDI?ZONAL €REFER TO CORRESP DING ELECT. CASE UNIT INFORMATIONBID XX/XDWGS.FOR ADDITI AL INFORMATIONPRE-FINISHED FIXTURE GANG XX,SECURED TO CANOPY FLANGE. WALL UNIT BASE -REFER TO FIXTURE DETAILS FOR DECKADDITIONAL INFORMATION FIN. 2 ' a S TION-SIGN BAND TYPICAL E ATION-SIGN BAND W/BBB FIXT.' SEAS.'ELEC. SPECIALTY LIGHTING 08 SOURCE:VER.1.2013 N,T.S. SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 1/8"=1'-0" a ... ROOF JOIST • .... i .,i:. ............E i epee � I I N VERTICAL MC CABLE O I OR MODULAR WIRING A 5 O ----P-1 P-1 P-1 _ AECi CEILING J-BOX DROPS SHALL BE O PLUMB ....:..,... I:, : SPRING LOADED AIRCRAFT O "' •'' 3 .. v CABLE WITH ATTACHMENT PAINT WHITE ""' ..,.. '• RING AT EACH END,CLIP TO BAR JOIST OR UNISTRUT • L..... ........ SUPPORT AND TO RACKING, .- 'y d d d S�ONA WIRE TIE MC CABLE OR r j, Z d d MODULAR WIRING TO17 AIRCRAFT CABLE J-BOX ON THE : v ..,... v .., ..,..,.., .,. RACKING 2 7 1 8134 7. 2 J,q PSO z v .L,,..,-. . v ..... .. a CgRY GLASS N z.a J �,a O - P-1 P-1 O P-1 P-1 1.., e. ... ....,. .,..,. i ........ I....... DRANINO TIRE: F. I SPECIALTY LIGHTING k PLANS&DIAGRAMS RELOC POWER DROP 05 H SPECIALTY LIGHTING CLEANING SPECIALTY LIGHTING 03 DINNERWARE SPECIALTY LIGHTING 02 COFFEE, ELECTRICS, COOKWARE 01 Fr/� 0 SOURCE:VER.1.20131 N,T,S. SOURCE:VER.1.2013 1/8"=1'-O' _� � SOURCE:VER,1.2013 V -1'-0" SOURCE:VER.1.2013 1/8"=1'-O" SOURCE:VER.1.2013 I 1 1 2-1 RO SIDE F S FRONT SIDE FRONT SIDE FRONTZ �d<cc og \ R Id- -- 0 12 FT LIGH CANOPY LIGHT BOX 12 FT CANOPY �� 12 FT CANOPY 12 FT LIGHT CANOPY LIGHT BOX O zw - HELF WOOD SHELF - - F 11 FT 11 Fr GLAS S it FT 11 FT �{ I A 3Rg$ 10 FT 10 FT q a _ 10 FT 10 FT GLASS SHELF. J 1WOOD SHELF -I ° a FT .-..._. - 9 Fr TI- -, y FT _ - _ - 9 FT DESIGNER NOTE CHECKLIST p - -- W 12 8 FT WOOD SHELF.. - B FF - 8 FT WOOD SHELF - - 8 FT = LIGHT CANOPY LIGHT BOX SIGN HALAL - .. LIGHT CANOPY LIGHT BOX �-_. � � � a i$F Z 7 FT 7 FT .__ - 7 FT _ _ 7 FT .._ ._ _ - __. ------ �k' ELF 6 N N ... -_ (p GLASS SIIL1� _ -_ _' GLA _ _- D WJO55 NFCLF __ i __ (V 6 FT -- N 6 FT K 8 FT 6 FT -_ I - 0 5 FT 5 FI 5 FT - 5 FT _ S - F - _ ----- WOOD SHELF __ Z a FT WOOD SHELF T — a Fr 4 FT . o w z rr Z 3 FT 3 Fr 3 FT ILE WOOD SHELF WOOD SHELF. - 3 FT 'W - 0r w 2 FT I 2 FT .. 2 F7 WOOD SHELF _ 2 FT ppppp� Z WOOD SHELF N 1275 d'W 1 FI 1 FT 1 FT 1 FT 'j . I.�, _..__ WOOD SHELF 5u E i o� � I _ U U WOOD SHELF - - M WOOD SHELF _..I W YI Y Ha- 0o DISPLAY AREA. 7' X 4'=28' DISPLAY AREA 4' X 4'=16 DISPLAY AREA 3'-6"' X 4'=14 DISPLAY AREA 4' X 5'=20 w Z� SQ.FT-6-13 ;WATT CFL=7& SQ.FT 3-21 WATT SQ.FT 3-13 WATT CFL=39 SQ.FT 3-13 WATT CFL=39 - U ° WATTS'/ FI>'TURE FLUORESCENT =63 WATTS / WATTS / FIXTURE WATTS / FIXTURE O z0 FIXTURE Z LU w 1 a O O O c 'd 0- o } m Z J xa z �� Z Z DINNERWARE SIGNBAND/LIGHTBOX 14 DINNERWARE FLATWARE 13 STEMWARE CASE 12 BATH VIGNETTE 11 m a I oSOURCE:VER.1.2013 1/2"=V-0" SOURCE:VER.1.2013 1l2"=1'-0" - SOURCE:VER.L2013 1/2"=1'-0" SOURCE:VER.1.2013 1/2"=1'-0" �� X\ w U6 -V LE5Z) Q 4 2'-1' 4' 2'-1' 4' t6D ' 1" = z L " 'I FRONT * SIDE FRONT SIDE FRONT E I— WE< Q W Q O W N p O O °WOK 0 Q W 1/J'fJl _mZ t t 12 FT 12 FT 12 FT Q Z^^ 1 ICH T CANOPY LIGHT BOX LIGHT CANOPY.' LIGHT BOX Q m 0-L z o 0 1 I I it Fr- 11 Ff 11 FT 1 r 1 CO U 10 FT '� 10 FT 10 FT �_� IBUTION: DATE:9 FT 9 FT Hr0 9 FT DISTRIBUTION:------ --. Prototype Ver.1,2013 10/15/13 r -8 FT B Fr -- _ R FT _ PERMIT 07/03/14 SI^ BAND • 1 SIGN BAND SIGN HAND LIGHT BOX BID XXD( I_ 7 FT _ 7 Ff 7 FT --._.. _i _ N X/XX/X N c} 6 FT p -- _ _ N- 6 FT N N 6 FT (;LASS SHELF 5FT 5FT 5FT ---- GLASS SHFI_F 4 FT �Ik,;VIGNETTE SHELF -_-- --- 4 FT 4 FT �— _... Gloss SHFIF 3 FT 3 FT I 3 FTTTF I II N _ G.nSS SH F.F 2 FT - 2 FT 2 FT ARCH.RROJECT# BBB PROJECT# 1 FT 1 FT 1 FT DRAwN: cNEckED. a DISPLAY AREA 4' X 4'=16 DISPLAY AREA 4' X 4'=16 DISPLAY AREA 12' X 4'=48 FOR SQ.FT, FLUORESCENT=19 WATTS SQ.FT 3-13 WATT SQ.FT 6-13 WATT FLUORESCENT INFORMATION / FIXTURE FLUORESCENT=39 WATTS / AND FIBER OPTIC ILLUMINATOR ONLY FIXTURE 68 WATTS = 146 WATTS / FIXTURE - 'C3 C1 DRAWING TITLE: SPECIALTY LIGHTING ELEVATIONS SIGNBAND-SINGLE LAMP 04 p Nr-- T 9JSED 03 FTG FLATWARE 02 rFTG 01— E2.5 COJIrCE:VER.1.2i"3 1!2"=1'-0" SOURCE:VER.1.2013 SOURCE:VER.1.2013 1/2"=V-0" SOURCE:VIER. 1/2"=1'-0" 3-INCH CONDUIT W/PLASTIC BUSHING BY TELEPHONE SERVICE. I G.C.FROM TELEPHONE D-MARK IN CABINET NOTES FOR THIS DRAWING (C E 'A'STUBBED 4-INCHES BELOW CEILING O 5 1. ALL GENERAL POWER IN THIS AREA SHALL BE CIRCUITED TO PANEL LA. _ 4-INCH CONDUIT W/PLASTIC BUSHING BY 4-INCH CONDUIT W �i T 0" 5'-0" T-7° G.C.FROM PULL BOX ABOVE GENERAL L- -� - -l / 2. ALL POWER REQUIRING AN ISOLATED GROUND SHALL BE CIRCUITED 70 PANEL LB. �� 2 n -- PLASTIC BUSHING BY C.C. Q / OFFICE STUBBED 4-INCHES BELOW CEILING L___fL w � _%=j FROM PULL BOX ABOVE yPSS 3. ALL LIGHTING SHALL BE CIRCUITED TO PANEL HA. 2 F' -� U F_s--� GENERAL OFFICE STUBBED Q ,9 4-INCHES BELOW CEILING 4. CONTRACTOR TO REFERENCE ARCHITECTURAL DRAWINGS FOR SITE SPECIFIC MILL a O LA-18 ILA-ILA 8 LA-18 / � y F �ti WORK. S. ee W r r 5. UNISTRUT SHALL BE MOUNTED SUCH THAT THE OPEN SIDE OF THE CHANNEL IS O 4 LA-18 �� , ' FACING THE CEILING,UNISTRUT SHALL BE PAINTED TO MATCH THE CEILING. V d = CABI ARE BOTTOM FEED(TYPICAL). - - ®LA-18 ® ------- " L _S Z7 6. IF ELECTRICAL PANELS(LA,LB OR OTHER)ARE LOCATED IN AN OFFICE OR BREAK g II'' _ ! ROOM,THEN PANELS SHALL BE FULLY RECESSED INTO WALL.WALL THICKNESS CABIry T'A'FOR \� _ _ SHALL BE ADJUSTED ACCORDINGLY,COORDINATE WITH ARCHITECT. O 7ELE CIE.FACP SECURITY, J� t✓ LA-Is MULTI- o ® ` ® a FIXTURE NOTES(S=m gjs ❑1 . 2❑ Etc.) I ]FT OUTLET i r 1-6 1-2 H I SECONDARY FEEDERS,REFER TO LA-18 fE� "' VIEW Z' 3. PROVIDE POWER AS SHOWN AT JOIST FOR FUTURE REGISTER LOCATION PROVIDE ONE-LINE DIAGRAM,SHEET E4.2 LB-23 c 3/8"=i'-0" r ONE I.G.CIRCUIT AND ONE REGULAR CIRCUIT. DESIGNER NOTE CHECKLIST Y AND DIVISION OF RESPONSIBILITY, 14. PROVIDE(7)3"CONDUIT IN CEILING FOR TELEPHONE SERVICE FROM TELCO D-MARK k 0 _ SHEET E2.1. VIEW 'X' VIEW w' CASH OFFICE KEY IN CABINET TO CASH OFFICE AS SHOWN.CONDUIT FOR TELEPHONE SERVICE AND m A--� ��- 3/8" 1'-0" 3/8"=1'-0' S6K DIGITAL CIRCUIT._ METER AND CT'S VOICE RACK DATA RACK LOOSE EQUIPMENT 76. PROVIDE(1)4`CONDUIT FROM EACH EQUIPMENT RACK IN THE CASH OFFICE(TWO z °a Tad 6 I- LOCATE CONDUIT TIGHT TO WALL AND 1 INCOMING TELCO SERVICES PANEL 16 ROUTER A 56 BLOCK TEIE DEMARC EXTENSION TOTAL)TO THE 12"X12"PULL-BOX(ABOVE'GENERAL OFFICE'CEILING/SEE 75 CR 9 8 TRAN R ER Ti ON SHELF®13'-0"A.F':F. NOTCH CEILING TILE ACCORDINGLY 2 TELEPHONE SYSTEM 17 DATA SWATCH 11 .254 PLANS).PROVIDE(1)6"%6"PULL-BOX ABOVE EACH REGISTER LOCATION(AT JOIST 1 a X 13 X W _ 1 (7YP.) 3 TELEPHONE SYSTEM e.analon Not 18 DATA SWITCH Y2 .253 B U.P.S. LEVEL)DAISY CHAINED IN A STRAIGHT LINE USING 4"CONDUIT WITH THE FINAL 4" O 03 01 4 TELEPHONE STATION PATCH PANEL 19 DATa SWITCH y3 .252 CONDUIT LEG CONNECTING TO THE 12"X12"PULL-BOX(ABOVE'GENERAL OFFICE' 2 X > 3 "RE MANAGEMENT 20 RF SWITCH C U.P.S. CEILING). PROVIDE( E 1 4"CONDUIT FROM THE 12"X12"PULL BOX ABOVE'GENERAL 12 0 4.3 E3.1 5 TELEPHONE SYSTEM PATCH PANEL 21 DATA PATCH PANEL LA) ( 3 X G9 K OFFICE'CEILING)STUBBED THROUGH THE REAR WALL OF THE OFFICE CORE(AT SHELVING T WIRE MANAGEMENT 22 1NRE MANAGEMENT D P.O.S.CONTROLLER JOIST LEVEL)EQUIPPED WITH A PLASTIC BUSHING AT THE PROJECTING END. 4 X D (1- - ABOVE 8 MUZAK RECEIVER TUNER 23 P.O.S.PATCH PANEL F --1 MULTI REFER TO 9 MUZAK AMP 24 WARE MANAGEMENT E U.P.S. PROVIDE PULL STRING THROUGHOUT. REFER TO DETAIL 72/E3.1. fL O 06/A8.2) 10 POWER STRIP 25 POWER STRIP 17. PROVIDE DOORBELL MOUNTED AT 14'-6"AFF UNLESS OTHERWISE NOTED. . EQUIPMENTS RACK�,+-__L r.�*e I 11 SPACE 25 SPACE g X C. (BY OTHERS SHE 12 SPACE 2] SPACE 23. PROVIDE 3/4"CONDUIT WITH PULL STRING BELOW SLAB AND TO E.A.S.PEDESTAL. (` N - III Z W X BELOW 13 SPACE 2a SPACE REFER TO DETAIL 11/E4.3 FOR MORE INFORMATION. 7 X _ FFF -� I (REFER TO 14 SPACE 29 SPACE 0 �� E J I.G. Y j 01/A8.2) 15 SPACE 30 SPACE 24. PROVIDE 1/2"CONDUIT W/PULL STRING IN SLAB FOR INTERCONNECTING CABLES g X W BETWEEN E.A.S.PEDESTALS. REFER TO DETAIL 11/E4.3 FOR MORE INFORMATION. Z . U__.___ I NOTES: 9 X K' W - ' _____ 25. FOR ALL REGISTER BAYS AND THE CUSTOMER SERVICE DESK: PROVIDE"FAST LANE EQUIPMENT RACK 1 .G. n B THE TWO OUTLETS SERVING THE EQUIPMENT RACKS SHALL POWER SYSTEM"AS MANUFACTURED BY BOSTEN RETAIL PRODUCTS.SYSTEM 10 X (ABOVE) ' j QUAD OUTLET® BE DEDICATED I.G.CIRCUITS. ALLOWS FOR 1 1 _ A 5'-4"AFF+ 2.G.C.SHALL PROVIDE AND INSTALL ALL MILLWORK IN ()I.G.CIRCUIT FOR EVERY(2)I.G.DUPLEX OUTLETS AND(1) 11 H W DUPLEX OUTLET• ACCORDANCE WITH ARCHITECTURAL DRAWINGS. GENERAL POWER(G.P.)CIRCUIT FOR EVERY(4)G.P.DUPLEX OUTLETS.SYSTEM 11 X 3'-4"AFF(TYP. 3.G.C.TO PROVIDE PROTECTIVE COLLAR AT ENDS OF EXPOSED COMPONENTS INCLUDE: FLEXIBLE METAL CONDUIT HOME RUN CABLE; POWER U EQUIPMENT RACK�2 CONDUIT TO PREVENT DAMAGE TO WIRING. DISTRIBUTIOI,BOX; EXTENDER CABLES G G P) 2 CHANNEL POWER POLE; AND12 X ppQ W Z AT 2 LOCATIONS) (A N/ L� Z<� Uw a F-.E-T (ABOVE) - 4.REQUIRED ADA CLEARANCES MUST BE MAINTAINED. DUPLEX RECEPTACLE BOXES(I.G./G.P.).HARD WIRING OF SYSTEM LIMITED TO X W CONNECTION OF HOME RUN CABLE TO PANELS LA AND LB. o ENLARGED POWERWALL DETAIL 19 vlEw °v' PLAN vlEw CASH OFFICE ELEVATIONS 17 26. POWER MAIN DISTRIBUTION BOX(FAST LANE POWER SYSTEM). (0 Z 3/8'=1'-0" , 1/4`=1'-0" 2_ J-BOX FOR HAND DRYER.REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT [ -J N} SOURCE:VER.1.2013 1/4"44" SOURCE:VER.1.2013 AS NOTED LOCATION.SET HAND DRYER TO HIGH SPEED(8,200 RPM). '1 Q Z Q - `E 28. PROVIDE 3/4"CONDUIT WITH PULL STRING FROM ELECTRIC ROOM'B'TO STUB 0 HOMERUN CABLE(SUPPLIED F 0 THROUGH BOSTON RETAIL)TO I (W/BUSHINO)AT VESTIBULE WALL.(12'-0"A.F.F.) O F. PANELS TO BE SECURED TO , At cr U UNDERSIDE OF ROOF JOIST ( I L 15 I rj 22 KEY NOTES (Symbols O. O Etc. O 0= TO NEXT REGISTER AS REQUIRED 12 -15-I'CA=TSB (n Z 13 26 14 11 BEAM CLAMP MOtl T LB-20 LB-20- LA-15 1.TELCO AND T1 CIRCUIT TO BE EXTENDED FROM TELCO D-MARK TO CASH OFFICE.T1 F LA-15 CIRCUIT SUPPLIED BY LOCAL TELCO.LEAVE COILED IN CEILING ABOVE EQUIPMENT L Z >w U X m 0 LOCATION. 0 F W= HOMERUN CABLE(SUPPLIED - 41 ¢ y H THROUGH BOSTON RETAIL)TO el - r 2. CONTRACTOR MAY MODIFY LAYOUT OF EQUIPMENT/CABINETS FOR FUNCTIONALITY 1g U Y �I REASONS. HOWEVER,ALL REQUIRED CLEARANCES MUST BE MET. O a a CEWNG STRUCTUR EN 6 PANELS 70 BE SECURED TO II LA-17 0 Q O UNDERSIDE OF ROOF JOIST ----ail II` LA-17I LA-17 3. VENDING MACHINE RECEPTACLES. r -+ a } MOUNT AT A-17 LB-22 4. NOVAR SENSOR FOR AIR CURTAIN TO BE LOCATED ON WALL PER 03/A9.1.PROVIDE 0 ZE Z J THREADED ROD 17 BACK BOX WITH 1"CONDUIT AND PULL STRINGS IN WALL TO CEILING SPACE. ¢ UNISTRUT BRACED TO STRUCTURE AS 7'-0"AFF LA-21 O J =H 12 LB-24 - COORDINATE EXACT REQUIREMENTS WITH MECHANICAL SUBCONTRACTOR. C } Q q1 D.2 REQUIRED TO EXTEND BETWEEN POWER LL POLE AND CONDUIT TO PROVIDE BRACING 10 F 5. PROVIDE JUNCTION BOX FOR WATER HEATER MOUNTED ON STAND. U VI 0 TOP OF ROOF --- O - Z Z IE \ FRAMING MEMBER -- 1 I >T Q 0 a SLATWALL ENCLOSURE BY BBB - LA-19 B. PROVIDE A DEDICATED CIRCUIT FOR THE FACP,CIRCUIT TO LC-41.PROVIDE A O j F J J'�r, rlTYPICAL LA-21 ( LB-24 16 LOCKABLE TYPE CIRCUIT BREAKER FOR FRCP.CONTRACTOR TO HARDWIRE 16 CONNECTION TO FACP PER CODE. H VI REGISTER EGISTER EXCESS CABLE OX 0 MAXEXTENDER CABLE 7. PROVDE 4"CONDUIT WITH PLASTIC BUSHING(BY GC)FROM PULL BOX STUBBEDZ O CABINET ABINET SHALL BE COILED 12"A LA-11 THRU REAR OFFICE CORE WALL AT JOIST LEVEL FOR LOW VOLTAGE WIRING FROM Q AND SECURED TO 1 LB-28 ABOVE CASH OFFICE TO REMOTE SALES DESKS.FIELD VERIFY ACTUAL LOCATION OF �✓ U^ BAR JOIST LA-31 CONDUIT IN FIELD WITH BBB CONSTRUCTION 0 PROJECT MANAGER. ¢ i • �'� O O LA-31 I 8. PROVIDE DEDICATED PHONE LINK(T1)ADJACENT TO NOVAR PANEL. Z m v LA-25 1 1 9. NOVA R OVERRIDE SWITCHES ARE FACTORY MOUNTED IN THE DOOR OF THE U 4 0 3 GFI 1 1- 17 POWERWALL BY CPI. CO L r GO O FASTLANE POWER MAIN �� - 1 E3.1 10. 20'LONG POWER POLE,TWO CHANNEL,(2)10'L.SECTIONS W/COUPLING(FAST 6 O I I DISTRIBUTION BOX REFRIG. GFI G I GFI - 1 LANE POWER SYSTEM). /`� w 2 op0 m 17 MOUNTED ON UNISTRUT RECEPT. LA-2 I I I 2 CO UO to TYPICAL O 11. ISOLATED GROUND POWER EXTENDER CABLE(50'L.)(FAST LANE POWER SYSTEM). Q Of-I Z.-.^ => CI]a_p O O7 OJ ,yl O LA-31 12. GENERAL POWER EXTENDER CABLE(50'L.)(FAST LANE POWER SYSTEM). p< Z opj 1 �Ow REFER TO DETAIL 03/A8.4 FOR 44 AFF 16 13. FASTLANE POWER HOME RUN CABLE(SUPPLIED THROUGH BOSTON RETAIL),LENGTH �J m C) i6'-6"A.F.F.OR 1'-0" RECEPTACLE LOCATIONS LA-31 AS REQUIRED,ROUTE TO PANELS LA AND LB AS SHOWN AND SUPPORTED PER SIDE ELEVATION REAR ELEVATION ABOVE LIGHT FIXTURE O 60"AFF LOCAL CODE CABLE TO BE RUN PARALLEL WITH STRUCTURE AS SHOWN ON PLAN. 14. POWER SPUTTER(GENERAL POWER)(FAST LANE POWER SYSTEM). JIRING 14 EQUIPMENT MOUNTING DETAIL 13 MEZZANINE FLOOR PLAN-POWER 12 15. GENERAL POWER DUPLEX RECEPTACLE BOX(FAST LANE POWER SYSTEM). TYPICAL REGISTER BAY y/. ° DISTRIBUTION: DATE i6. ISOLATED GROUND DUPLEX RECEPTACLE BOX(FAST LANE POWER SYSTEM). Prototype VBf.1.2013 10/16/13 SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 1/8"44" 17, GALVANIZED STEEL DUST COVER. PERMIT 07/03/14 HOMERUN CABLE(SUPPLIED THROUGH BOSTON RETAIL)TO _ 18. CONTRACTOR SHALL PURCHASE"FAST LANE POWER SYSTEM"FROM BOSTON RETAIL BID XXr=xx PRODUCTS,CONTACT PATRICK NAGLE AT 1-800-225-1633,EXT.242. PANELS TO BE SECURED TO B UNDERSIDE OF ROOF JOIST 19. ALL EXCESS CABLE RELATED TO"FAST LANE POWER SYSTEM`SHALL BE NEATLY TO NEXT REGISTER AS REQUIRED 12 13 6 14 11 COILED AT CEILING OR UNDERNEATH REGISTER BAYS.DO NOT CUT CABLES. i J 20. DUST COVERS PROVIDED DO NOT PROTECT THE PORTS OF THE POWER MAIN LA-39 DISTRIBUTION BOX AND MUST BE PROTECTED PRIOR TO PAINTING. II � "P± I LB-28 + 21. POWER MAIN DISTRIBUTION BOX AND POWER HOME RUN CABLE SHALL BE INSTALLED O PRIOR TO PAINTING OF STRUCTURE,ROOF DECK,ETC.REFER TO DETAIL 13/E3.1 zz CEIUNG STRUCTURE FOR INSTALLATION. 22. SPECIFIC TO CUSTOMER SERVICE DESK ONLY,IN ADDITION TO POWER EXTENDER _i LA-39 CABLES,ALL DATA CABLES WILL BE RUN IN THE TWO CHANNEL POWER POLE. ' UNISTRUT BRACED TO STRUCTURE AS 12 ---- - REQUIRED TO EXTEND BETWEEN POWER LA 33 XFMR.T2 f Ii POLE AND CONDUIT TO PROVIDE BRACING 10 - PANEL ❑ 19 „ NOTES 06 8-30 PANEL LA SERVICE DISCONNECT MOUNTED iO BELOW OR ABOVE PANEL LB NOTE: SPECIFIC TO CUSTOMER SERVICE SLATWALL ENCLOSURE BY BBB SOURCE:VER.1.2013 N.T.S. DESK ONLY.VOICE/DATA WIRING TO RUN DOWN OPEN CHANNEL WITHIN POWER POLE. II T-0' 7'-1i 1/2' 17-0' ARCH.PRD EGrtt IBM PRD,EGrx 10 i6 10 �� LA 1 LA 3 LA- 19 12 DRAWN: CHECKED: < 12 11 TYPICAL 15 16 A G34 L 33 LB 1 LB 3 LB-3 _ SD .o-.........� I. ____ - ...... �I�I� P5 _ 1 I FACP 2 SECURITY 27 27 2 25 8 I.G. 1 LC-41 PANEL I.G. I.G. I I. 25 .G. i6 S\DNA e ;J 15 LA-5 11 LB-29 AEG\ Rf C�2 LA-'30 LA-32 28 1 i6 Lg_g o 1 [§] - 4 NOTE: L®7®LB-31 ALARM RECEPTACLES O • • 0 1 ® CONTRACTOR SHALL {21/I_ FURNISH AND INSTALL 1 V `T2 • o" 26 20 21 i EQUIPMENT TO BE SMART BLOCK 1 4 23 17 4 4 I,.� 16 MOUNTED INSIDE ST •2` ,,,......_.. ...�.. CABINET'A'.CABINET'A' SECURITY RJ-31X F>F OF P O TYPICAL "..."......................:: .. F____T__ T T _ T: IS FURNISHE CPI, 1§1 CqR A�I I D BY 66 BLOCKS Y GL SSV REFER TO DETAIL 03 ry 0 O _ SHEET E4.3. ------ O O O I I� rT i'y _T i r' .-. r � iiri i i r i i i i iiI 1 1 I I I I I I I I i 1 I I I I I V P L I I I I I l l l l l l l l I FUTURE \ ! ...... 21 T13 r i I FACP j I BATTERY DRAWING nne Ii Ii �AJ A.7 B.2 87 D I Box I ELECTRICAL REAR ELEVATION REFER TO 11/E4.3 FOR MORE-/i ______J DLEMARKE LARGE SCALE DETAILED INFORMATION REGARDING E.A.S.PEDESTALS PLANS AND _ DETAILS CUSTOMER SERVICE DESK WIRING 04 FIRST FLOOR PLAN - POWER 02 CABINET 'A' ELEVATION 01 -- SOURCE: VER.1.2013 N.TS. SOURCE:VIER.1.2013 1/8"=1'-0" SOURCE:VER.1.2013 1/2"=1'-0" E:•1 CC 4.25 NOTES FOR THIS DRAWING �p �S (CHANNEL i. THIS DRAWING IS INTENDED TO BE A SCHEMATIC DIAGRAM TO SHOW THE INTENT (62 CONNECTOR) OF THE LIGHTING CONTROL SCHEME. REFER TO DRAWING E2.3,E3.1,AND PANEL �6 Z 8 i7n) e D e SCHEDULES FOR ACTUAL CIRCUITING. Qei �1 O a 2. LIGHTING CONTROL GROUP'E'IS NOT INDICATED IXJ THIS DRAYANG.THIS Y �r CONTROL GROUP IS THE SPECIALTY DISPLAY LIGHTING.REFER TO DRAWING E2.4 N ' FOR INFORMATION REGARDING THESE FIXTURES. �O p P� y JJJ""��--- U! 3. THE LIGHTING IN THE BRIDAL REGISTRY SHALL BE CIRCUITED THROUGH LIGHTING Lr��0 P/ _ O ® - - CONTROL GROUP'C'.ALL OTHER OFFICE ARE LIGHTING SHALL BE CIRCUITED F 7 12 �--'--- - --r- - -- THROUGH UGHTING CONTROL GROUP'A'. J D NOTE: - ® ' �___� -� ) _..._-_o NOTES 16 8y7� Y FROM FIXTURE TO SUPPORT ABOVE. 9 DESIGNER NOTE CHECKLIST �8 o CONNECTOR INSTALLATION FOR ROW MOUNTING APPLICATIONS SOURCE:VER.1.2013 N.T.S. IX CABLE TO BE HUNG 90-DEGREES D - a a i 2 NOTE: - ALIGN CONNECTOR NTH TABS IN CHANNEL AND SLIDE UNTIL MOUNTING HOLES H CABLE ASSEMBLY INSTRUCTIONS ¢ CLF_AR.FASTEN CONNECTOR WITH SCREW SUPPLIED. LOCATED ON CABLE PACKAGING. W 8 SLIDE BRACKET SSH I X Z 3 13 - SLIDE rlE%T CHANNEL IN ROW UNTIL CONNECTOR INSERTS IN PLACE;FASTEN USED TO ATTACH HANGER O CONNECTOR WITH SCREW SUPPLIED. TO THREADED ROD. 2 X 0 II ''I l 3 X CONNECTOR INSTALLATION 19 k- <6 X X _ a - SOURCE VER.1.2013 N.T.S. III ck a ANGER BRACKET AS ZO O_ .. - __ [ TYP. MANUFACGHT TURED XTURE HBY OPTIMUM LIGHTING, 0 I TO BE ATTACHED TO THE TOP OF THE W i III LIGHT FIXTURE. W w SLIDE BRACKET DETAIL 11 O \ « SOURCE:VER.1.2013 N.T.S. 1r II,�a 0 w ON \ if �W '-�I�T�- -� ROOF CZ Q ��- ® - BARo INSTALLATION INSTRUCTIONS ® ® �❑ o- I ® ® 4 J-BOX FOR ICUIT y H ___ __ 0 w 1. INSERT SOCKETS INTO SOCKET TRACK.SECURE SOCKET SHOULDERS ON BOTH SIDES OF 7. PUSH THE CABLE TAIL END THROUGH.A GROOVE OF THE FASTENER. III ""`I'""IiR immlmm II rmm BEVELED WASHERS AND 4- U F TRACK FOR PROPER OPERATION. - n +"^ LOCK NUTS BOTH SIDES. p F- U= 8. INSTALL SLIDE BRACKET OVER THE CHANNEL.(REFER TO NOTES BELOW FOR LIGHT FIXTURE - _ -- 3/8"0 ALL THREAD ROD OCCURS AT EVERY U _ F 2. INSERT ENDPLATES INTO CHANNEL. SUPPORT SPACING). - Ae ___ _ - OTHER JOIST. 0) Z LLI L N Q 3. T R F T R 11 O > INSTALL E LEC 0 S-w () 9. INSERT THE TOGGLE ENDS INTO THE TOP OF THE SLIDE BRACKET. 0 F � 3 MC CABLE.SUPPORT TO ALL THREAD ROD. y Y O I}}=- 4. SECURE RELFECTOR(S)WITH 1/4 TURN FASTENERS PROVIDED IN PARTS BAG. 10. PASS THE CABLE THROUGH THE CAPTURE LOOP. rn O w F 5. INSERT LAMPS INTO SOCKETS AND ROTATE UNTIL LAMPS PROPERLY LOCK INTO POSITION. 11. RETURN THE CABLE TO THE FASTENER AND PUSH THROUGH THE SECOND GROOVE.PULL THE n ae ae ae ae abe O o D.e Z Q DESIRED LENGTH OF CABLE THROUGH TO RAISE THE FIXTURE TO THE DESIREDHEIGHT. ATTACH LIGHT FIXTURE TO SLIDE BRACKET(REFER TO a'1 >0 6. THREAD THE TAIL OF THE CABLE AROUND AN ANCHOR POINT AT THE CEILING LEVEL. DETAILS 05/1&14/1 FOR SUPPORT SPACING) 12. TWISTER SHALL BE USED TO SECURE LOOSE CABLE TOTHE MAIN LINE. E) Z J =H 13. ANY LIGHT FIXTURE(8'-0"OR LESS"IN LENGTH)WHICH IS INDEPENDENTLY SUPPORTED SHALL PLAN®NORTH z O N HAVE A MINIMUM OF TWO SUPPORTS WITH EACH SUPPORT LOCATED 6"FROM THE END OF LIGHTS PERPENDICULAR TO JOIST } LL . N O 7 THE FIXTURE. O wlo� Z Z \\\ - ;�T N ALONE APPLICATION 14 LIGHT GROUP'C' CUSTOMER LIGHTS 12 m a v Q= J-BOX FOR CIRCUIT ROOF F N SOURCE: VER,1,2913 N.T.S. SOURCE:VER.1.2013 1/32"=V-0" (yX\ 0 H D TO Z 8 13 - - -�� BOTTOM CHORD UNISTRUT COF JOIST U,-. BAR JOIST WITH BOLT,LOCK NUT AND tL>< • 12 WASHER. Ov O O CC 4.25 11 BEVELED WASHERS AND - }U>00 00 o m (CHANNEL 1 o LOCK NUTS BOTH SIDES. m 4¢ N 0 0 CONNECTOR) c 10 - 7 Y y 3/8"0 ALL THREAD ROD $3 0] c0 co MC CABLE.SUPPORT TO ALL THREAD ROD. Q Z 1a 3 9 m0_nz CI 14 FIXTUREATTACH LIGHT TO DETAILS 05/E3 & E3.2 14/ LIDE FOR SUPPORTBRACKET(2 REFER SPACING) I� 4 w II, o - m -- LIGHTS PARALLEL TO JOIST Q NOTE: t : Dare: . 5 LIGHTS ARE TO BE HUNG FROM THREADED ROD ONLY Pro L A- IF Prototypeotype Ver.1.2013 10/15113 LOCAL AUTHORITYTS CABLE HUNG FIXTURES. - -- � - -_ PROHIBI PERMIT 07/03114 BID X/XXIX LIGHT HANGING DETAIL-ALTERNATE 06 XXII SOURCE:VER.1,2013 N.T.S. ROOF III i _ BAR JOIST O D J-BOX FOR CIRCUIT INSTALLATION INSTRUCTIONS 14 3. i. INSERT SOCKETS INTO SOCKET TRACK.SECURE SOCKET SHOULDERS ON BOTH SIDES OF TRACK FOR PROPER OPERATION. A MC CABLE SHALL BE _J,_- .� TYP. eee 2. INSERT CONNECTOR INTO CHANNEL.SEE DETAIL 19 FOR TOP VIEW. SECURED TO AIRCRAFT ARCH.aR01ECra RRDDecraCABLE XXXXXX v 3. INSTALL REFLECTOR(s) ®m .r LIGHTS PERPENDICULAR TO JOIST DRAWN: CHECKED. 4. SECURE RELFECTOR(S)WITH 1/4 TURN FASTENERS PROVIDED IN PARTS BAG. _ I 5. INSTALL ALIGNMENT CLIPS WITH NEXT FIXTURE IN ROW. IL m ®m 6. INSERT LAMPS INTO SOCKETS AND ROTATE UNTIL LAMPS PROPERLY LOCK INTO POSITION. J-BOX FOR CIRCUIT S\ONA F 7. THREAD THE TAIL OF THE CABLE AROUND AN ANCHOR POINT AT THE CEILING LEVEL. ® m m m __ ROOF QF'01 RF C�2 B. PUSH THE CABLE TAIL END THROUGH A GROOVE OF THE FASTENER. UNISTRUT ATTACHED TO p NINI IRIINI LL.g;'9 ''II'°' BOTTO 1 814 BAR J015 M CHORD OF JOIST 9. INSTALL THE SLIDE BRACKET OVER THE CHANNEL.(REFER TO NOTES BELOW FOR LIGHT FIXTURE SUPPORT li I'I IIII III NliI IiIN IHliiiNlH WITH BOLT,LOCK NUT AND ' _ U iWwxtwikw ' w'' WASHER.MOUNT UNISTRUT 7 3-0 SPACING). _ ae T WITH OPEN END FACING UP. IilNilil lil i 10. INSERT THE TOGGLE ENDS INTO THE TOP OF THE SLIDE BRACKET. C 9Tf OF TOP iv 11. PASS THE CABLE THROUGH THE CAPTURE LOOP. 12. RETURN THE CABLE TO THE FASTENER AND PUSH THROUGH THE SECOND GROOVE.PULL THE DESIRED a ai ae ar ae as ar cx ce Cox 14 LENGTH OF CABLE THROUGH TO RAISE THE FIXTURE TO THE DESIRED HEIGHT. 3, 13, TWISTER SHALL BE USED TO SECURE LOOSE CABLE TO THE MAIN UNE. MC CABLE SHALL BE DRAPoNC TITLE: 14. EACH CONTIGUOUS ROW OF LIGHT FIXTURES(GREATER THAN 8'-0"IN LENGTH)SHALL HAVE ONE SUPPORT SECURED TO AIRCRAFT LOCATED B"-24"FROM EACH END OF THE ROW.ALL REMAINING INTERMEDIATE SUPPORTS FOR EACH CABLE CONTIGUOUS ROW SHALL BE EQUALLY SPACED WITH A MAXIMUM DISTANCE OF 8'-0"BETWEEN SUPPORTS. PLAN®NORTH LIGHTING LIGHTS PARALLEL TO JOIST SEQUENCING ROW MOUNTED APPLICATION 05 LIGHT GROUP'A'STAFF LIGHTS 02 LIGHT HANGING DETAIL-CABLE 01 F,n} SOURCE:VER.1.2013 N.T.S. i SOURCE:VER.1.2013 1/32"=1'-0" SOURCE:VER,1.2013 N.T.S. ""Z 7 INSTALLATION INSTRUCTIONS B.21/2"'L PEAR CUP TO BE ATTACHED TO �Z RUN CONDUIT FOR POWER 1.CADDY KX HANGER LOOP END OF CABLE. POWER POLE TO BE FASTENED INSIDE CHANNEL OF UNISTRU7 O - 1A.CADDY KX HANGER OR FLANGE MOUNT CONDUIT CLIP PUSH-IN 9.PROVIDE A MIN.OF B'OF SLACK, TO THE TANDEM (6 2.3/4'CONDUIT ��Q �O (9 UNISTRU7 PATH CHANNEL LJ yy�y .THREAD THE TAIL OF THE CABLE AROUND CONDUIT. CABLE AND PEAR CUP TO BE PURCHASED cc 4 SECTION BOLTED ON BOTH FROM OUR.NATIONAL ACCOUNT VENDOR: REF: 05/E3.3 FOR 0 SIDES OF UNISTRU7 4.CABLE TO BE HUNG 90 DEGREES FROM BANNER TO SUPPORT ABOVE TYPICAL DATA DROP r2 0 S.WRAP SLACK AROUND MAIN CABLE LINE. VI NY D ELM NA CO OIL a VIN RD. HUDON C Kpp W EYEHOOK NTH THREADED SHAFT CANTON,MA 02021 O O d W 8.PUSH THE CABLE TAIL END THROUGH GROOVE OF THE FASTENER. PHI aoo-244-8980 U 2 7.RETURN THE CABLE TO THE FASTENER AND PUSH THROUGH THE SECOND -- -- _-- q^ - • h SNAP HOOK(SPRING CUP)FOR STRAIN RELIEF CABLE GROOVE.PULL THE DESIRED LENGTH OF CABLE THROUGH SO THAT THE ® R I Z BOTTOM OF THE PEAR CLIP IS 12'-8"A.F.F.ILI J 2 F PR OVIDE EYE-HOOK AND SNAP-HOOK ROOF ROOF J § q IU ADJACENT TO RECEPTACLE FOR Cs 0 CONDUITS FOR BANNERS TO BE ATTACHMENT OF STRAIN RELIEF DEVICE. _ DESIGNER NOTE CHECKLIST I i SUPPLIED AND INSTALLED BY THE 1-5. EYE-HC.'OK BOLTED TO UNISTRU7.TYPICAL $p$ ELECTRICAL SUBCONTRACTOR.REFER •� 'I /// AT ALL UIdISTRUT MOUNTED RECEPTACLES, BAR JOIST Id ly TO SHEET A2.1 FOR LOCATIONS. P iF li — *'�-UNISTRUT FOR CL OUTLET AND POT BAR JOIST 1 OR 1A n z z°d (0 TOP STOCK ��- RACKS,VERSABAR 1-5/8"STOCK O 5 I 02 1 X IIyy Z II ! ! ! — IVA2PLHX70 OR EQUAL p o I I TYP°, 4 ti 3 I E I E3.3 a 5 4 h BBB Ili ! !OF AISLE! BOTH 1 5 �' 0 BANNER 6b OF AISLE. f (1_ 7 B 9 L Sol Z REFER TO DETAIL LIGHTS v�\� ML HOD3 FOR TO SECURE .�� A.F — e TANDEM REGISTER BAY k 0. CABLE/CUP(TYP.) A.F.F. �S z SOURCE:VER.1.2013 1 N.T.S. F O ALIGN CABLE/CLIP BANNER CABLE/CLIP DETAIL 17 S N WITH FLOORING � _ Z KI TRANSITION STRIP o ) SOURCE:VER. N.T.S. ( 4'RIGID CONDUITS W N �� --" WIREWAY FROM CASHROOM E WIRE sj FQ-W �T DA HON CABLES IIj�r�y��yI J U 2"CONDUIT FOR VOICE/DATA WIRING, J-BOX FOR O �'IQO K Q DATA/PHONE <<<O �a BBB OW 0 •I FIXTURE UNISTRU7 TO EXTEND BETWEEN POWER POLE AND CONDUIT TO PROVIDE BRACING ('7 Q O SLATWALL TO BOX C BRACING C J z Q ' AROUND CONDUIT - 2"RIGID CONDUIT FOR VOICE/DATA WIRE TO REGISTER BAY Y -0 - SLATWALL ENCLOSURE BY BBB N rLu -- t LL o F REGISTER 0 W - - CABINET OF REGISTER BAY MILLWORK ? O W Q MAIN AISLE WIDTH VARIES -- O ® O N L ;p,1 FLOOR TRANSITION LINE DATA PULL BOX 34" 34" 0 F _ L��I FROM FINISHED CONNECT CONDUIT ON FROM FINISHED N U Y O } FLOOR TRANSITION LINE - ON OUTSIDE OF BOX FLOOR TO TOP FLOOR TO TOP O _ a OF COUNTERTOP OF COUNTERTOP T -I Q Q W 0 DATA BOX C -d 0_ Jz O 0 w CONDUIT CONNECTION BRACKET - .----_-_ Q Z J =F NOTE WITH THREADED RECEPTOR FOR 2" O Z O ..J N ELECTRICAL CONTRACTOR TO REFER TO DRAWING A2.1 FOR LOCATIONS CONDUIT SECURED TO UNDERSIDE SECTION-REGISTER BAY STEPS REAR ELEVATION-REGISTER BAY C w 0 OF BANNER CONDUIT AND CABLE/CLIPS. BANNER CONDUIT AND OF MILLWORK p CABLE/CLIP SUPPORTS TO BE SUPPLIED AND INSTALLED BY ELECTRICAL IF PULL B N R QUIRED BY AUTHORITY HAVINGREGISTER BAY ELEV. W Q Z 0 CONTRACTOR. CONTACT NATIONAL ACCOUNT VENDOR FOR CABLE CLIPS.° SALES AISLE ELEVATION 14 SECTION DETAIL @ REGISTER BAYS 13 DATA BOX 12 JURISDICTION.MC CABLE SHALL BE . (VOICE/DATA) 11 a (SPECIFICATION SECTION 10300) REPLACED WITH RIGID CONDUIT. I HN SOUR.CE:VER.1.2G13 N.T.S. I SOURCE: VER. N.T.S. SOURCE:VIER. N.T.S. SOURCE:VER. N.T.S. o¢ —.. —' U L"x T" ITI • /� TWO CHANNEL POWER POLE 2"INSULATED BUSHING v ( EXTENDER CABLES CENTERED IN OPENING Z N HOLE O FACE �I 0 HOLE TO FACE f 0 0 BACK OF ROOM 4 0 BACK OF ROOM 1 0 --�- 4"RIGID CONDUIT OR EMT 8'SQUARE PULLBOX FOR DATA/PHONE O W JL J Ip In II WIREWAY FROM OFFICE FOR DO QQ O 00 POWER POLE CUT OPENING TO ALLOW FOR CABLE ! DATA/PHONE. m W p O o EXTENDER ACCESS(5"X5") III �J DATA CABLES CID < 0] t0 cD 00 1 1 III Q IY J Z..-.� II•L 0°a��oo SLATWALL ENCLOSURE I� EXTENDER CABLES W O D 7 rn �O •'I I I 2 CHANNEL POWER POLE W nU W TOP SECTION TOP SECTION '.I " FREEWIRE DATA/PHONE CABLES I EXTENDER ' 1 CABLE SLATPOLE ENCLOSURE 4"RIGID CONDUIT OR EMT FOR DATA/PHONE SEE DETAIL 2/E3.3 I DISTRIBUTION: WTE: B"SQUARE PULL BOX FOR DATA/PHONE T�•F MIDDLE SECTION I PrototypeVer.1.2013 10/15/13 e 2"RIGID CONDUIT OR EMT FOR DATA/PHONE - POWER POLE BA5; FRONT SIDE PERMIT 07/03/14 PLATE MTD.TO Fl.00R BOTTOM SECTION (cork.SLAB) • BID XXIXXXX UNISTRU7RED BRACED TO STRUCTURE AS F PEOLEI AND TCONDUTNOTO PROVIDE BRACING WHITE,METAL TRIM BOTTOM SECTION SERVICE DESK: SLATWALL GENERAL POWER EXTENDER CABLE PAINTEBETWEEN POWER Xx/=XX PLATE(2 PIECE)(FAST LANE ENCLOSURE BY BBB REGISTER BAY: SLATWALL ENCLOSURE ISOLATED GROUND POWER EXTENDER CABLE POWER SYSTEM) N BY BBB SERV. DESK SLATWALL ASSEMBLY 10 REG. BAY SLATWALL ASSEMBLY 09 _ 21/2 21/ I q 20'LONG POWER POLE,TWO CHANNEL, (2) � � 1,I, t 10' w SOURCE:VER.1.2013 N.T.S. _ SOURCE:VER.1.2013 N.T.S. SECTIONS W/COUPLING(FAST LANE POWER,SYSTEM) >, 1♦♦ REAR DATA/PHONE CABLE MC CABLE FOR POWER 6 ROUTE THROUGH 2'CONDUIT C P • —$ f MC CABLE OR EMT.PROVIDE(1)IG AND DATA/PHONE ROUTED FOR POWER (1)REGULAR CIRCUIT 1 2'RIGID CONDUIT 7—11 1/2" - I OR EMT FOR POWER � �'\. �r SLATPGLE ARCH.XXXXXX FROJECTk BBB PROJECTp 1: LATPOLE ENCLOSURE PLAN DMWN: CHECKED: J-BOX ON JOIST f.� POWER POLE FOR POWER r. 1 ENCLOSURE 2"RIGID I CONDUIT OR 6„ [ - JOISTD TRIM PLATE q N97E \ I I 6 INTERIOR FACE OF 1 814 IF REQUIRED BY AUTHORITY EXTERIOR WALL �\\ \ � I q �I HAVING JURISDICTION,MC " I T":7" 3"s CABLE SHALL BE REPLACED E OFP WITH RIGID CONDUIT. 16�p 5 5 POWER POLE TWO qRY GLASSSC� 6Ve (2) CHANNEL REF: ALL A3 FOR TYPICAL I I SPLINE SLATTING AND CONDUIT 1 MOUNTING DETAIL. I END OF HALF �`^'�- � J � � OPENING- / � J : __ REUSTER BAYS BASE PLATE • NDSE: DRIVING BRE: _ rrY� I 02 IF REQUIRED BY AUTHORITY HAVING MOUNT OUTLETS AT 18'AFF 0` -_---- JURISDICTION,MC CABLE SHALL BE IF REQUIRED BY AUTHORITY HAVING REFER TO DETAIL 11/E3.3. IN THIS SECTION OF REMOTE E3,3 I JURISDICTION,MC CABLE SHALL BE FOR BRACING OF CONDUIT SERVICE DESK E3.3 REPLACED WITH RIGID CONDUIT. SECTION REPLACED WITH RIGID CONDUIT. ELECTRICAL L_______J DETAILS REMOTE SERVICE DESK 05 REG. BAY SLATWALL LOCATIONS = 04 FULL REGISTER BAY 03 POWER POLE ATTACHMENT AT FLOOR 02 CUSTOMER SERVICE COUNTER 01 -- -0 SOURCE:VER,1.2013 N.T.S. SOURCE:VER.1,2013 N.T.S. • SOURCE:VER.L2013 N.T.S. SOURCE:VER.1.2013 N.T.S. ScSOURCE:VER.1.2013 .T E3.3.S. PANEL MUP 3 PH. 4 Wire Volta e: 480Y 277V Special Notes: BOTTOM FED VOLTAGE: 208/t2ov EQUIPMENT GROUND BUS: YES VOLTAGE: 208/t2ov EWIPMENT GROUND BUS:YES rrz a PANEL: LA PANEL: LD �20 AMPS: 100 MCB ISOLATED GROUND BUS: NO AMPS 211 MCB ISOLATED GRWND BUS: NO Amps 800A 65K AIC Rating Main Type: MLO s :6 LOAD (VA) Brkr. CKT. CKT. Brkr. LOAD VA MIN CB IC: 10,000 AIC LOAD PER PHASE MOUNTING: SURFACE MIN CB 10: 10,000 AIC LOAD PER PHASE MOUNTING: ISURFACE �Q NOVM NK MRE ME IM NOVAR NOVM NK ME PARE BRK NOVM 0 Notes Load Description A Ph B Ph C Ph Volts Size 1pp ND -DESCRIPTION- POIE 9ff 9� A B C szE szE POLE -DESCRIPTION- Ip -DESCRIPTION- PG1E s� yg A B C szE ME POLE -DESCRIPTION- tPu o c z # # Size Volts A Ph B Ph C Ph Load Description Notes 8� NON-USEABLE SPACE 1 2 SPACE _ 1 GUST.SERVICE RECPT 1 20 12 180 - - - 20 1 SPARE 2 - = 1 RECEIVING RECPTACLES 1 20 12 360 - 12 20 1 SPEC.LIGHTS(FUTURE) 2 2 8 3 GUST.SERVICE RECPT 1 20 12 360 12 20 1 ASH REGISTER(FUTURE)4 - 3 RTU GFI RECEPTACLE 1 20 12 1080 165 12 20 1 SPECIALTY LIGHTS 4 2 e O _ - 5 CASH REGISTER RECPT 1 20 12 360 - - 20 1 SPARE 6 - UNIT - 5 DOCK LIGHT RECPT 1 20 12 360 1980 12 20 1 PLUGMOLD 5 2 O W - 7 SPARE t 20 - - - - 20 1 SPARE 8 - HEATER 8 7 UH-1 1 25 10 1260 165 12 20 1 SPECIALTY LIGHTS 8 2 PANEL'HA' 7609 9073 10470 25 3 3 4 175 3 10368 11980 11331' TRANSFORMER�T1' - 9 SPARE 1 20 - - 2000 6 25 1 WATER HEATER(P7) 10 - EXHAUST - 9 PUSHBUTTON/DOORBELL 1 20 12 60 165 12 20 1 SPECIALTY LIGHTS 10 2 QQ S H - 11 SPARE 1 20 - - - - 20 1 SPARE 12 - FANS—� 1 11 EF-1/EF-2/LED LTG 1 20 12 1236 - 12 20 1 SPEC.LIGHTS(FUTURE) 12 2 F A $$ O - -" _ - 13 SPARE 1 20 - - 80 12 20 1 PUSHBUTTON/DOORBELL 14 - - 13 SPARE 1 20 - 540 1440 12 20 1 PLUGMOLD 14 2 SPECIALITYIt lu PANEL'PP' 62475 67355 85495 00 3 5 6 30 3 TVSS - 15 ASST.MGR.RECPT 1 20 12 7080 1000 12 20 1 DOOR OPERATOR 16 - - 15 SPARE 1 20 - - 7260 12 20 1 PLUGMOLD 16 2 LIGHTING/ PLUGMOLD - 17 STORE MGR.RECPT 1 20 12 720 1440 12 20 1 CASH OFFICE RECEPTS. 18 - 5 17 SPARE 1 20 - - - - 2OE 2 0 1 SPARE 18 2 W - - - 19 GENERAL OFFICE RECPT 1 20 12 360 180 12 20 1 SALES RECEPT 20 - 5 19 SPARE 1 20 - - - 12 20 1 SPARE 20 2 FORD BBBB 9D DESIGNER NOTE CHECKLIST O - 21 GENERAL OFFICE RECPF 1 20 12 360 180 12 20 1 SALES RECEPT 22 - 5 21 SPARE 1 20 - - 1080 8 20 1 PLUGME 22 2 CONTROL �y oTOTAL CONNECTED LOAD (VA) 256156 - 23 REFRIGERATOR RECEPT 1 20 12 1000 780 72 20 1 SALES RECEPT 24 - 5 23 SPARE 1 20 - - 1440 8 20 1 PLUGMOLD 24 2 GROUP'C w ul Ul TOTAL CONNECTED LOAD (AMPS) 308.1 - 25 VENDING MACHINE RECPT 1 20 12 1000 - - 20 1 SPARE 26 - SIGNAGE 5 z5 SPARE 1 20 - - 1440 B 20 1 PLUGMOLD 26 2 F! W - 27 VENDING MACHINE RECPT 1 20 12 1000 180 12 20 1 SALES RECEPT 28 - CIRCUITS 5 27 SPARE 1 20 - - 1440 8 20 1 PLUGMOLD 28 2 o a i a F - 29 E.A.S.RECEPTACLES 1 20 12 1000 - 6 20 1 HAND DRYER 30 - ALLOTTED 5 29 SPARE 1 20 - - - - 20 1 SPARE 30 2 z < + FOR BBB O '-'-'" - 31 BREAK ROOM RECPT 1 20 12 720 - 6 20 1 HAND DRYER 32 - CONTROL 5 31 SPARE 1 20 - - - - 20 1 SPARE 32 2 i X 'Q Z PANEL PP 3 PH. 4 Wire Voltage: 480Y/277V Special Notes: BOTTOM FED - 33 UST.HOI.DG LEC CLOS.REG 1 20 12 360 500 12 20 1 EWC P5 34 - GROUP'F' 5 33 SPARE 1 20 - - - - O ( ) 20 1 SPARE 34 2 2 X Amps 400A 35K AIC Ratin Main T 8: MLO - 35 E,A.S.RECEP'i LEI 1 20 12 1000 180 12 20 1 CCTV 36 - 5 35 SPARE 1 0 - - - - 20 1 SPARE 36 2 0 LOAD VA Brkr. CKT. CKT. Brkr. LOAD VA - 37 SIGN PRINTER 7 20 12 180 - 38 - 5 37 SPARE 1 20 - - 1650 F - 4 % X Notes Load Descri tion A Ph B Ph C Ph Volts Size # # Size Volts A Ph B Ph C Ph' Load Descri tion Notes - 39 DELUXE RRiDAL RFC RECP'` 1 20 12 540 - - 100 3 MAIN 40 - 5 39 SIGNAGE(FRONT) 1 20 6 1200 850 - 100 3 PANEL LE -HACR RTU-1 8314 8314 8314 480 35 3 1 2 35 3 480 8314 8314 8314 RTU-2 HACR - 41 SPAR_ 1 20 - - - az - s 41 SIGNAGE(FRONT) 1 20 6 1200 900 - 5 X 3 4 - - 2680 7560 5880 sass 7300 7166 = - - 5 6 - _ N NO CONTROL N NO CONTROL 6 X k• a * PROVIDE ISOLATED GROUND WIRE TOTAL KVA: 16120 COMMENTS: - PROVIDE ISOLATED GROUND WIRE TOTAL KVA: 21321 COMMENTS: - 7 X §R W HACR RTU-3 7205 7205 7205 480 30 3 7 8 30 3 480 7205 7205 7205 RTU-4 HACR +• PROVIDE LOCK ON DEVICE TOTAL AMPS: 44.7 + PROVIDE LOCK ON DEVICE TOTAL AMPS: 59.2 Z 9 10 - - e x z - - 11 12 - - + i w HACR RTU-5 8314 8314 8314 480 35 3 13 14 20 3 480 3223 3223 3223 RTU-8 HACK VOLTAGE: 2a6/.1zov EQUIPMENT GROUND BUS: YEs VOLTAGE: 208/720V EQUIPMENT GROUND BUS:YES o - - 15 1s - _ PANEL: LB PANEL: LE AMPS 60 MCB ISOLATED GROUND BUS: YES AMPS: 10o MLO ISOLATED GROUND BUS: NO w vi _ - 17 18 - _ MIN CB IC: 10,000 AIC LOAD PER PHASE MOUNTING: SURFACE MIN CB IC: 10,000 AIC LOAD PER PHASE MOUNTING: SURFACE g<ZWZi COMPACTOR 4617 4817 4817 460 40 3 19 20 40 3 480 7277 7277 7277 AIR CURTAIN NOVAR ip -DESCRIPTION POLE am as p B c ea su Pole -DESCRIPTION- NO IPU NOlPMU1 NO -DESCRIPTION- POLE sou "a A B C SZEE pg POLE -DESCRIPTION- No�DITmuM Q - - 21 22 - - - 1 GUST.SERV.IG RECEPT 1 20 12* 160 360 12* 20 1 CASH REG.IG RECEPT 2 - �- 2 1 SPARE(FTG) 1 20 - - 750 12 20 1 FTG LED TRACK LTG 2 2 p W - - 23 24 - _ - 3 DUST.SERV.IS RECEPT 1 20 12* 360 - 12" 20 1 CASH REG IG(FUTURE) 4 - 2 3 SPARE(FTG) 1 20 - - 750 12 20 1 FTG LED TRACK LTG 4 2 _ U<+ SCISSOR LIFT 3326 3326 3326 480 15 3 25 26 - 5 CASH REG.IG RECEPT 1 20 12* 360 - 12" 20 1 CASH REG IG(FUTURE) 6 - 2 5 SPARE(FTG) 1 20 - - 750 12 20 1 FTG LED TRACK LTG 6 2 (Y) Z�� _ _ - 7 CASH REG IG(FUTURE) 1 20 12" - - 12" 20 1 CASH REG IG(FUTURE) 8 - SPECIALI 2 7 SPARE(FTG) 1 20 - - 100 12 15 1 NOVAR OUTPUT 1(BLUE) 8 - : J Q O 27 26 - 9 SPARE 1 20 - - 180 12* 20 1 SALES IG RECEPT 10 - LIGHTING 2 9 SPARE(FTG) 1 20 - - - - 20 1 SPARE 10 - SPECIALITY C Z Z - - 29 30 - 11 SPARE 1 20 - - - - 20 1 SPARE 12 - CIRCUITS 2 11 SPARE(FTG) 1 20 20 1 SPARE 12 - LIGHTING- Y Q O LL 31 32 - 13 SPARE 1 20 - - 180 12* 20 1 SALES IG RECEPT 14 - ALLOWED 2 13 SPARE(FTG) 1 20 Too 12 15 1 NOVAR OUTPUT 2 RED 14 - CONIIROL U) Lu 0 33 34 FOR BBB - - (RED) GROUP'E' +,, - 15 SPARE 1 20 - - 180 12* 20 1 SALES IG RECEPT 16 - CONTROL 2 15 SPARE(FTG) 1 20 - - - - 20 1 SPARE 16 - •- O W 35 36 - 17 MID-STATION HUB IG 1 20 12* 180 - - 20 1 SPARE 18 - GROUP'E' 2 17 SPARE(FTG) 1 20 - - - - 20 1 SPARE 18 - .H U 37 38 70 3 480 4480 9360 7500 TRANSFORMER'T2' _ - 19 CASH OFFICE IG RECEPT 1 20 12* 180 360 12* 20 1 ASST MGR IG RECEPT 20 - 2 19 SPARE(FTG) 1 20 - - IGO 12 15 1 0VAR OUTPUT 3(ORANGE 20 - 0 ~ 7 V 39 40 - 21 CASH OFFICE IG RECEPT 1 20 12* 180 360 12* 20 1 SST/STORE MGR IG REG 22 - 2 21 SPARE(FTG) 1 20 - - - - 20 1 SPARE 22 - w N Q 41 42 - - 23 CASH OFFICE IS RECEPT 1 20 12* 180 360 12* 20 1 GEN.OFFICE IG RECEPT 24 - 2 23 SPARE(FTG) 1 20 - - - - 20 1 SPARE 24 - OL LI.I xx III - 25 SPARE 1 20 - - 360 12* 20 1 GEN.OFFICE IG RECEPT 26 - - 25 100 100 12 15 1 NOVAR OUTPUT 4(YELLOW)26 - 0 F W FI- TOTAL CONNECTED LOAD (VA) 195325 -7-27 CABINET'A'.IG RECEPT 1 20 12" 180 180 12* 20 1 DELUXE BRIDAL REG.RECPT 28 - - 27 PHASE LOSS RELAY 3 20 12 100 - - 20 1 SPARE 28 - Y 0 > TOTAL CONNECTED LOAD (AMPS) 234.9 CONTACTOR _ _ N o a u.LL - 29 CABINET'A'`IG RECEPT i 20 12" 180 180 12* 20 1 SIGN PRINTER 30 - - 29 100 20 1 SPARE 30 - W O n - 31 CABINET'A'IG RECEPT 1 20 12* 180 - 32 - - 31 BMS-1 1 15 12 100 100 12 15 1 NOVAR OUTPUT 5(PURPLE)32 - $$ > - 33 RECEIVING IG RECEPT' 1 20 12" 180 - 10 30 3 TVSS 34 - - 33 SPARE 1 20 - - - - 20 1 SPARE 34 Lu - J> - 35 RECEIVING IG RECEPT i 2D 12* 180 - 36 - - 35 EMS POWER 1 15 12 100 - - 20 1 SPARE 36 - 0 4 Z J N VOLTAGE DROP SCHEDULE MINIMUM WIRE&CONDUIT - 37 SPAR[. 2D - - - - - 38 - - 37 BMS-2 15 12 100 100 12 15 1 NOVAR OUTPUT 6(BLACK)38 - Z O Q SIZES FOR CIRCUIT C jO BREAKERS AND FUSES - 39 SPA,R:;. 20 - - 60 3 MAIN 40 - - 39 SPARE 1 15 - - - - 20 1 SPARE 40 - 0 q Z Z K G 120 VOLT BRANCH CIRCUITS UP TO 8 AMPS - 41 SPARE 1 20 - - - q2 - - 41 SPARE 1 20 - - - - 20 i SPARE 42 - >> LL O 0. PS CONDUCTOR GROUND CONIXAT 1800 1800 1820 m O - N NO CONTROL N NO CONTROL tsso 850 900 (,) Q RUN DISTANCE IN FEET WIRE SIZE AWG 15 #12 #12 3/4" + m o_ c y 1' - 120' #12 20 #12 #12 3/4" PROVIDE ISGIATED GROUND WIRE TOTAL KVA: 5220 COMMENTS + PROVIDE ISOLATED GROUND WIRE TOTAL KVA: 3400 COMMENTS- •+. PROVIDE LOCK ON DEVICE TOTAL AMPS 14.5 • PROVIDE LOCK ON DEVICE TOTAL AMPS 9.4 0 O 121' - 190' #10 25 #10 #10 3/4" �x w Q 301' - 470' #6 30 #10 #10 3/4" • l� O^ 35 #8 #10 3,74"" VOLTAGE: 206/120V EQUIPMENT GROUND BUS YES VOLTAGE: 4Bo/277 V EQUIPMENT GROUND BUS YE5 120 VOLT BRANCH CIRCUITS 9 AMPS TO 14 AMPS 40 #8 #10 3/4" PANEL: LC PANEL: HA • AMPS 200 MCB ISOLATED GROUND BUS: NO AMPS 200 MLO ISOLATED GROUND BUS NO 45 #8 #10 3/4" - 0 U> a0 N RUN DISTANCE IN FEET WIRE SIZE AWG MIN C9 IC: 10,000 AIC; LOAD PER PHASE MOUNTING: SURFACE MIN CB IC: 35,000 AIC LOAD PER PHASE MOUNTING: SURFACE ¢O w rn 50 #8 #10 3/4" NDVM BRK NNE MRE BPo( Np/M NOVM BRK MRE MRE BPo( NOVM m 1t ^ N 1' - 65' #12 60 #6 #10 3/4" NO -DESCRIPTION- POLE SUS >31� A B C SIZE 57g POLE -DESCRIPTION- NO No -DESCRIPTION- POLE s� SIZE A B C 9g 51g POLE -DESCRIPTION- Np o 0 0 66' - 110' #10 tp #4 #8 1" CEILING& 3 1 CEILING RECEPTACLES 1 20 12 720 900 12 20 1 CEILING RECEPTACLES 2 3 CEILING MN& GENERAL 1 1 STOCK/RECV.LIGHTING 1 20 12 793 1718 12 20 1 SALES LIGHTING 171' - 270' COLUMN 3 3 CEILING.RECEPTACLES 1 20 12 540 900 12 20 1 CEILING RECEPTACLES 4 3 LIGHTING 1 3 SALES LIGHTING 1 20 12 2802 1604 12 20 1 SALES LIGHTING 4 3 I I I I Q m m ca #6 80 #4 #e 1" RECEPTS. z^^ 90 #3 #8 1-1/4" - RECEPTS. 3 5 CEILING RECEPTACLES1 20 12 900 720 12 20 1 CEILING RECEPTACLES 6 3 CIRCUITS CIRCUITS 1 1 5 SALES LIGHTING 1 20 12 2221 - - 20 1 SPARE 6 3 1 GENERAL m O z Ca CIRCUITS ALLOTTED M 0-0 0 277 VOLT BRANCH CIRCUITS UP TO 14 AMPS 3 7 CEILING RECEPTACLES 1 20 12 540 720 12 20 1 CEILING RECEPTACLES 8 3 ALLOTTED 1 7 EMER/OFFICE LTG 1 20** 12 1556 - - 20 1 SPARE e 3 LIGHTING Z 100 #3 #8 1-1/4" ALLOTTED FOR BBB FOR BBB CIRCUITS FOR 888 3 9 COLUMN RECEPTACLES 1 20 12 720 720 12 20 1 COLUMN RECEPTACLES 10 3 CONTROL 1 9 SPARE 1 20 - - - - 20 1 SPARE 10 3 RUN DISTANCE IN FEET WIRE SIZE AWG PROVIDE THE FOLLOWING QUANTITIES CONTROL ALLOTTED m u 1 POLE CIRCUIT L 1 HOT.1 NEUTRAL 1 GROUND CONTROL 3 11 COLUMN RECEPTACLES 1 20 12 720 - - 20 1 SPARE(COL&CLG REC. 12 3 GROUP'C' GROUP'A' 1 11 SPARE 1 20 - - - - 20 1 SPARE 12 3 FOR BBB 160, #12 12 POLE CIRCUIT-2 HOT,1 GROUND GROUP'C' 3 13 SPARE(COL&'CLG REC. 1 20 - - - 12 20 1 SPEC.LIGHTS(FUTURE) 14 2 3 13 DER LIGHTING 1 20 12 483 - - 20 1 SPARE 14 3 CONTROL CID 250' #10 3 POLE CIRCUIT-3 HOT,1 GROUND 2 15 SPEC.LIGHTS-FUTURE 1 20 12 - - 12 20 1 SPEC.LIGHTS FUTURE 16 2 3 I 15 SALES LIGHTING 1 20 72 1568 - - 20 1 SPARE 16 3 GROUP'C' LLLII 251' - 390' #8 1 POLE 10 CIRCUIT-t HOT,1 NEUTRAL - ( ) ( ) 391' - 620' #6 1 GROUND,1 ISOLATED GROUND 2 17 SPEC.LIGHTS.(FUTURE) 1 20 12 - - 12 20 1 SPEC.LIGHTS(FUTURE) 18 2 GENERAL 3 17 SALES LIGHTING 1 20 12 1556 - - 20 1 SPARE 18 3 2 19 SPEC.LIGHTS.(FUTURE) 1 20 12 - - 12 20 1 SPEC.LIGHTS(FUTURE)20 2 ':IGHTING 3 19 SALES LIGHTING 1 20 12 1015 - - 20 1 SPARE 20 2 SPECIALITY WIRE SIZES INDICATED IN PANEL SCHEDULES CIRCUITS -TR;eurww. DATE ARE MINIMUM WIRE SIZES.CONTRACTOR SHALL NOTE: z 21 SPEC.LIGHTS(FUTURE) 1 20 12 - - 12 20 1 SPEC.LIGHTS(FUTURE)22 2 3 21 SALES LIGHTING 1 20 12 985 - - 20 1 SPARE 22 2 LIGHTING- UPSIZE WIRES BASED ON LOAD AND LENGTH ALL SPARE CIRCUITS WITH NOVAR SPECIALI 2 23 SPEC.LIGHTS(FUTURE) 1 20 12 72 20 1 SPEC.LIGHTS(FUTURE)24 2 SPECIALITY ALLOTTED 3 23 SALES LIGHTING 1 20 12 1582 20 1 SPARE 24 2 CONTROL Prototypever.1.2013 10/15/13 FOR BBB OF RUN AS INDICATED IN SCHEDULE ABOVE. LIGHTING 2 25 SPECIALTY LIGHTS 1 20 12 633 - 12 20 1 SPEC.LIGHTS FUTURE 26 2 LIGHTING CONTROL 3 25 SALES LIGHTING 1 20 12 1808 20 1 SPARE 26 2 GROUP'E' CONTROL INDICATED ARE PRE-WIRED aecuNG ( ) CIRCUITS - - PERMIT 07/03/14 TO CONTACTOR AND TERMINAL STRIP ALLOTTED 2 27 SPEC.LIGHTS(FUTURE) 1 20 12 - 1800 12 20 1 PLUGMOLD 26 2 ALLOTTED GROUP'C' 3 I 27 SALES LIGHTING 1 20 12 1610 270 12 20 1 DECORATIVE LIGHTS 28 5 FOR BBB 2 29 SPEC.LIGHTS(FUTURE) 1 20 12 185 1440 12 20 1 PLUGMOLD 30 2 FOR BBB 3 29 SALES LIGHTING 1 20 12 2299 240 12 20 1 SOFFIT LIGHTS 30 4 EXTERIOR BID XIXXI WITHIN POWERWALL. CONTROL CONTROL LIGHTING- xlxxl 2 31 SPEC.LIGHTS(FUTURE) 1 20 12 - - 12 20 1 SPEC.LIGHTS(FUTURE)32 2 3 31 SPARE 1 20 - - 216 12 20 7 WALLPACK LIGHTS 32 4 # GROUP'E' GROUP'E' CONTROL DEMAND LOAD SUMMARY 2 33 SPARE 20 - - - 12 20 1 SPEC.LIGHTS(FUTURE) 34 2 N 33 SPARE 1 20 - - 216 12 20 1 WALLPACK LIGHTS 34 4 'G• NEC 2 35 SPARE 1 20 - - - - 20 1 SPARE 36 2 N 35 SPARE 1 20 20 1 SPARE 36 1 LIGHTING 30680 X 125% - 38350 VA 220.42 2 37 SPARE 1 20 - - - - 20 1 SPARE 38 "2 N 37 SPARE 7 20 20 38 - RECEPTACLES 1ST 10KVA 10000 X 100% - 10000 VA 220.44- 2 39 SPARE 1 20 - �14111 20' 1 SPARE 40 2 N 39 SPARE 1 20 20 12 T2O3 MOTOR SAVER 40 - REMAINDER 32225 X 50% 16113 VA N*+ 41 FACP(LOCK-ON BRKR) 1 20 12 - 20 1 SPARE 42 2 N 41 ME/EXIT/EMER LTG 1 20"" 12 2552 20 42 - HVAC 152052 X 100% - 152052 VA - 3513 7609 9073 10470 STAFF N NO CONTROL N NO CONTROL COMMENTS LIGHTING- MISCELLANEOUS 26949 X 1O0% = 26949 VA • PROVIDE ISOLATED GROUND WIRE TOTAL KVN 12358 COMMENTS:- PROVIDE ISOLATED GROUND WIRE TOTAL KVA: 27152 CONTROL WATER HEATING 2000 X 1008 = 2000 VA ++ • GROUP A' TRACK LIGHTING(ADDITIONAL LOAD) 2550 X 100% - 2550 VA 220.43(8) PROVIDE LOCK ON DEVICE TOTAL AMPS 34.3 + FORR CIRCUITS OVIDE CK7 ON DEVICE TOTAL AMPS. 32 7 DECORATIVE ED SUBTOTAL 248014 VA ®LEG'B'-CONTROLLED UNCONTROLLED CONTRLIGHTINOL GROUP'F (+)25%OF LARGEST MOTOR 8319 X 25% 1580 VA A REFER TO DETAIL 03/E4.2 TOTAL DEMAND LOAD: 249594 VA I CONTROLLED BY NOVAR AND A MANUAL SWITCH WAIN PILOT LIGHT,REFER TO NOVAR DRAWINGS ARCH.aRwecrA EcrA 300 AMPS:: LIGHTING CONTROLS xxxxxx DAY OF WEEK GROUP CONTROL RAwN: SUNDAY MONDAY TUESDAY' WEDNESDAY THURSDAY FRIDAY SATURDAY ON OFF v OCCUPIED 8:00 AM 7:00 AM 7:00 AM 7:00 AM 7:00 AM 7:00 AM 7:00 AM A OPEN _ 10:00 AM 9:30 AM 9:30 AM" 9:30 AM 9:30 AM 9:30 AM 9:30 AM CLOSE'; 8:00 PM 10:DO PM 10:00 PM 10:00 PM 10:00 PM 10:00 PM 10:00 PM C,E S�ONA �. UNOCCUPIED 9:00 PM 11;00 PM 11:00 PM 11:OD PM 11:00 PM 11,00 PM 11:00 PM A 4,G7 RF C2'1' STORE SIGNAGE'.AND DECORATIVE LIGHTING: ON AT DUSK,OFF AT 12:00 AM O in PROVIDE OVERRiD_SWITCHES IN REAR ELECTRIC ROOM A FUNcnON 1 8142 NOVAR OUTPUT BBB LIGHT GROUP EQUIPMENT _ NOTES: ,r 7"5"0 1 - A STAFF LIGHTS,EXHA'�ST FANS LIGHT GROUP A WILL ACTIVATE AT OCCUPIED TIME INDICATED �qTe OF 10P� 6 SPARE CgRY CLASSY iv 3 C CUSTOMER LIGHTS,CEILING&COLUMN RECEPTS LIGHT GROUP C WILL ACTIVATE AT 15 MINUTES PRIOR TO OPENING 2 E SPECIALTY LIGHTS,PLUGMOLD,FTG LIGHTING LIGHT GROUP E WILL ACTIVATE AT OPENING TIME INDICATED F SIGNAGE,DECORATIVE LIGHTING STORE SIGNAGE AND TYPE'W'LIGHTING FIXTURES WILL ACTIVATE AT DUSK OR WHEN LIGHT LEVEL IS LOW 4 G EXTERIOR BUILDING LIGHTING WALLPACKS AND EXTERIOR SOFFIT TYPE'V LIGHTING WILL ACTIVATE WITH PHOTOCELL ON AND PHOTOCELL OFF DRAMNG TILE: LIGHT GROUPS B,C,E WILL DEACTIVATE AT CLOSING TIME INDICATED LIGHT GROUP A WILL DEACTIVaTE AT THE UNOCCUPIED TIME INDICATED ELECTRICAL SCHEDULES N SCHEDULES 01 F c SOURCE:VER.1.2013 N.T.S. 1`� �- PULL STRING TO CASHROOM POWERWALL / CABINET'A' LINETYPE LEGEND �o z - _,._- ----------^------------------------------------------ FURNISH AND INSTALLED �¢ BY CONTRACTOR O CONDUIT STUBBED IN OR ABOVE DROP , MDP i - - FURNISHED BY CPI AND a F CEILING OR JOIST AT BLOCK WALL 1 2 3 4 5 6 g0 W LOCATIONS - INSTALLED BY CONTRACTOR. 0 --- -- - --------------- N I t _ I ---- FURNISHED AND INTALLED IN W -.-..-- -.-- -,-- --- - - H SPACE \ \ \ l r- ----N THE POWER WALL BY CPI. 'i o �- ----'-----=-----I----=- -------------I------L---------I-- J I NOTIE- �5 uj PHONE/DATA _ U I 12/0 CU I TVSS(TRANSIENT VOLTAGE SURGE SUPRESSOR) j L? H JACKS iv I o _ '9�♦ 'I SHALL 0 VOLT PER PHASE,PROVIDED DESIGNER NOTE CHECKLIST W INSERT 1v y AT MDP R(MAINAIN DISTRIBUTION)PANE4 FURNISHED WW O GOES F- -T o THROUGH CPI. 0 Y HERE '�1 t; - 1 1r.7{ a TVSS SHALL BE 65,000 VOLT PER PHASE, 0 co ^� TOSS 15 I G i I PROVIDED AT IG(ISOLATED GROUND)PANEL LB, a W I G c L---J E4 Z 9 I FURNISHED THROUGH CPI. > E' 'o z z z za �I1 L - - - - -� POWERWALL GENERAL NOTES: 1 X Z - 1.FOR THE PURPOSES OF THESE NOTES AND THE ASSOCIATED GRAPHIC DETAILS IN THE p F a $ DOCUMENTS FOR THIS PROJECT,THE"POWERWALL"IS DEFINED AS THE ASSEMBLY OF 2 X PANELS,CONTACTORS AND TERMINAL STRIPS AND THE INTERCONNECTING WIRING INSIDE 0 m , ONE ENCLOSURE AS PREFABRICATED BY CAROLINA PRODUCTS,INC.(CPI)FOR THE BED C o BATH&BEYOND PROGRAM. THE POWERWALL INTEGRATES THE LINE VOLTAGE IL o w --- DISTRIBUTION EQUIPMENT WITH THE NOVAR ENERGY MANAGEMENT SYSTEM(EMS)INTO o DOUBLE SINGLE BOX-PHONE/DATA 20 PREFABRICATED FREESTANDING ILL LISTED CABINETS.THESE CABINETS ELIMINATE THE g w NEED FOR PANELBOARD BACKBOXES,CIRCUIT BREAKERS AND COVERS,ALL CONNECTORS qq 0 SOURCE:VER.1.2013 N.T.S, a I NORMALLY REQUIRED.IT ALSO ELIMINATES THE NEED FOR SEPARATE CONTACTOR h CABINET AND CON P P CO TROL PACKAGE AND ALL ASSOCIATED INTERCONNECTING CONDUIT AND h T-1 NTROL WIRING. Z (1)E2/0 kcmil IN i"CO. " g 1 2 7 8 13 14 19 20 25 26 31 32 37 36 1 2. THE CPI PACKAGE IS DEFINED AS THE POWERWALL PLUS THE LOOSE PARTS SHIPPED 5� O BOND PNLBRD'MDP'DN L a ,------- - - I WITH THE ASSEMBLY.THESE LOOSE PARTS INCLUDE: L- - -- W z coi �- �'- �j-- -- -- ----�'---_.�--y--T --}'--}j --_ I A.PANEL LA IQ; W coi o �\ �\ ,l\ .4\ l\ �\ �\ l\ ,.�\ l l �\ B.PANEL LB 0 2 MAIN SERVICE GROUNDING SPACE SPACE SPACE SPACE C.TRANSFORMERS PT-1,T-2 k p __ _ _ DOUBLE LUG G / / / / / / / / / / D.TRANSFORMER PRIMARY DISCONNECT SWITCHESg W Vl NEUTRAL BUS J -------- -- -- -- -- -- ---- ---- ---- -------------- ---- E.TRANSFORMER T-1 STAND H W - TRANSFORME F.CABINET'A' FOR TELEPHONE,FACP AND SECURITY) p g W 2/0 COPPER MIN. - (1)d18 TO P \ O O EQUIPMENT ON THE UTILITY SIDE OF THE POWERWALL IS NOT PROVIDED BY CPI. <� lr� GROUND BUS M U U U a a a u 3. IF THE WIRING DIAGRAMS AND CIRCUITING ON THE PLANS AND IN THE SHOP DRAWINGS U I4 v I m f - n M a ARE CLOSELY ADHERED TO,ALL OF THE CONTROL SEQUENCES WILL OCCUR 0 VQi MINIMUMODN '-0"OF J r 15 o m o m ro AUTOMATICALLY UPON STARTUP AND CHECKOUT OF THE SYSTEM, -0 C`') p 1/2' RE BUILDING BARE COPPER GROUNDING o o J y WALL FO ELECTRODE CONDUCTOR ti �" 6, m n 4. THE POWERWALL WILL BE SHIPPED TO THE SITE IN ONE PIECE ON A PALLET TO THE C Z ZZ2/0 COPPER MIN. G v JOB SITE. Y 0 LL - G S� o 5. WIRING OF HVAC UNIT POWER,CONTROL AND SENSOR WIRING IS BY THE EC. 0) W//0 0 / i n n G TEMPERATURE SENSOR WIRING MUST NOT BE RUN IN THE SAME CONDUIT AS LINE H-+J/`// V n VOLTAGE CIRCUITS. 0 HCADWELD TO PANELBOARD � � "' "' v 0 WLD ENCLOSURE AS U HREQUIRED v - -- - WP WP 6. NOVAR EMS OVERRIDE SWITCHES ARE FACTORY MOUNTED IN THE FACE OF TIEO3/4"XOUND ROD _II._ _ a 80 60v100A NON-FUSED POWERWALL. U) Z U DISCONNECT 7. ELECTRICALCONTRACTOR SHALL LOCATE THE OUTDOOR LIGHT SENSOR,HUMIDITY OSUPPLY OF BUILDINGAScD..GT'S --� r--- -, I SENSOR AND TEMPERATURE SENSOR IN ACCORDANCE WITH THE DETAIL ON THE L. OMOUNTED G,EXTERIOR r-----1 I-,VALVE, COMPACTOR IR CURTAI SCISSOR t.IFTMETER BUILDING STRUCTURAL I I L DRAWINGS. INDOOR HUMIDITY SENSOR SMALL BE LOCATED AS INDICATED ONor UNION SIDE STEEL SHEET E2.1 RTU HTU RTU RTU RTU RTU T-2 MECHANICAL FLOOR PLAN. U Y 0 COLD WATE B e B 1 0 of SERVICE ENE CADWELD(TYP.) CADWELD UTILITYCOMPANY ) PANEL I PANEL 1 I PANEL i. 8. SUPPLY AIRSTREAM TEMPERATURE SENSOR IN THE SUPPLY DUCT OF EACH ROOFTOP J QH (PROVIDE S TRANSFORMER _'I I I I I - - - L UNIT IS PROVIDED BY THE ROOFTOP UNIT MANUFACTURER.RETURN AIRSTREAM ,Sj 0 JUMPE HA LC 'LD TEMPERATURE SENSOR IN THE RETURN DUCT OF EACH ROOF TOP UNIT IS PROVIDED THE CZ CONNECTIONOTE: ALL GROUNDING CABLES SHALL I I I ROOFROOFTOP UNIT MANUFACTURER AND RELOCATED BY THE MECHANICAL CONTRACTOR. O wU) FIRE PROTEBE 2 0 kcmll UNLESSNOTED OTHERWISE. ZQIWATER SER / I I DOUBLE LUG o, a ENTRANCE), ;� 9. GROUNDING AND.ISOLATED GROUNDING ARE CRITICAL AND MUST BE IN STRICT Z Q N REFER TO ELECTRICAL SPECIFICATIONS I I I'. I - TRANSFORMER ACCORDANCE WITH THESE DRAWINGS THE CPI'S SHOP DRAWINGS,AND THE C , }' N 02 FOR ADDITIONAL GROUNDING REQUIREMENTS I { ( d 1 $ MANUFACTURER'S RECOMMENDATIONS.DO NOT DEVIATE WITHOUT WRITTEN 0 w Z Z 0 d } L---7 J L -1--J L I-_...I AUTHORIZATION. O FF Q U GROUNDING DETAIL 15 'F L-- I 10. PROVIDE GROUNDING ELECTRODE CONDUCTORS AND BONDING JUMPERS FOR ALL DRY m a (- Q TYPE TRANSFORMERS.ALL CONNECTIONS TO BUILDING STEEL SHALL BE EXOTHERMIC q I MOTOR1 WELDS. Z o SOURCE:VER.1.2013 N.T.S. f SAVER (yy\ w 0 Z L--- ;I 1-----, 11. ELECTRICAL CONTRACTOR SHALL PROVIDE THE TELEPHONE WIRE FROM MAIN TELEPHONE "6 0 Q DOORBELL SYSTEM 'A' BOARD TO THE POWERWALL FOR THE NOVAR SYSTEM COMMUNICATION.ELECTRICAL LL Q CONTRACTOR SHALL ROUTE TELEPHONE WIRE THROUGH A GROMMET KNOCKOUT AND pw.. INCOMING LINE VOLTAGE _ I SHALL CONNECT THE WRE TO THE SYSTEM AS INDICATED ON THE CPI SHOP DRAWINGS. o .. r17 _j ----, #10 COPPER , I c4 12. THE CPI PACKAGE IS INSTALLED BY THE EC AND PURCHASED BY THE ELECTRICAL �U o20 FROM PANEL LA#14 SALES NOVAR L-------------14 I PANEL CONTRACTOR THROUGH A NATIONAL ACCOUNT BETWEEN BED BATH AND BEYOND ANDo DO LO FLOOR BELLLE CPI.REFER TO PROJECT MANUAL FOR MORE INFORMATION.ELECTRICAL CONTRACTOR m p o 0 0 STORE CONTROL 1---� CONTACTORS I--- SHALL COORDINATE ACCESS TO THE BUILDING WITH THE GENERAL CONTRACTOR FOR THE 8V 1 SYSTEM 1 , L - -- J INSTALLATION OF THE POWERWALL. w z E ENTRANCE - --I -----� ^a TRANSFORMER L---- 1 r-1------L-----J, 3. THE POWERWALL IS UL LISTED WTH SQUARE D MAIN DISTRIBUTION PANEL AS PART Of ¢ =Z PUSHBUTTON SALES THE PACKAGE, THE STEM OF THE MDP AND ALL SUBPANELS UP TO AND INCLUDING m d o p I WI- - L----J r r TVSS THE CIRCUIT BREAKERS ARE SERIES RATED AT 65,000 AIC.THE LIGHTING CONTACTORS 0 wV FLOOR BELL L- - -- ----- J WITHIN THE SUSPANEL SECTION OF THE POWERWALL LIMIT THE RATING OF THAT SECTION LlJ w o TO 5.000 AIC. mu DOORBELL SYSTEM 'B' PANEL PANEL 14. ELECTRICAL CONTRACTOR MUST PURCHASE ORDER THE CPI PACKAGE AT LEAST EIGHT TYPICAL ALL LA LB (8)WEEKS PRIOR TO REQUIRED SHIP DATE.PROVIDE FOR THE RECEIPT AND DRY,SAFE NON-CONTACTOR STORAGE.(VERIFY WTH CPI) INCOMING LINE VOLTAGE CON-CONTACTOR LOADS. RECEIVING TYPICAL ALL CONTACTOR 5. SEE CPI SHOP DRAW NGS FOR EXACT DIMENSIONS,ARRANGEMENTS,AND WRING FROM PANEL LD#9 CONTROLLED LOADS. DIAGRAMS.ANY DISCREPANCY BETWEEN THESE DOCUMENTS AND THE SHOP DRAWINGS DISTRIBUTION: oATE: DESK BELL I MUST IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER.COORDINATE prot0 BVBf.1,2013 10/15113 RECEIVING L J L J ROUGH-IN LOCATIONS WITH THE SHOP DRAWINGS. tYP 8V 16. RTU/DUCTMOUNTED SMOKE DETECTORS SHALL BE PROVIDED BY THE HVAC CONTRACTOR, PERMIT 07/03114 ENTRANCE ELECTRIC WIRED BY THE ELECTRICAL CONTRACTOR.ELECTRICAL CONTRACTOR SHALL WRE SMOKE BID XIXXIX TRANSFORMER DETECTORS FOR THE ROOFTOP UNIT SUCH THAT THEY SHALL SHUT DOWN THE SUPPLY PUSHBUTTON MAIN OFFICE ROOM "B* FAN AND SEND A SIGNAL TO THE FIRE ALARM PANEL UPON SENSING SMOKE.WHERE B X/XX/X BELL REQUIRED BY CODE,ELECTRICAL CONTRACTOR SHALL PROVIDE RELAYS SUCH THAT THE SIGNAL FROM ANY SMOKE DETECTOR SHALL,IN TURN,DE-ENERGIZED THE SUPPLY FAN IN ALL ROOFTOP UNITS. NOTE: '! 4 17. ELECTRICAL CONTRACTOR MUST TERMINATE ALL CONTROLLED BRANCH CIRCUITS AND ALL LOW VOLTAGE WRING SHALL BE PROVIDED BY THE CONTRACTOR - CONTROL WRING AT THE FACTORY-INSTALLED AND PRE-LABELED TERMINAL STRIPS AT AND SHALL BE 12 GUAGE STRANDED WIRE ONLY THE TOP OF THE POWERWALL. ELECTRICAL CONTRACTOR MUST TERMINATE BRANCH r CIRCUITS FOR UNCONTROLLED LOADS AND FOR ROOFTOP AIR CONDITIONERS AND SUCH DIRECTLY TO RESPECTIVE CIRCUIT BREAKERS. DOORBELL RISER DIAGRAMS 10 18. IF UNDERGROUND CONDUITS REQUIRE A BOND,USE BONDING BUSHING AND BOND TO SOURCE:VER.1.2013 N.T.S. ' MAIN BONDING JUMPER IN THE POWERWALL. 19. NOVAR WILL PROVIDE A CHECKOUT OF THE CONTROL SYSTEM AS PART OF ITS NATIONAL ACCOUNT AGREEMENT WTH BED BATH&BEYOND.THE CHECKOUT INCLUDES VERIFICATION THAT THE CONTROLS INSTALLATION IS COMPLETE AND THAT THE BUILDING FUNCTIONS AS INTENDED. 20, CONTRACTOR MUST BE SUBSTANTIALLY COMPLETE FOR BENEFICIAL OCCUPANCY("NOVAR READY")FOR NOVAR TO PROCEED WTH THEIR RESPONSIBILITIES. FIRE PANEL 0 ARCH.PROJECTN BBB PROJECTp W 0 21. FOLLOWNG INSTALLATION AND CHECKOUT BY NOVAR,A DEFICIENCY REPORT WILL BE XXXXXX U p PREPARED AND ISSUED WTH THE PROJECT PUNCH LIST.ELECTRICAL CONTRACTOR �. ALARM REGISTERS SHALL COMPLETE ALL ITEMS ON THE DEFICIENCY REPORT BEFORE LEAVING SITE. RnwN: CHECKED: a 0 00 V) 22. ALL NOVAR INSTALLATION MANUALS ARE TO REMAIN AT THE SITE-THEY NEED NOT BE V) m Q MADE PART OF THE CLOSEOUT DOCUMENTATION BY THE CONTRACTOR. Y U CUSTOMER SERVICE 120V COIL W U CONTROLLED 23. SEE NOVAR SHOP DRAWINGS FOR FIELD WRING DIAGRAMS OF ROOFTOP UNITS AND TUNA 4"CONDUIT Q 2"CONDUIT Z BY NOVAR THEIR ASSOCIATED ACCESSORIES. 0 DOBATTERY PACK FE01 Rp 2 I 56K CIRCUIT 56K CIRCUIT V) T" Y GENERAL OFFICE -----I A 0 U 2oA/iP 1 1 814 w 0 Q CIRCUIT 1 _._- _...___. 2 BREAKER TRANSFORMER SCHEDULE srq 3�s� d SALES ---� -- ----II----- A/C BALLAST ID KVA PHASE PRIMARY SECONDARY 'C LOCATION REMARKS cgRY GLASS VOLTAGE VOLTAGE TEMP.RISE 0 0 I L J T-1 112.5 3 480 120/208 150 ABOVE CABINET"A" SHELF MOUNTED W SWTCH AS TYPICAL 2X4 T-2 45 3 480 120/208 ISO ELECTRIC ROOM"B" FLOOR MOUNTED �� REQUIRED LIGHTING FIXTURE TERMINAL STRIP IN oRAx NB TITLE; GROUNDER CONTACTOR -J POWERWALL ELECTRICAL DIAGRAMS TELEPHONE DIAGRAM 7T05 EMERGENCY LIGHTING WIRING DETAIL 03 TRANSFORMER SCHEDULE 02 ONE-LINE DIAGRAM 01 o SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. 1F'4'°2 L� ffi �0 Z(6 ANCHORS T®8I'T O.C.HY 2WITH rt Egg 3x3x.25 STEEL ANGLEQ INSTALL TRANSFORMER SHELF FURNISHED.BY.CPI, 'I 2"EMBEDMENT®: ABOVE CABINET"A" INSTALLED BY CONTRACTOR HOLLOW CMU(USE HILT] Oa F TO L—2'-6" - HIT HY 150*GROUTED 2 w T-p DOUBLE LUGS ON SECONDARY - SOLID LOCATIONS). OO w SIDE OF TRANSFORMER INSTALL PER MAN,UF. V w - RECOMMENDATIONS Z 2'-B" - G w 10'-0"a MAXIMUM DISTANCE FOR TRANSFORMER w SECONDARY FEEDERS 1 S o T-I DESIGNER NOTE CHECKLIST 15 {88@S o VV EAS SYSTEM KEY NOTES: m m m e F4 3 LA 12B Oi DUPLEX RECEPTACLE AT 60"AFF SERVING SMART POWER SOURCE TRANSFORMERS FOR PEDESTALS A&B. z i<'a o 0 ' z z i X $ 2 9° CMU LA-35 2 DUPLEX RECEPTACLE AT 60"AFF SERVING SMART POWER SOURCE TRANSFORMERS FOR PEDESTALS C&D. � Oi�i 11 O 2 X g b > 4 _ __ 2 ICC - a (UNDER SLAB) O SMART POWER SOURCE TRANSFORMERS FOR PEDESTALS C&D(FURNISHED AND INSTALLED BY WG SECURITY). 3 X IL g i ' PEDESTAL'A' 4 X •,o 11 12 O SMART POWER SOURCE TRANSFORMERS FOR PEDESTALS A&B(FURNISHED AND INSTALLED BY WG SECURITY). 5 X 0 --- II 1 (UNDER SLAB) E Q T O STUB LOW VOLTAGE CONDUITS(WITH PLASTIC BUSHING)TO ELECTRIC CLOSET THRU WALL AT 8'-6"AFF. a ii 1 - .-.-- - PEDESTAL'B' O TERMINAL ANCHORS WITHH LT'2 0 HILT] i EMBEDMENT "t �J __ _ ___ _ I� O DUPLEX RECEPTACLE AT 12'-0"AFF SERVING ALARM FOR PEDESTALS A&B. ®9 O.C.VERTICAL®HOLLOW I J 6 z STRIP CMU(USE HILTI HIT HY 150® ; o-.4 6+ r w GROUTED SOLID LOCATIONS). II CENTERED O7 ALARM(ANNUNCIATOR)SERVING PEDESTALS A&B(FURNISHED AND INSTALLED BY WG SECURITY). ICI f CENTER ON ANGLE LENGTH ii 7 ON OPENING 1 1 PEDESTAL'C' F W 1OLA-29 12 OB STUB LOW VOLTAGE CONDUITS(WITH PLASTIC BUSHING)THRU WALL AT 12'-0"AFF. 9 t� g o 0 0 13'-0" ® (UNDER-'SCAB) w O ALARM(ANNUNCIATOR)SERVING PEDESTALS C&D(FURNISHED AND INSTALLED BY WG SECURITY). t o u o 0 0 0 0 0 Lu 2 0 a LD LC ® a 10 LA-35 I < o 0 0( MMAX MUM TRANSFORMER •...°.....°................::... o U H ® O 10 DUPLEX RECEPTACLE AT 12'-0"AFF SERVING ALARM FOR PEDESTALS C&D. Qp ®8 ,. WEIGHT=750.LB5. . -- L -_ - __ ---T J 11 qlE! �i rT, i�.m ( �ER-'L T PEDESTAL'D" 11 PROVIDE 3/4"LOW VOLTAGE CONDUIT WITH PULL STRING. z Z PP J ; f I; Y Q OQ HA I �__ _--J i.i�1--,� r� F- L 12 PROVIDE 1/2"CONDUIT W/PULL STRING BELOW SLAB FOR INTERCONNECTING LOW VOLTAGE CABLES BETWEEN N L11 H IL r_� Y PEDESTALS. ++ O w 0 F- I._ ' 0 I- I 2 CONTACTORS - I - - r ILL N Q MDP PLYWOOD BACKBOARD ON BACK L K w ` OF CABINET WALL INTERIOR 0 1= w F TVSS ALARM FOR ELCONTROL,PHONE OSE SECURITY FIRE - /1 A,4 A.G lA.7 11,0 D,4 N C) Y Q > 4"CONCRETE PAD PANEL MOUNTING,REFER TO M /'� I /"'1 U /"� I /'1 V D J o LL W ER DETAIL O4/E3.1. C d O Z MOTOR SAVER POW MONITOR " 0 w Q f -------LJ INSTALLED AND PREWIRED BY CPI, L-"'t1 , ¢ Z J 2 CURRENT TRANSFORMERS FURNISHED BY GENERAL NOTES: '0 z to ELECTRICAL SERVICE CPI AND INSTALLED BY CONTRACTOR TELEPHONE SERVICE 0 �.. L¢L w O 1.ALL LOW VOLTAGE CONDUIT SHALL BE FULLY CONCEALED 0 w z Z K L WITHIN WALLS,FLOORS AD CEILINGS(TYPICAL). O a CABINET INTERIOR d o Q 2.FINAL DEVICES LOCATIONS SHALL BE IN ACCORDANCE WITH V ' Q= TENANT'S PLANS(F-DRAWINGS). m a = n 0 VENTS FOR HEAT DISSIPATION 3"CONDUIT'YO CASH OFFICE llv w U Q w Q � 2"CONDUIT UP TO UNDERSIDE OF JOISTS 8 BUTTON NOVAR BYPASS I I WITH BUSHING AND PULL STRING L FACTORY INSTALLED 1 1 1'-1" z L.1 NOVAR CONTROLLER INSTALLED 1 I 11 n/I (` ON INTERIOR OF DOOR I I " - E.A.S. SYSTEM SOURCE:VER.1.2013 1/8"=V-0" _ m z Q 0 0 ma000 I I 1 m 0 CABINET LLJ „A„ CD DISTRIBUTION: DATE: 1 I Prototype Ver.1.2013 10/15/13 TWO MANUAL SWITCHES WITH PILOT I 1 PERMIT 07/03/14 LIGHT FACTORY INSTALLED AND LABELED: I I BID XI "SALES LIGHTS 4o-.GROUP"A" —I>.1 IXX/ r� 7 50%MANUAL SHUT-OFF"& q L J "SALES LIGHTS GROUP"C" 1 1 D OROVERHEAD ® ® 50%MANUAL SHUT-OFF" I f 1 1 �— 3'-11" 1 1 7'-1W 1 I EX T 11'-9" �+ 4"CONCRETE PAD 1 COMPACTOR 1 CABINET EXTERIOR SIDE ELEVATION ❑ 1 1 1 0 N I 11 9" 1 ARCH.PROJECTI BBB PROJECTN TOTAL LENGTH WHEN BOLTED TOGETHER IS 94"(7'-10°)� 1 XXXXXX 3'-11" 3'11' v _j C — —] 10°10l° 6"A.F.F. S P KEYNOTES FOR THIS DETAIL ONAPF'01 Rf G� 1. PROVIDE 1"CONDUIT W/PULLSTRING FROM BAR JOIST TO SECURITY KEYPAD. COORDINATE LOCATION WITH ADT. w 2. PROVIDE 1"CONDUIT W/PULLSTRING FOR KEYPAD IN VESTIBULE AND/CP,CORRIDOR.COORDINATE W/GPM.SEE 1 71340 CABINET PLAN 11/A9.1 FOR KEYPAD LOCATION. 3. PROVIDE 1"CONDUIT W/PULLSTRING FROM 6"A.F.F.ON LEFT SIDE OF OVERHEAD DOOR UP TO BAR JOIST. �TgTf OF 0 (CANADIAN LOCATIONS ONLY.) C,gRY GLASSY iv 4. PROVIDE 1"CONDUIT W/PULLSTRING FROM 6"ABOVE LOCK SIDE OF COMPACTOR DOOR UP TO BAR JOIST. (CANADIAN LOCATIONS ONLY.) NOTE. DRA•MNO TIRE: 1. PROVIDE 1"CONDUIT W/PULLSTRING FOR RECEIVING AREA MOTION DETECTOR AND SECURITY CAMERA. POWER WALL$ COORDINATE LOCATIONS WITH ADT. SECURITY DETAILS ROWER WALL ELEVATIONS 03 SECURITY DETAIL 02 ' SOURCE:VER.1.2013 1 1/2"=1'-0" SOURCE:VER.1.2013 N.T.S. E4.3 o ,. ANALOG LIGHT M ISENSOR ®t------� Remote. Sensors RTU (Typical) OUTDOORRTU RTU RTU RTU RTU RTU RTU AIR CURTAIN SPLIT SYSTEM TEMPERATURE TEMPERATURE �o § TEMPERATURE I -- 1 1 TB-1 TB-1 TB-1 TB-1 TB-1 TM-z020 TM-zo TEMPERATURE SENSOR TEMPERATURE SENSOR s 0 I SENSOR 1 SENSOR RETURN SENSOR RETURN da z (OUTDOOR I I _ , SUPPLY DUCT SUPPLY DUCT NOrF. �¢ I HUMIDITY �}------ Ti ,• II AIR LIGHT HUMIDITY i-EMPE�RATURE HUMIDITY ETM 8 S E IM ADD CONTACTS AS NEEDED FOR ADDITIONAL SUMP PUMPS O 0 Q CENSOR-- J �1j I;, ;.1 , , , , I CURTAIN II TRA74SFORMER 11 SENSOR ,ENSOR SENSOR SENSOR S S Q SUCH AS ELEVATOR,TRUCK DOCK,SCISSOR UFT. JJI I 1 I I I 1 HE r' OUTDOOR #18/2 SHIELDS #18/2 SHIELDED e J RELAY OUT OOR OUT:OOR S IN OOR ------ ------------- g0 V w CO2 _ — iI rf ='J I I L 3/4"CO HIEL 3/4"CONDUIF�'l W SENSOR -= � II I ---- CURTAIN 1 18 2 SHIELDED # /2 SHIELDED Irc'>-"w.' In's-urL' ,nos-uvv. �, I ENABLE 1 # / 3/4"CONDUI H C0z — — 11 1 I •II I I RELAY 3 4°CONDUIT / z SENSOR -- I, II II IiL----_---- 31 8/2 SHIELDED DAISY CHAINED TO / ' CONDUIT OTHER ROOFTOP UNITS #18 2 SHIELDED � � 3 � / 3/4"CONDUIT PHASE „ I r a LOSS CURRENT G (TRANSDUCER ELEVATOR N.0. _ L_I MODULE 0 S 0 WATER LEVEL CONT, , II I, _ UNIT REFER TO PLANS FOR LOCATION DESIGNER NOTE CHECKDST g � RECEIVING �OUTS 10 F- II II III I I —HEATERS LOCATED IN RETURN AIR DUCTS � m k $^ yy$ 3 TEMPERATUREU ___-^II II __ __• r a IFS II ii 1 I I SANYO G B GA.THHN WIRING VERIS HW 18/9 A.LOW VOLTAGE WIRING •x. 1 I1 II II II - MINIo SPLIT Air Curtain Receiving __=_—18/2 GA.WIRING HUC�MIDIANCY N.C. III1 II III 1 1 (OPTIONAL) 22/2 GA.W/SHIELDED GROUND (z ADT BELDEN 8761 OR EQUIVALENT @Q 3 SVMTCH CONY. "" TEMPERATURE AREA UNIT: TELEPHONE . SECURITY ----- z0/z cA.AND 1a/2 cA.SHIELDED o I SENSOR IDEC AIR HEATER BACKBOARD', PANEL GROUND BELDEN 9155 OR EQUIVALENT ——————— LINE VOLTAGE WIRING IN CONDUIT a' .a^.4'-0"TROUGH WTS-10 RELAY CURTAIN. a S EIM THERMOSTAT UH 0 -WIRE SPLICES ARE NOT ACCEPTABLE a 1"CONDUIT DAISY CHAINED TO I ROOFTOP UNITS-, IDEC -THE COMMUNICATIONS TRUNK WILL BE TERMINATED AT THE MODULES a 18 2 SHIELDED D- RELAY WIRE # / -ALL LOW VOLTAGE CABLE IS TO BE SUPPORTED SECURELY ACCORDING CONTACTORS CONTACTORS CONTACTORS S WTS-10 _ 3/4"CONDUIT TO THE APPLICABLE ELECTRICAL CODE.TAPE IS NOT ACCEPTABLE p NOVAR CONTROL OPANELE 24 VAC 2#12-3/4"C TELCOIR -ALL LOW VOLTAGE CABLE IS TO BE RUN NEATLY AND CONCEALED WITHIN �1 PANEL THE BUILDING STRUCTURE 3 Z (2)120V DEDICATED TRANSFORMER CONTROL CIRCUITS FOR -ALL LOW VOLTAGE CABLE IS TO BE SLEEVED IN CONDUIT UP TO THE 12 ■ BMS p1&BMS ,2 SHALL CEILING OR BAR JOISTS41+ 1 gU BE PRE-WIRED Y CPL EMS LINE DRAWING W pp1 TELEPHONE BY OWNER LINE JACKS i� o d CPI ENCLOSURE EMS LINE DRAWING 19 CONTROL WIRING DIAGRAM 17 LEGEND 16 0 ' a° SOURCE:VER.1.2013 N.T S J ' y Z}Z SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. Y Q 0 LL 24VAC,95VA TRANSFORMER TO (8)120V/15A/1P CIRCUITS FROM PANEL"LE"FROM THE - ~ Z 'RUN __ ________ ____ _ _____ In LU 0 U BM NpL RELAYS.POWERED BY THROUGH THE RELAYS CONTROLLED BY PHASE LOSS (-'- ----"-- - - -- --- --- --- -- =� 1-0 SUPPLY POWER FOR THE FIELD SAME PHASE FOR LIGHTING CONTACTORS CONTROL, F MONITOR,PRE-WIRED.BY CPI,REFER 70 CPI/NOVAR DETAILS _ _ 0 w - -- CKT LE-08 CONTACTOR COIL POWER FOR NOVAR OUTPUT 1(BLUE) H- 0 PRE-WIRED IN POWER I I CKT.LE-14 CONTACTOR COIL POWER FOR NOVAR OUTPUT 2(RED) 0 IIIIII WALL BY CPI,REDDER Z U ° IIIIII " I I I CKT.LE-20 CONTACTOR COI POWER FOR NOVAR OUTPUT 3(ORANGE) Cn TO CPI PLAN A L -- 1 _120VAC FROM BREAKER PANEL LE CIRCUIT(�37 l IIIIII } SHOP DRAWINGS r� r� - SWITCH WITH PILOT LIGHT CKT.LE-32 CONTACTOR COIL POWER FOR NOVAR OUTPUT 4(PURPLE) L LLI ��-6 `, I CKT.LE-32 CONTACTOR COIL POWER FOR NOVAR OUTPUT 5(PURPLE) O } w`°-lfll= -1IcaI1 IIoIY=1rI1-_IIc�II:.lIoI1 J • CKT.LE-38 CONTACTOR COIL POWER FOR NOVAR OUTPUT 8 BLACK F O II�UII IUI IUI IUI I�JI I�JI IL�I IUI FOR 505 MANUAL Q IIIIII I SHUT-OFF OF THE SALES (BLACK) • LIGHTS IN LIGHT GROUP V. 0) U Y IL \ I iL � , _ I —————————120VAC FROM PANEL LE THROUGH� SWITCH WITH PILOT LIGHT I WITH LABEL IDENTIFYING Q w F PHAS-E LOM TAONIT-OR CONTACTORS ! FOR 50%MANUAL --- ` g 'Y THE SWITCH-REFER TO C) 0 SHUT-OFF OF THE SALES rJ I �J I PANEL SCHEDULE HA C '� Z "uss x w,P '° STAFF LIGHTS"A" BLU LIGHTS IN LIGHT GROUP"A", I'-J I �J-- I w pj } ,zA."� .. .. ."1° '•'-z` •� -..-- .. ----------------- WITHE LABEL IDENTIFYING 0 z r----------------- —I I I� I l m d THE SWITCH-REFER TO Z O SPECIALTY DISPLAY&TRACK LIGHTS_ ----------- -- -- RED PANEL SCHEDULE HA I I C H- >•• NO I• I I R-2 (--------- CUSTOMER LIGHTS"C" ----_-- p-- ORJ TYPICAL CONTACTORS , I �I �Il ill V�a - I(II I I k V f I t GENERAL NOTES LENNOX: Q Z I v R-3 r BBB LIGHTING GROU "A "A 2 SPARE "C" "C-2" E F" "G" 1 U - ___. _ . THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL ALL m a I I EXTERIOR SECURITY LIGHTS Y UI - �_ • r ° ------ ------------ RELAY NUMBER R-1 R-1 R-6 R-3 R-3 R 2 R-5 R-4 CONDUIT AND CABLE AND INSTALL ALL ELECTRICAL C EQUIPMENT THAT IS NOT 0 v R04 ( SIGNAGE&DECORATIVE I WRING PROVIDED BY L u� PRE-WRED IN POWERWALL.THE ELECTRICAL CONTRACTOR SHALL INSTALL Z p ' ° TIVE LIGHTING ------ PU� CONTRACTOR 1111 T.I.. 'lONTACTORS llyjj_I_ SHALL NBECPREWIRED FROM ALL CONTROL CABLE IN 1/2"CONDUIT IF CABLE IS BELOW THE BAR (�(\ W U Q vk R-5 r 1 I ? H I I CIRCUIT BREAKERS TO JOISTS OR INSIDE THE WALLS AS REQUIRED. 6 U SPARE ------ BLK I I I I I I CONTACTORSANDFROM2. THE ELECTRICAL CONTRACTOR(EXCEPT AS NOTED)IS TO INSTALL THE E-J CONTACTORS TO TERMINAL NOVAR FURNISHED BACK PLATES, NCLOSURES,AND OUTDOOR SENSORS.R-6 rI STRIP,CONTRACTOR SHALL 3. THE ELECTRICAL CONTRACTOR IS TO MAKE ALL TERMINATION'S EXCEPTL WIRE FROM TERMINAL AS NOTED, mmI -- s UNIT HEATER(S) 1 STRIP TO LOAD 4. NOVAR IS TO PROGRAM AND PERFORM FINAL SYSTEM CHECKOUT. I— }r>Q O o0 In . 5. THE ETM-2051,ELECTRONIC THERMOSTAT MODULE,IS FACTORY mt- r,00v i R1 THRU RG R-7L__J INSTALLED BY LENNOX IN THE ROOF TOP UNITS. O O 2 LOCATED IN ° 6. ALL INQUIRIES PERTAINING TO THE ENERGY MANAGEMENT AND CONTROL a23rc -- -- THE CPI , R-7 IS LOCATED AT UNIT HEATER SYSTEMS SHOULD BE DIRECTED TO, M Qw Z C0.0 NOVAR CONTROLS I-1-I roQo THE UNIT HEATER, TERMINALS NOV RCONTROCKS E WOODS BLVD.12 ZI ] B a WHT °°° - POWERWALL INTERFACE RELAY, v ,° MOUNTED ON EACH 44131 m 0- STAFF O O W m g w o L -- --- -- __ v UNIT HEATER,INSIDE d Z o O CLEVELAND OH - -- ° p 216-682-1355 o rn m WHT - A JUNCTION BOX, LIGHTS"A' 0 0 7. ITEMS PROVIDED BY NOVAR TO CPI: UJ O WIRE TO N.C. SPECIALTY LIGHTSRED A z —R J m U Q 0 ® 1 SA VW 15 TRIAC,MODEM CONTROLLER. N o � NlHT CONTACT CUSTOMER LIGHTS"C" c 1 SAVVY BASE PLATE WITH SWITCHES. ^^ 0 F F o v EXT SECURITY LIGHTS �30 04® cxD 1 21 PURmA CURRENT LIMITER. 8 0 a m s o a m B BUTTON SIGNS O50 OBQ AFI 1 8 BUTTON REMOTE OVERRIDE PANEL SPARE PRODIGY M2 LENNOX RTU 2 WTS-10,WALL TEMPERATURE SENSOR OVERRIDE PANEL, HVAC OVERRIDE BRN ®TO OB® TB1 1 OSA WITH OTS 2,ALS-300,ACI MOUNTED ON I AT RTU / m �T-•T�,-•Tw, .�r•�+r•T», --•r•- •-- •-�• THE POWERWALL ® moo • U 1 HWL3XSX WALL MOUNT INDOOR HUMIDITY SENSOR I'I GND NT �` I i' 1 RJ45 PATCH CORD,7FT CAT 5 sTRIBUTION: DATE: ENCLOSURE O O O R O a•b' 7 (DEC SPOT 24 VAC RELAY DOOR BY CPI MHz WIRING PROVIDED 8v. R.R R�I 7 (DEC SPOT RELAY BASES Prototype Ver.1.2013 10115/13 CONTRACTOR 8 BUTTON OVERRIDE 8 BUTTON OVERRIDE II min 1 1 RIB24P3OSPDT IDEC RELAY INTERIOR VIEW EXTERIOR VIEW ��L _T --18/4 WIRE SUPPLIED 1 IDEC MOUNTING RAILS,9.25" PERMIT 07/03/14 T &INSTALLED BY o �' 0•IN 2 24 VAC,40 VA TRANSFORMER ,C� CONTRACTOR 1 24 VAC,100 VA TRANSFORMER BID XXIX CONTRACTOR SHALL RUN , II Im J WIRES FROM CO2 SENSORS TO I I� ' I I 1 WTS-UVC,WALL TEMPERATURE SENSOR y X/XX/X THE SAVVY CONTROLLER AND � 2 CO2 SENSOR,TELAIRE VENTOSTAT VF.RIS If00 AMP CT'B. DESIGNATED ROOF TOP UNITS. I I 5 RTS DUCT MOUNTING BRACKET ° e FURNISHED BY CPI, ALL TERMINATIONS TO SAVVY, I E T°4 4°a° I 1 IONIC,INPUT/OUTPUT MODULE,OPTIONAL PRE-WIRED IN INSTALLED BY CONTRACTOR. S02 SENSORS AND RTU I u I 1 MINio,OPTIONAL ENCLOSURE 1 POWER WALL BY CPI. SHALL BE SUPERVISED BY 2 ETM-2020,WALL TEMPERATURE SENSOR,OPTIONAL mhlI Ie1 , , I I lei I 1 , WIRE FURNISHED BY III THE NOVAR CONTRACTOR CO2 SENSOR(TELAIRE I CO2 SENSOR(TELAIRE CONTRACTOR SHALL RUN WIRES FROM CO2 SENSORS 2 ETM-2020-AC 24VAC INDOOR ENCLOSURE,OPTIONAL I I I I I I I I 1 1 BY CONTRACTOR (WRING! (WIRING FOR NEW RTU'S) I BYNNOVAR,INSTALLED ANDED 1 BY NOVAR,INSTALLED ANDEO RUNTMWIRESRF FROM EACH SENSOR 70 THE OPIRPANELSHALL 2 DTS-50,DUCT TEMPERATURE SENSOR,20 TO 120,OPTIONAL o, _ _ 1 I I I �- -------_—_--------_- —_Y-- - ----W—� J WRED BY CONTRACTOR WIRED BY CONTRACTOR TERMINAL STRIP LABELED FOR CO2 SENSORS. 8. ITEMS PROVIDED BY LENNOX FOR FIELD RELOCATION. 1 I 1 U (WIRING FOR EXISTING RTU'S W/E%(STING ETM BOARD 10 RTS-UVC,REMOTE TEMPERATURE SENSOR OR NEW ETM BOARD FIELD INSTALLED ONLY) 9. ALL INQUIRIES PERTAINING TO QUOTES SHOULD BE DIRECTED TO: LY CAROLINA PRODUCTS INC. B11Ll - BUTT ILA-- - _.--- -- L 800-736-4455 I -- - —�- SPLICE, L I B-- - ----- 0 18-2 WIRE SUPPLIED AND 10.CPI WILL PROVIDE AND PREWIRE PHASE LOSS MOTOR SAVER TO BUTT SPLICE, AINTAIN S DRY SET OF TE C- - fI----- - J. D INSTALLED BY CONTRACTOR 0 0 0 TERMINALS 65,88 OF SAVVY PANEL. ''11T�� 11.CPI WILL PROVIDE VERIS H8053 POWER MONITORING CT'S. MAINTAIN LARITY CONTACTS Y it r I 64 63 74 CONTRACTOR SHALL INSTALL AND WIRE WITH 2/C SHIELDED CABLE OUTDOOR AIR HUMIDITY POLARITY W7S_1p, FOR EJECTOR PUEE_ FUSE PACK SENSOR CURRENT LIMITER I I RECEIVING PUMP ALARM, -= III CONTRACTOR FOLLOWING DIAGRAMS AND INSTRUCTIONS AS REQUIRED. O DRY SET OF I I TEMPERATURE CONTACTS DRauxD ----J SHALL TAP OFF 0 0 0 IMPORTANT NOTE: SHALL CLOSE ��-----J FEEDERS OF THE OR FOR THE I I SENSOR. I E -J ARCH.PROJECTN BBB PROJECTN ALS, OCCUPANCY SWITCH, ACI• WHEN THE fl——————— MAIN PANEL BUS OUTDOOR OUTSIDE WATER LEVEL 1 BARS A A CONTRACTOR TO WIRE 2 C SHIELD CABLE XXXXXX CONTACTS SHALL I I / LIGHT OPEN WHEN THE ACT 1 I HUMIDITY IS T00 HIGH A\\\ AS SHOWN IN DIAGRAM TO CT PLUG AND DRAWN: CHECKED: I SENSORPIE WIRED THEN TO 64.63.AND GRD 74 TERMINAL BLOCKS. I SENSOR. PANEL IS DISARMED I HA-38,40,42D- 1 BY CPI --_ ELECTRICIAN SHALL INSTALL PLUG IN THE FIELD. AND CLOSE WHEN THE I ---ADT PANEL IS ARMED --W VERIS HW SERIES PLEASE NOTE: 24VAC,40VA INDOOR HUMIDITYTRANS FORMER TQ SENSOR,SET z B ELECTRICIAN WILL BUS TAP CT'S SUPPLY POWER TO JUMPERS TO 5 V I H8053 SERIES FUSE PACK (PHASE MONITOR) FIELD WIRING I THE SAVVY.POWERED MOTOR SAVER VERIS POWER TO PROPER PHASES FOR FOR I PHASE BY BM 3CATED INFORMATION INFORMATION MONITOR MONITORING CT'S 0 AS NOTED. _ $I�. I�''�L'� _120VAC_ FROM BREAKER PANEL LE CIRCUIT#31 FIELD WIRED BY I LOCATED ON SUPPLIED 8Y CPI, 00 CONTRACTOR 1 CPI SCREEN INSTALLED BY m IIII , , • 8 CONTRACTOR ONLY ONLY I__L _ _ __---__—__--_---_-- __ CONTRACTOR 70 FIELD INSTALL PLUG TO PHASE BLACK SHALL BE BUS TAPPED C L CT'S(SEE PAPER WORK MONITOR , ()BUS BAR BUTT SPLICE, STATUS LED INCLUDED WITH) TO PHASE B MAINTAIN POLARITY PRE-WIRED�IN L RED SHALL BE BUS TAPPED LTONT�OU � 6; POWERWALL BY CPI. eLACX RED Euow TO PHASE(A)BUS BAR L-_YELLOW SHALL BE BUS TAPPED DRANNG TTUD BLACK YELLOW TO PHASE(C)BUS BAR WIRE FURNISHED BY NETWORK C WHITE WHITE CPI AND INSTALLED I COMMUNICATIONS TO o NOVAR WIRING BY CONTRACTOR ROOF TOP UNITS. PHASE B PHASE A PHASE C DETAILS OTS,OUTDOOR TEMPERATURE SENSOR. - ff.MS_OLTRANSDUCER WIRING SA Y WIRING DETAIL 01 o SOURCE:VER.1.2013 T�TB a4 A',1l� -FACTORY FURNISHED,INSTALLED 24VAC,95VA TRANSFORMER i AND WINED 81 LENNOX(NEW UNITS) OUTDOOR HUMIDITY OUTDOOR N Z TO SUPPLY POWER FOR THE NEW RTUS: ETM BOARD ,✓� t1210VAC CONTROL RELAYS. LOW SENSOR(ACI) TEMPERATURE �0NSHALL BE FACTORY HEAT COMBUSTION ED BY BIAS 2. IDP9DPS ETM 2051&- ( SENSOR(DTS)INSTALLED WITH PRODIGY FAN BLOWERS FROM BREAKER IHIGH LOGIC LOGIC) n� Z ° PANEL LE CIRCUIT#41 a (GAS CONDENSER V" HEATER EXISTING RTUS. ( UGHT SENSOR �O Qo Qo Qo Qo QQ Qo Qo QQ S CTION CONTRACTOR SHALL FIELD FAN OUTDOOR SENSOR OUTDOOR SENSOR ASSEMBLY Oa y2 II O (ALS) ASSEMBLY. SENSORS TO BE a INSTALL ETM 2051 WITH TB1 3t-Ott THE OUTDOOR SENSORS AND MOUNTING ASSEMBLIES 0 wm LOGIC)ALONG WITH RETURN ROTATED TO FACE NORTH ARE FURNISHED AND INSTALLED BY THE ELECTRICAL OO w 2 s a s e > e s t U BOLTS CONTRACTOR,AS SHOWN ON DETAIL AIR SENSOR RE BE \\\ V W MOUNTED IN RETURN AIR �1"RIGID CONDUIT WITH w�1D R TTOCT AND SUPPLY BE MOUNTED IN THE OR AND WEATNSTALLED BY THE ED °x"x n' UNIT HEATERS START/STOP Z SUPPLY-ETM 2051 AND CONTRACTOR § p R-7 RETURN&SUPPLY AIR 1. THE OUTDOOR SENSOR ASSEMBLY MOUNTED g ON THE ROOF TOP UNIT NEAREST THE N Y# J AND e SENSOR TO BE PURCHASED EXECUTIVE CONTROL UNIT.THE CONDUIT AND UNIT THROUGH NATIONAL • ACCOUNT VENDOR CPI >-l-MINERALAC STRAP WEATHERHEAD ARE FURNISHED AND INSTALLED F HEATER I I BY THE CONTRACTOR. w TERMINALS MECHANICAL REURN SUPPLY p CONTRACTOR TO AIR AIR DESIGNER NOTE CHECKLIST 1-7 IS LOCATED AT THE UNIT RELOCATE 2.MOUNT THE OUTDOOR SENSOR ASSEMBLY ON THE RN IN A LOCATION WHERE IT WILL NOT BE 11yM K I I HEATER,INTERFACE RELAY, REMOTE SENSOR -DUCT DUCT - AFFECTED BY THE HEAT GENERATED BY THE W mpz O (+1 11 MOUNTED ON EACH UNIT CONDENSER FAN OR THE HEAT COMBUSTION FAN a w 3 Q' HEATER,INSIDE A JUNCTION REMOTE L ICATIONS,DAISY RUN SENSOR LB CONDUIT BODY BLOWERS.w r BOX,WIRE TO N.C.CONTACT TEMPERATURE WIRES TO RU C,I SENSOR,RTS-DVG O OTgo RTU'S WIRING CHASE z za °d z°d �Ye 0 3.CONTRACTOR TO PROVIDE ETM NUMBER PLACARD �i ROOF LINE 4"(H)ON RU COVER. 1 x z o II I NOTE: z x CONTRACTOR TO PROVIDE ETM SUPPLY RETURN Nil a 2"X 4"J BOX NUMBER PLACARD ON RTU COVER DUCT ROOFTOP UNIT DUCT a UNIT HEATER WIRING DETAIL 20 WITH COVER LENNOX RTU FIELD WIRING DETAIL 18 OUTDOOR SENSOR ASSEMBLY 16k a SOURCE:VER.1.2013 1 N.T.S. SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1,2013 N.T.S. z Z yg O T61 TERMINAL STRIP, TERMINAL CONNECTORS ItS Z MOUNTED IN THE LENNOX,BLK-2 SHD-3 WHT-8 NETWORK HANGING FROM ETM-2051 - a W LENNOX ROOFTOP UNIT _3g'gp6_ COMMUNICATION CONTROLLER R C G Wi W2 Yi Y2 OCP GLO ® R C IAQ-HAQ-HUM rh TMP 001 C D02 DI1 R C DI2 R DI3 R DI4 C ® Fla o TB1 - J300 S — BUS P297 P298 P299 24VAC 2a VAC COM 0 MSLO 9407-003-015-314 MSLO 9407-003-045-701 w NOTES: i.. N - S + Z QO SF,�VY BLK 39-SHD-40 HT-41 J IN OFFICE AREA UNPLUG"A2"SENSOR FROM RETURN, - O ry SMOKE INPUTS HUMIDISTAT l Q 1' INSTALL WTS-UVC®WALL MOUNTED J-BOX AS LENNDX.BLK 1'SHD-2 WHT-3 :�. oam S BUS °° 24VAC THERMOSTAT o 24VAC I. SENSOR OUTPUTS 2 OW 0 4 I INDICATED ON MECHANICAL DRAWINGS. z z Y _ S + S2 R C G W7 W2 YI Y2 OCP o R C All HUM.A TIP 001.h 002 24VAC DI4 C _ O V 5 I 2. MECHANICAL CONTRACTOR TO REMOVE AND RELOCATE O _T -' [Dill R C DI2 R DI3 R Z p 0 6 SENSORNOVAR STOSOR IN BE WITHIN 6FILTER INCHESECTION 0 THE RTU. OF THE RETURN AIR 10 Q y O 7 I DUCT OPENING. WIRED BY ELECTRICAL CONTRACTOR. - IC o w -- �¢ I � .I aim L Y Q w s rr--rr-- e) W H 0 O 10 N - SLiQ-�Y}IT-8 DAISY CHAIN TO Izo - - --°- 1 I Z U NEXT RU ¢ �� ' Oil 1T O 12 CAUTION: r e J301 11 p I— (7= - BEFORE WIRING THE NOVAR NETWORK COMMUNICATIONS AND WALL o m a czs ILL! Z U I O 13 TEMPERATURE SENSOR,WTS-UVC,TO THE LENNOX ROOF TOP UNIT, olol Z W Q O 14 YOU MUST CONFIRM THE FOLLOWING: of of L U X w O 15 -THE NOVAR ETM-2051 IS INSTALLED AND OPERATIONAL. - S,wo, J U Q w= -THERE IS 2.5 VDC BETWEEN TERMINALS 2&3 ON TBi. ++ Q Y y F -THERE IS 2.5 VOID BETWEEN TERMINALS 3&8 ON TBi. USE TWO SEPARATE SHIELDED CABLES fD _ a> -THERE IS NO AC VOLTAGE ON TERMINALS 2,3,5,8&9. I I CONTAINING 18AWG MINIMUM,TWISTED PAIR Q K H -THERE IS NO AC VOLTAGE ON ANY WIRE TO BE CONNECTED TO TB1. I I CONDUCTORS WITH OVERALL SHIELD. Q 0 WHEN USING A WALL TEMPERATURE SENSOR,WTS-UVC,UNPLUG FIELD WIRING FOR LENNOXZLOGIC - NE49 RTUS CO2 SENSOR WIRE TO USE BELDEN 88761,PLENUM OR EQUIVALENT. LENNOX PRODIGY WIRING DETAIL - NEW RTUS C 0- °Z CONNECTORS,TO SENSOR LABELED"A2",P62/J62 LOCATED IN THE HANGING TERMINAL STRIPS,MOUNTED IN ROOFTOP`UNITS.RTU SAVVY,SUPPLIED BY _ WIRES FROM THE CO2 SENSOR TO THE ROOF 0 w ° i FILTER COMPARTMENT OF THE ROOF TOP UNIT. TAPE THE CONNECTOR CPI,WIRED BY THE TOP UNIT ARE TO BE PULLED BY THE m ZFOR THE UNUSED P62.WHEN THESE CONDITIONS ARE MET,YOU MAY ELECTRICAL CONTRACTOR ELECTOR. ZQCONNECT THE NETWORK COMMUNICATIONS AND ZONE TEMPERATURE I IRTILI IREM TNO BEN SUPERVIISED BY THES NOVAR13 AND C SENSOR,WTS-UVC,TO THE TB1. - U Z .I'I CONTRACTOR. > w Z O d FIELD WIRING DETAIL - EXISTING RTUS EXISTING RTUS: CONTRACTOR SHALL FIELD NEW RTUS: ETM BOARD SHALL BE m d I H Q= WTS-UVC WALL INSTALL ETM 2051 (WITH TB1 LOGIC)AND FACTORY INSTALLED(WITH PRODIGY LOGIC) tt TEMPERATURE RETURN&SUPPLY SENSORS,PURCHASED a l a s SENSOR,SUPPLIED THROUGH NATIONAL ACCOUNT VENDOR CPI (-�x1 Z z BY NOVAR AND CO2 SENSOR(TELAIRE V U- INSTALLED ELECTRICAL Y THE LENNOXILOGIC FIELD WIRING DETAIL 15 VENTOSTAT 8001),FURNISHED Q BY CPI,INSTALLED AND WIRED pv CONTRACTOR. [LENNOX/LOGIC FIELD WIRING DETAIL 11 SOURCE:VER.1.2013 N.T.S. RTUCONTRAC70R Z L's SOURCE:VER.1.2013 N.T.S. w�w UU>at�0 W u1 MIN.AMP DRAW: 25.6A Q 0000 N MIN.CKT.AMPACITY: 32.OA MAX.FUZE: 480V/36/60HZHZ w Z oD W m tip co ETM-2020,ELECTRIC THERMOSTAT MODULE, I I I FACTORY INSTALLED _ $ i RETURN AIR O SUPPL AIR HTR 23 "OR DTS-30 HTR 23 HEATER O$ M^ Iv; TEMPERATURE a O ��v ETM-2020, SUPPLY AIR ISTRI-ON: onTe: HTR 23 �� O pQ ELECTRIC SENSOR Prototype VeT.1.2013 10/16/13 itt 10KW 0�❑•®b THERMOST / • 1 G3' - - MODUINSTALE. LD PERMIT 07/03/14 ELECTRONIC I BID XX/ HEATER a®® ®®®® ®� THERMOS TAT 1OKW - .. MODULE �' ETM-2020 - u?:"tie ie� ^� ' ✓1 1 u MTR-HI 26 1 1 1 1 1 1 1 1 ROOFTOP HVAC TERMINAL I, STRIP.CONNECTIONS TO HI SAVVY.BLK-39,SH-40,WHT-41 BE FIELD VERIFIED. LENNOX: BLK-2,SH-3,WHT-8 MOTOR ETM-2020: MTR- BRN L BLK-20,SH-21,WHT-22 W1 MIT I �I ID 28 LO NETWORK W2 COMMUNICATIONS - II Fm- (FELD WIRING) BUD COMMUN YEL ICATIONS COMMUNICATIONS, 1/2 AMP 1/2 AMP HI LENNOX: BLK 2,SH 3 WHT-8 Y2 DAISY CHAIN TO 75 VA MOTOR iI ETM 2020 BLK-20,SH-21,WHT-22 C ORN RED NETWORK I OTHER RU'S. 5 AMP 24V _ LO COM BLK COMMUNICATIONS L ARCH, PROJECT. M MWECTB MTR-HI 26 __ � I XXXXXX HEATER 24V RELAY I I oRAwry cnecReO: TCO TCO TCO TCO `v •-� COIL 4,5.6 II MTR-LO 28 I FIELD WIRING FOR OFFICE DUCTED SPLIT SYSTEM WITH HI COIL T2,21 f—RELD ETM-2020 FOR WIRING MTR-HI IS WTB-30, INFORMATION LOW COIL 15.23 24V RELAY II _ O ZONE ONLY UNIT MOUNTED II - + 5 TEMPERATURE HIGH/LOW MTR-LO o SENSOR SWITCH iv WTS-10,WALL DTS-30 DUCT TEMPERATURE ' - TEMPERATURE SENSOR SUPPLIED BY CPI, SENSOR.SUPPLIED BY MOUNTED AND WIRED BY THE L_ CPI,MOUNTED AND ELECTRICAL CONTRACTOR IN ETM-2 WIRED U THE THE SUPPLY AIR DUCT BELOW --- ELECTRICAL THE ROOF LINE y THE MECHANICAL CONTRACTOR IS TO FURNISH DRAPoNC TTLE: _ NOTES CAUTION - + CONTRACTOR IN THE THE LOW VOLTAGE WIRE TO THE CONDENSER. ETM WIRING DETAILS 1. INSTALLER MUST PROVIDE DISCONNECTING MEANS ELECTRIC SHOCK HAZARD - WTS-10,REMOTE ZONE TO BE SERVED FOR LENNOX RTU'S AND BRANCH CIRCUIT PROTECTION. WALL TEMPERATURE 2. WIRE UNIT IN ACCORDANCE WITH LOCAL CODES OR SENSOR THE N.E.C. 3. UNIT TO BE SERVICED BY OUAUFIED PERSONNEL FIELD WIRING DISCONNECT UNIT BEFORE SERVICING. FACTORY WIRING 4. FIELD WIRING FOR AIR CURTAIN 04 DUCTED SPLIT SYSTEM WIRING DUCTED SPLIT SYSTEM 01 — — Pry ' ONLY. SOURCE:VM 1.2013 N.T,3 E4.5 0 SOURCE:VER.1.2013 N.T.S. SOURCE:VER.1.2013 N.T.S. t NOTES FOR THIS DRAWING �� SCHEDULE FOR' FTG CIRCOT DISTRIBUTORS FTG SPECIALTY LIGHTING FIXTURES LIGHTING FIXTURES ARE DIMENSIONED FROM THE FINISHED FACE OF WALL TO CENTERLINE �r 6 - OR END OF LIGH71NG FIXTURE. Q - CIRCUIT RIB OR CIRCUIT NOTES SYMBOL ID QTY DESCRIPTION WATTAGE QTY.PER �6 DESIGNATION CIRCUIT 2. COORDINATE AND VERIFY DIMENSIONS.NOTIFY BBB OF ANY DISCREPANCIES IMMEDIATELY. DESIGNATION _ .FULL FTG DISPLAY CABINET FURNISHED BY BBB 146 TOTAL O QQ JUNCTION BOX 2 " _ MAX.OF(12).3 LAMP LIGHT BOXES (1)UPPER LIGHT BOX WITH(3)BUILT-IN RECESSED DOWNLIGHTS 39 24 o. G 3 4"CONDUIT DROP TO T CD 1 LEii CONNECTED TO CIRCUIT (1)MIDDLE LIGHT BOX WITH(3)BUILT-IN RECESSED DOWNLIGHTS. 39 24 iO.O gO'0' eK / C1 0 (1)LOWER LIGHT BOX WITH(1)'BUILT-IN FIBER OPTIC DUAL-LIGHT ILLUMINATOR 68 12 KEY NOTES (Symbols Etc.) a y J-BOXITS LE-7,9,CIRCUIT DISTRIBUTORS. X MAX.OF(12 3 LAMP LIGHT BOXES CONTRACTOR TO FURNISH AND INSTALL SPIRAL SELF BALLASTED FLUORESCENT LAMP, 1. BBB SHALL FURNISH AND CONTRACTOR SHALL INSTALL SPECIALTY LIGHTING FIXTURES ON 3 m (CIRCUITS LE-7,0,11). O CD 2 LE-3 CONNECTED TO CIRCUIT SK813EAPOW AS MANUFACTURED BY MAXLITE IN EACH RECESSED DOWNLIGHT.SEE CABINET RACKING. Z m CD 3 LE-5 MAX.OF(8)DUAL LIGHT ILLUMINATORS DRAWINGS. b '" CI CONNECTED TO CIRCUIT PARTIAL FTG DISPLAY CABINET FURNISHED BY BBB WITH(1)LIGHT BOX WITH(3)BUILT-IN 2. CABINETRY FURNISHED WITH ELECTRICAL OUTLETS PREINSTALLED(REF.1/E1.1). RECESSED DOWNLIGHTS.CONTRACTOR SHALL INSTALL SPIRAL SELF BALLASTED FLUORESCENT CONTRACTOR SHALL HARD WIRE ALL DEVICES AND PROVIDE ESCUTCHEONS IN COUNTERTOP g@$ W 7 MAX.OF(8)DUAL LIGHT ILLUMINATORS C2 O 39 24 WHERE DIRECTED.(NOTE: DATA/TELEPHONE OUTLETS SUPPLIED,INSTALLED,AND WIRED BY.� CD 4 LE-5 LAMP,T DRAWINGS APCW AS MANUFACTURED BY MAXLITE IN EACPi'RECESSED DOWNLIGHT.SEE j p i CONNECTED TO CIRCUIT 6 i 'CABINET DRAWINGS BBB). ul CD 5 LE-3 MAX. C (D 3 LAMP LIGHT BOXES FULL FTG DISPLAY CABINET FURNISHED BY BBB WITH 1 UPPER LIGHT BOX WITH(3) W O CONNECTED) CIRCUIT BUILT-IN RECESSED DOWNUGHTS.CONTRACTOR TO FURNISH AND INSTALL SPIRAL SELF DESIGNER NOTE CHECKLIST O K MAX.OF(12)3 LAMP LIGHT BOXES C3 0 BALLASTED FLUORESCENT LAMP,SKS13EAPOW AS MANUFACTURED BY MAXLITE IN EACH 39 24 0 CD 8 LE-1 CONNECTED TO CIRCUIT RECESSED DOWNUGHT.SEE CABINET DRAWINGS. FIXTURE NOTES F1 F2 Etc.) m (S=bola 3 JUNCTION BOX 1 ZmZ 3/4"CONDUIT DROP TO CD 7 LE-7 MAX.OF(12)3 LAMP LIGHT BOXES Fi. CONTRACTOR SHALL PROVIDE MULTIPLE JUNCTION BOXES FOR SPECIALTY LIGHTING F J-BOX/(6)CIRCUIT DISTRIBUTORS. pg CONNECTED TO CIRCUIT SYMBOL ID QTY DESCRIPTION VOLTAGE LAMPS MOUNTING MANUFACTURER CATALOG NUMBER WATTAGE MOUNTED AT HEIGHT NOTED ON DETAIL.THE MODULAR WIRING SYSTEM BY"LITHONIA Z (CIRCUITS LE-1,3,5). E5.1 !` N CD B LE-9 MAX.OF(12)3 LAMP LIGHT BOXES RELOC"CONSISTS OF"CIRCUIT DISTRIBUTORS"(CD/120V/D,E OR F)/CSA)WHICH ARE �y CONNECTED TO CIRCUIT TRACK WITH 20W/ BOTTOM OF WIRED DIRECTLY INTO J-BOX; "CABLE EXTENDER (CE/120V/F/U)/CSA)WHICH EXTENDS 0 '� �� X2 10 GIMBAL HE 120 PAR38/ TRACK CON-TECH NA1313 20 FROM J-BOX TO FIRST LIGHT FIXTURE AS WELL AS EXTENDS FIXTURE TO FIXTURE; AND k' > CABLE CONNECTORS CD 9 LE-11 MAX.OF(8)DUAL LIGHT ILLUMINATORS LED 13-0 AFF "CIRCUIT SELECTOR UNIT"(CSU/120V/F//U/CSA).THE CSU HAS BEEN PRE WIRED TO THE l (TYP-) !!�� CONNECTED TO CIRCUIT SPECIALTY LIGHTING FIXTURE AND CONfJECTS TO THE CABLE EXTENDER.CONTRACTOR IS U NOTES FOR ALL LIGHTING FIXTURES: yy a �I'- - MAX.OF(5)DUAL LIGHT ILLUMINATORS RESPONSIBLE TO FURNINSH AND INSTALL"CIRCUIT DISTRIBUTORS"A7 ALL J-BOXES LVI] CD 10 LE-11 MAX.CONOFTE1D27 3CLAMP1TLIGHT BOXES 1. ALL LAMPS MUST 3. CONTRACTOR BE GE. SERVING IN-RACK SPECIALTY LIGHTING.THE BALANCE OF LITHONIA RELOC WIRING NECESSARY MOUNTING HARDWARE.ALL THREADED ROD FOR MOUNTING TRACK LIGHTING TO BE PAINTED SILVER. COMPONENTS NOTED("CABLE EXTENDER°,"CIRCUIT SELECTOR UNIT")ON THE DRAWINGS 7 �. CD 11 LE 9 ( ) SHALL FURNISH AND INSTALL FIXTURES AND LAMPS FOR ITEM X2. SHALL BE FURNISHED AND INSTALLED BY TENANT UNLESS RESTRICTED BY LOCAL T CONNECTED TO CIRCUIT 4. FIBER OPTIC POWERS UP 2.5 FIXTURES.IT HAS 5 LEGS.2 LEGS/FIXTURE. JURISDICTION.IF TENANT IS RESTRICTED FROM COMPLETING INSTALLATION AS OUTLINED = J MAX.OF(12)3 LAMP LIGHT BOXES FOR ANY REASON,CONTRACTOR IS RESPONSIBLE FOR COMPLETING INSTALLATION }r. IL - CD 12 LE-7 INCLUDING HARD WIRING OF FIXTURES. CONNECTED TO CIRCUIT:, NOSE- 0 K 0 FTG - TRACK LIGHTING AND LITHONIA RELOC'CIRCUIT DISTRIBUTORS" - F2. CONTRACTOR SHALL PROVIDE TRACK IN LOCATION DESIGNATED BY BBB.CONTRACTOR Q K OF G IXTURE NOTE: CONTRACTOR SHALL"LABEL."CIRCUIT DIS',RtBUTORS AS FOLLOWS: TO BE FURNISHED AND INSTALLED BY G.C. PURCHASE N FI RES "Dual LIGHT ILLUMINATORS; OR(3)LAMP LIGHT BOXES" PRODUCTS FROM: NESCO,40 HUDSON ROAD,CANTON,MA 02021. SHALL PROVIDE TRACK HEADS,LAMPS AS SPECIFIED, MOUNTING HARDWARE,PENDANTS Z CONTACT-VINNY DELMONACO 029(800-244-6980). AND ALL REQUIRED PARTS TO MOUNT THE TRACK ABOVE THE SALES FLOOR LIGHTS SUCH rr❑ .f THAT THE BOTTOM OF THE TRACK IS AT 13'-0"A.F.F.LOCATION AS PER BBB FINALk PLAN.ALL MOUNTING HARDWARE FOR TRACK LIGHTING(INCLUDING THREADED ROD)TO BE tlI 0 PAINTED SILVER. _ W F3. PROVIDE(2)2"CONDUIT UNDER SLAB FROM BACK WALL OR COLUMN,AS INDICATED IN p1p�q551 IgU Z PLAN,TO RACEWAY IN DESK.FINAL LOCATION TO RACEWAY TO BE COORDINATED W/BBB i�tl p Q CABLE EXTENDOR CPM.. d W (TYP.) 1 0 K y .. 1 F4. UNISTRUT MOUNTED OW-1"A.F.F. - Z N F5. NOT USED, T) J a C .. - F6. J-BOX WITH DEDICATED CIRCUIT MOUNTED 016'-8"A.F.F.ON DECK OR JOIST FOR FTG Y Q 0Q RECEPTACLES LOCATED WITHIN FC-CUSTOMER SERVICE DESK. � a N LL1 0 , a 0 t U_ OVERALL POWER DISTRIBUTION 14'; LIGHTING SCHEDULE 12 NOTES 11 z U SOURCE:VER.1.2013 1 N.T.S., 0) z LLI SOURCE:VER.1.2013 N.T.S, SOURCE:VER.1.2013 N.T.S. � o X W SET CONDUIT AND JUNCTION BOXES 0 F F 3/4"CONDUIT AETER MERCHANDISE FIXTURES HAVE SET. U) UO � _ �_ CABLE EXTENDER Q W H F J-BOX (TYPICAL-P-1) Q O >0 OF RECESSED LIGHTS [ °Y1 a Z LOOR JUNCTION BOX WITHIN FIXTURE ARE CIRCUIT SELECTOR UNIT 0 w PREWIRED TO A 7 Z \ CIRCUIT SELECTOR UNIT (TYPICAL) . Z O J N p CIRCUIT 0 w Z Z Of p _ LITHONIA RELOC-CABLE DISTRIBUTOR >> -� Q FRONT EXTENDERCE/120V/ 0)CCENTER OF � -BOX MOUNTED AT 12'-0" 0= U a J-BOXES (D,E or F)/CSA 3'-0 LONG CABLE A.F.F ONE J-BOX PER(3) m a ' I ~ FN UTHONIA RELOC - FIXTURES, TYPICAL. AS W CIRCUIT SELECTOR UNIT 5'-0"TYP SHOWN ON 01/E5.1 U 0 ZDZ I °" CIRCUIT CSU/120V/F/U/CSA— { LITHONIA RELOC- CIRCUIT Q I DISTRIBUTOR ! DISTRIBUTOR CD/120V/(D,E 016_ o SIG _ or F)/CSA BAND 7'-0"LONG CABLE ZO y Uw�U.�,II n 1 >GO GON AAME R 15'-0"LONG CABLE m r a^.0 N o N � �m�a0I z QB RECESSED 4" W HNFIXTURE ¢BACK OF FTG �nE ARE PREWIRED TO FIXTURES A CIRCUIT a 0 J 0 0s VERTICAL SELECTOR UNIT. m a Z o 0 RANEL 'LONG C BLE w O O Lj_j m j : FL _W ELEVATION LLUMINATOR FTG SIGN BAND DETAIL 08 DISTRIBUTOR DATE. �\ -TSCIIIRCE'i VER,1.2013 N.T.S. Prototype Ver.1.2013 10I15113 PERMIT 07/03/14 ELEVATION DEAD BID x/XX/X CORNER H XXIX J-BOX MOUNTING 09 SOURCE:VER.1.2013 N.T:S: -—-—-— —-—- —D5 - DO 1 O CD 7 O CCD O o 4C_ 0 LE-2 j 0 I �_4 0 0 O ARCH,PROJECip BBB PRDJECTp xxxxxx . Q TVP DRAWN: CHECKED' CD 2OOLE DO 12 1pNA 0 70 1 814 O7 3 O ------- - - O GLCD 9 DRAWING TIME: FTG CD 4 J-BOX 1 J-BOX 2 CD 10 POWER,LIGHTING, SPECIALTY LIGHTING J-BOXI CIRCUIT DISTRIBUTOR 04 FLOOR PLAN-SPECIALTY LIGHTING 01 SOURCE:VER.1.2013 N.T S. E5;1. d3 o a�: SOURCE:VER.1.2013 1/8"=1'-0" FR7FSTANDING