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14-2246 1945 Fillmore St plans
gineers, Inc.ENEnUCCATICN OF EXCELLENCE 621 North College Road,Suite 100 Twin Falls,Idaho 83301 208/734-4868 FAX 208/734.6049 JOB NAME , JOB N0. BY DATE SHEET OF Oil.rLINA s I J. _ _..-_....w.. . — _ _..._.. r Coe Ie , I �Ore _ i_............. ENGINEERS/PLANNERS/SURVEYORS go EHVI Engineers, Inc. 9U!L0R G MEE PUTURE ONA-CUNOATtp4 OF EX0ELUNCE 621 North College Road,Suite TO Twin Falls,Idaho 83301 208/734-4888 FAX 208/734-6049 JOB NAME � * JOB NO. BY DATE SHEET 1 OF _...-------- _...t.__._...,_+._.._.... (? ,fir F •�rG z�.>�-9 i 1 ! �j�`�) yam. S Sr— AI �by9P„^ Fi s�c 9 � � �°b� � ,�•'� �� � �`��„�> � � "fir � � � % �.' ,� 4 . � �` Poo t i W 1 ` 1 ENGINEERS/PLANNERS/SURVEYORS 96'-2' 64-6j- 64-10j- -E C� TOW W WF-8 k F.l T TOW 1 FrV- WF-8 m 814r M j 12 )M 126-8 1/2' VQ -W C\.,}l sY;t.4a:1•�::'�:' wt:Q.r �"r.'w..�:4.w:,rri..v •.t.. 'yi- i _ L 1� . . . .. . . ..... WF-9 TOM 11 .. .. .. .. .. .. .. .. .. . ll,,23 T n WF-7 TOM 1 IV-81 Y-8 TOM 1"'- :F.7 AY: a. . . . . . WF-7 IF-6 J/ WF-6 WF-6 ESE 0449M now WF-5 EHI Engznee.rs, Inc.. ' 8l;:t0iNC'iHE FLtP7RE ONaFCL'NQATION f]F EfC6CiePlCe 621 North College Road,Suite 100 Twin Falls,Idaho 83301 208/734 BBS FAX 208/734-6049 JOB NAME JOB NO. BY DATE SHEET 2! OF 4 , 1 3 I i ! r 1 i i r t a f � i I i ENGINEERS/PLANNERS/SURVEYORS i 6/13/2014 Design Maps Summary Report USGS Design Maps Summary Report User-Specified Input Report Title Canyon Park- Ross Dress for Less Fri June 13, 2014 14:43:06 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 42.5950N, 114.46087°W Site Soil Classification Site Class C - "Very Dense Soil and Soft Rock" Risk Category I/II/III 2mi II 5000m ? Z nl c 's} N O R 'T H T . li Filer«- eus T I Twin Falls Q► , ` A E R I C A Kimberly RdW, ma uest o2oia t Pq ©I►iapQaest USGS-Provided Output SS = 0.203 g SMS = 0.243 g SoS = 0.162 g S1 = 0,080 g SM1 = 0.135 g SDI = 0.090 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum 0.27 0.1 a 0.24 0.1 s 0.21 0.14 0.1s 0.12 a Q, 0.15 0.10 y � 0.12 0.02 0.09 0.05 0.06 0.04 0.03 t 0.0 0.00 0.rub 0.00 0.20 0.10 0.50 0.a0 1.00 1.20 1.40 I.GO 1.20 2.00 0.00 0.20 0.40 0.60 0.a0 1.00 1.20 1.40 1.GJ LSO 2,(u} Period, T(sec) -- t Period, T(sec) Although this information is a product of the U.S. Geological Survey, ove provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter http://ehp4-eartlxi uake.cr.usg s.g ov/desi g nrnaps/us/sumrrary.php?template=minimal&I atitude=42.595&long i tude=-114.46087&sitecl ass=2&riskcateg ory=0&edi d o... 1/2 HiV1 Engineers, Inc. . 9UILCING r-FUiURE qV AfOUNCANCN Cf'exC"<tLENCE 621 North College Road,Suite 100 Twin Falls,Idaho 83301 208/734.4888 FAX 208/734.8049 JOB NAME JOB NO, Z`' BY DATE SHEET OF �( . Jui,�•aytw'b 07 3 1 3 z3�� ..._.__ ... ... ._____.. ....._.. ... .. �— ENGINE ERS/PI-AINNERS/SURVEYORS EHM Engineers, hic. ILOING!NE FfJfURE!)N A FOUNOANON OF UCEaENCE t,W E 621 North College Road,Suite 100 Twin Falls,Idaho 83301 20B/734.4888 FAX 208/734.6049 JOB NAME JOB NO. 2,4 "1�1 BY DATE SHEET `/� OF , --._.._.._._._....._..... ._ .....---... _ ...._........_._....._..._.. . ...:...._ _......_ ........ __......�..__ ___-_ ------- -----._... { i I 71 i - I i I _._.._..._..._..._..:-.... ..._...... _ _.. I , L.. I r A i I i 1 I I I I I i I � , ENGINEERS/PLANNERS/SURVEYORS �? 0-� I" 's ... . .. . _. .. . EH1bI Engineers, Inc. � t aWL01N6 Tx@FUTURE ONAFOUNUAW"OF EXCELLENCE 621 North College Road,Suite 100 Twin Falls,Idaho 83301 208/734.4888 FAX 2 08/7 348 04 9 JOB NAAMME' JOB NO. BY DATE SHEET OF .._�1., . .. ... - ,-----_......... __._ ...._ �� 40 e,-L _ � o 9pl .. . i 1 4IL 5, , If 4 ENGINEERS/PLANNERS/SURVEYORS e&c1p31p 3 i� ' x — xair� h 'o m' 3�'• QTR'K� — n tae x^�A -e o.31 3 G V m m n q yp C b ell tvD m m L i v 4 m Mj m JC m ,x�y p 5 v u O a - •Tj�o -o u p_ v� C p>-- p n _ '�' p n>c o_ '�'j � O a n 5 O- � .9a5 i � 3 �o -oL aTN o 3 je =-� cP� s 3 '3a °.z^°"-°5 gP~ 0 3 3^ .9•0 °mm~s 3 '�^ 9m" E u u S 3 ?� 90�27��" .• 9a�ex�m�X .�ama��m < 3u ��z,n m�C�7uz.n a^3u" ��z,n ^emu°w3�zr, v a m IF mei=;' 08 am a^ 2 a G a n 3m alb 3�v dad 3.2 C � y m� x vmo 3"a Hamm Rm"�^� A BRA A o G u m m m m u a m g m m I m e E i r �vm ml o n a 4 e m"gym a8 r4 am :C° s$S� a 3� ate a� o °a8Ca 39 fan a , 3 3v 9s5 � s 3 3� 9•R° 3 3e .�s8 '~� , 3m 3a 9 Ad SiIr g 9m - °>Ja $ 99 3 73 G ^�C�s �N m m ea oe m _ u a � v oRj m •t mt a m L C me r s . �C y�,c;lx�1" �ra�l�. r�7 n''f.lt-g f,r•t^J�T�" Factored Analysis !••,� Job: 225-14 Ross Dress for Less D D Masonry l Lr 5 R w E Tribw(vert) Full H 28 ft b 12 in 15 83 20 25 27 19 ft Brg H 26 ft w 7.625.in Brig H 312 in A 91.5 02 Unfactored Pu Pu Pu Pu Pu Pu Pu Pu Parapet 2 fm 1500 psi 285 2324 0 380 475) 0 Es 29000000 psi Assume 2 In Em 1350000 psi Unfactored Mu Mu Mu Mu Mu Mu Mu Mu 48 0 0 63 79 0 22491 0 Pu Pu Pu Pu Pu Pu Pu Pu Total Load Combo#1 399 3254 - - . - - 36531b Load Combo#2 342 2789 0 190 238 0 - 3368 lb Load Combo#3 342 2789 0 608 760 0 0 - 3891 lb Load Combo 94 342 2789 0 190 238 0 0 3368 Ib Load Combo#5 342 2789 0 - 95 - - 0 3226 lb Load Combo#6 256.5 2092 - - - 0 - 2348 Ib Load Combo#7 257 2092 - - - 0 2348 lb 2248,568 53.856 Mu Mu Mu Mu Mu Mu Mu Mu Total 2275,416 Load Combo#1 67 0 - - - - - - 67 lb-ft Load Combo#2 57 0 0 32 40 0 - - 97 lb-ft Load Combo#3 57 0 0 101 127 0 1124 - 1409 Ib-ft Load Combo#4 57 0 0 32 40 0 2249 2377 Ib-ft Load Combo#5 57 0 0 - 16 - 73 lb-ft Load Combo 96 43 0 - - - - - 43 lb-ft Load Combo 97 43 0 - - - 0 43 lb-ft Pu @ Max Moment(H=12.25 ft) H-uaeo.< 15.08 ft x 12.9 ft Pu Pu Pu Pu Pu Pu Pu Pu Total Load Combo#3 342 1502 0 603 760 0 0 - 2604 lb Factored PJAs 28 psi GOOD 0.2f„, 300 psi h/t 41 "ifh/t isgreathar than 30 than Fu/Ag has 0.05f.,,, 75 psi 11bee1esatheno,05rm Pal 1102 Ib P... 1502 Ib P 26C4 I As OAS Int/12in fy 60000 psi d 4.56 in'/12in a 0.81 in'11Zn phi 0.9 Mn 4020 lb-ft phiW 3618 lb-ft fr 163 psi la 443 in4 y 3.813 in M„ 18954 lb-in n 21 tsp 7.625 in C 1.01 in I� 54.60 in' SMcrh2/(48Emlg) 0.3211 in 5(Mu-Mcr)h2/(48•Em•Icr) % 2.46 in M„ 2374 lb-ft �Mn 3618 lb-ft Un-Factored Analysis D 1 0 Masonry L Lr 5 R W E Tribw(vert) Full H 28 ft b 12 In 15 83 20 25 27 19 ft BrgH 26 ft IN 7.625 in Brg H 312 in A 91.5 in2 Unfactored 1pu 1pu 1PU 1pu 1PU 1pu 1PU 1pu I Total I Parapet 2 I'm 1500 psi Z851 23241 01 3801 4751 01 1 Assume e 2 in Es 29000000 psi Ent 1350000 psi Unfactored IMU IMU IMU IMU IMU IMU IMU Mu Total 481 01 01 631 791 01 22491 0 2.184 Pu Pu Pu Pu Pu Pu Pu Pu Total Load Combo#1 285 2324 - - - - - 2609 lb Load Combo#2 285 2324 0 380 475 0 - 3084 lb Load Combo#3 285 2324 0 380 475 0 0 3084 lb Load Combo#4 285 2324 0 380 475 0 0 3084 lb Load Combo#5 285 2324 0 - 475 - 0 3084 lb Load Combo#6 285 2324 - - - - 0 - 2609 lb Load Combo#7 285 2324 - - - - 0 2609 lb Mu Mu Mu Mu Mu Mu Mu Mu Total Load Combo#1 48 0 - - - - 48 lb-ft Load Combo#2 48 C 0 63 79 0 - 127 lb-ft Load Combo#3 48 0 0 63 79 0 2249 2439 lb-ft Load Combo#4 48 0 0 63 79 0 2249 2439 lb-ft Load Combo#5 48 0 0 - 79 - - - 127 lb-ft Load Combo#6 48 0 - - - - 48 lb-ft Load Combo#7 48 0 - - - - - 0 48 lb-ft Pu @ Max Moment(H=12.25 ft) Hcmuab— 15.08 it x= 12.923077 Pu Pu Pu Pu Pu Pu Pu Pu Total Load Combo#3 285 1251 0 380 475 0 0 2011lb Factored PjAg 22 psi G000 0.21`-m 300 psi h/t 41 ••If h/1 is grcalher than 30 then Pu/Ag has 0.051`-m 75 psi to bee I—men 0.05fm P/ 760 lb P— 1251 lb P. 2011 lb As 0.15 in2/12in fy 60000 psi d 4.56 in2/12in a 0.76 in2/12in phi 0.9 Mn 3833 lb-ft phiMn 3450 lb-ft fr 163 psi Ig 443 in4 y 3.813 in 18954 lb-in n 21 tsp 7.625 in c 0.96 in I,, 53.17 in' 5Mcrh2/(48Emlg) 0.3211308 in 5(Mu-Mcr)h2/(48'Em•lcr) 6., 2.184 In M„ 2678lb-ft � ' \ 71 ys EH�v1 Eri ineers, Inc. BUILCINO THE FUTURE Oka FOUNDAMN OF ExCELLENCE 621 North College Road,Suite 100 Twin Falls,Idaho B3301 208/734.4888 FAX 208/734-6049 JOB NAME 'as,sw— C JOB NO. 1 BY /`' I '� el DATE SHEET OF ...........__ . _....... .._....------.- ....._.._....._.-_.._._..__._ _.._._._. , i i i i 1 i i i I f , I i I � , j i I I i I i i i f i I i i I I I i i ENGINEERS/IPANN S/SURVEYORS /4 EHM Enuineers, ,Inc,. 9U)LDiNO THE FUTURE ONAFOUNPATiON OF EXCELLENCE 621 Norch College Road.Suite 100 Twin Falls.Idaho 83301 208/734.4886 FAX 208/734-6049 JOB NAME r " JOB N0. BY DATE SHEET OF r W 1-7 __._ _._ _........ �.._...-.�.... + S ow ��4 3 — '- t � 74 I I I i i i I ! f ENGINEERS/PLANNERS/SURVEYORS F,'EHM Engineers, Inc. fiSUiLpMG THE±UTUHE qN AFpUNOASION OFEXCEILENCff 621 North College Road,Suite 100 Twin Falls,Idaho 83301 206/734-4888 FAX 208/734-6049 JOB NAME _ JOB NO. 2s BY DATE SHEET OF y/py 4 sw14 5. 4. 1 7k,,vi f S�; o. #.� `• ': s "y lw' Llyo zoo .. i j I i i f ` i t i I � I i i i t ENGINEERS/PLANNERS/SURVEYORS ',jKHM Engineers, .I.n.c. UULLANG ME FUTURE ONXF01MOATION OF EXCFLUENCE 621 North College Road,Suite 100 Twin Falls,Idaho 83301 208/734-4888 FAX 208/734-6049 JOB NAME JOB No. 22 BY DATE SHEET OF ............ -Y"A ................ m A 1 .... 05 A .....I f 1........................ ------ # 9 4 j N'A t7 NIAZ �9(3�9 v—iz I's V'c� id" *I- 7V7" it�+ 4 --------------- --------- ...... 1.)o 4 6 f)4 ........------- .......... ENGINEERS/PLANNERS/SURVEYORS /'s_ I -� i� fr EHhI Engineers, Inc. $. i1:LLDu`lG YRE FlIIURE CRAFCUNDATION09 EXCELL-Me 621 North Collage Road,Suite 100 Twin Falls,Idaho 83301 208/734-4888 FAX 208/734-6049 JOB NAME ,� =�r .r r �F JOB NO. BY DATE SHEET OF r i i i i I i i i j ENGINEERS/PLANNERS/SURVEYORS /�- a 3 y Mz(K-ft) Vy(K) Dy(in) r c _ _ b b b b b b b b o y o+ + + O, b - N qftde!OW O N o i o ! W o a W 3 i I i � I i { mH m E G i l ! I i ii i I i Npde:112 + N j 3 a m m m m m C/)K r- > K C/) K MO :3 E (D CD CD x a) 3 (D W(D c CD3 CD cn CD �0. CD 0 n 0 0 0 0� 3 Er CD - CD 0 z a CD CD CV 0 CD (D (D a;- (n (D CD -1 — a- 05 co co co a'-) ;7\ CD CD 0) CL (D �3 ;u WI W 0) 0 m -=3 -n-2: CD W (D (D 33 3 3 3, 57 a) 0 , 0 M 0 0 5 C5 'm ED 3 CMD 0' M= -- - -- m 0 2 E 2 a E CD 5 (Q =-as Z cn 3 (n o i. 0 ,, 0 - o M (n> (D 0 < --,- , cD -o Z 3 C2- 0 (D 0 ma (D -4- UrCD-n CD m CD p 5 p D. 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BY DATE SHEET OF cam` ILL 2„ I ; �gJ z 0 4F '1p1� f, e,;ZP14 .w J " 14 i I ENGINEERS/PLANNER$/SSU YOBS 2-f 0 N d' LFY=2.553K 0 !r c 1 M FY=16.63 K LO M— fM t!7 co 00 Y N V O y N E N NFY=16.10K G I i lrf 1 %O M ;(O FY=25.28 K d Z o � o s o Y� o N C1M C� y C O O Ul E N m p O T au) E c (v _ Oc FY=9.844K C 6 y N Q p 7 w w,ri V W.N N�N 02 = 0 a�w _II � Z a i �f � Of t O N n O i0 N , I h O ~4 I k N I i - E - N m m A. m I I U} O 0 & W y m i n I I ; 4 to E m ( ( co o u m t o o m ! E W y •N v m E II o 0 0 0 o a o '? o n o 0 0 0 o a m 0 o 0 9 R 9 9 4 n a R 4 333 (U I)�Q (N)AA (3YN)zW > 3 2. 3 &f _ Member:Entrance Beam Ross Entrance Beam Kahler Nield Load Case:D EHM Engineers,Inc. Jun 26,2014;11:27 AM 0.02 .00 0.00 -0.oz -0.02 -0.04 T -0.06 .0.08 -0.10 0.7 j 9.38 10 7.23 I 5 � j Y +2.56 T 3 i r -7.21 S -10 -- -14.4 -13 3.4 V.3 30 20 - 12.0 10 2.91 7-11 4F 0 ( 1 Y N .10 — ._ .Y 13.8 S.6 -20 -30 ai $ .--36.5 = -40 0 5 10 15 20 25 30 35 40 45 Distance From Start(ft) VisualAnalysis 11.00.0008 www.iesweb.com z.yo4 '�s Project: Ross Entrance Beam Kahler Nield, EHM Engineers, Inc. June 25, 2014 C:\Users\Kahler\Documents\ tit 4e lr Beam Deflections Member Result Case Name Offset Length D Member D Total ft ft in in Entrance Beam D 0.000 45.420 0.000 -0.000 Entrance Beam D 11.355 45.420 -0,068 -0.068 Entrance Beam, .r :� r : 22710 45.420 „ 0.005, :; 0.005 Entrance`Beam` D '" " 34.065 45.420 -0.020 -0.020 Entrance Beam D 45.420 45.420 0.000 -0.000 lai steel Beam Report: Entrance Beam :.r. ;• E;:4t 1f'...;x;.a}.p.t .�.i.;fat '�.. a{ 7AA , ..;'•., ;,i.°�i •l,3•�31aJ:1 Member Details Member Properties , Connections -, w Length'. , , 45.420 ft Start ,t ;, , . ._.'-.. End Shape W16x31 Node A E Material ASTM A992 Grade 50 Location (0,0 ft) (45.42,0 ft) Weight , 14131� ,.,.Su ort Pinned -a 1'.W Pinned `Framing Beta 0 de �. t,tai trL�e 3ti:S:i r ea" i t i Vs:! AJ.1 as, O Bat tf, , al Aii Analysis Results (First Order) Load Combinations:,ASCE 7-10 LRFD ;, , •` ° ` Extreme Deflections all'cases Extreme Forces Axial 0.000 K -NA- Total Dy -0.107 in D My 0.000 K-ft -NA- Total Dz 0.000 in -NA- Mz` -35.534 K-ft . 3 i Eaa 3' D: .;Beam Dy ,i. ^ ',0,.107 in,..,w,t D Vy -14.424 K D Beam Dz 0.000 in -NA- Vz 0.000 K -NA- Torsion 0.000 K-ft NA- .1 u s EJ,i lait Vi'.i� .§ s',w�• 9af.�t , > Steel Design perAISC,LRFD 2010 » Not checked. AJA ';. i, 9 aE a�.. at f Member End Reactions Member Result Case Name Offset Fx Vy Mz ft K K K-ft Entrance Beam D 0.000 0.000 9.875 0.000 Entrance Beam D 45.420 0.000 -2.561 0.000 :}"t, IYi {s. 9+,w,p .a,s a•i1dali Ya, ,•il ilsa ;,a w;,•t., j i0. 4-. ..,.1<, Member Extreme Results Member Fx Ic V Ic Mz Ic K K K-ft Entrance Beam 0,000(1) -14.424 1 -35.534 1 Entrance Beam 0.000 1 10.740( 1) 31.352 1 MerY be`r Internal Forces Page 1 VisualAnalysis 11 00.0008,(www.iesweb.com) Project: Ross Entrance Beam Kahler Nield, EHM Engineers, Inc. June 25, 2014 C:1Users\Kahler\Documentsl Member Result Case Name Offset Fx Vy Mz ft K K K-ft Entrance Beam D 0.000 0.000 9.875 0.000 Entrance Beam.. ,, ,:>,� D 11.355 0.000,; ., , .7:761 11.988 Entrance'Beam" D r ti. =" ` ` 22.710 "> :,0.000"' 0.012 2.913 Entrance Beam D 34.065 0.000 -1.429 11.316 Entrance Beam D / 45.420 0.000 -2.561 0.000 #...:. 1 * :� I'-id wJ >35:_t'F Member Internal Stresses y Member Result Case Name Offset fa fb +z fb -z fbz + fbz - ft Ksi Ksi Ksi Ksi Ksi Entrance Beam D 0.000 0.000 0.000 -0.000 -0.000 0.000 Entrance Beam D 11.355 0.000 0.000 -0.000 -3.048 3.048 Entrance Beam D 22.710 0.000 0.000 -0.000 -0.741 0.741 Entrance Beami 'g`"'D'`''' e°;<2-#34 065 '0'000 0.000 -0.000 s '-'=2.877 2.877 Entrance Beam D 45.420 0.000 0,000 -0.000 -0.000 0.000 Member.: Local.,Dis lacements n ix,a � :�;. ,w= :.T.fi,,, 5 a ,:p#>:._-_ Member Result Case Name Offset Dx D ft in in Entrance Beam,, ,_.. :.�,,;� D f_,.;:.}�„� 0,000. ", .�r,��,0.000 -0.000 Entrance'Beam D `11.355 0,000 -0.068 Entrance Beam D 22.710 0.000 0.005 Entrance Beam D 34.065 0.000 -0.020 Entrance.,Beam,i 0 45420,, V" -,:D.000 -0.000 Member Uniform Loads Load Case Member Direction Offset End Offset Force Moment ft ft K/ft ft-Klft D Entrance Beam Force Y 0.000 45.420 -1.524 -NA- Model-Summary ;,� � �,sis # , >e Structure Type: Plane Frame 5 Nodes,and 14 Degrees of Freedom 1 Member Elements. =aa'� �.: y.{i ls�ti '; l i1,1 i >, The model is linear. The model will have 5 unique mode shapes. The size of the model is: 45.42.ft;,irrthe=,Xdirection' ;� .;,..,',tht F�.Ys.a,t , s':s ;w e a: �'Jll 0 ft,in the Y direction Nodal Reactions, Node Result Case Name FX FY MZ K K K-ft A D 0.000 9.875 -NA- 0.000' 25.359 -NA- C D 0.000 16.154 -NA- ID D 0.000 16.684 -NA- E 0.000 2.561 -NA- 'a; Page 2 VisualAnalysis 11 00.000.8(www.iesweb.com) EHM Engineers, Inc. 9VILOING THE%UTUFE OY A FOUNDATION OF EXCELLENCE �g 621 North College Road.Suite 100 Twin Falls.Idaho 83301 208/7344886 FAX 208/734.6049 JOB NAME r �A "° � ,,� JOB NO BY DATE SHEET OF f _ +1 1 44 jrV! 0 f _ E l { ENGINEERS/PLANNERS/SURVEYORS _ N Mz(K-ft) Vy(K) Dy(in) r- 0 yO O N N W W > O O O N N y' D O Q A � A fD C LA. I of C i o I I ! n 0 I i a) 00 o a I a t I � I I II 4 G � I I j G Ili m { = drn x. if ! � I m I I � 1 N N O ;9.A N e:E 002 o A i c o Z � a Reinforced Bearing Wall Design Walls I[am Value Unit Factor North South I East West Roof Live Load 20 psf 1.2 24 Stem Wall 2.67 2.67 2.67 2.67 fm i5C0 psi Roof Dead Load 15 psf 1.6 24 Wall Hei h[ 26 26 26 26 Fm 1360000 psi Snow Load 25 psf 1.2 72 Parses 2 2 2 2 fV 50000 psi 3"CMU wall weightig...led 2'OC) 60 psf 1.2 108 Total 39.667 30.67 30.7 30.67 F, 29000N( vsi 8"CMU wall(fully grcluted) 90 psf 1.2 12 Weight of Glass doors and store front 30 psf Load Eccentricity 8"CMU Assumed Girder Weight 10 pit e- - 2 in L 15.625 in Wind Zone 115 mph Risk Category It W 7.625 in Wind Exposure C H 7.625 in Wind Load 23.3 Ib Soil Site Class - Seismic 5I Seismic Ss Loading on East/West Wad From Joist Girders Grid Line 6 Loading South Wall Between Grid F&G Grid Line F Trib.Width 35.01 It Be,Joist Trib,Width 5.00 it Length of Girder 40 it Length of Joist 33.0 ROOF LOAD Load ort Wall ROOF IOAD Pas 22606 Ib pq 11303 Ib Po, 3230.0 Ib Por Load on Wall Pµ 28008 Ib Pµ 14004 Ib Pu 3800.0 It, Pµ 1615 Ib p- 35010 Ib P.- 17505 Ib Praa,,. 4750.0 Ib P„p„ 1900 Ib 237S Ib WALL LOAD WALL LOAD P., 2760.03 Ib/h @ wall mid height Pot 2760.03 Ib/h @ wall mid height Wind Load Wind Load P.- 714.541111, p- 714.5411 lb Load Comb.#1 15824 Ib Load Comb.#1 4316 Ib Load Comb.#2 22316 Ib Load Comb.92 3937 Ib Load Comb.#3 44894 Ib Load Comb.43 4460 Ib Load Comb.#4 22316 Ib Load Comb.#4 3937 Ib Load Comb.#S 17065 Its Load Comb.#5 3795 Ib Load Comb.q6 10173 Ib Load Comb.#6 2775 Ib load Comb.#7 10173 Ib Load Comb.97 2775 Ib M. 44384 Ib Max 4460 Ib 41 0.9 Q' 0.9 Pu 44884 Ib per Girder Joist 67949 Pu 4460 ib per LF Pu 59845 Ib Per 16 in Pu 5946 Ib per 16 in Mu 7913 Ib-ft per LF Mu 2160 Ib-h per LF Mu Mu Bending Moment 3152 Bending Moment As req'd 0.512 in°/ft As req'd 0.140 in'/h #6 @ 3" 0.66 inr/h 95 @ 16" 0.2325 in'/h Compression Compressitlo I 5333.3 in I S772 Ina A 244.0 in' A 119.1 In' 4.68 in 2.20 in h/r 51.3 h/r 141.7 s99 Olin 84944 Ib per 12in ¢Pn 19829 Ib per 12in >99 ¢Pn 113258 Ib per 16 in mPn 25105 Ib per 16 in Column Design Edge Column Design Footing Design East and Footing Design Ostend West Footing Design South Wall West Wall Wait @Columns width 2 h width 4.5 Is width 4 h depth 1 itAtrib 1530,797 5F Atdb 765 SF depth 1 IT depth 1.33 h Stem Wall 2 it Load 58 psf Load 58 psf Stem Wall H 2 h Stem Wall H 2.94 h Stem Width 10 in P. 88.78622 kip P. 44.37 kip 30600 Stem Width 8 in Stem Width 16 in Load 4910 Ib HS56#681/2 HSS S%5%1/2 Load 3612.036 Ib Load 49101 Ib e 0 it On 112 kip ¢pn 60.6 kip a 1.792 It e 3,4 h Sail Pt 2455 psf Soil pr 2720.2 psf Soil PF 1973 psf Soil p- 2455 psf 40 Soil P. -1114.83 psf Sod P- •761 psf Slope 0 61,23188 Slope 604.4934 Slope 303.7934 Heal V.I.@ 3.5"s8" '454.818 pit Heel Vat.@ 1.5"+8" 2241.626 pit V.I.@ 1.5't8" 1125.162.pit Triangle 2454.818 pit Triangle 2720.2 pit Triangle 1973.3 pit M. 564.2879 86.37873 Mu 7018.8 Mu 14622.0 As req'd 0.014 in2 As req'd 0.089 in2 As req'd 0.31 in2 Us 94 @ 18"0C Use 44 @ 18"OC Use as @ 12"OC ldh 0,536768 in Idh 7.67 in Idh 9.59 In Usti 6 in 12db 6 in 12db 7.5 in Finding e Wall 29808 Footing Design South Wall Column 44370 Ib width 2 It Footing 19440 depth 1 itit93618 Ib Stem Wall 2 It a 1.12 Stem Width 10 in Load 5739 Ib e 0 it Soil Pr 1870 psf Soil P- 2870 psf Slope 0 Val.@ 1.5"t8" 2869.629 pit Triangle 2869.529 pit Mu 725.7953 109.4238 As req'd 0.01M1 in2 Us #4 @ is"OC 0.51676 in 12 6 32db 6 in Job: 225-14 Bld A Ross Interior Footings BY Kahler Nield qe: 2800 psf Areq'd: 21.87 SF L&/or W: 4.68 ft. L W A h deff f'c Col. Base (ft) (ft) (SF) (in) (in) (psi) Plate (in) 8 8 64 16 12.6 3000 12 qu 1,387 psf bo 98.5 in Two Way Punching Shear Vu2 82,944 Ibs d2 5.12 in Good d3 2.88 in Good One Way P unching Shear Vu1 27,168 lb d1 3.44 in Good Mu 67976.78lb-ft 2.44792 Mu/(phibd: 59.2 psi 3.5 200/fy 0.003333 3(f'c)/fy 0.002739 Temp&Shr 0.0018 Asreq'd 4.04 in2 No of Bars 8 Bar Size 0.505 1n2 USE 0.44 in2 Size #6 Spacing 11.25 in Use No. 6 @ 121n in both directions As Actual 3.5 Job: 225-14 Bid A Ross Corner Footings BY Kahler Nield qe: 2850 psf Areq'd: 8.44 SF L&/or W: 2.90 ft. L W A h deff f'c Col. Base (ft) (ft) (SF) (in) (in) (psi) Plate (in) 5 5 25 12 8.69 3000 12 qu 1,394 psf bo 82.75 in Two Way Punching Shear Vu2 30,714 Ibs d2 2.26 in Good d3 1.46 in Good One Way P unching Shear Vul 8,896 Ib d1 1.80 in Good Mu 13943 lb-ft 1.27604 Mu/(phibd: 41.1 psi 2 200/fy 0.003333 3(f'c)/fy 0,002739 Temp&Shr 0.0018 Asreq'd 1.74 in2 No of Bars 5 Bar Size 0.3475 in2 USE 0.31 in2 Size #5 Spacing 10.8 in Use No. 6 @ 12in in both directions As Actual 1.6 Job: 225-14 Bld A Ross Interior Footings BY Kahler Nield qe: 2875 psf Areq'd: 5.93 SF L&/or W: 2.44 ft. L W A h deff f'c Col. Base (ft) (ft) (SF) (in) (in) (psi) Plate (in) 4.5 4.5 20.3 10 6.69 3000 10 qu 1,161 psf bo 66.75 in Two Way Punching Shear Vu2 21,263 Ibs d2 1.94 in Good d3 1.29 in Good One Way P unching Shear Vu1 6,666 lb d1 1.50 in Good Mu 8779 lb-ft 1.27604 Mu/(phibd: 48.5 psi 1.83333 200/fy 0.003333 3(f'c)/fy 0.002739 Temp&Shr 0.0018 Asreq'd 1.20 in2 No of Bars 4 Bar Size 0.300938 in2 USE 0.31 in2 Size #5 Spacing 12 in Use No. 6 @ 12in in both directions As Actual 1.2 gip,° EH�bI Enineers, Inc. BUII,CRH7 rXE FUTURE UN FOUNORf1UN OF EXCELLENCE 621 North College Road,Suits 100 Twin Falls,Idaho 83301 206/7344888 FAX 208/7346049 JOB NAME JOB NO, 15W, BY DATE SHEET OF s r✓ y. ,o-+: , mt,, 7��i Py +�y1 .....d.. tda .... __ ._ ra se..t e. ry' �! 'i� � .,_,. . I , i i f I I ENGINEERS/PLANNERS/S RVEYORS pe P 4i�a Engineers, Inc. rURE ON xFOUNDATION IF EXCELUENCE 621 North College Road,Suite 100 Twin Falls,Idaho$3301 208/734-48$$ FAX 2U$j 734-6049 JOB NAME JOB NO. BY DATE SHEET OF ,i � /�p�r,��+9�1�fn:�,,✓ {.,� 1�`, �'� � ���.��,�� '.""' � fig . ffuL°"Lti ��/,3°�'���K3J�".��°,. �� '�a�-�' f F I i I i I i } f f i i 1 i . i 1 I I 1 1; I f ' ENGINEERS/PLANNERS/SURVEYORS Job: 225-14 Bld A Ross Interior Footings BY Kahler Nield qe: 2800 psf Areq'd: 21.87 SF L&/or W: 4.68 ft. L W A h deff f'c Col. Base ( ) SF m m (psi) ft( ) ( ) ( ) ( ) ) Plate ft si (in) 8 8 64 16 12.6 3000 12 qu 1,387 psf ;a bo 98.5 in \ i°w iv�.�`*";, r Two Way Punching Shear Vu2 82,944 Ibs d2 5.12 in Good d3 2.88 in Good One Way P unching Shear Vu1 27,168 lb dl 3.44 in Good Mu 67976.78lb-ft 2.44792 Mu/(phibd: 59.2 psi 3.5 200/fy 0.003333 3(f'c)/fy 0.002739 Temp&Shr 0.0018 Asreq'd 4.04 in2 No of Bars 6 Bar Size 0.673333 in2 USE 0.44 in2 Size #6 Spacing 15 in Use No. 6 @ 12in in both directions As Actual 2.6 4`, F HM Eii�j leer's, inc. .R &JlLDI^lGlrlp FJllJ.F.ONR�GUP70RfION OF k%(;EL�:l4'E 621 North Colleue Road,Suite 100 Twin Fails,Idaho 83301 208/734 4888 FAX 208/734-60n9 JOB NAME JOB NO. BY DATE SHEET OF I i t i # ... ............._ .. . ENGINEERS/PLANNERS/ URVEYORS ` EfiNt Engineers, Inc. i:plf,CIPIQ fHE FJ[URk(7NA TjUNpArICN OF E'tCfil?ErlCL- fi21 North College Road,Suite 100 Twin Falls,Idaho 83001 208/734 4888 FAX 20B/734-6049 JOB NAME JOB NO. BY �^ DATE SHEET OF ty ............_-_-- I G " t s • n S o 0 lJd l 0Y I � i ENGINEERS/PLANNERS/PURVEY RS ` EHt,1 Engineers, Inc. :3vWINC THE FUTURE ON A F OUNCATICN OF EXCELLENCE 621 North College'Road,Suite 100 Twin Falls,Idaho 83301 208/734-4888 FAX 208/734-6049 JOB NAME JOB NO. BY DATE SHEET OF , d ^ " sYTd'y6" ; ; i f i i i { I � I t i i I _ i 1 I I � { • 1 i �1 ENGINEERS/PLANNERS/SURVEYORS e, 3,e s, Ixic. EHM Engineer HURDUi¢itlf:FUTURE O^lAfOUt39ATf4N QS'6XCE1,lE�CE To:Jon Victor From: Gerald Martens Date: 11/6/2014 RE:Building Perniit Application#14-2246 Ross Stores,Inc, Attached is a copy of the structural calculations for Ross Stores,Inc as requested,These calculations include RTU calculations and clarification for columns and footing details, In addition,the previously submitted calculations are included with redlincs to identify changes and where to look for the updated calculations.Please include these calculations with the previously submitted calculations as an addendum. ` Ov I 621 North College Rd.,Suite 100 •Twin Falls,Idaho 83301 •(2081734-4888 •Fax(2081734-6049 3 501 W.Elder St,,Suite 100*Boise,Idaho 83705 •[208)386-9170 *Fax[208]386-9076 IN'I HE F IFLOS OF PLANNING.SURVEYING.HIGHWAYS.WATER. SPAAGE.STRUCTUPAL.SUBDIVISIONS.BRIDGES. F.,NVIRON`IENTAL. QUALITY 00kffROL. CONSTRUCTION NKYOT Job: I25-14 Bid ARoss Interior Footings(Detail 7on8-1.1) BY Kah|er N|e}d qe: 2800 psf Areq\d: 21.87SF LWorVV: 4.68 ft. qu 1,387 pst 6o gO.5 \n Two Way Punching Shear Vu2 82,944 ibs d3 5.12 in ^Good d3 I.88 in 'Good � One Way 9unch|nQShear Vul 27,168 |b d1 3.44 in Good Mu 6797678 }b'ft 2,4479I k0u//ph|bd; 592 psi 3.6 200/fy U.003393 3(f`c)/fy 0.002739 Temp&Shr 0.0018 Aoeq`d 4.04 in2 NoofBars 8 Bar Size 0.505 \o2 USE 8.44 in1 Size #G Spacing 11.25 in Use No.6@ 22inin both directions As Actual 15 Job: 225-14 Bld A Ross Corner Footings @ Grid 3&B Detail 9 on S-1.1 BY Kahler Nieid qe: 2850 psf Areq'd: 8.44 SF L&/or W: 2.90 ft. L W A h deff f''c Col. Base (ft) (ft) (SF) (in) (in) (psi) Plate (in) 5 5 25 12 8.69 3000 12 qu 1,394 psf bo 82.75 in Two Way Punching Shear Vu2 30,714 lbs d2 2.26 in Good d3 1.46 in Good One Way P unching Shear Vu1 8,896 lb d1 1.80 in Good' Mu 13943 lb-ft 1.27604 Mu/(phibd2 41.1 psi 2 200/fy 0,003333 3(f'c)/fy 0.002739 Temp&Shr 0.0018 Asreq`d 1.74 in2 No of Bars 5 Bar Size 0.3475 in2 USE 0.31 in2 Size #5 Spacing 10.8 in Use No. 5 @ gin in both directions As Actual 1.6 Job: 225-14 Bid A (toss Front Footings(Grid 7 Detail 13 & 14 on S-1.1) BY Kahler Nield qe: 2875 psf Areq'd: 5.93 SF L&/or W: 2.44 ft. L W A h deff f'c Col. Base (ft) (ft) (SF) (in) (in) (psi) elate (in) 4.5 4.5 20.3 10 6.69 3000 10 qu 1,248 psf bo 66.75 in Two Way Punching Shear Vu2 22,866 lbs .. ... ..... . ... d2 2.08 in Good d3 1.39 in Good One Way P unching Shear Vu1 7,169 lb d2 1,62 in Good Mu 9441 lb-ft 1.27604 Mu/(phibdi 52.1 psi 1.83333 200/fy 0.003333 3(f'c)/fy 0.002739 Temp&Shr 0.0018 Asreq'd 1.20 in2 No of Bars 4 Bar Size 0.300938 in2 USE 0.31 in2 Size #5 Spacing 12 in Use No. 5 @ 12in in both directions As Actual 1.2 S � x w o _ _ = w N= ° m um m o v qm sa vi 2Mvo a" kw tiv1 Sams 3emo8mm< 3uAot2 3ao .m 1m"Q >Nm N y g x$«• v'8" ^rub �`" ^m �� vow ����:i W at o0 04 G+ _ fl •c.:- oIl85 99 y� x G 7i.yd5 99a a_ x� Deno o9 O,�oN J< v- �aw n m b a � a a G G � 2m^'cm 'oq 'gmmY xNppco�' ,b W c0 aE V ^ ;4 G n cQa 4.a 6 43 n- qc n8po3.a oa a c 2 E omyn; O sN v om o° .�v'S m <� m 9um�r0°m 3om^e°P?!' �= n'e �3�ai2°�mWa W M eq V q - yv m c It � E omNm o: 7„ kaE 99mov� o,. gy, ^�� 99mn°! g" �v", 'n•_ 99 05 gN mf: $$'!elm on ��0 3°i:•tH �"' c� �~S S"'°+m+ R= 5n �wb 8°1%� ad �•�� F ; r a Sc 9.w a g 3 3., ,-cu o� g 3 b 's� sO 3 '�'� i3 5 3 E xg x 9 noesn.°ZR v ^v �p4m smom sAmow s n e v v F F F $ v u nm Oa �i . Ompn O" B R jE 1; 3' as 8 3 �" •• e _ a s ,a; Roinlorted Dearing Wall Design Woos Al.. vl:- unA Parlor - North So_W_d_ I East Wass Root Live to. 20 Pst 1.2 24 Stam W411 2.07 2.07 2.67 2,67i fm 1500 psi .Root Daad Load IS Psi 1.6 24 WsR Nei ht 26 26 m 26 -26 Em 1350WO oil Snow Load 25 psi L2 72 Parpei 2 2 2 2, EAxA osi a"CtAU._11-1ghggra-,2'OC) 60 psl L2 log iota! 30.607 30.4] 3U.7 30.47 Es 29:%XXX>0 psi W CMU wall lfany grouted) 90 psl 3.2 12 W4ight of Glass doors and slam front in .psi Load 9-otrfdty 8"CMU Assumed Girda,Wal6Ai 8:9 pif e= 2 in w Wind Zone 115 mph Risk Category it W 7625 in Wind Exposu14 C H 7.625 in Wind Load 73.3 lb 5.11 sit.Class SelsmEt53 - Seismit'as Loading on East/West Wall From IWO Girdar Grid Una 6 Loading SOWN Wall s aiwaenGtid m (Arid Line FTrib.Width 35,O1ft Oar Joist T6b.Width .5.0011 Langthaf Girder 40 It Length of joist 38.0 ROOFLOAD load-Wall 8O0FIDA0 Pa 226oe lb Ptt 11mi to Pp 3188.2 Ib PO Lead on Well P. 28008 lb P. LIDA lb P#1 3800.0 lb Po. 1594 Lb 39010 17505 lb po... 4750,0 lb Px.+." L9Cq lb 2375 10 WALL LOAD WALL LOAD Pcx 2760.0311b/It@wa11midhtlght P. 1700.031bilt9woil mid height Wind Load Wind Load P„sa 714.5411 lA P... 714,5411 ib Load Comb.al 15824 lb Load Comb.41 4310 Ib Load Comb,R2 22316 Ib Load Curb.42 e932 lb load Comb.p5 448114 !b Load Comb.03 4455 lb Load Corot,94 22316 ib Load Comb.a4 3932 lb Load Comb,45 17065-IC Load Camb,A5 3790 All Load Comb,95 10173 lb Load Comb.a6 2771 lb Lead Comb.d7 20173 Ib Load Comb.07 2771 lb Max 44984 Its Moa 4455 Ib d 0.9 m 0,9 FP 44884 Lbpan GhdeslaEst 67949 P. 4455 Tb per LF Pd 59845 Ib per 161n Pe 5939 As Par i6 In Mu 79L31b-ftpar LF Mu 2159 lb-ft per LF Mu Mu 3147 Compression Comprasslon 1 533313 in f 577.2 In' A 244.0 in A 119.1 Ins r 4.63 in t 2.20 1. h/r 52.3 b/r 141.7 e99 :ion 44%4 Ib per 12in 'bp. L88291bpar 12m x99 vo 113258 Lbper 16M dpn 25105 fbper361n £totitrit Footing JGrld Footing Callan East and West Footing Design South Well Column DOsl n Edge Column Design (Grid 2) .��__...,._..........1�..�...- _ A&G) Wall LQ Columns(GridA&GJ width 2 ft width 4.5(t width 9 It depth 1 It Atr;b ISM797 SF Atrib 765 SF depth 1 It dZit 1.35/t St4m Wag 2 ft Load 58 psi load 53 psi Start Wall H 1.5 It St-Wall 11 2."it Stem Width SO in PV 98,78622 Yip Pa 44.37 lip 30600 Stam Width gin St-Width 161n Load 4905 lb HSS BUMP HSS 7%4%LJ2 Lead '3562.03616 Load 49101 lb a 0it y'on 112 kip bPn 51.8 Sip a 1.792 it a m It Snit Pa MS2 pif Son Pr 2622.5 psi Sol Pr 1973 psi Sall P- 1452 psf 4D Soil P- -1%2.59 psi Soil P. -761 psi Sb 0 Ra 61.25188 Slope $96,1258 Slop. 303.7934 Hoe: Val,.p 1.5"s8v 2452.31 If Naei Vat Cd 1.5"+e'2210594 plf V.I.@'1.5'+3" 3125.162 pif Tiiangte 2452.31 pit Triangle 2632.5 Of Triangle 197KI pit Mu 563,3114 95.23344 Mu 6905.0 Mu 14622.0 As mq'd (014 in2 As"it'd 0.089 Ent Aaregd 0.31 in2 Us a4 p 18'0C v" 04@s Is-OC Use a5 a_*17"0C I'll, 0.536763 in All. 7.671. Adis 9.59 En 126b 6 in 12db 6 In 12db 7.5 In Finding a Wall 29808 Colunm 44370 fb +"Dating 19440 R 93618 lb xAM - t 7d�x7 EHM Engineers, Itic,. "��-..UiUiiE+NihF'GUN[)A7SJN dF't"%t f.4RWMCk. 621 North College Road,Suite 100 Twin Fells.Idaho 63301 208/734-4888 MX'208/734-5049 Jae NAME � JOB NO. -F BY '" e � DATE "' SHEET _____..... OF cw�n i r lk M r ENGINEERS/PLANNERS j SURVEYORS gUtL'sli'c TNExt71'UtiE:CtIA£LviNi):.St�HfFFrC'rl;.EnCE 621 North College Road.Suite'100 Twin Falls,Idaho 83301 208/734.4868 FAX 208/734-6049 JOB NAME .......�,_ rf� �_ �;�� ��m�Y�� � JOB NO. BY �" DATE SHEET OF `-ZJ f� ' t 4�'R3•�t.�",'�a` �M j� ! �e'C'�' rdi �a - ✓ � f a.�'��� a,,y�k,� 4xx ,�,C,.�Y �,� �.p1.A ,r 1 ENGINEERS/PLANNERS/SURVEYORS EHM Err eer•s, Inc. E4VILC}INR 7Yff Ff1TURE UN n p2klkq�:tqN ap EXCELLEKU. 621 North College Road,Suite 100 Twin Falls,Ideho 83301 P08/734-4808 FAX 20B/734 6049 JOB NAME ��N:`- ice.-P .,,- K" JOB NO, < BYI CRATE _ SHEET QE " «e u+ 1 t ri t^w"w" 'I. C?' ..$�.y^' Ct*7�•r.^�' :..M i " A:>i.'i ,... M-• .HH �i' -'r NY a- t ,fr }'p Ilewyj }{�`� z �« 4 _ � .. _. F711 ENGINEERS/PLANNERS/SURVEYORS NI El 9UILDM.�7H�fU f SRC Gti�l F�UCt(lfi'IChY U7 E7El'E!.I.[IiS;E G21 North Gollege Road.Suite 100 I'vrin Falls,Idaho SM)1 208/734-4BBB FAX 208/734-60:'I � � 3 JOB NAME 1 "✓. >m.�. .. ,,., — JOB NO. BY _ _ DATE SHEET __-- _-- OF ---- 'e,,. 4p t..?, P F. C ..a' d`z vy,w s•.rs"•,ww:' l % '�f -" .. .. .. W .. < . . ..... . ... .._ _.... S t✓�'.,•m°•t���d �<. ���5'a f��4xe�> ✓S.�`mm�f's �i .. � ....... � f, F F a",.� k '�;.,.q..�..$'f• ENGINEERS f PLANNERS/SURWYORS � E -III 1?n -ineers, Inc. tl[IFYi iHt•t1 IUr�»'UNAt(,ytut,k7q)ti Qr'KR(kl rT;t: 621 North College Road,Suite 100 Twin Falls,Idaho 83301 20B/734.4886 FAX 208/734-6048 JOB NAME _ N�,..�z " I JOB NO. BY _ DATE SHEET QF ... . .........._....._... .............. . . . z d 40, IT 41 r l ENGINEERS/PLANNERS/SURVEYORS `11 1 I: Iiit1 En iileers, hic, �uit.GiN(i.THk l�UTUR�:GNA HGLiNt}nriOFF 4f ixCF.L4.WNCF 621 North Cullage Road,Suite 100 Twin Falls,Idaho 8:3SO1 208/734 4888 F,AX 20E3,:734.6049 JOB NAME �, f.....C3. JOB NO. - BY _ DATE SHEET r.. . etc CY . ........ ....._...... .. ......_................ ..... m.. « i 8:.� 4``"`° 'd� ."�., t 'y/'yg,,f/, f f � i u..« f P;✓'1 rw P� '""_..:. � �.+'ff.(f C€wF„"S°� Z� 4 i ENGINEERS/PLANNERS/SURVEYORS I Generated by COMcheck-Web Software Envelope Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title : Construction Site: Owner/Agent: Designer/Contractor: 19452 Blue Lakes Blvd Riley Jarrett Twin Falls, Idaho 83301 Woodbury Corporation 2733 E Parleys Way Suite 300 Salt Lake City, Utah 84109 801-485-7770 R_JARRETT@WOODBURYCORP.COM Section 2: General Information Building Location(for weather data): Twin Falls,Idaho Climate Zone: 5b Building Space Conditioning Type(s): Nonresidential Vertical Glazing/Wall Area Pct.: 4% Activity Type(s) Floor Area Single Level Retail(Retail) 25000 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factorial Perimeter Floor:Unheated Slab-On-Grade, Horizontal with vertical 3 ft. 662 -- 10.0 --- Ext.Wall(West):Concrete Block,8in.,Solid Grouted,Light Density, 3360 13.0 0.0 0.132 0.090 Furring:Metal Ext.Wall(North West):Concrete Block,8in.,Solid Grouted,Light 576 13.0 0.0 0.132 0.090 Density, Furring:Metal Door 5:Uninsulated Double-Layer Metal,Swinging 21 --- 1.200 0.700 Ext.Wall(West North):Concrete Block,8in.,Solid Grouted,Light 576 13.0 0.0 0.132 0.090 Density,Furring:Metal Ext.Wall(North Trash):Concrete Block,8in.,Solid Grouted,Light 576 13.0 0.0 0.132 0.090 Density,Furring: Metal Door 4: Uninsulated Double-Layer Metal,Swinging 21 --- --- 1.200 0.700 Door 17:Uninsulated Double-Layer Metal, Swinging 12 --- --- 1.200 0.700 Ext.Wall(West North):Concrete Block,81n.,Solid Grouted,Light 300 13.0 0.0 0.132 0.090 Density,Furring: Metal Ext.Wall(Most Northern):Concrete Block,8in.,Solid Grouted,Light 528 13.0 0.0 0.132 0.090 Density,Furring: Metal Ext.Wall(Dock):Concrete Block,8in.,Solid Grouted,Light Density, 300 13.0 0.0 0.132 0.090 Furring: Metal Door(Dock#16):Insulated Metal,Non-Swinging 72 --- --- 0.650 0.500 Ext.Wall(North along dock):Concrete Block,8in., Solid 1872 13.0 0.0 0.132 0.090 Grouted,Light Density, Furring:Metal Project Title: ..�.....,�.�,m..�..w..��.,�......,..-. � �m�•._...�.._.._,�..._,..m.._...,.__,...�,.�.._....„ Report date: 10/20l14 Data filename: Page 1 of 2 Ext.Wall(East):Concrete Block,8in.,Solid Grouted,Light Density, 3912 13.0 0.0 0.132 0.090 Furring:Metal Ext.Wall(South):Concrete Block,8in.,Solid Grouted,Light Density 3720 13.0 0.0 0.132 0.090 ,Furring:Metal Door 17:Uninsulated Double-Layer Metal,Swinging 21 --- -- 1.200 0.700 Window(Entrance):,Perf.Type:Energy code default,Double 584 --- -- 0,800 0.450 Pane,Clear,SHGC 0.70 Roof:Insulation Entirely Above Deck 25000 --- 35.0 0.028 0.048 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. Fi 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 5. 'Other'components have supporting documentation for proposed U-Factors. Cj 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Lj 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. F-1 8. Cargo doors and loading dock doors are weather sealed. 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: LJ Building entrances with revolving doors. ❑ Doors not intended to be used as a building entrance. Q Doors that open directly from a space less than 3000 sq.ft.in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2009 IECC requirements in COMcheck-Web and to comply with the mandatory requirements in the Requirements Checklist. Riley Jarrett- Building Designer "��E �'�" � _ 1 120/2G14 Name-Title Signature Date Project Title: Report date: 10/20/14 Data filename: Page 2 of 2 � ' DESCRIFT6N SHELF bi::scnim ioN BASE SHELF N.)TES: DEScR)PTioN COLUMN Vlev SIDE 1AFN GENERAL PROJECT NOTES - A ANCHOR4 KW r'.t r 1.-L T SCREWANCICIR.013fs, lzal P t( 4 N. l ONz F c xlilc.W FG, -Va ; J' 1 a d xV tR 14 A " Z i sr AJ., -E 4-.' 1,1z AR Zz sill Y k Ti 1 L >,4 C i Alt1 iCG.1 kl. RAC';"z',Ai-l+o EX ,...)I'OI NU;:..,7 v ) `EPCRT.L't;Fh"uE I 1,375- o --------------------:'_'--'ii-ice __.�-{{{ I 1<lOi.:(t)ANCHOR PER,EicEt,i2)PER E?.5c DESCRIPTION PC'—'RS`tVE(z!:_'101 T-,CREW :SIZE M,EMSECS. ESR %25 [ITEM DESC, P/N QTr 3, X 18" CRITICAL CONFIGURATION SHOWN E C8P BLACK 9435�-4 7 2 E 18 3611 Q, Jy � 1 .��: F f yy e .` x 20TRC 9 dt1N)<LS>FS) 2Q F RC 1ICt,� .(L--)(RS) (ENT? UPRIGHT) (INTERMEDIATE) ! 12 td {� IF FRONT ........................................_ _...................... ..._.M.-........................--- I F19 I NOW-, —0 MOORE a72.IDS ,`,� , —�._ 'i'' r♦♦ 1 Win- fo- Wig / Install Fire and DomWater Services(See Arch. estic , r, �' �. �'�'a` � - Int. Manhole ': t _ � •r • - 'na Water Services(See Arch. Arch.for Size Loca1,0 omestic, "s for Size&Locations) Install 0 mestic,Water Water Services(See Arch L Service(See Arch,for Size for Size&Locations) Arch.for Size Locations) III MOM a for Size&Locations) •: i�s_iY•i. • •&Locations) Water Services(See Arch. install Se (see Arch. •••� ~• &Locations) Y. i��t RETAIL 1 �I 18,000 _�- •' rT! :, o `"L Jar 1�_L'� ■: IMJ \�� �: � .,a Ynt=`r�i �� �� :� f.) , _ _ 'h iL�.��I��a�ir`lI".�••�i.I�7� ♦Y\ '�i, • �,1., Oo Ii •� „ i :, -� ��•. , t9, nfli�i'' 1.�1�i : r� . wr .� :;•",� � :. •� � • Ems¢,, `■ , ■s7••1.�-��'Tti i■L����,�•� �.O �I�� �� . r•� WT �' � �e�l-v.may. � L�••I V ■ '•,.��� z, ��. d �� i�•I� •�'•1 �����_ �♦� � • J ir■�l - c� 100, PAD 5 ,V � y■ ��� ,�i�►�•��L�■■■■■■■■■u■■uuo■■■■■_r■■■■■u■■■■urrrr■■■n•uA'/I � �_•Ilpr�p�■e�re■r■e—���u■'e�l�■v_•Lwa�M...� � I • i Install Sewer Service(See Arch.for Size&Locations) v,Imo■. .:rr■rr......rr■urruruu.�-�:1F` quuurr�. .ui, /��n c . .±.w•••rrr:•W•.•+� �-�.■rr■rr�r■/����!)_ J 1�1 _ Not Rd ■ i■� i i;::: •:: �■ �- _ � ! 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DAH Ann T.;, ' K w I ,�� 2 \ Twiil Falls Fire Dept,, N Z gg++ 0 Q P O PPPP - - - - - may+ _ _ C.ie 2��QY I-n 1., - tiQ�Y r >r , w 1945 BLUE i WN OAHIO 8333- 01 LAKFESBLVD , FALLS , Z O U U w Z O U) AABBREVIATIONS � ®® / A A CONTACT THE BOSS CONSTRUCTION REPRESENTATIVE _, e P LY B B R E_ �/ I AT I O V S � ®E X �' DRAWINGS] CONTACTS AT THE BEGINNING OF THE CONSTRUCTION PHASE TO � �� ��CF��4@ LR^A� rY� f� --� UU UU OBTAIN A CURRENT COPY OF mis CONTACT LIST A ALLOWANCE O.C. ON CENTER ARCHITECTURAL AC' ANCHOR BOLT O.D. OUTSIDE DIAMETER VENDOR CONTACTS: ENERGY REBATE RE JOB NAME: BOSS DRESS FOR LESS LOCATION: CANYON PART(WEST SHOPPING CENTER AC AIR ACOUSTICAL NMG/ER OFL OVER EADW LEADER BLUE IDENTITY BANDS ROSS NWINI ADMINISTRATION SERVICES STORE NUMBER SR TWIN FALLS,N 83301 A.C.T. ACOUSTICAL CEILING TILE O.N. OVERHEAD TK PRODUCTS 1926 ARCH INC. TWIN BLUE LAKES RD AF.F. ABOVE FINISH FLOOR OPNG. OPENING SHEEP NO, SHEET TITTLE HAROWAREALOCKSETS 'TK 6010-40•COLOR PINS 300"ROSS BLUE'MATTE FINISH 1926 ARCH STREET,PHILADEtPHU,PENN'SYLVARIA 19103 TWIN FANS,ID 83301 ACT. ALTERNATE DPP. OPPOSITE A0,0 TITLE AND CONTACT SHEET STANLLY SECURITY SOLUTIONS,MECINNICAL SOLUTIONS DIVISION 11400 WEST 47T1 ST,MINNETONKA MN 55343 CONTACT:A��ELA ZIMMERMAN(215))732-4480 X243,FAX:(215)732-0477 ALUM. ALUMINUM OPS op A1.0 FLOOR PLAN 47225 FREMONT BOULEVARD.FREMONT,CAIJFORNU 94538-6502 CONTACT:MIKE BOULKA(8Do)441-2129 EMAIL AZ IMMtRMANOREALWINWIN.COM A.BUILDING CRITERIA APA AMERIC, PLYWOOD ASSOCIATION ORP OVERRIDE PANEL A1.1 ROOF PLAN&DEALS CONTACT:CHIP DURHAM,ACCOUNT REPRESENTATIVE(951))443 5329 E},4UL MBOULKAOTKPRGDUCIS.COM (SEE A1.2&E3.0) APPROX. APPROXI TE GSA OUTSIDE AIR A1.2 VESTIBULE PLAN&DETAILS CEW(949)676-1282,EMAIL CHIP.DURNAMOSBDINC.CO(N (SEE N.0) APPLICABLE CODES2012 IBC,2014 NEC,2072 IN,2012 IE13C, BUILDING USE RETAIL SAES A.R. ARCHITECTURAL REPRESENTATIVE OSB ORIENTED STRAND HOARD A2.0 ARCHITECTURAL REFLECTED CEILING PLAN&DETAILS (SEE G.i.SEC 8) MAIN OISTRIBUTION 60%ES 2012 IMC,2012 IFGC,2p09 IECC,2009 ICC OCCUPANCY: A3.0 EXTERIOR ELEVATIONS (M)MERCANTILE A3.1 EXTERIOR ELEVATIONS DOSTON RETAIL 2D09 IDAHO STATE PWMBING CODE IN BURGLAR P.B.C. PLUMBING CO CTOR PR I CUSTOMER ALARMMRA OCESS NG ROOM DOORS A4.0 ENLARGED PLANS AND DETAILS WINDOW I CU FR SERV.CONTACT:DEBBIE MDNELL(800)225-1633%214, BD. BOARD PC PHOTOCELL TO PERSONAL COMPUTER Ayt ENLARGED PROCESSING&ELEC.ROOM PLANS&DETAILS EW50N CORP.,EASY SWING DOOR DIVISION CHB INDUSTRIES FAX:(781)391-5766 CONSTRUCTION TYPE: .r UNPROTECTED FULLY SPRINKLERED BLDG. BUILDING PN POST INDICATOR VALVE 9229 SHAVER ROAD,KALAMAZ00,MICHIGAN 49024 732 NESCONSET HIGHWAY,SUITE 1048.SMITHTOWN.NEW YORK 11787 EMAIL DMM'CNEILLOBOSTpNRETAILCOM TOTAL BUILDING AREA...................................................................................................................25,000 SQ.FT. BLIG BLOCKING PL PLATE A5.0 INTERIOR ELEVATIONS AND DETAILS PHONE(800)828-2655 CONTACT:BOB FOG.ART(800)220-2625,OFFICE(610)659-4736 TECH.SERV.CONTACT:JIM ALBURN(800)225-1633%218 SM. BEAT) PEAS.TAM PLASTIC LAMINATE A5.1 SECTIONS&DETAILS CONTACT:JEFF McNALLY,ACCOUNT REPRESENTATIVE(269)492-3912 FA%:(631)360-3D68,EMAIL BFOGAR7Y0CHBWIRDOWFl M.COM EMAIL JALBURNOBDSTONRETAILCOM DDT. BOTTOM PLYWD. PLYWOOD A5.2 SECTIONS&DETAILS EMAIL JEFFM0EW1 L TIP ALIT CONTACT:AMRITA SINGH(800)220-2525.EMMgAIL ASINGHOCHBWINDOWFILM.COM B.ALLOVlABLE AREA: PR, PAIR A6.0 ROOM FINISH AND DOOR SCHEDULES (SEE GIA SEC 8.7) (SEE GIA SEC 8.1) TIME MIST DISPENSER CD CRITICAL DIMENSION+/-1/2•F.O.F. PT. PAINT BUNZL RETAIL BASIC ALLOWABLE AREA 50,000 BE C.J. CONTROL JOINT PTB PUBLIC TELEPHONE BLOCK STOREFRONT ENTRANCE FLOOR SYSTEM 1 PENN PIA7A,SUITE 4430,NEW YORN,NEW YORK 10119 CU3 CEILING PVM PUBLIC VIEW MONITOR STRUCTURAL KA NEER NORTH AMERICA(AL INC.) GRAND ENTRANCES CONTACT:KATIE ARGERZIO(212)307-7100 X4012,FAX:(212)307-7055 CLR. CLEAR SHEEP TIME http://IS,I.ka6'neer.com/kaprreer/north_america/general/sales_locatar.asp 40005 ROYAL DRIVE SUITE 300,KENNESAW,GA 30144 EMAIL•KAREARGENZIOOBUNZLUSA.COM C.BUILDING AREA C!A CONSTRUCII MANAGER RAD. RADIUS �O. CONTACT:RAVE BROSHFARS,NATIONAL ACCOUNTS(317)771-9265 PHONE 1-888-424-6287 (SEE A4.0) () SN-1 STRUCTURAL VIES C..U. CO CRETE RY U TS RCP REFLECTED CE G P N MASON N LIN UVN S-1 1x7UNItATIaN PLAN (SEE GIA SEC 8) CONTACT:CUSTOMER CARE SALES:.....................:..............................................................:.............._......................................21,000 SO.FT. C.O. CLEAN OUT RDL ROOF DRAIN LEADER 5-1.1 FOUNDATION DETAILS EMAIL GEORDERSOC-SGROUP.COM f:NNRONMENTAL SERVICES FITTING ROOM4................................................................................................._.................................653 SQ.FT. COLIC. CONCRETE REINF. REINFORCED S-2 ROOF FRAMING PLAN STOREFRONT DOORS (SEE G1.0 SEC 5.10) PSI ENVIRONMENTAL OFFICES:...............................................................................................................................................167 SQ.FT. CONT. CONTINUOUS REQ•D. REQUIRED 5-2.1 ROOF FRAMING DETAILS STANLEY WO- (NATIONA ACCOUNT),ACCESS TECHNOLOGIES PROJECT GROUP 95 CHASTMN ROAD.SURE 30I,KENNESAW,GEORGU 30144 LOCKER ROOM: ............................_..........................................__..................................................251 SO.FT. CONTR. CONTRACTOR RETIL RESIDENT S-3 WALL SECTIONS 102 BRIDAL RIDGE DRIVE,GURLEY,AlABAMA 35748 ROSS SIGN CONSULTANT CONTACL BILLY MITGHELL,N.C.G.(770)t,11200 X301fi,CEW(770)337-5321 PROCESSING ROOM:........................................__.........._. .............1.242 SO.FT. COL COLUMN RM. ROOM CONTACT:TENNIS WEBB,ACCOUNT REPRESENTATIVE 81LL GORE ANO ASSOCIATES(BMA) EMAIL BILLY.MTCHELLOPSIUSACOM L9+_OCGUPIED/ACCESSORY AREA, Y any cn Er C.R. CONSTRUCTION REPRESENTATIVE R.O. ROUGH OPENING CELL(256 655-9206 MAIN:(266)776-8902 1057 BOLANO AVENUE,ALBANY,CAIJFORNU 94706 ADMEN.PROJ.MDR:ATRIA MCGRDGAN.(770)424-6200 X3050, C.T. CERAMIC TILE RN ROOF TOP UNR MECHANICAL EMAIL DEN CONTACT:SKIP MOORE,PRESIDENT(610)526-0296 EMAIL ADRLAMCGROCANOPSIUSACOM TOTAL BUILDING AREA ........................_......................................................................................25,000 SQ.FT. LU CT CURRENT TRANSFORMER (SEE G1.1 BEC 8) (SEE A3.0) (SEE GI.)SEC 4A6) CTR. CENTER SC SOLID CORE SEC SECTION WAG EQUIPMENT DELAYED EGRESS DEVICE D.OCCUPANT LOADING: DBL DOUBLE SF SQUARE FEET/FOOTAGE Oo ECN LEGEND.SCHEDULES AND DETAILS LENNOX INDUSTRIES,INC.,NATIONAL ACCOUNTS AJAR LOCK SYSTEMS ROSS CONTACTS: DU. D ETER SHTG. SHEATHING M1.0 HVAC DESIGN LAYOUT PLAN CONTACT:KEVIN GOODNIGHT,NATIONAL ACCOUNT MANAGER(951)332-3658 345 BAYVIEW AVENUE,AMITYVILLE NEW YORK 11701 SALES AT 30 54.FT.PER PERSON(21,069/30):............................................................................_..........703 DM DE D METER SUM. SIMILAR to WAG DESIGN CRFTERIA&SPECIFICATION CHECKLIST EMAIL KEANGWDNIGHTOLENNOXIND.COM PHONE(B00)252-6625 FIRING ROOMS AT 30 SQ.FF.PER PERSON(653/30):...................... .............................................................22 ON. DOWN SPECS, SPECIFICATIONS QUOTES/SUBMITTALS:(800)367-6285(DEREK GARIN,RAT ACCNT SUPPORT) CONTACT:MICKEY WAWS,ACCOUNT REPRESENTATIVE(415)299-3497 CORPORATE HEADQUARTERS OFFICE AT 100 50.Fi.PER PERSON(167/100):............................................................................................2 DO DIGITAL OUTPUT SP SINGLE PHASE EMAIL STEVE.FRICKEOLENNOXINT.COM EMAIL MWAWSOWALUSSECURTY.COM ROSS STORES,INC. LOCKER ROOM AT 50 SQ.FT,PER PERSON(251/GO):.....................................................................................6 p DR. DOOR S0. SQUARE ELECTRICAL (SEE G1.1 SEC 15) (SEE DE1.0&A6.0) 4440 ROSEWOOD DRIVE,PL4-4E6 PROCESSING ROOM AT 300 SO FT PFR PERSON(L?42/3�• 6 / F DRS DOORS SS SANITARY SERVICE PLEASANTOR,CA 94588-3060 ®® D.S. DOWN SPOUT SIB STATION TELEPHONE BLOCK LIGHT FIXTURES SENSORMATIC(EAST PHONE:(925)965-4400 TOTAL BUILDING OCCUPANTS:................................................................................................................:...y...738 DTL/DEE DEFAIL STD. STANDARD SHEET NO. SHEET nn F ERI WHOLESALE LIGHTING IYCO INTEGRATED SECURITY,SENSORMATIC SYSTEMS DWG. DRAWING ST.. STEEL EIO CIRCTNG PUN&DETAILS 40577 ALBRAE STREET,UNIT F.FREMONT,CALIFORNIA 94538 CONTACT:FREDDIE HERRANDS (209 200-5269 STORE DESIGN STRUCT, STRUCTURAL E20 SINGLE LINE DLACRAM,NOTES&DETAILS CONTACT:KENT CLYDE DIRECTOR OF PROJECTS EMAIL FREDHERNANDEZ0TYCOINT.CO ALTER VARDA E EXITING REQUIRED AND PROVIDED, (OCCUPANT LOAD 2'PER PERSON) .--. FA. EACH E3.0 POWER,SIGNAL&TELEPHONE PLAN PHONE:(510)252-1088 X 203,EMAIL KCLYDEOAWUGHTING.COM ESCALATION:(ROSS)JOHN DEYONG(925)965-4849,EMAIL•JOHN.DEYONGOROS.COM ROSS STORES,INC, ® O EAS ELECTRONIC ARTICLE SURVEILLANCE TELECOM TELECOMMUNICATIONS E4.0 PANEL SCHEDULES.SWITCH LEGEND AND DETAILS (SEE GIA SEC it) (SEE G1,1 SEC 12&12.5) PLEASANTON.CALIFORNIA ta) SALES,FRTING,OFFICE&LOCKER AREAS EXITING REWIRED: (MIN.OF 3-BY CODE) / C) EF. ELECTRICAL FAN iD.... TOP OF... TEL(925)965-4595 SALES,FITTING,OFFICE&LOCKER((703+22+2+6)x•21=..........................................146.6• E.C. ELECTRICAL CONTRACTOR T.O.M. TOP OF MASONRY DELL DELAYED EGRESS DEVICE AT DOORS MECHANICAtIELECTRICAL CONSULTANTS TOILET ROOM ACCESSORIES EMAIL ROSS.CONSTIRUCTIONOROS.COM ® N J ELEC. ELECTRICAL T.O.S. TOP OF STEEL EASIO EAS INSTALLATION DETAILS C&C BUILDING AUTO TION BO-- ASH-- EOIPMENT (BEGIN EMAIL SUBJECT LANE Wmt:1634 TWIN FALLS-ID) 16) SALES,FII'IING,OFFICE&LOCKER AREAS EXITING PROVIDED: `} + ELECT. ELECTRICAL T.S. TUBE STEEL 39D SWIFT AVENUE W22,SOUTH SAN FRANCISCO CAIJFORNU 94060 116i1 HARE STREET.NORTH HOLLYTWOOD,cAuroRNIA 91605 (CA) (DOORS 11 0 54•+/2 0 54•+13 0 34'+W5 0 34)__...................................__.......+29.4• / ELF/. ELEVATION TS TEMPERATURE SENSOR CONTACT:CLIFF MCINTIRE(660)292-7457,E-LIAR:ROSSOCCBAC.COM CONTACT:CUSTOMER SERVICE(818)982-9600 CONSTRUCTION REPRESENTATIVE EMCP EMERGENCY MGMT.CONTROL PANEL TV TELEVISION PLUMBING (SEE GIA SEC 12,15) (SEE G1.1 SEC 10&A4.0) KEVIN COSTA `�0/\ EQ. EQUAL TYP. TYPICAL RO55 STORES,INC. 2c) PROCESSING ROOM AREA EXITING REQUIRED: (MIN OF 1-BY CODE) Z V) EQUIP. EQUIPMENT P1,0 ENLARGED PLUMBING FLOOR PEAR ENERGYMANAGEMENTSYSTEM EMS TOILET ROOM BABY CHANGING STATION DOBUN,CALIFORNIA PROCESSING ROOM(5 z.21_.........................................................................................................32.0- ETC. ETCETERA U.N.O. UNLESS NOTED OTHERWISE P2.D PLUMBING DIAGRAMS AND SYMBOL LEGEND C&C BUILDING AUTO TION CO TEL(925)965-4475UJ E.W. EACH WAY WN UNLESS OTHERWISE NOTED 390 SWIFT AVENUE 11,SOUTH SAN FRANCISCO,CAIJFORNU 94I 11611 HART STREET,NORTH HOLLYWOOD,CALIFORNIA 91605 EMAIL NENN.COSTAOROS.COM 2b) PROCESSING ROOM AREA EXITING PROVIDED: EWC/EW.C. ELECTRIC WATER COOLER CONTACT:C.J.CHAyE(650)292-7452,EMAIL• ROSS0CC8AC.COM CONTACT:CUSTOMER SERVICE(818)982-9600 (BEGIN EMAIL SUBJECT UNE WITH:1634 TWIN FALLS-ID) Q EXIST. EXISTING V.C.T. VINYL COMPOSmON TILE SEE GIA SEC it,12,IS,i6 (DOOR/4 O 34)_...........................................................................................................................34.0• Z �,{ - ( ) (SEE G1.1 SEC 10&A4.0) (OK). ..........................................................................................................................+2.0• aJ O IXP, EXPANSION V VERIFY REAL ESTATE REPRESENTATNE yL/y.L VERIFY LOCATION CORNER GUARDS AND WALL PANELS DOCKEQUIPMENT JEFF SEALY TOTAL BUILDING E%ITING REQUIREO:....._..............................................................................................._....178.6• ■ ) r^ p F.B.O. FURNISHED BY OTHERS CAllFORNU CASTER ARBON EQUIPMENT CORPORATION BOSS STORES,INC. TOTAL BUILDING EXITING PROVIDED:....._...................................................................................................210.0•(ON) N FLOOR DRAIN W WAIT n 1400-17th STREET,SAN FRANCISCO,CALIFORN4 94107 1076 VIA DEL GATO AUMO,CA 94507 TEL(925)9fi6-4823 w NC FIRE DEPARTMENT CONNECTION W/ WITH S Y i V 1 B O L L G E� ® Go TERRY CNVAN H(415)939-6873,LL•TERRYCOCAUFORNUCASTER.COM CONTACT:RAY DOMINGUE ACCOUNT REPRESENTATIVE EMAIL•JEFF.SFALYOROS.COM ® fiF = FIN. FlNISH(ED) WAN RTR WIDE AREA NETWORK ROUTER CONTACT:CUSTOMER SERVICE(800)950-8750 CELL,(209)345-1160;VAIN: (800)742-8058 (BEGIN EMAIL SUBJECT LINE WITH:1634 TWIN FALLS-ID) F MINIMUM REQUIRED PLUMBING FIXTURES: (TOTAL OCCUPANTS($,/5pD SO Fr.PER OCCUPANT) N FIR. FLOOR WC WATER CLOSET (SEE A6.0) FAX: (925)406-3873.E-MAIL•RDDMINGUF2ORITEHITE.cOM FOE FACE OF FINISH WD. WOOD (SEE GLI SEC 8.10&A4.1) LOSS PREVENTION REPRESENTATIVE 1a) MEN'S TOILE ROOM(738/2/500=1) U F.P. FIREPROOF WH WATER HEATER O TRASH COMPACTOR JOHN DEYONG WATER CWSLTS..................................................................1 WC(1 ACCESSIBLE WC REQ'D)) Q FS FLOOR SINK DOOR NUMBER IDENTIFICATION.....................................................................................-... 1 mON EQUIPMENT COMPANY DOCK SF.CTIONA DOOR ROSS STORES.INC. LAVATORIES(738./2/760=1)..................................1 LAVATORY()ACCESSIE.E LAVATCNRY REQ'O) Z Z FT FEET/FOOT 9TiD COUNTY HIGHWAY 9 SOUTH,PO BOX 1798,VERNON.NABkVA 35592-1798 OVERHEAD DOOR CORPORATOR PLESANTON.CAUFORNIA y� O FIG. FOOTING CONTACT:GINA ROWS(800)633-8974 X1289 2601 SOUTH STATE HIGHWAY 121,SUTE 200,LEWISVILLE,TEXAS 75067 PHONE(925)965-4563 1b) DIE"TOILET ROOM(738/2/600=1) _ NRR FURRING ROOM NUMBER IDENTIFlCATION................................................................ EMAIL GINA.HOWSOMARATHONEQUIPMENT.COM PHONE:(8W)972-1730 EMAIL JOHN.DEYONGOROS.COM r� .................... ROOM NAVE WATER CLOSETS.._..............................................................1 WC(1 ACCESSIBLE WC REO'D) 2 GA GAUGE - 100 (SEE G1.)SEC 1.2) CONTACE ANGELA BURGESS,ACCOUNT REPRESENTATIVE(469)549-7121 LAVATORIES(738/2/760=1)..................................1 LAVATORY(1 ACCESSIBLE LAVATORY REQ'D) O� FAX:(972)528-1021,EMAIL'ANGEU-BURGESSOOVERHEADDOOR.COM TELECOMMUNICATIONS REPRESENTATIVE �,1 GALV. GALVANIZED VCT FLOOR TILE ALT CONTACT:JERRY LAIRD,ACCOUNT REPRESENTATIVE(469)649-7211 TONI W BAO.INNR TION TECHNOLOGY REPRESENTATIVE 1c) OTHER •._ w GC/G.C. GENERAL CONTRACTOR ROOM FLOOR FINISH...................................................................................................... VCT'A' TARKER COMMERCIAL AZROCK COMMERCIAL FLOORING EMAIL•JERKY-UIRDOOVERHEADDOOR.COM ROSS STORES,INC. DRINKING FOUNTAINS...........................................................I ACCESSIBLE HI-LO FOUNTAIN REOD LL I~-- GL GFCI GLASS GROUND FAULT CIRCUIT INTERRUPTER CONTACT:KEVIN TIERNEY,NATIONAL ACCOUNTS REPRESENTATIVE (SEE GIA SEC 8.10) PLEASANTON.CALIFORNIA EMAIL KEVIN.mERNEYSOTARKER.COM PHONE(925)965-4139 g,-Af,C&SSTBILTY• Z O GEE GALONS PER FLUSH (SEE OLD SEC 5.7) CERAMIC TILE EMAIL•TOREDUUMBAOOROS.COM o GWB GYPSUM WALL BOARD ELEVATION COLOR FINISH REFERENCE................_............:..................... O DAL-TILE CORPORATION 1)SITE G.V. GRANNY VENTILATOR CONCRETE TREATMENT 1963-65 DAYS STREET,SAN LEANDRO,CAIJFORNL4 94577 FACILITIES a REQUIRED ACCESSIBLE ROUIES OF TRAVEL.PROVIDED........................................................................YES / GYP. GYPSUM CREIESEAL CONTACT:ROBERT MISBLECH,SALES RECALIF RNIA (850)954-5636 DIRECTOR OF FACILmES b ACCESSIBLE PARKING PROVIDED(501-1000,2%OF TOTAL).............................................................8 B GYPSUM ALL BOARD GW M W i PO BOX 18598,ANAfIEIM.CAllFORNIA ft17 FAX:(510)635-7815,EMAIL ROBERT.MOSBlECHODALTIIE.COM R05S STORES,INC. c VAN ACCESSIBLE PARKING SPACES(1 IN 8,NOT LESS THAN 1).....................................................2 WINDOW IDENTIFICATION(IF REQUIRED)..................................................................._. O CONTACT:JIM BELL(800)278-4273,CEW(714)713-8955,FAX:(714)993-1840 ALT CONTACT:TAMARA GRANDUSKY,(415)290-8302 4440 ROSEWOOD DRIVE,PL4-4E6 d EACH ACCESSIBLE PARKING SPACE IDENTIFIED BY SYMBOL AND SIGNED...........................................YES HC. HOLLOW CORE EMAIL•JIMBELLOCRETESFALCOM EMAIL TAMARA.GRANDUSKYODALTILE.COM PLEASAMON,CA 94588-3050 a 1.1 0T I RUPTED BY STEPS OR ABRUPT CHANGES IN LEVEL...............................................YES Z H.M. HOLLOW METAL (SEE G1.)SEC 5.3&5.4) (SEE A6.0) PHONE(925)965-4400 1) WANKS MRV'MU�48•IN WIDTH..................... YES O HORTL - HORIZONTAL KEYED NOTE............................................................................................ i ......................................................................................... .......... g CURB RA PS CONSTRUCTED WHERE PEDESTRIAN WAY CROSSES CURBS...........................................YES N HR HOUR SECURITY HAND DRYER h CURB RAMPS HAVE DETECTABLE WARNING IN TEXTURE MAID VISUAL CONTRAST................................YES w� HT. HEIGHT t• TVCO INTEGRATED SECURITY,NATgNA ACCOUNTS ERICAN DRYER LANDLORD CONTACTS: 2)BUILDING ENTRANCES&EXITS WAG HEATING,VENTILATING&AR CONDMONING Q NASC INSTALLATION CWRD.:GENERAL MAILBOX(BOO)463-2247 X2132, ORDERING NUMBER(800)4B5-7003 a ALL ENTRANCES AND GROUND FLOOR EXITS ARE ACCESSIBLE......................_...................................YES / CHANGE IN PLANE................................... ) (n """""""""""""""""""""'"""""""""""""""' TECHNICAL DOUG COOK(559)217-1774 EMAIL:SALESOAMFRICANDRYER,COM LANDLORD REAL ESTATE REPRESENTATIVE b) LEVEL ARU OF REWIRED SIZE PROVIDED AT EACH ENTRANCE AND EAT........................................YES I.D. INSIDE DIAMETER ESCALATION:PH1UP A YOUNG,III(317)586-1428,EMAIL PYOUNGOTYCO.COM PROVIDE PROJECT TYPE"ROSS STORES;PROJECT NUMBER AND PROJECT NAME ST H c)) ACCESSIBLE BUILDING ENTRANCES ARE SIGNED TO APPROACHING PEDESTRIAN WAYS..................... G ISOLATED GROUND 1•_p• ESCALATION:JOHN BEYOND(925)965-4849,EMAIL JOHNOEYONGOROS.COM (SEE 4.0) WOODBURY STRATEGIC PARTNERS 3)INTERIOR AND EXTERIOR DOORSNsu ' N TNT.L IRNTERIOR N ELEVATION HEIGHT.................................................:.................................. T.O.f1FA1 (SEE G1.1 SEC 12,14&16.4) (BOL)214-9941 a REQUIRED ACCESSIBLE ROUTES OF TRAVEL AND MANEUVERING CLEARANCES PROVIDED...................YES STAN.HOFF1.(AN0WOODBURYSTRATEGIC.COM b FLOOR OR LANDING NOT MORE THAN 1/2•LOWER THAN THRESHOLD OF DOORWAY.......................YES Z I.T./IT INFORMATION TECHNOLOGY c SINGLE EFFORT LEVER TYPE HARDWARE ON Eft OPERATED DOORS..................... ...........YTS Z CEILING HEIGHT DESIGNATION.................................................: ............... JAN. JANITOR -................................ 1'-0• LANDLORD REPRESENTATIVE d OPERATION EFFORT NOT GREATER THAN 8-1/2 LDS EXTERIOR URS&6 LBS INTERIOR DRS........YES Iw- JB JURCTION BOX - RILEY JARR(Tf 4)CORRIDORS 8 AISLES ' WOODBURY CORPORATION a) CORRIDORS SERVING OCCUPANT LOAD OF 10 OR MORE MIN 44•CLEAR WIDTH..............................YES BS.JI'. JOINT FINISH TYPE DESIGNATION............................................................................................. FlNISH (8D1)485-7770 5)PROTRUDING OBJECTS , W 1 R_W0 Be RYOWOODBURYCORP.COM a) PROTRUDING OBJECTS DO NOT REDUCE READ'�'mmS OR MANEUVERING SPACE.............................YTS b) MAX PROJECTION WHEN MOUNTED BETWEEN 27 AND 80•AFF IS 4•..............................................YES -' TAM. LAMINATE DETAIL NUMBER LANDLORD CONSTRUCTION REPRESENTATIVE 6)CONTROLS AND OPERATING MECHANISMS UV. LAVATORY JEFF STOKES a) CLEAR FLOOLR SPACE FOR FORWARD OR PARALLEL APPROACH AT ACCESSIBLE CONTROLS..............YES LBS POUNDS TYPICAL DETAIL DESIGNATION......................................................................................... A1.0 WOODBURY CORPORATION b ACCESSIBLE CONTROLS OPERABLE WITIT ONE HAND,MAtaMUM 5 LDS OPERATING FORCE................YES Q LCP LOSS CONTROL PANEL (BOLO 201-9172 c ACCESSIBLE CONTROLS MOUNTED AT REQUIRED HEIGHT...................................................................-YES WI LEASE-HOW IMPROVEMENT - SHEET WHERE DETAIL APPEARS J-STOKESOWDODBURYCORP.COM 7)MULTIPLE ACCOMMODATION TOILETS Z LP LOSS PREVENTION 1 0) CLEAR ACCESS OF 44•MIN WIDTH PROVIDED TO REACH ACCESSIBLE STALL....................................YES O BUILDING ELEVATION................................................................................................... b 60"DIAL CLEAR SPACE PROVIDED WITHIN BOTH THE TOILET ROOM AND ACCESSIBLE STALL.............YES MAX. MAXIMUM A1.0 Z c ALL REED CLEARTOILET RCES.00M SIGNING AND ACCESSORIES PROVIDED......................................S.............YES Q Moe MAIN DISTRIBUTION BOX E REWIRED TOILET ROOM SIGNING PROVIDED IN REQUIRED CONFIGURATION AND LOCATIONS.............YES MECH. MECHANICAL 8)EMERGENCY WARRING SYSTEMS M MIN. MIMA WUM ERT WALL SECTION.................................................................................... A1.0 c) WARNING SYSTEM HAS APPRGVED NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED..............YES Co MI$C. MISCELLANEOUS At D Project number 51916 Co M.o. WOOLS Building PMans Have alowMiL MEAMED INTERIOR ELEVATION............................................................... 4 3 2 H. been reviewed end aPP-" Drawn by RIC/N•I.C. NOT IN CONTRACT 2 FULLY S WAX.TRAVEL Checked by -MO Z N0. NUMBER /--\ 2 250 Ff.WAX.TRAVEL DISTANCE TO EXITS eDliOn O LILT NOT LESS THAN ENLARGED PLAN............................_....................... .........i i- t All 0 Field BP subject w N.T.S. NOT TO SCALE ................... , M A1.0 ■ Ii Date Print Date: 11(6/2014 ..IEZ,SEINE TO ME.IW.. - .-..-..-..__.._.._.._..-..-..-..-..-..-. -. -..-..-..-..- .-. - _..-..-..-..-..IiA,EIXWLM 15TE.._.._.._.._.._.._.._.:-..-.._.,__.._.,-..-.._.._.._.._.._,._.._.._.._.._.._.._.._.._.._.._.. DOOR NOTES:(SEE A6.0 FOR FULL DOOR SCHEDULE) ARCHITECT T 3 8`\ l` - `\ � AR•1532 NOT USED ©EXIT-DELAYED IXR DEVICE WITH CONCEALED INSTALLATION AND APPROVED DEFECTION SYSTEM NO EXTEROR HARDWARE,RAIN 1]6'-9 IVY O HOOD,FULL DOOR WEATHERING WITH SEALS,RAIN DRIP AND B NOT USED DOOR BOTTOM,ADA THRESHOLD,LANDING,AND BOLLARDS 1 (D OFFICE HALL-ONE-WAY 5"X26"CUR,VISION LIFE T2 LOCKSEf L NN S.WOODBUR O LOCKER ROC)M-CLEAR VISION LIFE 30M BI-DIRECTIONAL ERTRY:BOSS STANDARD STANDARD DUM-GLIDE O CASH OFFICE-VIEWER MORTISE LOCKSEr 3DOD BI-DIRECTIONAL OPERATION;FD1ED WYFH STANDARD STANLEY V ®MANAGER'S OFFICE-VIEWER HARDWARE;KEYED L0p(SET FACTORY 7-PIN EXTERIOR/INTERIOR CYLINDER; A \ N e AEO I I 2'-6' � —I �� � � � I 54'NOM CLEAR OPENING,SEE ELEVATION FOR OVERALL HEIGHT AND 10 EQUIPMENT CLOSET-LOUVER ~ WIDTH;THRESHOLD IS. BEVELED SQUIRES AND SQUARED INTERIOR: at x I I z_Y I CLEAR ANODIZED FINISH.THIS REM REQUIRES A LONG LEAD TIME AND U I-I 2A Tcr A to I MUST BE ORDERED EARLY IN ORDER TO AVOID PROJECT DELAYS. it JANITORIAL CLOSET-UNDER CUT 0 z-' O 10 e 8 I O STOREFRONT-BOSS STANDARD STANLEY DURA-GLIDE 3ODD BI-DIRECTIONAL 12 WOMEN'S RESTROON Ed 18 OPERATION;FM WITH STANDARD STANLEY HARDWARE;KEYED LDCKSET H- s-a' s-o' z'- 7 I I 1eE �+ I I I FACTORY 7-PIN INTERIOR CttJNOER AND OUTSIDE BLANK:54"NON CLEAR 13 MEN'S RESTROOM U z yA I § 7 x,T•A• 1 I OPENING.SEE ELEVATION FOR OVERALL HEIGHT AND WIDTH;THRESHOLD TO Q p r __ __ '-10'3'-0' 6'a I/z' BE BEVELID EXTERIOR AND SQUARED 01TERIOR CLEAR ANODIZED FINISH. THIS REM REQUIRES A LONG LEAD TINE AND MUST BE ORDERED EARLY IN 14 PROCESSING ROOK-TRAFFIC DOOR WITH ELLISON 6"X18' ¢H o I i ® I I I ORDER TO AVOID PROJECT DELAYS, JAMB GUARDS§9k30 VISION UT VERIFY LOCATION 0} Li F low ,A, 4 Y I 15 ELELCTRICAL ROOM-UNDER CUT Z i I I I A I 1C BOSS STANDARD STANLEY DURA-GIJDE 3000 BI-ME"' AL O ¢� OPERATION;FITRU WITH STANDARD STANLEY HARDWARE;NO LOCKSET; O 54'NON CLEAR OPENING;PACKAGE HEIGHT 13'-6';THRESHOLD TO BE 16 RECEIVING OVERHEAD-PADLOCK DOOR LATCH AT BOTH S N' TT II •''� kT,A. ( I 4 I SQUARED AT VESTIBULE AND BEVELED AT cei cc FLOOR CLEAR TRACKS.PROVIDE EADER SEAL SPER,PROTOTYPECKSFOR DETAILS e g ANODIZED FINI AND SH.THIS REM REQUIRES A LONG LEAD TIDE AND MUST o I I I I 0 BE ORDERED EARLY IN ORDER TO AVOID PROJECT DELAYS. [L U it I j 7 TRASH COMPACTOR-SLIDE BOLT AANND HASP FOR r w A II I PADLOCK TO BE PROVIDED AT CO(PACTOR DOOR -- IXR-DELAYED E%ff DEVICE WTIH CONCEALED INSTALLATION AND APPROVED f/a� =j U_ - DETECTION SYSTEM,NO EXTERIOR HMDWARE,RAIIy HOOD,FULL DOOR 18 ROOF H47CH 0 CIOI++ WEATHERING WITH SEALS,RAIN DRIP,DOOR BOTTOM,PND ADA THRESHOLD Z sy q�o �LL tz'-tD' tD'-5 I/r I I I I 19 ROOF ACCESS-SIGN ACCESS ON ROOF AS NEEDED J N(n I I I O PROCESSING MAN DOOR-NO EXTERIOR HARDWARE,VIEWER,ALARM LOCK U u'-4'MIN ro RBa j ((NON-DELAYEs.sD)E%R DEVICE,EXTERIOR CANOPY,FULL WEATHERING 20 TOILET HALL-T2 LOCKSEf AND ELECTRIC STRIKE I I I 7z-D '7 GRFAtEA E losseu: wTIN SEALS.RAIN DRIP AND ODOR BOTroM.ADA THRESHOLD AND ONE WAY VISION-CITE FROM HALL DOOR USED SIGNAL BUTTON. NDER NO THEE SALES(FLOOR,NO EXCEES EPPTIONS II X 9'-a'MIN. 4'-D' I 21 SIGN ACCESS HATCH-30'%30'(LOCKABLE)WITH BEST 1 � aaE HATCH OPENING TO THE SIGNCESS PLATFORMS IS E REQUIRED.DOOR/19 ON THE ROOF IS NOT REQUIRED, i 91/1' WALL LEGEND: >e I ; ---- - F-- --------------- ----------- Y --- - ---- F _ Lr 'I* EXTERIOR WALL FOR EXPANSION AREA TO BE DESIGNED FOR ECONOMY AND EASE OF FUTURE CONSTRUCTION WHILE ALSO I I I I PIROVIDI�WFATHER/WATER TIGHT,INSULATED CLOSURE AND A r.•.....�_.. ER v'-Ir H H OF SECURITY AGAINST BREAK-IN FULL HEIGHTME AL STUD WALL WITH GWB BOTH SIDES 1 w l LAYER:A-PATT-FULL HEIGHT) I lr i I I I III I I I q,-0l to ( Hh IIIz1SzMEzRsE= FULL HEIGHT ACOUSTICALLY INSULATED AND SEALED METAL STUD Q n c• q I i t n i FULL HEIGHT WALL(LAYER:A-PATE-FULL HEIGHT AND SOUND) O G.C.PROVIDED AND INSTALLED WOOD NAILERS ARE SHOWN AS s-fI 9'-3 i/' 4'-70' (I Ilr AE9 I I I I I 21 DASHED UNE AT PERIMETER, I i I I I 20 q} I """----"""" PRO-TEK WALL PANEL MOUNTED TO+6'-0"A.F.F. Z rl — I II i ' m i 12 I ze•-D• I I I HALL AND LOCKER ROOT O PRO-TEK WALL PANEL MOUNTED TO+4'-0'A,F.F IN OFFICE i I I �( U » e I i GENERAL FINISH NOTES: W ! SANITARY SEWER- 121-]'LEASE NE TD E _O. a 13'- ♦'-C b 4-11 4-I I p i 4"O i 4 IPF MIN. I I 1, AT ALL SALES FLOOR 6'a DOORS AND AT FIXTURE TERMINATION BY REGISTERS:FIXTURE Z J B' D' _ Sx I I INSTALLER TO ADD NAILERS PER STORE PLANNING FIXTURE LAYOUT AS NECESSARY. z- 13 I F Y I I I } I i!sEE DEruE e/ I FIXTURE INSTALLER TO MAINTAIN A MIN OF 6"CLEAR ON THE HINGE SIDE AND 24' MIN CLEAR ON THE STRIKE/PULL-PUSH SIDE OF ALL SALES FLOOR DOORS a I I + I I IM 2. ALL EXPOSED CORNERS TO RECEIVE CORNER GUARDS TO MATCH HEIGHT AND COLOR LU I OF ADJACENT PRO-TEK PANELS 48'STEEL CORNER GUARDS IN PROCESSING ROOM. 3. ALL SALES FLOOR COLUMNS TO BE PAINTED BM"CREME FRNCHE"TO FULL r r F0.0YIDE adR'RIB DOOR TO RF/UER UNLLO o I 333 LL\ j 100-0 O hs• -- ----_-----------�--' -I --- g --I�_-- I .� HEIGHT 2�"x6'-0"CORNER GUARDS ON ALL CORNERS INSTALLED ARER PALM 16 WHEN 11WOM0 5 OCCURFD' 6S I 6 91/4' 114I ( ^ ---- -0=--- } �q --i -- --- LEGEND I I P-I a II y_g I 3 I I g BASE BUILDING SHELL-8'ALLOWANCE METAL STUD FURRING WIN 5/6'GWB-6' STANDARD ALLOWANCE 15 ALLOWANCE-NON STRUCTURAL WALL TO ALLOW FOR FUTURE EXPANSION II I I I :t I I i I 4 AREA SHOWN(LAYER:A-PATT-NONBEARINO) I {T- METAL STUD PARTITION WITH 5/8'GWB EACH SIDE 3-5/6"STUD 5' STUD--AY STAND.( ALANCANCE IF PLYWD BACKING BEHIND CAB);8" O I I I I Aa•z 1/2"APA CDX PLYHyg0LL0D0WBACKING BEHIND GWB INDICATED BY A 2- Ea. I- C II I °I I I POLY-UNE(DYER;A-WALL_n _01) ----- -- 5/e'A-C,G-I IXT-APO PLYWOOD IN LIEU OF GWB INDICATED BY A 2' '^ ��I/z (LAYER-LINE 0 R FIES ROOM02)JAN ORUL CLOSET WALLS ONLY Uj b I I I ( ( � FULL HEIGHT METAL STUD WALL WITH GWB BOTH SIDES II I (LAYER:A-PATE-ILL HEGHT) B: I�___J I Y _—�6 _ _ _ _ FULL HEIGHT ACOUSTICALLY INSULATED AND SEAIID METAL STUD FULL w5 —n I , II _ _ _—_—_—_—_—_—_—_ I—_ _—_—_—_—_—_—_—_I —___—_—_— —_—_—_ _I�L+ 1 HEIGHT WALL(DYER:A-PAII-FULL HEIGHT AND SOUND) +IJI ( AREA LINE(DYER:A-AREA) IV A Ix14 I I i 4 NAEDHWAI ANCHOR BOARD FD O 87 I SCMWCX N A.F.F. y WEE x 3/4'APA A2 PLYWOOD BA 7 BOARD HORIZ.(FULL HEIGHT AT LADDER) AA (LAYER:A-LL INSTALLED-PLYWOOD MOUNONG BOARD) IErV ,.— z'0 .Y -----_ 3 ROWS OF 10 WOOD NAILEItS MOUNTED 0 9".48",AND 87"AF.F. CD-�-- -- I (LAYER:A-LL INSTALLED-NNIER) Z JCIO I I a xowm m•E(r-axlro'H r i, o o '"'n I I KOROGARD BALL N ELO OURNI�DCATO N6'-0'Af,F„SEE ROOM FINISH SCHEDULE Co _—-—_—_—_—_—-—_— � _—_—-—_—_—_—_—- _—_— _ _ _ \1 ' B D NOTEFOG 5 0 6. FO TIO 5 I I I I KOROGA ALL PANEL MOUNTED TO+4'-0'AF.F.,SEE ROOM FINISH SCHEDULE ro IrASE/ I >? AND NOTE 15 ON A6.0 FOR LOCATIONS ,� i i • I BUIUIING UNE 6' TO FILE OF 4YP,BD. TILE CIA) 6NES FOOR L DEPTH 7J6'N 1/Y FOF/i0F OtP,- a'IllO6kRCE FACE OF CYP,tb.i FACE CMI i3 I B•TOBUIILND DIVE L 6'-0"'SNOWY EXTRUDED CORNER GUARD U.N.O. I, ii I I J W Q FLOORING TRANSITION.THRESHOLD,SADDLE,ETC. C �/ Q I I I Ae.s I FLOOR FINISH MATERIAL-SEE SHEET A6.0 AND ASO FOR ADDITIONAL p INFO R1MnoN i Q �`I +� • .Il ii I ,e I I § I j � J FINISH 'AI Iii ii • I I I y ®;f �i • § I ITT M I I I DOOR SYMBOL-SEE SHEET A6.0 W cn® I — 1- - U. g ro• M'-31/R'IFASE DNFroIFASE DIVE ._.. .._.._.._.._.._.._.._.._.._.._.._.._ ' t3e'-it•IDLSE'WErowSE WE PLAN®NORTH O ,._..—..—..—..—..—..—..—. — —.I._.._.._.._.._.._.._.._.._.._.._.._.._.._.._,._.._.._.._.._.._.._.._.._.._.. ..—..—.._..—..—..—.._.._.._.._..—..—.._.._..� z z'-t Q � LINE ro IFASE U11E—f' w F I 0 5 10 15 25 J_ 7H5 SET MAY BE PRIMED AT A REDUCED SCALE 6 FLOOR PLAN o z A1.0 SCALE:1/8" = 1'-0" M to W 3 d� a z 0 a U 0 Project number 5116 rn Drawn by RMJ T Checked by RMJ 0 w Al .0 0 CLI I Print Date: 11/6/2014 LICENSED ARCHITECT .W, ,,ARC-1532 EL D /p,41 `���i` L NN S WOODBUR A44REQUIRW PLATE ®J{/p� �c2 j„�;�� m V v�U�l� ¢ M M ST/EEl BARSNOOTH �FFT'`4y rn >= z � 1. AA BARS TO BE LARGO AT ALL D O 2 n I ( •.-- ---- ROOF AND WALL OPENINGS LARGER THAN N DEC 2 3 2014 _ SQUARE INCHES I I I 2.ALL BURGLAR BARSIAE�TO BE WELDED w TO$$RRttIICTURE OR BE FlRNLY ANCHORED IN A TMIPER-PROOF OWNER TO STRUCTURE PLAIN FALLS FIRE DEPT. ------------- ----- -- - d Q I -� z BURGLAR BAR DETAIL <y� o>� FLUSH J-BOX A R OF ROOF PARAPET A7.1 SCALE:N.T.S.ABOVE ROOF OUT Iy�� TO ACCESSIBLE ON ATµI D IOR OFRING 7� 0 ?y s Sf0 E FOR RDS L BRACKET UNTED O I I I CAMERA COONNFlR L TION WrnR ROSS I I I I CO NSIRUCTNN RPR ENTATIVE TOR TO V ry O Qa U r INSTALLATION. BILCO(OR APPROVED EQUAL)LADDER LL_ O W CRICKETS ARE REQUIRED. I 'P' +~¢Y EF-2 NO INTERNAL DRAINS. IC•• WALKPAD PROTECTION(TYP) ROOD DRAINAGE BY YELLOW. FULL HEIGHT STEEL UDDER W g I I ARCHITECT OF RECORD. I I AND SPFETV'CAGE.PAINT CAGE SAFETY 5 O TO H4K KNURLED NON-SLIP RUNGS. O z rn ^ I 3/ ¢ A LADDER 4'PLYWOOD TO ? o 3� JNV ROOF PENETRATIONS-REFER TO DETAIL EKODDFULL HEIGHT I ( 2/A1,(,YP) I I LABEL UNffS IN 1I NIH WHITE META STUD WALL 'I I I I LABELREFLE TNT LETTERING. H Ei BE I PLACED ON CEINTRAL PANEL DOOR ONSEE AC-4 SIDE WITH DISCONNECT IN A VISIBLE I CONSTRlC710N- I I LAC4TION,AND 'N SIDE OF UNIT YTSBLE I h 9 cFi PUN&SECTIONS FROM THE ROOF HUTCH,DOOR/18. I 7 & 4 THIS IS UNIT I I AL1 ILA 13 I II I I I I I I III I 2'-7'BOTTOM HOOP 7' 7' LABEL UNITS IN 12"HIGH WHITE REFLECM LETTERING.TEXT TO BE I PULED ON CF.NIRAL PANEL DOOR ON SIDE WITH DISCONNECT IN A VISIBLE 27'-8' I,I 1 AC-6 LOCATION,ANDONSIDEOFUNITVISIBLE , �____ / 3 ARDOR ACCESS LADDER PLAN, REQ'D BY ROSS W FROM THE RDOF HATCH,DOOR 118. ---------- -- �� I I I THIS IS UNR 6 1 1 1 A1.1 SCALE:1 1/2" = 1'-O" Q ------------- t--------------------- --I- `RODF DRAINS III I I _ -_ II QDUIY OUTETS PROVIDED WITHIN I I I I LA 13 ROOFTOP UNITS BY MANUFACTURER, TO I I I HOUR,DIEDICATED 12OV.REFER TO I L I I \\ III "I I I I HECKUST1C6.8.3./M2AN CRITERIA µD I I 3-0' \ O III 'I I I -ie I iBELOD 2'-e' \ BILOO(OR APPROVED EWAL) ' I����IIIIIInnnn I I ------ ---- - ', EQUAL) (Olt WXAPPR 2'D REQUIRED BYNSION ROSS POST 5M OUTLETS PRQyI UFACMRIRER, I I I L RQOOF SCUTIIE 1V/INSIDE $ U BE C UNfrr BY HAW __ AN BE CIRCUITED,INDEPENDENT,24 I ICn I'I I UR,DEDICATED 120V.REFER TO I 1r ' NSULATEDHCURB D W �fAC DESIGN CRIIERA AND ROOF PENETRADONS-REFER TO DETAIL II 1 p I II I rEDKUST 8.8.3.G/M2.0 i I I 2/A1.1 Or) I� J I OF UDD I O ❑ `I I II I I LIBEL UNITS IN 12'HIGH WHITE I llb I > I I I REFLECTIVE LETTERING.TEXT TO BE I I PLACED ON CENTRAL PANEL WOR ON A�SREQUIRED _ I i WALK PAD W LABEL UNITS IN 12'HIGH WHITE I ' sLAGTION AND ON SIDEI Qi UNRBNSIBLE I I ° I WALK PM REFLECTIVE LETTERING.TEXT TO BE I - - I THIS THE ROOF HUTCH,DOOR#18. I SIGN WORK PIACm ON CENTRAL PANEL DOOR ON THIS LS UNROOF 6 NU LIOCATb AND ON SIDMN E OF UNRByISrLE ' MLTIY OUTLETS PROVIDED WITHIN I 118 i i W - VARIES FROM THE ROOF HATCH,DOOR 018. I ROOFTOP UNITS,I NEPENDNRER, ___ I WWWW R TO BE CIRCUITED,INDEPENDENT,24 BELOW ° I T.O.FRAMING m EF-1 AC_2 I THIS IS UNIT 2 I i HOUR,DEDICATED 120V,REFER TO 1 HVAC DESIGN CRITERIA AND r-_ , LA 13 I AC-6 ' CHECHECNUST 8.8.3.G/M2.0 BID SET -7 Lll ---- -----'-'---- r�-------- -----�------------- -F -----�- -------------- -�----- --r-- ------- I -{TALL(PAD PATH TO I I ° I 9 v I DO OORRS AND ACCESS I I I I y1II I U13 ____-_ _ - I (OR APPROVED ' UTILITY OUTETS PR0y1DUF WHHIN LA 13 I EQUAL)LADDER PAID ROOFTOP UNITS BY NANUFACNRER, I I I UDDER SAFETY CAGE, HTO MUTEDMATED 12DVPREFER H14 I I ° i REWIRED BYNNRTTO55 III I I I I ply YELLOW.LADDER I I ME HVAC DESIGN CRITERIA AND I CHECKLIST 6. i RUNGS TO BE KNURLED, B.3.G/M2.0 UP. LABEL I I I H I I I I LABEL UNITS IN 12'HIGH WHITE --- +------------------�---------------- - I REFLECTIVE LETTERING.TEXT TO BE \ �SIDE HI9 IS-HUNNDR- TM OWB E N IEWIT3WEF_2 Ca VISILSBLEROOF HATCH FROM ELECL R001 SIDE O UNITV -- - < I 7' I AN W SEE DTL 4/1.1 I OTOEFROM TH ROOF HATCH,DOOR 118. SLOPES,@ICKETS,�_I RIDGES RE FROM I i II PLAN U 1, UB �01,h s 11'HIGH WHITE I I I ® RENG.TEXT TO BEMETAL RCAEATBFCEM P. NTRAL PWLL DOOR ON I 1TO BE FACTORf FlNISHED TO TCH SHOE05CONNECT IN A VISIBLE CRICKET AT EACH ROOFTOP UNR h EWIPMEM A7 1 U)LOCHND oN sloE of UNR wslaE I V SHERWIN-WILLUMS'BLUE CHIP'#8959 FROM THE ROOF HUTCH,DOOR 118, + -- I ROOF PENETRATIONS-REFER TO DETAIL _ THIS III UNIT 1 IIr 2/A1.1(1YP) 1- ' ' I _ UBLf{YI��RBis PROVIDED WITHIN I I I I I I I I � O RO UNITS BY UFACTURER, I _ Q --HO IRCTEF�RATED'12W.REFER TO ------------- ---T- - r ----- -- ---L- --�-- - I Z C� �_-_-_-_-_ __-_-_- LABEL UNITS IN I2'HIGH WHITE -_�_-_-_-_-_-_-_-_ ----- J ROOF DRAINS HVAC RCN CRffERU AND f' CHE(�(ST 6.B.J.G/AA I AC-3 REFLECTVE LETfEPoNG.TEXT TO BE 24• 2'-7' I O W I I I PLACED ON CENTRAL PANEL DOOR ON I SIDE WfrH OECD IN A VISIBLE LOCATI N.AND ON SIDE OF UN I I Rol)- UNIT VISIBLE I I ' I 0 I I THIS THE ROOF HATCH,DOOR/18. I 1 I THIS IS UNIT 3 1 I-ETS PRV ED WITHIN RETURN AND STRUCTURAL OF f w UTILITY M LA 13 BY AD AT LA BRACING REO'D,4 RETURNS CIRCUffED,IWR4ODEgCATEDON.R6ET0 FIN.FLOOR HVACGN CRITERIA AD__________i I I II TO CHECDESI ___--_-_-_-___-__--_L-_-_-_-_ --_-_-_L_-_-_ LI _-_-_L_ --_-_ _-_-_-_-_�_-L-� ' '- I I I ---------- __ ---- 1--=- Z ui � I I 27 6 (_��ROOF ACCESS LADDER SECTION (n J pp O ( I A1.1 SCALE:3/4" = 1'-O" � J L A ip ' J a N I I I ROOF PLAN NOTES Q LL � Z NOTE;SEE STRUCTURA FOR ROOF EZATIONS(TYP) FLUSH J-BOX ATI REAR OF ROOF PARAPET 1. SEE CRIIERU SHEET G1.1 NOTES 6.4 AND 7.10 FOR SHELL INSULATION REQUIREMENTS. 7 Y CO ABOVE ROOF W CONDUIT AND PULL STRING ` �/ •r;,r N t TO ACCESSIWE OCARON AT INTERIOR OF 2. SEE CRITERIA SHEET G1.1 NOTE 9.4 FOR RUN WATER LEADER REQUIREMENTS. SSffgqRRE FOR LP.BRACKET 40UNTED I� CPNETA.CONFl LOCATION WITH ROSS 3. WALK PAD PATH TO AND AROUND WO ACCESS DOORS REQUIRED(30 IN.WIDH).MATERIAL TO N \ / -------- - ------- - I -�ONS�UL`➢ON ESD'DAllAE PBIO[t]O--- BE COMPATIBLE WITH ROOFlNG SYSTEM USED AND MHIERED TO MEMBRANE•)LUST E%IE1N0 FROM INSTALLATION HUTCH TO AND AROUND ALL HVAC UNITS AND ROOF SIGNAOE VAULTS,T,P.O OR A.P.D,M.6 MIL.MIN. 4. CONDENSATION DRAINS TO BE COPPER AND PIPED ABOVE ROOF TO Try[NEAREST DRAIN.MIRO DEVICE I II I OR EQUAL REWIRED TO ADEQUATELY SUPPORT US AND REQUIRED EMBRWE PAD UNDER EACH, N I Y I 6. ROOF REPORT REWIRED.SEE SHEET G1.0 NOTE 3.11,ROOF INSPECTION REPORT. 6. ROOF lOP UNR T( 6 LOCATIONS ARE SHOWN FOR CONCEPT ONLY,SEE SHEET W FOR PDDWOWL INFOR T . I 7. ONLY EQUIPMENT MANUFACTURER'S CURBS ARE TO BE USED.UNIVERSAL CURBS ARE NOT PERMITTED. I r o I I I 8. INSULATE 111 UN-INSULATED ROOF CURBS WITH 1'INSULATION-MINIMUM.SEISMIC CURBS A ROOF PLAN REQUIRED. i I I PLAN�NORTH A1.1 �//� 9. ROOF CONFIGURATION IS SHOWN FOR CONCEPT ONLY,ACTUAL MUST BE COORDINATED IN ADVANCE I I SCALE: 1/8" = 1'-0" I WTRI WD APPROVED BY THE BOSS CQNSTRUCRON BEPRESENFATryE.DIRECT CONNECTION OF ROOF 0 5 10 15 25 WAIN LEADER TO STHM CURB SYSTEM AT All PUBLIC WALL.LOCHSIQNS IS REQUIRED.OVER FLOW LEADER S DAYLIGHT AT WBB OR DRIVE.NO INTERIOR DRAIN.PIPES MUSE NOT INTERFERE WITH Y INTERIOR SPORE PLAN, STORE OPERATIONS,OR E%TERIOR SIGN LOCATIONS(SEE EXHIBIT J). N th N iNBB MAY BE PRINTED AT A REDUCED SCALE 10.EXPOSED META GAS LANES ARE TO BE PAINTED WITH A RUST INHIBITING SAFETY YELLOW PAINT AND BE SUPPORTED BY PIPE SUPPORT SYSTEM. 11, PROVIDE RMUNGS O AT PARAPET IF REQUIRED BY LOCAL CODE IN VICINITY OF ROOF HATCH AND ROOF TOP UNITS.IN NO CASE SHALL RAIUNGS BE PLACED AT FRONT OF STORE-NO EXCEPTIONS 12. CRICKETS TO DIVERT WATER TO ROOF DRAINS ARE REQUIRED AT ALL R.T.U.s,SKYLIGHTS,AND ALL OTHER EQUIPMENT AND PENETRATIONS. 0 Project number M Drawn by (y) Checked by O w Al r 0 cD i Print Date: 12/15/201 LICENSED SOUR SCREEN SHADES ARE TO BE INSTALLED ON THE ARCHITECT INTERIOR SIDE OF THE STOREFRONT ATTACHED TO THE AR-0... OUTSIDE FACE OF THE TOP MULLION AND EXTEND DOWN TO 4'-0'A.F.F.AND WILL RAVE GRAPHICS ON THE SIDE FACING OUT.IMAGES BY BIM(ROSS SIGN VENDOR),BY LANDLORD, MOD. SYSTEM LEGEND SOUR SCREEN SHADES BY LANDLORD _.:.. SOUR SCREEN SHADES ARE TO BE INSTALLED ON THE �4 CLEAR ANODIZED ALUMINUM INTERIOR SIDE OF THE STOREFRONT ATTACHED TO THE STOREFRONT SYSTEM WITH 'BEKAERT,7 MIL GRAFFITI GUARD"FlUA ON 1 2 SEE MODULAR SYSTEM LEGEND SHEET E3.0 OUTSIDE FACE OF THE TOP MULLION AND EXTEND DOWN TO ❑LON-VESTIBULE STORES L NN S.WOODBUR DOUBLE PANE INSULATED DOORS&STOREFRONT WINDOW GLAZING 4'-0'A.F.F. 1 S F IDAHo `]VESTIBULE STORES , GLAZING.GLAZING TO BE BELOW+10'-10'HORIZONTAL MULLION 3M J324'FROSTED WHITE 110 VOLT AC MOTORS 60HZ 1.2 'ULTRA-CLEAR"WITH HIGHEST SUN CONTROL CRYSTAL'AT INSIDE FACE OF ALL - �� / / TRANSPARENCY. WRNDOW GLA2ING BELOW+24• WINDOW FILM LEGEND P OTOR-CONSTANT AC POWER TO BE SUPPLIED TO CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM i EACH MOTOR.OUTLETS ARE REQUIRED 2'-0"FROM EACH WITH DOUBLE PANE INSULATED GLAZING TO 13'-6' WITH DOUBLE PANE INSULATED GLAZING TO 13'-6" r� A.F.F.AT ENTRY VESTIBULE TO BE EQUAL TO A.F.F.AT ENTRY VESTIBULE TO BE EQUAL TO """" T- END OF THE SOUR SHADE AND 12'0'O.C.IN BETWEEN. -° EXTERIOR STOREFRONT SYSTEM.GLAZING TO BE EXTERIOR STOREFRONT SYSTEM,GLAZING TO BE ♦A• -. EACH MOTOR COMES WITH A 24'FOOT LONG MOTOR CORD. •ULTRA-CLEAR•WITH HIGHEST TRANSPARENCY. 'ULTRA-CLEAR"WITH HIGHEST TRANSPARENCY. 0 EXTERIOR WW ,.,,. w W/ HORIZONTAL Mu 0R DOOR GLAZING AND YnYlp:msol O ISVILLE,CO6002E i-tP +'-HH• . � BEKAERT,7 MIL CRPff1TI GUARD CLEAR FILM ON ® Q BE ,.. .., N 3M N324"FROSTED WHITE CRYSTAL AT INSIDE FACE EARL CORNELIUS 000s I'� \'. .. �— STOREFRONT NDOW GLAZING BELOW+10'-10' INSOLROLL INDOW SHADING SYSTEM S S ALL WINDOW GLAZING BELOW+48 WHERE MINIMUM, NATIONAL MANAGER .. •r,_ W 77 GRAFFITI GUARD ON EXTERIOR FACE U PHONE'800-447-5534 EXT-956-3533 L 9 `•"'•"'" " \ \\ OF �.F LANE REGISTER ARE LOCATED AND 24' III EM,IAILEecomelius0'nsimll.com 10 77 �❑ .... � ��/ Q N o I WINDOWS FACING REGISTERS.SOUTH,SOUTHWEST SHADES SPECIFICATION: Of® Z.Z C AND WEST,WILL REQUIRE A SOUR CONTROL SYSTEM FABRIC:3%OPEN M-SCREEN FABRIC-COLOR WHITE/STONE, y a w 4 _ Oto WHICH CONSISTS OF AN INTERIOR AUT( D SHADE, - ' p O }N BE CL 4'FASCIA TO COVER SHADE ROLLERS-COLOR TO Op LY>> On FOR INSTALLATION COORDINATE WITH Ross G oHE] Gb ®CONSTRUCTION REPRESENTATIVE BE CLEAR ANODIZED(TO(MTCH MUWON).FA LOF'FROSTED WHILE CRYSTAL•AT INSIDE GRAPHICS: N 0 a U FACE OF ALL WINDOW GLAZING BELOW'+48" '-GLAZING WIDTH TO BE 4'-4'MINIMUM SOUR SHADES WILL RECEIVE GRAPHICS ON THE SIDE FACING LL. OLTT.WiMuM SOLAR SHADE WIDTH Is 6'-O".IMAGES WILL WHERE INUNE REGISTERS ARE LOCATED 3 N u5 BE PROVIDED BY BIA(ROSS SIGN VENDOR). 1B _ ._M.a..,..,.._.._. o O Z uQl r v SOLAR SHADED ARE TO BE INSTALLED ON GLAZING DIRECTLY BEHIND THE INUNE A VESTIBULE IS ALWAYS REQUIRED FOR STORES LOCATED INTHE SHADED REGIONS OF THIS MAP. A VESTIBULE IS U J N REGISTERS SOUTH,SOUTHWEST AND WEST CLEAR ANODIZED ALUMINUM COLUMN COVER(ON ALL ALSO REQUIRED WHERE APPLICABLE CODES REQUIRE SUCH AND WHERE SITE SPECIFIC EWRONMENTAL CONErS AND ELEVATIONS. SIDES),FINISH TO MATCH STOREFROM ,TYP. ORIENTATION ARE SUCH THAT TOSS REQUIRES THAT A VESTIBULE IS TO BE PROVIDED, CONFIRM THIS REQUIREMENT THROUGH THE ASSIGNED ROSS DESIGN MANAGER. I ��EXTERIQR STOREFRONT ELEVATION W/ VESTIBULE ENTRY 2 INTERIOR VESTIBULE ELEVATION a INTERIOR VESTIBULE ELEVATION 4 ROSS REQUIRED VESTIBULE MAP �� A1.2 SCALE: 1/8" = 1'-0" A1.2 SCALE: 1/8" = 1'-0" A1.2 SCALE: 1/8" = 1'-0" A .2 SCALE: N.T.S. — �, THE QERFIGURATIIN OF THE FROM ENO UPI REGISTERS AND WING WALLS DULL BE INITIALED ON A SITE SPECIFIC BASS, THE THE A CONFIGURATION WIND BE FINAL ON THE IGU TENANT PLAN AND THE FINAL W CONFIGURATION ON THE RA1 AISLE PUN. Q z'a POWER POLE HT-O• v 1 Z FRONT END COUNTER SET AND 0 INSTALLATION INCLUDING'PLUG-IN' � CONNECTION TO'FASTIANE'SYSTEM S BY Ll � TOSS STORE PLANNING MILLWORK VENDOR --------- H -- - -- - - - - - `.J ACO�CCEWTTHHLA�PNVMFDNerTAILED -------- -- - -- 04 ROSS Go STORE PLANNIN AND AVAILABLE THROUGH W THE ROSS C.R. 0 Z 0 MDB SEE SHT E3.0 W t2POWER POLE L_J 2 2 EXTERIOR HURRICANE SHUTTERS WHERE REQUIRED.SEE NOTE ALIGN SALES FLOOR ADGN © A 8.2/GI.I A1. NTERIOR SECURITY SHUTTERS TY -TH 4_II• WHERE REWIRED BY SITE SPECIFIC+12'ABOVE CWG,J-BOX WNDITIDNS.SEE DOOR SCHEDULE 12AV,20 AMP,POWER ABA AND SITE SPECIFIC TENANT N POINT FOR DOORS(VL),U VESITWLL PUN AND INSTALLED BY TOSS LP GRAND�CE"HELIX"HIGH TRAFFIC ENTRANCE I. 22 :. - 13-6"� >Y FLOOR OVER SUP RESISTANT VCT WITH HEUX _ Zt VINYL GRID(230 BLACK)DESIGNSTEP ENTRANCE CARPET(1YROlIGHT IRON)AND TEMPORARY PA TECTIONN PROVIDED BY G.C,SEE CRITERIA SHEET ' G1.1 NOTE 5,10 rRartoE saN'�oaas ro sdWN UNMOD — _ —___ �� WHEN I-DING s Occua CENTERUNE OF VESTIBULE �ILaWE sIL%T15 DDOR TO u CENTERLINE OF VESTIBULE CENTERLINE OF VESTIBULE 1 _ WHOH RIR 12 cuY 33 55 1 (3)2x4 RECESSED FLUORESCENT LIGHT FIXTURES AT co SALES VESTIBULE T4 ENTRY VESTIBULE TO CATCH 2%4 FLUORESCENT LIGHT 117 CLEAR ALUMINUM COLUMN HOVER FlJ( FIN NRES AT SALES FLOOR.CENTER IN VESTIBULE UNDER GRAND ENTRANCE �T.C� 70 MATCHCH STOREFRONT SYSTEM(EACH SIDE) SUSPENDED GYPSUM COILING PAINTED SHERWIN �'� FLOUR SYSTEM - _ •' Y \e� 1O •• WIUUAMS 07005"PURE WHITE*.SEE SHEET AB.O \ - J ROOM FINISH§MATERIAL NOTE/5. e IwuNcs s sroPs INSTALLED BY I� .TOSS(WI ALLOWANCE) L II �J a Lu o �=T=•— CYLINDRICAL TRASH RECEPTACLE BY G.C.: \ — DUR4 AAT STONE,MODEL S-1R-D-S-18-IX-STANDARD-CHARCOAL, Z ® \�\ ('� 1\ ® EXPOSED AGO.FINISH(6 WEEK LEAD TIME), O / ce) A CENTER STANDARD TRASH RECEPTACLE MAY BE APPROVED ON A CASE BY CASE BASIS BY Q M QO THE ROSS C.R. . O O Iunrc�mno 1�) Z C/) w'yNm Q LA 4 Q Q o -—-—-—-—-—-—-—-— -- - - - - - � -----------------� -- V Z Q o a LEADER AND 06CRIPTION NOTES FOR FRONT-ENO `s/ J SET-UP INCLUDING POWER,FA5MNE,SK;NAL,PHONE AND EAS CAN BE FOUND ON PUN SHEET A1.0, SEE A2.0 FOR REFLECTED O LEADER AND CRZON ONN PSUNiORFRONi-END POWER SIGNAL AND TELEPHONE PLAN SHEET E3.0 SEf-UP'ASINCAN BE FOUND CLUDING POWER, PLAN SHEET SIGNAL,PHONE ® W J AND EAS SHEEP E1S1.0. CERING PUW LEGEND POWER SIGNAL AND TELEPHONE PUN SHEET ESO ; J AND FAS SHEEP FA51.0. It! s VESTIBULE POWER, SIGNAL, & TELEPHONE PLAN 6 VESTIBULE REFLECTED CEILING PLAN VESTIBULE PLAN J Lo Z N A1.2 SCALE: 1/8" = 1'-0" A1.2 AL2 - / SCALE: 1/8' = 1'-0' SCALE: 1/8" N LL .`m CD Z Z f / ) W � V 1 1 n K N VESTIBULE PLAN NOTES J 1. A TOSS VESTIBULE S ALWAYS REWIRED IN THE SHADED REGIONS AS INDICATED IN CF"' DETAIL 4/A1.2 ANO WHERE CODE OR ENVIRONMENTAL CONDITIONS DICTATE USE ON A CASE BY CASE 8AS15,CONSULT WITH ROSS DESIGN MANAGER. STE-SPECIFIC CONDITIONS MAY MODIFY to REQUIREMENTS O 2. CHECKOUTS(INCLUDNG ASSOCIATED POWER POLES k TELEPHONES)SHOWN FOR CONCEPT SCOPE OF WORK ONLY.LOCATION AND DIMENSION WILL BE PROVIDED ON RA-1 AISLE PUN, N'1 CHECKOUTS PROVIDED AND INSTALLED BY ROSS FIXTURE VENDOR.G.C.TO HARDWIRE IF REWIRED BY LOCAL GOOF,SEE G1,1 SECTION 12 3. HVAC CRITERIA THE ENTRY VESTIBULE IS TO HAVE A TEMPERATURE CONTROLLED SUB-ZONE w PROVIDED BY SEtf-CONTAINED VAy CHANGEOVER TYPE CONTROLLED CBUNG SUPPLY DIFFUSERS: THERMAFUSER TYR TF-HC'. SET CHANGEOVER THERMOSTAT SETTING 74 DEG. Y F$HRENHEIT FOR COOLING AND 65 DEG,FAHRENHET FOR HEATING. LOCATE 0 CENTER BETWEEN 2A4 RECESSED FLUORESCENT LIGHT FIXTURES. d Z }O} Z U M rn Project number 5116 Drawn by RMJ 0 ChecKBd by RMJ J0 -Al l a Print Date: 11/6/2014 JAR CENSED ARCHITECTITECT FUNCTION OF SPACE 155332 AR z 7 81 Generated by COM check-Web Software MERCANTILE......................................00CUPANCY 1:60 SF Envelope Compliance Certificate T � ASSEMBLY UNCONCENTRATED.....OCCUPANCY 1:15 SF 20091ECC ���-----i--- ---)-- STORAGE/STOCK/SHIPPING............000UPANCY 1:300 SF Section 1:Project Information __ _ I z LU Project Type:New Construction six[xui Project Title BUSINESS....... .....................00CUPANCY 1:100 SF Construction Site: Owner/Agent: Designer/Contractor: 22 (w,D) 19452 Blue Lakes Blvd Riley Jar tt - I I Q O Twin Falls,leano e3301 27 Denary potation Per Table 1004.1.2 of the IBC 2]J3EP fy5 Way Soho 300 rn— Sall Lake City,Utah 84109 N= R R5.7770 SYMBOLS R JAflRETT®WOODBURYCORP.DOM. Q Section 2:General Information O Q? s nn m Climate Lo :0 5b fo(weamerdata): Twin Fans,Idaho Climate Zone: OCC MAXIMUM OCCUPANT LOAD I 1..1.. O¢ o d's u• O d U Building Space Conditioning Type(sj: Nonresidential 32 R. �MINIMUM RED.EXIT WIDTH Venial Glazing]Wall Area Pct.: 4% 88 P. f—EXIT WIDTH PROVIDED06 fin to rn Activity Tveelal Floor Aree I , I _ _--_ 00 2 J Single Level Retail(Retail) 25000 �U �N N INSTALL FIRE �LL L_— —_— ———— — ——— — _ _ — — — — THE Section 3:Requirements Checklist oFEK LOCATIONS DENT IED Climate•Specific'Requirements: nn4c eau Component NarneM Ipllon Gross Cevlty Cont, Proposed Budget 10s Arta or Ft-Value R-Value U-Factor U-Factoriui I � � Flop Unheated Slab On G ode,Horizontal with vrtical3 it. Perlme„662 r 10.0 I LJ Ext. rail(Wst):Carrier,Block,Sin Solid GroaedL Density 3380 13.0 0.0 0.132 0.090 1 � ExF I g Metal z Wal(North WesO Concrete Block Sin,Solid Grouted,Ught 576 13.0 0.0 0.132 0,090 Density,Fuing:Meta IIIIIj — I I Door 5:Uninsulated Double-Layer Metal,Swinging 21 — 11200. 0.700 l zan I I Ent Wall(West NorthL Canter,Block a.,Solid Grouted.Ught 576 13.0 0.0 0.132 0.090 o ESrtNOs I I I I D Ity Furring:M.mI rl Ext.Wall(North Trash)Concrete Biloxi,8.,Solid Grouled.Ught 576 13.0 00. 0,132. 0.090 I LU Density,F.Ing:Metal I I I Door 4:UnlnaWated Double-Layer Metal,Swinging 21 --- -- 1200 0.700 Door 17:Uninsulated Double-Layer Metal,Swinging 12 .0 1.200 0.79' —— •Y.,y Exf.Wag(West North):Concrete Block,Sin.,Solid Gmuted,Light 300 13.0 0.0 ,:1. 0.090 YFNS Density,Furring:Metal EXt.Wall(Most Northern)'Concrete BlocK81:;Solid Grouted,Ught 528 13,0 0.0. 0.132 00W Density,Furring.Metal J Ext.Wall Cock)t Concrete Block,8'm Sold Grouted,Ught Density, 300 13.0 0.0. 0A32 0,090 I Z Furring,Metal 11 Door(DockA16):Insulated Metal,Non-Swmgir,g 72 --- - 0.650 0.500 - I I I 1 — Exl Well(North along dock);Concrete Black,81m,Solid 1872. 13.0 0o 0.132 0.090 G outed,Ught Dimelty,F trig',Metal 0 W Protect Tiller------ Report date:1020114. I Q Data Ilioname: Page 1 0l 2 I Z g 6 I 0 I � Ext.Wall(East):Concrete Black,Bin.,.SOM Grouted,Ught Density, 3912 13.0 0.0 0A32 0090 I I Flirting:Metal — — — Ed.Wall(South):Consist.Black,sun,,Said GroutedLight Density 3720 13.0 0.0 0,132 0.090 ( I I I Fur:Unfroetal C Door 17:Uninsulated Double-Layer Metal,Swinging 21 1.200 0.700 _ 1 — Window(Enhance):,Pert.Type:Eamigy,pole default,Double 584 -- -- 0.800 0450 ~ I — — ■ _ — — — — — — — Pane,Clear,SHGC 0.70 I I I Roof:lnsulation Entirely Above Deck 25000 354 0.028. 0.048 I tat Budget U-laaors are used for software baseline calculations ONLY,and are not code requirements. \� 14 I ' Air Leakage,Component Certification,and Vapor Retarder Requirements: O —— `J Ll 1.All olnts and penetrations are caulked,gasketed or covered with a moisture v wrapping r j p spot-permeable wra n materiel Installed in eccortlence — _ _ oIIwith the manufacturer's installation instructions. Windows.doors,end skylights certified as meeting leakage requirements. tJ 3,Component R-values S U.factors labeled as cer ied. I I Ll 4.No roof insulation is installed on a suspended ceiling with removable calling panels. �.t 5.'Other'components have supporting documentation for proposed U-Factors. (�6 Insulation installed according to manufacturers instructions,in substantial contact with the surface being insulated,and in a manner that I caniev..the rated 9-value,without compressing the Insuimion, rfeem0 Q 7.Stair,elevator shaft vents,and other outdoor air intake and exhaust openings to the building envelope are equipped with motorized. iffe— damp rdo I�8.Cargo tloors and tootling dank doors are weather sealed L,9.Recessed lighting fixtures installed In the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk, I I 1 1 e fJ 10 Wilding t nee doors have a vestibule equipped with self-closing devices. o s e E ethane IJ Building entrances with hwalving doors. J4/1 J D t intended to be used as a building enhance A LJ D s that open directly from a space less man 3000 sq ft.in area Ll Doors used primarily to hipbone vehicular movement or matodals handling and adjacent personnel doors. Q_�I 0 Doors opening directly from a sleepingdwelliag unh. I I Section 4:Compliance Statement Corrinum,e Statement The proposed enveicpe deslgn represented in this document is consistent with the building plans,sinalllW6ons and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 20091ECC - \ NOTE: IXTURE LAYOUT SHOWN IS APPROXIMATE, EXACT Q O requirements in COMchack-Web and to cemplywhh the mandatory requirements in the Requirements Checklist IXTURE PLAN TO BE COMPLETED BY ROSS STORES, INC. z M Riley Jarrett-Building Designer 10/20/2014 AFTER ISSUE OF PERMIT. ® J cy) Name-Title signature Date 0. rye CO Name Z U) W O 7)Portable Fire Extinguishers(A3.3) j Q //\ Q S.Install portable fire extinguishers to meet the requirements of NFPA 10.The travel distance from an extinguisher - {/lemew�/ J shall not exceed 75 feet.The extinguisher shall be mounted in a conspicuous location,unobstructed and obscured from view. ® W J i J - / Cl) m LL z Ln CLD o o � F O ProlectTHIS: _ Report sate 10120,14 Z l ) Data 9lename: Page 2 cl 2 MPC W Iffeas N W N O /�!}�� W H Z Z H N d Z O } Z Q Ties U o Project number 5116 0 rn Drawn by RMJ I Checked by RMJ 0 z rt, a w c� aI I Print Date: 11/6/2014 NEW W, F3 No N kill lit NE001 mill VAS 3 l a L IF Ell opojo e ME W1 I DINI 4 LICENSED ED ARCHAECT ON LOGO SIGNIAGE. v ==== ===-== _ ------�-----_-_- -------_- . . ----------------------_rrYn YYwY-. i `-----------------................... — / ` r -----•------------------- t ------- ----- / © ______ _ _ _ °..tea"" Kwr k::' ",. 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DIZED t�'I��I� � ® '�.Y�S ICI■Il�i����_:.—����------------- ����.>•■ ••- , • SU a.Buildings shall have approved address numbers,or approved building Identification placed in a position that is P11 inly legible,visible from the street or frontage road fronting the property and of a contrasting color(IFc sos.1). b.Address size is based on distance from the street:up to 50 ft.is 4 in.,51 to 100 ft.is 6 in.,101 to 150 ft.is 8 In., a .---------� o ir' • N ---------_/ , \ ter•My�.;1; � I. 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RANTING MUST NOT OBSTRUCT ACCES! S -TK PRODUCTS; 2.ALL PROM CHANCES(INIF MUIN DIMEN IONS,CONFIGURATION,COLORS,AND REQUIRED AND IS TO BE ,CIRCUITEDII 1 AREA PANELS. AN MUST NOT OBSTRUCT VISIBILITY OF THE STOREFRONT OR SIGNING. PLANTINGS RELATED TO TOW SPACES ARE M AIO(U)TIOAND UENIFORM APPEAIRANCF�*RECESSED 1�,SOURCE. MATERIALS ARE TO BE WE I WITH ROSS STORE DESIGN WRIN EACH CATEGORY THE UGHTING IS TO BE UNIFORM THROUGHOUT THE TO BE TREATED UNIFORMLY THROUGHOUT THE CENTER IN BOTH TYPES AND QUANTMES, ...G) REPRESENTATIVE NO EXCEPTIONS. SHOPPING CENTER IN LEVEL AND TYPE. IN NO CASE SHALL THE SIDE AU(k LESS UCrS CIRCULATI N AND PARKING LIGHTING IN THE=F ORE 10.UNLESS SPECIFICALLY APPROVED OTHERWISE WRITING THE r N E Mr 15.IF THE SIGNAGE PROPOSED IN THIS DRAWING IS ALTERED BY THE ACTION OF LOCAL COVERNMENTAL AUTHORITY, assessesses I___ MAIN BODY WALLS-8X8XI6 SPLIT FACED CMU-COLOR TO MATCH'INTERACTIVE 3 DO NOT USE THIS DRAWING FOR SIGNING PURPOSES.SIGNING IS SHOWN FOR THAN ANAVERAGE 5 FOOT CANDLES WITH A I MLE111 NOWHERE ELEVATION IS NOT TO BE IN AN INFERIOR POSITION RELATIVE TO EIGHT ROSS STORES INC.RESERVES THE RIGHT,AT NO COST,ALTER THE ARCHITECTURAL FEATURES TO BEST CbNCEPT ONLY.ACTUAL SIGNING CONFIGURATION IS GOVERNED: Issessessess EIFS 04 ENTRY FEATURES. UIDERS&BASE ARCHITECTURAL • :I SUBMITTED AS A GUIDE FOR THE PREPARATION OF LANDI ELEVATION -: 1 . CONE. , INTERSTATE____EY 4.THIS APPROVED SIGNING DRAWINGS.LEASE EXHIBIT 7.INCLUDE PLYWOOD MING BEHIND OTHER TOW. 11. ,LANDLORDS : •'I EXCEED ARCHITECT 'Drawn by RMJ 33%OF THE CONE.LANDSCAPING IS TO BE PRUNED AND KRINED IN AN OPEN 17.THE LANDLORD MUST MAINTAIN AT THE JOB SITE FOR REFERENCE THROUGHOUT THE PROJECT BY THE ROSS I.4a[III :. a «L . 11112.ROSS RAS PROPOSED LIGHT REFLECTIVE VALUES FOR FINISHES ON THE ELEVATION. DO unoN REPREs ATVE, uFAcTuRER s SAMPLES OF APPROVED EXTERIOR COLORS AND Chec,ked by RMJ : DESIGNED,•., . .• ' ,- �%- 0 L . i i 1 . ']CONTRIBUTIONS 'I I ]- I - -• il6 NO OBJECT CREATING AN OBSTRUCTION TO CIRCULATION OR TO Vn.BILITYIS TO BE 8Ia8=16 HONED FACE CMU-COLOR TO MATCH"INERACTIVE CREAM'(SW 6113) 1- EXCEPTIONS. LICENSED ARCHITECT AR-1532 `1' L NN S.WOODBU Q Q Q Q Q Q Q �Z �0 IC2< o� OyuI 126'-0• I I 128'-0" I I I 126'-0. � 124'-3• I 123'-0• 123'-10• 123'-0" 124'-3" O a O�, c o,E5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - � 00� i 3� rdr ___----- 1o,_0. I I I 1 w 98'-0• Q g g � NORTH ELEVATION 0 A3.1 SCALE: 1/8" = 1'-0" rL co w 0 z 0 of I I I I I 3.1 I I I BFS CORNICE,MOL 4 BPS PRIMARY FEATURE i ' ' 4'-0' r-w I I I I I RETURN REQUIRED 137'-0• ------ I I II 5 I 128'-0 I I 128'-0• ROOF LINE 0126'-5" I i i I I ROOF LINE®124'+3" i _ _ _ _ _ _ _ a- 4 _ W .VeP 2 113'-6' rT055 BFS 3•RADIUS IIALF-ROUND NOSING. i ZO 0 j co o oo'-o" ---- m 00 — I I I I ---- Z > co DOUBLE-FACED ILLUMINATED UNDER CANOPY LOGO 98-0• CD 6 SIGN. G.C.TO PROVIDE 120Y PRIMARY ELECTRICAL I I I I W SERVICE AND J-BOX ABOVE CEILING AND WITHINN L_______________________ _______________ _______J LU S. Q 0 5'-0.OF SIGN;COORDINATE STRUCTURAL SUPPORT z WRH RO55 SIGN CONSULTANT(BMA) I I I ILu Q 1 E ST ELEVATION i A3.1 SCAT : 1/8" = 1'—O" Ike �/1, O m < Lo z COLOR LEGEND BY LRV% (LRV%=LIGHT REFLECTIVE VALUE) _I W THESE COLORS ARE BASED ON THE SHERWN-WILLIAMS INTERIOR COLOR V)) CC'" DECK•THEY REPRESENT TONE AND VALUE BY LRV%ONLY ACTUAL UA'ISLL AFFECTED BY THE SURFACE APPLICATION AND TEXTURE HEAVY TEXTURE X L� SURFACES MUST BE LIGHTENED TO GIVE EOUNALENT LRV LEVELS. W z EFS TEXTURE TO MATCH 130 STOUT 1.0 UNLESS OTHERWISE NOTED w COLORS: o sN0. COLOR NAME SW NUMBER STRIP LRV% L 1O ANTIQUE WHITE SW 6119 C 74% r TATAMI TAN SW 6116 17 AL L7 30$ N INTERACTIVE CREAM SW 6113 16 63% 4 GRAY AREA SW 7052 16 39% 5 RUST COLORED COPING 6 ARCHITECTURAL CONCRETE BLUE IDENTITY BANDS:TK PRODUCTS•,K 6010-40"COLOR PMS 30D"ROSS BLUE" MATTE w SMOOTH NISH AND NIORMuAPPEARANCNT OVER RE ESSEDAtE SOURCE EIFS SUBSTRATE PRODUCTS: A Y O MBOULIXACTKMPIKE ROULKA TS, NL 1-800-441-2129;EMAIL a ® MAN BODY WALLS-8XBX16 SPLIT FACED CMU-COLOR TO MATCH INTERACTIVE z CREAM"(SW 6113) O WEY ERS&LEASE ARCHITECTURAL-INTERSTATE BRICK-4X4X16 U M ® CAST STONE CAP Project number 5116 m oP Drewn by RMJ RXBX16 HONED FACE CMU-COLOR TO MATCH INTERACINE CREAM'(SW 6113) Checked by RMJ O BXBX16 STANDARD GRAY CMU Al 1 w a Print Date: 11/6/2014 LICENSED ARCHITECT TOILET ACCESSORIES AR-1532 ho6: 1.TOILET ROOM CONFIGURATION,FIXTURE COUNTS,MOUNTING HEIGHTS,AND CLEARANCES MAY NOT MEET THE PROVISOS OF THE APPLICABLE BSI 4 CODES WHERE THE PROTECT SPORE IS TO BE CONSTRUCTED. D IS THE RESPoNSIBILItt OF THE ARCHITECT-OF-RECORD 10 INSURE COMPLIANCE L NN S.V✓OODBUR 1'* SHELL ALLOWANCE WITH All APPLICABLE CODES. IF CHANGES ARE REQUIRED TO BE MADE IN THE ROSS CONFIGURATIONS AND REWIREMENTS WE TO THE STATE OF DAB '� 5"FURRING ALLOWANCE PROVISIONS OF TKWSE CODES,THEN YW MUST NOTIFY AND CONSULT WITH THE ASSIGNED ROSS STORE DESIGN REPRESENTATIVE IN THE MAKING OF THOSE CHANGES, COUNTERTOP 0 30'A.F.F.BY ROSS EQUIPMENT RACK BY RO 2.UNLESS OTHERWISE NOTED,ALL TOILET ROOM ACCESSORIES ARE BY BOBRICK.GENERAL CONTRACTOR SR41 PROVIDE AND INSTALL ALL TOILET 14 (WI ALLOWANCE) y 14 ACCESSORIES AR NOTED. p A5.1 CASH OFFICE COMPUTER(BOSS LT.) SHELF BYOROSS 50'AFIF. A5.1 ITEM DESCRIPTION MANUFACTURER'S REM NUMBER VENDING MACHINE BY ROSS 2000 LB.SAE BY BOSS '_0`SHELVES BY ROS O SURFACE MOUNTED TOILET SEAT COVER DISPENSER B-221 O 40"MAIL AF,F.TO HIGHEST DISPENSER PART ; j i 20 0 O SURFACE MOUNTED SOAP DISPENSER PROVIDED AI4O INSTALLED BY BOSS STORES DOI 7 I Y , I i -- - -T-� ;1 DESIGN I j----I ( B 40"MAX A.F.F.TO HIGHEST OPERABLE PART r g I �I I L L----,r- SURFACE MWM FR TOILED TISSUE DISPENSER B-2892 JUMBO V j CABINET AND SINK SI�PUED I fi Y4"�_�/i EQUIPMENT 1 © FTLOM FROND EDGE OF TOILET SAT AND 19'MIN.A.F.F.FROM THE BOTTOM Q a N 8 AND INSTALLED BY G.C, CASH OFFICE' CLOBET j SURFACE MOUNTED SANITARY NAPKIN DISPOSAL 8-270 Q p r$ 1 105 110 j I Q 4OO MAX A.F.F.TO HIGHEST OPERABLE PART REFRIGERATOR BY ROSS - 2 I I OMEN'S TOILET ROOM ONLY) _¢ i 12 4'-0`SHE. 1 �' O >w I 80"AF.F., AS. o 14 I , ,A5.1 I I S.S.GRAB BARS WRTKT CONCEALED INTUITING B-6806 W/ A5.1 I 1 BY ROSS In J y� L-T OE MDUFNIED 33'TO CENTER LINE A.F.F.,BOTH BARS TO BE MOUNTED 12"MAX.FROM 2662 ANCHOR PLATES p MINIMUM 10 CAL a KW ELECTRIC WATER HEATER w COMMON CORNER,SIDE BAR TO BE 42'MIN.LONG WITIi THE FRONT ENO TO IXIENO p¢- UNLESS HEALTH CODE REWIRES URGER. 4'-0WALL'PANELS RD `� Og t0_ 1 24'BEYOND FRONT EDGE OF TOILET SEAT,BACK BAR TO BE 36"MIN.LONG ®� 'PLANE WHITE"SW �l \ 8 MIRROR W/S.S.FAME,18`x36%BOTTOM EDGE OF REFLECTIVE SURFACE 0 40'MAX. SENTRY MODEL SMSI636 WITH 5 Uj Zd AFF LIE 1_FRS. 7005 PAINT A4.0 / \ p5.1 OFFICE O A.F.F.;CLEAR GAUU(MIRROR TO FRP WALL,(MIRRORS AND PROVIDED IN THE WOMEN'S REPLACEMENT ANTI GRAFFITI PLE7II-SHIELDS ABOVE. O i \ 19 TOILET ROOM ONLY;IN THE MEWS TOILED ROOM.) rO1 Y N N m c� co 6 �U HAND DRYER,SEINE-RECESSED,'PROJECTION MAX.A.F.F.TO BOTTOM WHITEI.AI DRYER E%fREMFAIR EXT7-M(STEAL 26 C4 DAY,METAL STRAP,WRAP ONCE AROUND - --� -T 15 \\ / I I ¢ © OF BACK(PLATE,4'MAX.PROTECTION WHILE WIIKR ADA-W RECESS KIT(SEE AOO WATER HEATER AND SECURE TO WALL 1 A51 I CHECKERBOARD PATTERN TO BACKSIDE OF JAMB II \ / TIME MIST DISPENSER-SEE SHE 0 ADD F RA.F.F.0 II i -Iii LOCKER ROOM Q (SOURCE BUNZL RETAIL.SEE SHEET AD.O FOR CONTACT INFO.) 1 TABLES AND CHAIRS J`J 109 ® I BUSINESS OFFICE COMPUTER TOILET ROOM PARITiIONS: SHEET METAL PAN BY ROSS ------------1 18'x48' ,rlr__ '� (ROSS LT.) 0 ACCESSIBLE STALL DOOR TO BE EQUIPPED WITH AUTOMATIC-CLOSING DEICE,A CLUB 'a OPENING WIDTH OF 34"WITH THE DOOR POSITIONED AT 9B fROW ITS CLOSED POSITION, BOBRICK,DURAUNE SERIES 1082,87 6/8"WATER RESISTANT PLYWOOD,AT FACE&EDGE BY ROBS \I\`\ IL-Jrr 3'-0'SHELF O 60 AF.F.BY BOSS EQUIPPED WITH A LOOP OR OVERHEAD BRACm,INSTITUTIONAL HARDWARE AND THE INSIDE AND OUTSDE OF THE DOOR IS TO BE W BAND,PAINTED I U-BHAPED HANDLE IMMEDIATELY BELOW THE LATCH,THE LATCH HARDWARE SHALL NOT COLOR:P-500 BLACK STAR" 3 =i I REQUIRE THE USER TO GRASP OR TWIST IN ORDER TO OPERATE DOOR STOPS ALL ALL PARTITION DOORS Ir--F-- PROCESS I -.- - U A5.1 U I 1 B ROOM COMPUTER STAND -�T��a� __� MANAGER'S DMPER CHANGING STATION BY ROSS 1 1 OFFICE I A5.1 ,pp O WHEN OPEN TOP OF TABLE TO BE 34"MAX,AF.F. 2'%4'MAXIMUM 6'-0'SPAN,SAS FINISH GRADE ' i Tom- (SOURCE:GA.NCO,SEE SHEET AO.0 FOR CONTACT INFO.) TICS-I WOOD,PRIMED AND PAINTED 1 i TRASH CAN BY BOSS I b CABINET BY I BRACKETED SHELF COAT RACK BY ROSS� -- --- I FIXTURE &SHEET NOTES II\ LP MONITOR(ROSS LOSS PREVENTION) Lu r COUNTERTOP 0 3D'A.F.F.BY ROSS(LHI ALLOWANCE) MQIES I- ,.1 FRP PANELING FLOOR TO CEILING AT ALL WALLS /-BY ROSS LOCKERS Q 1.THE TOILET ROOM PUN ON THIS SHEET IS SHOWN FOR CONCEPT AND MAY NOT MATCH THE SITE SPECIFIC PLAN. IF THAT IS THE CASE,THE 7 AND AT UNDERSIDE OF SHELF f----- -T-------t 1 1 DRAWINGS ON INKS SHEET ARETO BE USED AS A WIDE TO OUR PROTOTYPICAL REQUIREMENTS WHEN PREPARING THE SITE SPECIFIC TOILET ROOM 3'-0'SHELF O 60 OFF.BY ROSS AWNS,E]FVAT NS AND DETAILS. I, ( TIBIAL TO SINK 1A ACCESSIBLL WATER CLOSET:KOHLER HKNHCRESi TOLLLT N-4302(i.6 GAF)WPM K-4670-C SUT AND SLOAN ROYAL 110 EXPOSED FLUSH jl FILE CABINET BY BOSS VALVE(3.6 GAF) WITH VACUUM BRFAXER AND STOP. ARCHITECT OF RECORD TO CONFIRM COMPLLAICE WITH ALL LOCAL WATER LASER PRINTER(ROSS OAS) CONSERVATION REQUIREMENTS AND PROPOSE SUBSTITUTIONS IF REQUIRED,HBGHr Z TO BE 18 1/2"MEASURED TO THE TOP OF THE TOILET O SEAT,CONTROLS TO BE NO MORE THAN 44"ABOVE THE FLOOR WITH A MAXIMUM 5-POUND-FORCE REQ'D FOR ACTIVATION FULISH VALVE 4 WATER HEATER SHELF A ENLARGED OFFICE G R 0 U P PLAN B AND PROPOSE MEWS SUB IIETUTIIOOWLDNSSIFPRREQ REQUIRED (�BRECORD�TO CONFIRM COMP WCE WITH SLOANuR0i 1�ATEIXRPoCOt�SERVAnON REQUIREMEN S 0 A4.0 SCALE: 1 1/2" = 1'-0" A4.0 SCALE: 1 4' = 1'-0" RESTROOM LAVATORY:AMERICAN STANDARD,LUCERNE�0355.012 WHITE,WITH HERITAGE CENTERSED FAUCIT 6402.172V.002 WITH WRIST 0 / / HANDLES.FAUCET CONDROLS SHALL BE OPERABLE P""ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHINNNG OR TWISTING OF THE WRIST WITH A MAXIMUM 5-POUND-FORCE READ FOR ACiNATIO;ALL LAVATORIES TU BE MOUNTED WITH THE RI(1 34'MAIL,A.F.F., Z KNEE CLEARANCE BELOW THE LAVATORY SHALL EXTEND 30'MIN•IN T/IDTH AND 17"MIN.IN DEP1H,HDT WATER AND DRWN PIPES UNDER Q ALL LAVATORIES SHALL BE INSULATED WITH TRUBRO UVGUARD DEVICE OR APPROVED EQUAL(PIPE WRAP IS NOT ALLOWED);THERE SHALL N BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES v) -_` --r- ❑3 URINAL AMERICAN STANDARD,ALUMOOK 6541.132 WHITE RIM TO PROJECT 14"MIN.AND 17"MAX.FROM WALL AND 17'MAX.A.F.F. � B ® JANITOR CLOSET SERVICE SINK:FLORESTONE MODEL#91 36'X 24'X 12"WITH STAINLESS STEEL CAP,FAUCET:CENTRAL BRASS oB \1 AS 1 \\\ I" 00054-YELSRO-Q SERVICE SINK FAUCET. -J }I e _J 1 � DRINKING FOUNTAIN:HALSEY-TAYLOR BARRIER-FREE HACBFSBL-Q AAA CHILD SS ELECTRIC WATER COOLER TWIN NO SUBSTITUTION- ��+- F-__I'g ft---� �___ INSTALLED WITH ORIFICE AT+34'(LOW)AND Mi'(HIGH) q'_g• C- r p w r rk g ELECTRIC 4 KW/10 QUICK RECOVERY GA10N WATER NEATER. HOT WATER HEATER MUST NOT EXCEED 60 FEET FROM HEATER TO TAP. INSTAL ROOM CUBICLES PROVIDED AND I \ L �� \ L � ALL HOT.ATER LINES MUST BE INSULATED. SEE 4/A4.0 FOR WATQt HEATER SHELF. CONFIRM 7HAT SIZE MATCHES OR EXCEEDS CODE INSTALLED BY BOSS AFTER TURNOVER \\ \\ P \\ \ P MINIMUM. UNDER WI ALLOWANCE S1y^.I 3'_g• \ moK 3'_g• \ I FITTING ROOM LOCKER ROOM SINK-FLCAY GECR2521 STAINLESS STEEL SINK W/UNDERSFAL; AMERICAN STANDARD,HERITAGE 7400,172H.002 FAUCET Irm >_� IN. _J I. ,,yI-- -J CUBICLES 7 W/WRIST RUDE HANDLES,FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING -- a Jj�-.r- --- PROVIDED AND OR TWISTING OF THE WRIST W7M A MAXIMUM 5-POUND-FORCE REO'D FOR ACTIVATION SINK TO BE MOUNTED WITH THE COUNTER EDGE I \ r o INSTALLED AFTER 34'MA%A.F.F.,KNEE CLEARANCE BELOW THE COUNTER SHALL E%IEND 30"MIN.IN WIDTH AND 17'MIN.IN DEPTH,HOT WATER AND L L lM L DRAIN PIPES UNDER THE COUNTER SHALL BE INSULATED OR OTHERWISE COVERED,THERE SHALL BE NO SHARP OR ABRASIVE SURFACES J \ �+II TURNOVER UNDER UNDER THE ABINEF I 1 oI �, \\ P \ r LHI ALLOWANCE h -- - --- i- SIDE SPLASH NEXT TO WALL 1 n -F_ C=J-L J I---��J_ MARBLE THRESHOLD,DAL-TILEFRA.L-TILE CARR WOMEN'S IflID"SPz" FITTING ROOM __� 30A9 FINISH LEGEND P1AJJ S.S.SINK BY G.C. 7 2,-0. 107 / L�_ HOLE FIELD CUT BY G.C. -_ _ _-___-_ _-_-��-_-_�__ SEE SHEET A6.0 FOR ADDITIONAL FINISH AND MATERIAL NOTES INSTALLED O BY G.C. - VCT"A r FINAL CONNECTION BY G.C. NOTE:WALL DIMENSIONS ARE GIVEN HERE AS s 12 n //r I ACCESSIBLE )I q" a PANT SHERWIN WILLIAMS�7005'PURE WRIRC SATIN FINISH LINE OF UPPER CABINETS ALLOWANCES AND MUST BE ADJUSTED BY THE / g Sfi i ARCHITECT-OF-RECORD, REFLECT ACTUAL a -, m A51 B CONSTRUCTION DETAILING, THE INTERIOR ROOM "PE P PANT SHERWIN WILLIAMS'BOSS INTERIOR BLUE" PUN DIMENSIONS ARE CRITICAL AND MUSE BIN I IZ \\ 3 IN, IJA - 2 2'-0' 2'-6' MAINTAINED IC EN 1/2"OF THOSE GIVEN N I/ n SITE-SPECIFIC IEINAMT'S PLAN,CONSTRUCTION II � TYPICAL \L- L'^•'^"^•'^'^"""•^•'^••^••^••^^"••"••"••^••"zO IA4Y BE REJECTED AT THE SOLE DISCRETION OF •S ACCESSIBLE,- __ PLASTIC AND BAS4TEE WALL CABINET TOP. THE ROSS CONSTRUCTION REPRESENTATIVE IF I CUBICLE -I 6'-0'KORDOARD SPLASH AND BASE CG TYP.U.O,N.WALL PANELS WITH a PANT SHERWIN WILLIAMS'CLEAREST OCEAN BLUE' INTERIOR DIMENSIONS ARE NOT AS REQUIRED. I flJb'SPx"OE\ / 30A92 I 1 PURE WHITE"SW 3 7005 PAINT cn ONE ADJUSTABLE SHELF ii �� �---- B i IRPOVER OVER A-C,G-1 EXTFALL HEIGHT PLYWOOD -- !� --------- RUBBER BASE:JOHNSONTIE/40'BLACK',6' 1� ---- ------ o o OVER M T STUD AND WO FULL HEIGHT OF r� 1 _____ _____ DOOR FRONT-SOLID BACK a .N WALLS AT MESS AND WOMEN'S RESTROOM AND L i; i''R r-------- 1T GFCI OUTLET �I JANITORS CLOSET Q \\ CG 6'-0"CORNER GUARDS ARE TO BE IKKNISTALLED ON ALL EXPOSED OUTSIDE CORNERS OF ALL WALLS AND COLUMNS WITH THE 4'-0'WALL PANNEL TRIM TO CABINET \�� ,'� J MEN'S C=_j y _ I e EXCEPTION OF THE PROCESSING ROO(1/102(STEEL),THE LOCKER ROOM 1109 AND THE OFFICE HALL 1119. FOR INSTALLATION r ----- ----- CONTINUOUS MARBLE THRESHOLD 0 ROOMS ;r FITTING ROOM M ; SEE WALL PANEL 1F/A5.O ;. ALL OUNTED 114,I U &116.FIXTURE NOTE B 106 r---T \\ 1 1 .,':•r"7':':' SOAP DISPENSER I 4'SLUSH LONG REAR+4 1/2"WALL •"''.w�'..,'•`. "•I ':,.. BY Ross L \\� ForER°0M I ". I "t WI 1 1 As.O CG 4'-0'CORNER GUA1tDS ARE TO BE INSTALLED ON ALL EXPOSED OUTSIDE CORNERS OF THE PROCESSING ROOM 1102(STEEL), M RA OF 845E CABINET.SCRIBE TO ''4�;:`'';(;:41.'. WALL MOUNTED Q VCT"A" \\ 1 10H I ; 1 2 THE LOCKER ROOM N109 AND THE OFFICE HALL 1119, FOR INSTALLATION SEE WALL PANEL DETAIL 1F/A5.0. ® J WALL AND CAULK - ,o" TOWEL DISPENSER - SEE DETAIL 1/A5.1 FOR WALL PANEL AT \ M .'': .. BY BOSS FITTING ROOMS,FIRING ROOM FOYER,TOILET _J J�m \\ I j j >_ 0 e" COFFEE MAKER BY ROSS 1 I •w - VAL AND LOCKER ROOM F---Y,�' \ 6'-0"KOROGARD 1 ; µp O o KOROGARD TO CO BEHIND BACK SLUSH r . o L ?� \ WALL PANELS WITH I e KOROCARD VINYL WALL PANELS STANDARD COLOR'SNOW`TEXTURE P1 WJRCELL;THICKNESS:040(1.OMM)INSTALL 6'-0" '^ - #R 'PURE HITS'SW I 1 PANELS UNLESS SPECIFIED OTHERWISE. FOR INSTALLATION SEE WALL PANEL DETAIL 1F/ABO. v/ MICROWAVE BY ROSS ii •: \ s �_��¢ 700s PLANT 1 I 1 11 A 2'-0" I '^ 4'-11' GFCI OUTLET --------- ----------- 1 B DIGITAL WALL GRAPHIC INSTALLED BY BOSS v _ 4'STAINLESS STEEL WIRE PULLS-1YP N 2 EQUAL DRAWER \ 11 I ® W J Z 4M. O NUOUSTOESPACEA WITH 4'RUBBER A5.1'-0'MIN 13'-10 1/2' � BASE,CONTINUOUS AT BOTTOM OF 20 KOROGARD&OORNQt GUARD CONTACT INFORMATION: CALIFORNIA CASTER,CONTACT:TERRf CAVAIN4UGH, COUNTER PHONE: 415-939-6873 J p 2'-6'MIN --- EMAIL• TERRYCOCAUFORNWCASTER.00M w ACCESSIBLE KNEE @ FLOOR CLEARANCE gPRPOE N-SOLID BACK PROVIDE PIPE H W 12 a INTERIOR FINISH NOTES: J LU Lo z Zj4N E OOM o t14 G TOILET1 1HALL . INTERIOR BASE BUILDING PA J PAINT COLOR IS TO BE TO SW 7005 PURE WHITE(THIS INCLUDES THE ELECTRICAL ROOM AND V STOCKROOM;THE DOORS,JAMBS AND WALLS;AND,THE SALES FLOOR WALLS,DOORS AND JAMBS)'PROMAR LATEX WrTH AN j g A F I11 1 , EG-SHEL FINISH UNLESS OTHERWISE SPECIFIED. INTERIOR METAL,FINISH WOODWORK,JAMBS AND DOORS AND ALL PANTED to E 2 VCT"A" SURFACES IN THE RESTROOMS AND JANITOR'S CLOSET ARE TO BE PANTED WITH"PROMAR'ALKYD ENAMEL IN A SEMI-GLOSSLL NOTES, IA ITT D 8 I FINISH. 1.3 PAR PIVOT HINGES PER DOOR A i O i z N 2.ALL PANEL CORES TO BE 3/4"PARTICLE BOARD OR EQUAL 5 3.FIXTURES SHALL CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE OR WOODWORK \ A N INSIIME OF CAUFORNLA:"CUSTOM"GRADE STANDARDS. JI ® 1A I__ ___� e I 4.FINISH TO BE PLASTIC LAMINATE AT ALL EXPOSED SURFACES,INCLUDING BASE I FINISH TO BE PAINT AT ALL SEMI-EXPOSED SURFACES 4 E 3 G N S.PLASTIC LAMINATE TO BE WILEDNART D315-60'PLATINUM" 7 40 C J F 13 a 6.PANT TO MATCH PLASTIC LAMINATE,SEMI-GLOSS. I M 2 LEGEND M 7.MICROWAVE DUPLEX TO BE INSTALLED W/EXTENSION AND W/DEVICE AND COVER ITORIAL N CT❑ RESTROOM PLATE FLUSHED AT FINISHED BACK OF CABINET-SEE ELECT.DWGS. CLOSET 115 p/•� I - -Ili- ------- -- -- - - --+------ R ALLOWANCE BASE BUILDING SHELL-B•ALLOWANCE �d 8.COUNTER AND SINK TO BE COMPLETE AND FUNCTIONING IN EVERY ASPECT AND 4'-0'RICH x 3/4'PLYWOOD WAINSCOT THROUGHOUT THE STOCKROOM,SEE 00 DETAIL AT TIME OF CONSTRUCTION TURNOVER,NO EXCEPTION. - AE-1, L(LAYER:A-LL INSTALLED-WAINSCOT)&1 ROW OF 1X4 ANCHOR I 1 BOARD 1lOUNTED O 87'A.F.F. 9.SEE PUN TO CONFIRM IF COUNTER IS TO BE RIGHT OR LEFT JUSTIFIED(RIGM „ R AIiO NFE META STUD FURRING WITH 5/8"GWB-5' STANDARD ALLOWANCE JUSnFIED SHOWN HERE). LEFT JUSTIFIED IS MIRROR OF THAT SHOWN HERE. I g 6'-0'MIN 13'-6 1/2" BH x 3/4'APA A-D LAYER: BACKBOARD HORIZ(ELECTRICAL RBOR (FULL H _ _ {y HEIGHT AT LADDER LAYER:A-LL INSTALLED-PLYWOOD NON {Y ) YWooD MOUNTING BOARD. I - 1 AREA SHOWN(LAYER:S A-PANONBEARING) FOR FUTURE EXPANSION ----- 3 R01'TS OF!..WOOD NALERS(SALES FLOOR)MOUNTED O 9,48,AND 87` A.F.F,(DYER:A-LL INSTALLED-NAILER) Y # META STUD PARTITION*IN 5/8'GWB EACH SIDE 3-5/8"STUD=8' KOROGARD WALL PANEL MOUNTED TO+8'-0'AF.F.,SEE ROOM FINISH SCHEDULE Q SOD.AUDWAHCCE(6 ALLOWkNCE IF PLYWD BACKING BEHIND GWB);6' d ALL AND NOTE�15 ON A6.0 FOR LOCATIONS Z 6 LOCKER ROOM COUNTER BY GC s ENLARGED RESTROOM & FITTING ROOM PLAN KQROGARD ALL PANEL MOUNTED TON'-0"A.F.F.,SEE ROOM FINISH SCHEDULE A4.O A4.O 1/2'APA CDX PLYWOOD BACKING BEHIND GWB INDICATED BY A 2" AND NOTE 15 ON A6.0 FOR LOCATIONS USCALE: 1/2" = 1'-0" SCALE: 1/4" = 1'-0" POLY-UNE(LAYER:A-WALL-FINISH-01) L 6'-0'*SNOW`EXTRUDED CORNER GUARD U.N.O. POLY-UNE 0 RADOM&JANITORIAL CLOSET WALLS ONLY 5/8'A-C,c-1,EXF-APA PLYWOOD IN UN OF GWB INDICATED BY A 2" Ct - FLOOR FINISH MATERIAL THRESHOLD,SEE EETAtUo AND Am FOR ADDITIONAL rn FINISH Drawn by RMJ (DYER;A-WAN-FINISH-02) Project number 5 1 T� FULL HEIGHT META STUD WALL WI1H GWB BOTH SIDES INFORMATION I (LAYER:A-PATr-FULL HEIGHT) ® Checked by RMJ DOOR SYMBOL-SEE SHEET A6.0 O - - - - FULL HEIGHT(LAYER:AIIY INSULATED AND STILLED MEDAL SM1 FULLHEIG ��Y Z FULL WAN.(LAYER:A-PAR-FULL HEIGHT AND SOUND) AREA LINE(LAYER:A-AREA) C9 a Print Date: 11/6/2014 LICENSED CONCRETE TO BE DOMED FOR I ARCHITECT PROPER WATER RUN OFF AR-1532 CONCRETE TO BE DOMED FOR ' LEGEND 6O .& PIPE FILLED W/ PROPER WATER RUN OFF FROMMELT RAINGUARD RG-3000 WATER CONC. EMBEDDED IN CONIC, DIVERSION HEADER SEAL 845E PAINT: OSHA YELLOW PETERSEN G810"DIAMETER% tANDLLORD IS TO CONFIRM THAT BOTH DOG( 42'HIGH ROUND CONCRETE CODE COMPLIANT SITE ESS AND CIRCULATION ARE S TABLET Ise 1'4 A AL CE 845E BUILDING SHELL=8'ALLOWANCE BOLLARD.COLOR:SAND TAN GALVANIZED STEEL FOR E BY A 65 FOOT SEMI-TRACT 4'-0'HIGH x 3/4'PLYWOOD WAINSCOT THROUGHOUT THE STOCKROOM,SEE L NN S.WOODBUR BITUMINOUS JOINT AROUND PIPE Y FINISH:ETCHED GUARDRAIL 7Ra TRUCK AND TO IA41(E SUCH MODIFICATIONS AR MAY BE NEC TO I �,I BOAR y.L(LAYER:A7* INSTALLED-WAINSCOT)k 1 ROW OF I%4 ANCHOR MAA ElIT SO gCE METAL STUD FURRING WITH 6/8'GWB=5- STANDARD ALLOWANCE BOARD OUNTED O 87'A.F.F. BITUMINOUS JOINT AROUND PIPE 8'H x 3/4'ARA A-D PLYWOOD BACKBOARD HORIZ(ELECTRICAL ROOM),(FULL o I FROMMELT TP-903 DOCK SEAL,C-PAD SINE, ALLOWANCE-NON STRUCTURAL WALL TO ALLOW FOR FUTURE EXPANSION HEIGHT AT LADDER)LAYER:A-LL INSTALLED-PLYWOOD MOUNTING BOARD. WITH BLACK SUPERFIEX HC AP FABRIC,AND TOP OF SUB OR ASPHALT DOCKI RAMP TO BE DEIGNED Elf ARC ITECT m / TRENCH DRAIN WITH L _ AREA SHOWN(LAYER:A-PATr-NONBEARING) ROSS LOGO DOCK SIGN.FROM ARBON EQUIP., TOP OF SLAB OR ASPHALT AUTOI,IATIC SUMP FOR�:26 M,IAXIMUM TRAILER BED SL0 E AND I ------ 3 ROWS OF 1x4 WOOD NaLIRS(SALES FLOOR)MOUNTED 0 9'.48'.AND 87" NO SUBSTITUTION. SEE ADO FOR CONTACT PU, P. ENGINEER TO TO PREVENT CONTACT AND IMPACT AGE TO -I A.F.F.(LAYER:A-LL INSTALLED-NAILER) Z W INFORIA'.N BUI NG AND TRAILER.EXISTING DOCI RAM SIZE SUMP PUMP FOR �I �, METAL STUD PARTITION WITH 5/8"GWB EACH SIDE 3-5/8'STUD=5' _ 20 YEAR RAIN-FALL MUSTI BE CHECKED FOR SUFFICIENT CK ei STAND.ALLOWANCE(6-ALLOWANCE IF PLYWD HACKING BEHIND GWB);6' KORQLIRD WALL PANEL MOUNTED TO+6'-0'A.F.F.,SEE ROOM FINISH SCHEDULEU SECTIONAL DOOR,SEE DOOR SCHEDULE A6.0 I APP�TP AT TH RATE E STIE AND MODIFIED W ERE STUD-7'STAND.ALLOWANCE AND NOTE/16 ON A6.0 FIX2 LOCATIONS O FROMMELT CODE U4 RQ KOROGARD WALL PANEL MOUNTED TO+4'-0'A.F.F.,SEE ROOM FINISH SCHEDULE FROMMELT CODE U4 COMBINED BOTTOM PAD q COMBINED 10'BOTTOM AND NOTE/16 ON A6.0 FOR LOCATIONS W 2"ARA COX PLYWOOD BACKING BEHIND GWB INDICATED BY A 2' = o AND BUMPER PAD AND BUMPER DOCK&COMPACTOR ANGLE / F-o MAY BE Lb01Flm TO Ay01D POLY-UNE(LAYER:A-WALL-FINISH-01) Q M MINIMUM 4'DOCK OFFSET 0 RECESSED OR I OBSTRUCTIONS,SEE AE1 L 6'-0"'SNOW"EXTRUDED CORNER GUARD U.N.O. U w DECLINED DOCK APPROACH-VARIES TO BE CONCRETE BASE K FROMMELT TP-903 DOCK 6/8'A-C,G-1,EYT-APA PLYWOOD IN UEU OF GWB INDICATED BY A 2' Q O H PARALLEL TO TRUCK,MORE F APPROPRIATE PER MFG RECOMMENDATIONS CONCRETE BASE p SEAL,C-PAD STYLE.WITH POLY-UNE 0 RESTROOM&JANITORIAL CLOSET WALLS ONLY -+x-- FLOORING TRANSITION.THRESHOLD,SADDLE,ETC. rn rn FOR SIZE CONDITIONS.TRUCK DOCK MUST BE PER MFG RECOMMENDATIONS �y,� BLACK SUPERBEX HC/AR p (DYER:A-WALL-FINISH-02) FLOO DESIGNED FOR SITE SPECIFIC CONDITION d A_ lBRIC,AND ROSS LOGO A41 FINISH INFORRM,BMIN MATERIAL-SEE SHEET A6.0 AND A5.0 FOR MDInONAL Q Ey Q "'cc\ DOCK SIGN,FROM ARBON 8 �e FULL HEIGHT METAL STUD WALL WITH GWB BOTH SIDES •\7(x C9 EQUIPMENT(SEE ADD FOR (LAYER:A-PATT-FULL HEIGHT) 4'MIN.OFFSET cl`" CONTACT INFORI,UnON) O DOOR SYMBOL-SEE SHEET A6.0 O Y j (VARIES) I FULL HEIGHT ACOUSTICALLY INSULATED AND SEALED METAL STUD FULL W} E0. EQ. FROMMD.T RaNCUAHD I HEIGHT WALL(LAYER:A-PATT-FULL HEIGHT AND SOUND) 013- RG-3000 WATER i I - AREA LINE LAYER:A-AREA O a U Lj EQ. E0. DVERSIN HEADER SFPL r- ------ --i_l ( ) O Y TRENCH DRAIN WITH SUMP PUMP IN, 6' IN. I 1.TRASH z SECTION AT DOCK DOOR ��TYP. BOLLARD DETAIL (TRAFFIC) r6 TYP. BOLLARD DETAIL (ENTRY) -< ----- - ---- ----------------- -I -- --- .TRASHNTASH CONTAINER T"Er STANDARRJ-40-q COLOR 07-WO{ BEIGE U.O.N.TRASH MARATHON ER EQUIPMENT RJ-40-PURCHAS COLOR 07-0004 A4.1 SCALE: 1 4' = 1'-O" A4.1 SCALE: 1 2" = 1'-0'N A4.1 SCALE: 1 2' = 1'-O" SEE SITE SPECIFIC PLAN E BEIGE U.O.N.O ACCOUNT E MANAGER NAGEM CO.(SEE SHT DIRECTLY FROM / / / ( ) I IN�FORMATIH).NOS IXCEPTIOK TIN EALM BY G.C.AND FULLY CONTACT jj OPERATIONAL PRIOR TO TURNOVER,NO EXCEPTION. '-0 1fi 8 I 11 I 2.REQUIRED TRASH COMPACTOR ELECTRICAL SERVICE AND FUSED - A4.1 I I, DISCONNECT SWITCH ARE TO BE SIZED IN ACCORDANCE WITH MARATHON -1 EQUIPMENT CO,SPECIFICATKINS(AS MUCH AS A TOO AMP SERVICE - I DISCONNECT MAY BE REWIRED DEPENDING ON PHASE AND VOLTAGE)AND I PROVIDED BY G.C. CONNECT COMPACTOR TO BUILDING POWER IN I I I ACCORDANCE WITH MARATHON AND CODE REQUIREMENTS(SPECIFIED I m COMPACTOR IS TO BE SUPPUED WITH A 10HP MOTOR AND PRESSURE ALL EXTERIOR WALLS TO BE I I, GAUGE). 3,F THE COMPACTOR IS LOCATED AT A DISTANCE FROM THE ELECRIGL ROOM THEN INSURE THAT WIRING IS ADEQUATELY SIZED FOR ME VOLTAGE WEATHER AND WATER TIGHT AND I I I I DROP. SEALED WITH PALM OR CLEAR SFp�gHT DEPENpU%ON MATERIAL SHIELDED DOCK UCHT I I 1 4.REQUIRED WELL"OIL HEATER TO BE INSTALLED BY(JARATHON AT W LOGO DOCK SIGN(INCLUDED WITH SEAL CHUTE WEATHER TIGHT 0 1 TRASH COMPACTOR H ANY STORE WHERE THE TEMPERATURE DROPS DOCK SEAL)BY G.C. EXTERIOR OF WALL U ~ 21�-2"x46�-on I I BELOW 3O FAHRENHEIT AT THE SOLE DISCRETION OF THE ROSS ¢ CONSTRUCTION REPRESENTATryE p END Lao COMPACTOR WITH % CLEAR PROCESSING AREA I FROMMELT RAINGUARD RG-3000 SECURITY CHUTE COMPLETE I 5,CONFIRM PROCESSING ROOM SHELF LAYOUT WITH ROSS CONSTRUCTION ------ ----- WATER DNERSION HEADER SEAL DOOR FRAME ASSEMBLY REPRESENTATIVE:ACTUAL LAYOUT WILL BE SHOWN ON M-1'BOSS AISLE PROVIDED BY THE BOSS CONSTRUCTION REPRESENTATIVE SHIELDED DOCK LIGHT STOP FURRING 6'FROM PWI' .............................................................................. DOCK SEAL OPENING ALL AROUND i____________ I I I 6.THE LOCATION OF ALL DEVICES AND OBJECTS(RISERS,LEADERS,PIPING, Z I I, CONDUITS,ETC.)IN THE PROCESSING ROOM MUST BE COORDINATED WITH p NEWER,SEE DOOR SCHEDULE L� i AND APPROVED BY THE ROSS CONSTRUCTION REPRESENTATIVE SO AS NOT I 18 I 15 1 TO INTERFERE WITH FIXTURES AND PROCESSING ROOM OPERATIONS, d SECTIONAL DOOR ABOVE I I� GUARD RAIL CHUTE SLOPE CHUB I, 7.PROVIDE 1-1/2'STEEL ANGLE CORNER GUARDS AT ALL EXPOSED U DOG-HOUSE B"SHELL ELECTRICAL ROOM I OUTSIDE CORNERS OF PROCESSING ROOM TO 8'-0'A.F.F.OR TOP OF Tn MIN.10,TO xl ALLOWANCE 112 ROOF HATCH,UDDER&SAFETY POLE, I DOOR FRAME. W CONTAINER BACKWARD, SEE DETAIL 4/AI.1.MUST BE LOCATED I p E2.0 BII4. I IN ELECTRICAL ROQ,1,ARCHITECT OF RECORD MUST MODIFY STRUCTURE TO 0 a d I ACCOMMODATE IF REQUIRED I I o f COMPACTOR j INTERIOR PROCESSING ROOM SLABnN _-_-_-_-_ -_-_ __-_-_-_-IJ_ W D -, D H 4' - P 8 %3 A D L OD / PLY OFFSET,SEE 1/A4.1 --_---- ---- BACKBOARD AROUND INTER R CODE COMPLIANT ARDV.STL I z ............................................................... .............................................................. WALLS OF THE ELECTRICAL tl 4 I HANDRAIL AND GUARDRAIL I I J ROOM TO 8'-0'A.F.F. RIBBED METAL CANOPY ABOVE 0+102' 1 RECESSED DOCK BOTTOM PAD AND BUMPERA4CONCRETE .1 A.F.F.,FACTOR!FINISHED TO MATCH AN, I N COMPACTOR PAD, I WALL SURFACE 0 MINIMUM 3000 PSI, u 10'0' I STEEL REINFORCED I SEE ROSS FIXTURE PUN 1 DOCK RAMP TO BE DESIGNED BY ARCHITECT SECTION C�? CHUTE FOR FINAL PROCESSING I 1 2 FOR 1:26 MAXIMUM TRAILER BED SLOPE AND �--�--- 0----� ROOM LAYOUT ELEVATION AT DOCK DOOR SCALE:PREVENT CONTACT AND IMPACT DAMAGE TO SCALE: 1/4' = 1'-0' A4.1 SCALE: 1/4" = 1'-O" MOST BE CHELDING AND CKED FORR.ESUFFII SUFFICIENT DOCK ISTING DOCK PS - - - - I- ✓- ------ OFFSET AT THE SITE AND MODIFIED WHERE , -r APPROPRIATE I 7 At.1 I ANTE IN VARIES , -� o SPACESEW RED 8 YARD BIN 1 14 PROF 102 ROOM A5 {/ RIBBED METAL CANOPY -- -----1-f -_-_-_-_-_-_-_-1�_I ABOVE O+102'AF.F., ALL EXTERIOR WALLS TO BE WEATHER AND WATER TIGHT AND 4'-O'H.%3/4'A-D Q FACTORY FINISHED M,IATCH �` I PLYWOOD WAINSCOT WHERE I �/� ADJACENT WALL SEALED WITH PALM OR CLEAR I_ _�____J REQ'D(SEE FIXTURE PUN) I �// SEALANT DEPENDANT ON MATERIAL LANDLORD TO PROVIDE A DEDICATED AREA I FOR ONE TENANT 8-YARD RECYCLE BIN WITH I COMPACTOR CONTRAS W/PRESSURE W W BRACKET MOUNTED LP. AN ASSOCIATED 50'-0"TRUCK ACCESS/ 0 GEET01+54'ADJACENT TO LATCH SIDE CAMERA,BY ROSS MANEUVERING SPACE ADJACENT AND CONVENIENT TO THE ROSS PROCESS!10 SILL IS TO BE PLACED L (,LAN DOOR FOR BOSS 50 DLORD O+40'AF.F. SCREENING OR TILE TO BACKSIDE OF JAMB SURFACE MOUNTED WALL ENCLOSURE REQUIRED BY lAG1L AUTHORITY. I SCONCE SURFACE MAY BE CONCRETE OR ASPHALT, R4M,IET FIRE RISER&UTILITY AREA LOCATION MUST BE PROTECTED Bf TRAFFIC TC-220T ALLOWANCE I U i J StA. IS TO BE O+40' BOLLARDS CONP RISER&UTILITY POANCHORED DS REQUIRED ENTIRED T I IP PROVIDE 1-1/2-STEEL ANGLE I \ Q Z, VI 3 I CORNER GUARDS AT PIN ¢ CODE COMPLIANT CALV. O OPERABLE LATCH A4 MUST .1 I CHUTE O PEXPOSED OUTSIDE ROC651NCROOM CORNERS GH I 14 r 0 HANDRAL AND GUARDRAIL / PO�DPIP") BEOACCETH ISS SIDES) , 17 „J,' J Q 6' CONC. O 11�I J '', N COMPACTOR CONTAINER OR PAD,SLOPE I I co TO DRAIN MIN,1/4'PER rl a FOOT;MAX.1:30HANGER STORAGE(2'-5" 12' LANDLORD IS O C I TO i 1 I I 5'FURRING ALLOWANCE O E I [e I LADE A DED� I i 8'SHELL ALL ANC£ D / W 2 U I-_T� PACTOR T -- FDC D O` Y < -- (( As�u A , I sump LAMP CONTROL Box ---f -- '1 Q ACCESS I I Wmt OUTSIDE AIMI.IS AND LOCKING U W Q J" ELEVATION Ca? COMPACTOR/MAN DOOR IDUACEWMDSFace WEATHERPROOF COVER 14, A4.1 I COIyyENIEM TO I iI FURRING WHERE REO'D FOR Q SS J N SCALE: 1/4"=1'-0" M F s e 1 i O WON 0 PROCESSING SE ,1 1 U REQUIRED BY SCREENWHERE A WALL IS I i i R OLORD IS i W J O ES SITE-SPECIFIC CONDITIONS I i j R S NS18LE FOR i i U) adW BE2MA1MAINED BETWEEN I i REQ AREA MUST IIR URENINC OR ' LL Zj INSIDE ANDD THECOMPACTORE OF THE W� I i'� S,,,,,, �L I i V Io _ CONTAINER W/O 80LLARDS I ; I CORFA I , BE,OWISH 1, ITT. MIN. FINISH R 87'AF.F. i I LOCATION AND z r J l i DY mvh IECiED ,, , 00(IARDSC i I LL w ' -- DPP. BOARD S 2x6 ANCHOR I i I i O - N 1:26 MAXIMUM TRAILER BED SLOPE A4.1 BOARD I i p I I li O Lu DOCO BEDKSLOPE AND BE RAMP TO DESIGNED PER ICEVEM COyTACTH AND IMPACTITECT FOR 1DAIAACEMTO BUILDUM ING I I g 'o AND TRAILER.EXISTING DOCK RMIPS MUST BE CHECKED FOR SUFFICIENT I I 48-A.F.F. 1 DOCK OFFSET AT THE SITE AND MOQFltD WHERE APPROPRIATE. �, - I 4'DOCK OFFSET MIN.(VARIES) I (� ¢ O O O I I ; PROCESSING ROOM A4.1 /'� �I O I ` BOLLARD(1YPPIPF) ` \ IN i:I I La L - - - - - - - - - - - - - IPQJIRED ,J SLOPE OF DDCK MUST BE COORDINATED WITH DOCK EQUIPMENT I Ic 4 I I O O WAINSCOT+48'ON ALL WALLS Z -- W % RAMP SLOPE R1DRa 3'-O' _-_-_-_-_-_ -_-_-_-_-_- WFINISHED CONCRETE $ DOCK DETAIL SECTION @ PROCESSING ROOM ANCHOR BOARD A ENLARGED PROCESSING & ELECTRICAL ROOM PLAN SCALE: 1/2" 1'-0„ 3 o A4.1 SCALE: N.T.S. A4.1 A4.1 SCALE: 1/4" = 1'-O" z = U Mo Project number 5116 rn rn Drawn by RMJ Checked by RMJ O Z O U aI IPrint Date: 11/6/2014 7A 23 FINISH LEGEND LICENSED A5.0 A6'0 SMOOTH AND PRIME ,( �O.TAI/E H932 1ECT FOYER BACK WALL TO SEE SHEET ADD FOR ADDITIONAL FINISH AND MATERIAL NOTES 1 REDEfyE WALL GRAPHICS WP P i ABOVE+6'-0° SAES FLOOR CEILING UNE LATERAL BRACING TO ; PAINT SHERWIN WILLIAMS 17005"PURE WHITE'SATIN FINISH 14' 'I' STRUCTURE AS REO'D BY CODE GO P PANT SHERWIN WILUAMS _ DBURDAHO 1 �7005'PURE WHITE" PAINT SHERWIN WILLIAMS'BOSS INTERIOR BLUE'SATIN FINISH,4"MIN.CONTINUOUS STRIPE FROM TOP OF VALANCE BRACKET P \\ UY-M CLNG.,SEE 1 ABOVE+6'-0'RCP FOR HEIGHT F \ WP KGROGARD VIM �7 U 1 WAIL PANELS(SNOW) SAES BOOR SIDE 5" e 'CLEAREST OCEAN BLUE" ` H TO 6"ABOVE FINISH III ANCE WP I 2'-7•TYPICAL 3 O CWG,SEE FINISH SCHEDULE t TO+6'-0' I O Q /\ q AND FLOOR PLAN FOR WALL 3-5/8'MTL.STUD FRAMING,TYR I c °' CG 6'-0'HIGH CORNER GUARDS FINISH CG tABOVE 15 BB RUBBER BASE:JOHNSONTE J40'BUCK%6'USE JOHNSDNTE 945 ADHESIVE,NO EXCEPTION w POWDER ACTUATED FASTENERS 1 ISEE FLOOR PUN AND I UFINISH SCHEDULEFORFLOOR FINISH AND _H45E ------ NCE p 6'-0"CORNER GUARDS ARETO BE IRN�ESTID ON ALL EXPOSED OUTSIDE CORNERS OF ALL WALLS AND COLUMNS WITH THE EXCEPTION OF THE PROCESSING ROOL)/102(STEEL),THE LOCKER ROOM 1109 AND THE OFFICE HALL/119. FOR INSTALLATxINJ •P SEE WALL PANEL 1F/AS.O. OKOROGAHD NNYL • -0' Q}yUy F 1 WALL PANELS(SNOW) 1 6'845E - CG THE LOCKER R00 AND THE OFFITO BE CE �1D 0 19.IXOR ENSTNIARON 5 WALL PANEL DETALiD OUTSIDE CORNERS F THE IE%A50p M/102(STEEL), 00- WALL1 ELEVATION @ FITTING ROOM FOYER ENTRY SECTION @CORNERS 7 WING WALL, PLAN VIEW TYPICAL 2 pC 5 � AS 0 SCALE: 1/4' A5.0 SCALE: 3" = 1'-0" KOROGARD NM WALL PANELS STANDARD COLOR'SNOW'TEXTURE Pi HAIRCELI:THICKNESS:NO 0.oMM)INSTALL 6'-0" ® ti Y 1'-0' A5.0 SCALE: 1 1/2" = 1'-0" WP PANELS UNLESS SPECIFIED OTSH E FOR INSTALLATION SEE WALL PANEL DETAIL 1F/A5.0. O K/i g G ALTERNATE OPEN CEILING }n< y CONFIGURATION HE FITTING EXTERIOR/DEMISING WALLS U rn ROOM FOYER +12'FEATURE 3ROD DIGITAL WALL GRAPHIC INSTALLED BY ROSS;SURFACE PREPARATION AND PRIMING BY G.C. v AS.G NOTE IN ALTERNATE OPEN CEILING CONTINUE TO+12'-6'AND A5.0 m FOYER ENTRY THE FITTING CONTINUES e THERE RETURNS TO THE FOYER ENTRY THE CONTINUE 1 '� _L PERIMETER WALL,SEE A2.OA -F TO+12'-6'AND THERE RETURNS / I I I I TO THE PERIMETER WALL SEE A2.04 P PANT SHERWIN WILLIAMS 'NOTE HERE AND ELSEWHERE THERE IS NO -I B J7005*PURE WHITE' I- NEED FOR A FURRED WALL'5'ALLOWANCE' KOROGARD AND CORNER GUARDS CONTACT INFORMATION: CALIFORNIA CASTER,CONTACT:TERRY CAVANAUGH,PHONE EXCEPT FOR INSTALLATION OF'IN-WALL' SUSPENDED ACOUSTICAL METAL FRAMING AND BRACING AS REO'D. 415-939-6873 DEVICES(WITCH BOXES THAT CAN NOT CEILING PER BUILDING CODE REQUIREMENTS EMAL: TERRYCBCAIFORNIACASTER.COM BE OTHERWISE ACCOMMODATED)OR FOR •i I I P SHERWIN WHITE'WILLIAMS I 1- \ z o SHELL INSULATION IF THERE I NO $7005 - 5 PRACTICAL USE OR REQUIREMENT FOR THE I am TA NcE'IT IS TO BE MINIMIZED OR A5.0 ELIMINATED IN THE PRWECT GONSiftUCTION I I DOCUMENTS. +13'-6' cu ES FLOOR _ • _ 3-5/8 MTL STUD FRAMING INTERIOR FINISH NOTES: I WP KOROGARD'AWL _ _ _ 2'-3 , 1 WALL PANELS(SNOW 1. INTERIOR BASE BUILDING PAINT COLOR IS TO BE TO SW 7005 PURE WHITE(THIS INCLUDES THE ELECTRICAL ROOM AND SALE FLOOR WALL PANEL EDGE TRIM 2'-9- `� SUSPENDED ACOUSTICAL CEILING STOCKROOM;THE DOORS,JAMBS AND WALLS;AND,THE SALES FLOOR WALLS,DOORS AND JAMBS)'PROMAR'LATEX WITH AN LU EDGE MOLDING EG-SHEL FINISH UNLESS OTHERWISE SPECIFIED. INTERIOR METAL,FINISH WOODWORK,JAMBS AND DOORS AND ALL PAINTED 5/8'GWB TO 6'ABOVE CLG• SURFACES IN THE RESIROOMS AND JANITOR'S CLOSET ARE TO BE PAINTED WITH'PROMAR'ALKYD ENAMEL IN A SEMI-GLOSS p 71F5/8"GYP.BD. + FINISH. CG 6'-G'HIGH CORNER GUARD co p PAINT SW W70D5 1 1 PURE WHITE' B IIIII 6'BASE i T FINISH FINISH 'PURNT SW#7005 E E WQE' IIIII +y_G• WINDOW FILM LEGEND o i SEEEE 1 FM PLAN /A1.0 p SECTION AT FITTING ROOM FOYER ENTRY SECTION AT SALES 2-9 VALANCE ABOVE EDGE MOLDING a A B \\\\ 3M/324'FROSTED WHITE CRYSTAL'AT INSIDE SALES FLOOR FTTNG ROOM FOYER \\ FACE OF ALL WINDOW GLAZING BELOW+24" CORNER BOX- Lu s CEIL. BREAK @ F.R. FOYER BEE DTL 6/A5.o FITTING ROOM FOYER ENTRY SECTIONS s CORNER FILLER DETAIL PLAN VIEW EDP) NOTE IN Z A5.0 A5.0 SCALE: 1 1/2" = 1'-O' 10"LIGHT VALANCE SEE CASE OF AN OPEN SCALE: 1/4" = 1'-0" A5.0 DE AIL3/AS.D 'COILINGOR11 THE SCALE: 3/4" = 1'-O" PAIN GYP.BD.FINISH ABOVE TOP CGNNER BO% � NAILER&BELOW VALANCE BRACKET TERMINATES AT Lu 4'PAINTED STRIP ABOVE BRACKET BOARD ONLY TO BE BOARD AND AT ENDS OF NALERS �AND .FINISH ABODE TOP HALER p +8'-2'. P CUSTOM COLOR SW'BOSS INTERIOR BLUE'(NO TO BE TAPED,SANDED AND PAINTED p 4 p p PP KOROGAiD WALL PANELS ON KOROGARD PANELg KOROGARD WALL T ENDS OF HAILERS TO BE TYRp WP P P WP PANELS ON PED,SANDED AND PAINTED p RRENCE NUMBER)NOTE:DO NOT PAINT CORNER CORNER BO%-SEEDTL G TYRA5.0 10'LIGM 1 1 1 WING WALL BELLOW+6'-0' CLEAR ANODIZED ALUMINUM NON-Fl%LIREI1PING S ON A BoxEsoRWINGWA Ls. 6/AS.o(rn). NOTEM2BRACKET BOARD,KD,FAS, POPWR CASE OF AN OPEN VALANCE SEE COLUMN COVER WALLBEAW BELOW+6'-ANDPRE-PAINTED FACE k BOAT WITH CEILINGTHE CORNERDETAIL 3/A5.0 +6'-0'SEMI-GLOSS ENAMEL(COLOR-MATCH P-1)USEIR SEf VALANCE BRACKET PREFlNISHED TO BOX TERMINATES AT ( +8'-2'. MATCH COLOR P-1 FURNISHED BY WP LEVEL WITH BOTTOM EDGE AT+8'-3'A.F.F.INSTALL IN BOSS STORES INC.,INSTALLED BY �� ( I MAXIMUM PRACTK?L LENGTHS(8'MIN-14'MAX)IN G.C.AT 30'O.C.OR CLOSER IF Et COINTS,NTNUOUS ALIGNMENT WITH MITBNED AND STALED REQUIRED BY CODE P I p -T� t MINIMIZE ELECTBACK,CONDUT SIDE A/WFVLIX, E KEEPAFEED FROM FTTNG ROOM CORNER BOX BELOW+D WALL +66'-0-0" WP I ❑ ❑ ❑ a"O c m // IWP FEATURE AND WINGWALLs ONLY \\\\\��\ MOUNTING SC OR REWS MUSE NOT CG \\\\\\. ❑ 18 ❑ ❑ 1A \��\\\\\ \\��\\. \\\\\\ \\ CG VEAWHCETiACE GRAPH 1HRU 1 I ENTRY/EXIT ENTRY/E%T I 1 STRIP BY G.C.TWO TUBE FLUORESCENT CG STRIP BY C. -MOUNT 1-1/2' i B 7 CG B 4 0' BELOW BRACKET BLOCK 1 FOR ELEVATIONS AT VESTIBULE ASA 1 1 START HAILERS AT 24' +8'-3' LIGHT VALANCE.FURNISHED BY BOSS, OONn 17' CONOTTION.SEE SHEEP A1.2 WING WAIL OFF DOOR(TYP) CAULK JOINT AT BOTTOM OF BRACKET INSTALIID BY THE G.C. SEE NOTE 10 I N TE R I 0 R ELEVATION (FRONT) [SEE RA-1,FOR NAILER START MAILERS AT 1'OFF ENTRY �\ BOARD TO BE PAINTED SW7006 4.15 SHEEP C1.0 TERMINATION POINT 'PURE WHTE' A5.0 WING WALL(TYPO-SEE OI AEI FOR ARCHITECT OF RECORD TO ADD SIRUCTURA TUBE GUARD SCALE: 1/8" = V14 GYP.BD.FlNISH ABOVE TOP SITE SPECIFIC START POINTS NAILER&BELOW VALANCE BRACKET 10"TIGHT VALANCE SEE BLOCKING BEHIND BRACKET BOARD WITH BOARD AND AT ENDS OF NALERS APPROPRIATE FASTENERS TO SUPPORT BOTH 3' TO BE TAPED,SANDED AND PAINTED DETAIL 3/A5.0 W.BD.FINISH MTOVE TOP NAILER p THE BRACKET AND VALANCE //���\ AND AT ENGS OF NALERS TO BE TP. 2'-6'(TYPICAL,VERIFY SITE SPECIFIC) `q' -- CORNER BOX- Lu 4I/ 0.5'0 P P �0 2 ERAL 3/A5.0 SEE TAPED,SANDED AND PANTED 1 (li) SEE DTL 6/A5IN 7 (T PO, NOTE IN - ---- 2 CEIUHGOF THE OPEN Wp CORR4FR BOX (I I I� I I TERMINATES AT ' I I +6'-2'• 3 LIGHT VALANCE I P Q F A5.0 SCALE: 3" = 1'-0" \\p EN//// I m wp 5 /4 /6PFF\ uO 1 r CG A EXIT PROCESSING FfffING R00 FOYER OFFICE 1 ® ca J (� CD 4-1 B 4 0° 3 9'------- o 4'-0" B {//� ) CEILING TILE PR DOOR TRAFFIC OR wP J 1 1 R ,1EFl `^NISHED 1 z z _ o� INTERIOR ELEVATION (BACK) ® W Q W d o A5.0 SCALE: 1/8" = 1'-0" Y 0 2'-6°TYP.(VERIFY) zLn m�F `i iEv - --------- O P 4 P GYP.BD.FINISH ABOVE TOP NAILER p , PAINT GYP.BD.FINISH ABOVE TOP ///��� Q> a$x I I $ NAILER&BELOW VAUJ4CE BRACKET TYp, AND AT ENDS OF MAILERS TO BE TYR ( 7 ) ® J BOX_ BOARD AND AT ENDS OF HAILERS 1 A5.0 2 10'UCHf VALANCE SEE W a I I 6/AS.CORN�(TYPO. NOTE:SEE DIN CASE TL TO BE TAPED,SANDED AND PAINTED DETAIL 3/A5.0 TAPED,SANDED AND PAINTED ; J 3 GLO SEC 4.14 LHI LIGHT CO AN OPEN CEILING THE ch p�� M O A5.0 I I VALA CE SUPPLIED BY ROSS CORNER Box TERMINATES AT CORNER BOX-SEE DTL 6/A5O(TYPO. ® ,.c / INSTALLED BY G.C. +e'-2". CORNER BOX TERMINATE CASE OF AN EANT+8'-2 CEIIJ TUE LL --�/ -1 z LIGHT FIXTURE SUPPLIED BY P I P � LLJ LO Z 87°A.F.F. gk AMERICAN WHOLESALE i L0 LIGHTING AND INSTALLED BY p 1 % G.C. KoROGARO WALL PANELS oN wp F r w CORNER BOX BELOW+6'-0' 1 I L WP IL 5/8"DRYWALL,ALL JOINTS GG z TAPED,SANDED SMOOTH,& I cc oPRIMED. WALL SURFACE ABOVE PANELS TO BE ' 6' I 1 PANTED SW 7DO5"PURE WHITE"SEE o B O WALLFTYPE PLAN A1.0 FOR OFFSET TOP TRIM AND PANEL JOINTS �` '• 01 (2)INTERIOR ELEV. (RIGHT SIDE) SCALE: 1/8" = 1'-0" -� 48°A.F.F. � � P 4 p GYP.BD,FINISH ABOVE TOP NAILER (/� PANE GYP.BD.FINISH ABOVE TOP M KOROGARD"SNOW WHITE"PANELS BY KOROSAL �dN ] NAIER k BELOW VALANCE BRACKET Typ, AND AT ENDS OF MAILERS TO BE P TYP. S 4 W/ I INTERIOR PRODUCTS,START PANELS FROM OUTSIDE 6 BOARD AND AT ENDS OF HAILERS 1 A5.0 10'LIGHT VALANCE SEE y t TYP. O CORNERS AND CUT AT INSIDE CORNERS TO FT 6�A50 BOX-SEE DTL TO BE TAPED,SANDED AND PAINTED DETAIL 3/A5.0 TAPED,SANDED AND PAINTED A50 Opp. P 0 1x4 WOOD NAILER WALL PANEL TO EXTEND DOWN TO FLOOR BEHIND 4< CASE OF AN)OPEN IN i- M ATTACHED W/2 SCREWS 6"BASE&BEHIND CORNER GUARDS ON OUTSIDE CEILING THE CORNER / AT EACH STUD(TYP) CORNERS. SECURE PANELS TO WALL WITH BOX TERMINATES AT MANUFACTURER SUPPLIED ADHESIVE.SEE POLYDNE EXTENT OF ON MR"A -PANEL'ON AE-1 FOR P 1 Y 6'BASE,STOP AT CORNER GUARDS Q KOROGARD WALL PANELS ON FWP m n' 6'-O'X 2 1/2"OR 4'-0'X 2-1/2"(SEE PUN m CORNER BOX BELOW+6'-C t I iI 9"A.F.F. 111 AND ELEVARON)PAWLING SNOW WHITE'EXTtUDED y CORNER GUARD. CORNER GUARD TO BE MOUNTED GQ Z TO FINISH FLOOR AND MATCH HEIGHT OF WALL I PANELS. B � �' _ .. ;a; ,•: T Project number 5116 Dm-by RMJ 1 .A°•••• ••a� . • 1' ARCHTECT OF RECORD MUSE PREPARE AND SUBMIT •a„�`'„a• •. 13 INTERIOR ELEV. (LEFT SIDE) IN COMPLE ED PUNS HE INTERIOR ELEVATIONS OF Checked by RMJ • THE ENTIRE SALES FLOOR PERIMETER AT ONE EIGHTH WALL SECTION @ SALES•FLOOR PERIMETER 1F WALL PANEL DETAIL 1,,As'o SCALE: 1/8" = 1'-O" INCH EQUALS ONE FOOT SCALE. Ct A5.0 SCALE: 3/4" = 1'-0" A5.0 SCALE: NONE / a Print Date: 11/6/2014 - LICEN3ED ARCHITECT - AR-0532 ` OODBUR TE 6"M L STUD FRAMING(TYP) 5/8"GWB,TO STRUCTURE ABCAE BOTH SIDES;SEE <• Z FlNISH SCHEDULE AND FLOOR PLAN FOR WALL FlNISH. LATERAL BRACING TO O U + STRUCTURE AS REq'D BY CODE 6 i SEE RCP FOR COILING ul o TYPE AND HEIGHT 3/4'PLYWOOD r"A BACKBOARD(TYP)AT AH ELECTRICAL ROOM WALLS __ - "u: ._YJ•'. o Q � 5' 0 CE g 3-5/8'MIL.STUD ILVI 't CWGWDED GYP,BD. Q Q 3_ Q FR4MING(TYP) O Y m r 3 UARUTE FRP,FULL HEIGHT; W ELECT. ROOM ADJ. ROOMBEE FINISH SCHEDULE 0!Z o SEE FLOOR PLAq AND FINISH .`T 5/8'GWB;SEE FINISH RESTR00 N $ Co STRUCT(SCHEDULE N AND FINISH SCHEDULE AND FLOOR 6 8' ATERPROOF LL Y r PLAN FOR WALL FlNISH ,r / W uj PLYWOOD,SEE FlNISH O OPOWDER W S EXTERIOR WALL FASTENERS POWDER ACTUATED SCHEDULE Z J^ J SEALED CONC.,BEE J FINISH SCHEDULE FASTENERS I CERAMIC TILE AND BASE 1 c.l Yn°p. i" SEE FLOOR PLAN AND FINISH M� SEE FINISH SCHEDULE t.J SCHEDULE FOR FLOOR FINISH AND BASE OYP) DRYWALL COLUMN ENCLOSURE ABOVE PANELS, TO BE PAINTED SW 7005 PURE WHITE ',,•. 4 'd ',� •°° •d I CONTINUOUS GLLVANQDED HOLLOW METAL DOOR AND OFFSET TOP TRIM AND PANEL JOINTSMETAL DRIP EDGE FU FRAME,SEE DOOR AND FINISH !'•. 't•. a SCHEDULE AND EXTERIOR r•d. ` .°•d•• f OF DOOR FRAME;PAL ELEVATIONS FOR DT(TERIOR •. m „ . m; MATCH DOOR FRAME FINISHES 'Il ALL SALES FLOOR COLUMNS TO RECEIVE 6'-0" r4 DRIP EDGE DETAIL @ EXT. DOOR FULL HT. WALL @ ELECT. ROOM 10 RESTROOM PARTITION WALL "SNOW WHITE A5.1"CORNER GUARDS BY CAL-CASTER FROM FINISH FLOOR.GAP BETWEEN CORNER SCALE: 1 1/2" 1'-0" SEE SEC.8.8 & 8.9 SHEET-131.0 A5.1 SCALE: 3" = 1'-O" SEE SEC.7.1 & 7.4 SHEET-131,0 A5.1 SCALE: 3" = 1'-0" SEE SEC.7.6, 7.7 & 7.9 SHEET-G1.0 F GUARDS TO BE PAINTED SW7005 PURE WHITE.IF GAP IS GREATER THAN 1"THEN INSTALL'SNOW Q WHITE"WALL PANEL AND PROVIDE BLACK VINYL ALL SALES FLOOR COLUMNS TO RECEIVE 6'-0' ❑ BASE BETWEEN GUARDS AT FLOOR. SQUARE TUBE COLUMN CLEAREST OCEAN BLUE"CORNER GUARDS BY g� CORNER GUARDS PO FINISH BE PAINTED BM 20644-40N $3 W-0k2 1/2'SNOW CLEAREST OCEAN BLUE, IF GAP IS GREATER THAN i GUARD BYYTR�GSTEILER 1"THEN INSTALL"CLEAREST OCEAN BLUE"WALL PANEL AND PROVIDE BLACK VINYL BASE BETWEEN Z 4 m GUARDS AT FLOOR. 0 a 5 IY PAINT COLUMN TO MATCH TVA SW7005 PURE WHITE TO 6'-0'X 2 1/2-"CLEAREST OCEAN BLUE" w0 6'-0'X 2 1/2'"SNOW WHITE'EXTRUDED CORNER 6"ABOVE LAY-IN CEILING EXTRUDED CORNER GUARD BY CAL-CASTER Z GUARD BY CAL-CASTER. SECURE CORNER GUARDS COUNTERSINK SCREWS 1/2' FROM OUTSIDE EDGE., O TO COLUMN WITH MANUFACTURER SUPPLIED I 2 AT NO MORE THAN 3'FROM TOP AND BOTTOM YA ADHESIVE.CORNER GUARD TO BE MOUNTED TO I AND 1 AT MIDPOINT OF CG. OFFSET HOLES ON w FINISH FLOOR AND MATCH HEIGHT OF WALL BUCK BASE;ONLY IF OPPOSITE FACES i". SCREWS MUST PENETRATE PANELS 6" K GAP BETWEEN CORNER STUD-PAINT HEADS TO MATCH CORNER GUARD I I EQ 6"BLACK BASE ONLY IF GAP BETWEEN CORNER GUARDS IS GREATER THAN COLOR. CORNER GUARD TO BE MOUNTED TO GUARDS EXCEEDS 1" OR EQUAL TO I' FINISH FLOOR AND MATCH HEIGHT OF WALL fpg-.- I I PANELS. ADJ, ROOM 6/8"GWB TO ROOF DECK ABOVE, 2-LAYERS 5/B'GWB:i-LAYER TO LL SEE FLOOR PLAN AND FlNISH STRUCTURE ABOVE AND 1-LAYER TO ACOUSTIC WALL INSULATON ik 1 A COLUMN PANEL DETAIL ASCHEDULE FOR WALL FINISH(TYP) 6"ABOVE ADJACEN SPACE CEIUNG, ' A5.1 NOTE: FOR TUBE STEEL W/STAGGERED JOINTS.SEE FINISH SCALE: 3" = 1'-0" AT (E) COLUMNS ONLY COLUMN ONLY; SEE DET WALL FINISH D FLOOR PUN FOR n to/A5.1 FOR FURRED CLNG WHERE OCCURS,SEE ALL SEE RCP FOR CWC.TYPE AND CAL COLUMN. RCP FOR TYPE AND HEIGHT PIY-11 ALESUFLOOR ANLATION INDHEIGHTAGER' THERMAL IN.R19ON AS REQUIRED TO + + - ~ ACHIEVE MIN.R19 WALL VALUE OR 3-6/8'-20 G4 MR STUD O GYP.BD.k MIL STUDS - GREATER AS MAY BE REQUIRED BY 16'O.C.BRACE TO STRUCTURETOSTRUCTURE SIM TO 5 CODE OR RECOMMENDED BY BEST A'O PLAN @COLUMN ENGINEERING PRACTICE FOR LOCATION. 1/A5.1 AT ROOMS OPEN 5/8'GWB,TO 8'PBW'E CWC,OR CWC,SEE RCP FOR HEIGHT 3-5/8"MTU.STUD SUSPENDED GYP.BD.CEILING DIAMOND METAL LATH TO STRUCTURE A5.1 SCALE: 6" = 1'-0" TO STRUCTURE ABOVE IF NO CLNG.; FRAMING OYP) ATTACH TO 3-5/8'METAL SEE FINISH SCHEDULE AND FLOOR ACOUSTICAL SENANT AT PERIMETER OR STUDS 0 16'O.C. PLAN FOR WALL FINISH SALES WALL TOP AND BOTTOM O ALTERNATE EACH STUD W/CUPS 0 KOROGARD VINYL WALL PANELS 4'-0'A.F.F.AND O 8'-0"AF.F. + + (SNOW)PANEL TO EXTEND DOWN TO 6"WL STUD FRAMING MP) ADJ. ROOM -FIN 5 SCHEDULE HEIGHT,BEE FLOOR BEHIND 6'BASE INSTALL I L I MASONRY WALL , CONTINUOUS BLOCKING AT TOP AND ,; I I RESTR00 + + + + BOTTOM• SEE PUN FOR EXTENT, " ' 6/8'GWB(5/8"PLYWOOD AT FINISH SCHEDULE FOR HEIGHT A I '� ,, POWDER ACTUATED FASTENERS POWDER ACTUATED I Yr RESTROOMS),N 6'ABOVE FINISH DETAIL 1/A6.1 '! FASTENERS 5/8"PLYWOOD,SEE FINISH SCHEDULE +. CLING OR TO SIRUCNRE ABOVE IF NO GYP.BD.CEUNG ,' .. CLING PROVIDED;SEE FLOOR PUN A p 0 SUPPORT GRID 0 2'-0' METAL PARAPET CAP - SEE FLOOR PLAN OR FINISH SEE FLOOR PLAN OOR FINISH CSC TILE AND BASE;SEE FINISH L AND FINISH SCHEDULE FOR GWALL TYPE e w w S LE AND FINISH .NEW FOR SCHEDULE FOR FINISH AND FINISH;SEE RCP FOR COILING TPE O.C.W/SUPPORT WIRES A I ;S I AND SASE(TYP) Dom ;II O AND HEIGHT AT 4'-0'O.C.EACH WAY T _- -_ ) @ ACOUSTICAL INSULATION MECHANICALLY ATTACHED SINGLE e I PLY ROOF MEMBRANE TO d' 8 BWEEN MANAAGER'S ALL OFFICE AN CONTINUE UP WALL AND OVER " ` TOP OF PARAPET o °'• ''. •�:: e +• M 20 GA METAL STUD FRAMING CASH OFFICE d r f I .�' . °d. •°. d p / R-35 RIGID INSULATION SUSPWOFDGYP.BD �-COUNGWHEREOCCURS `--� SS`TRUCTURAA�)DECKING(SEE $ INT. FULL HT. WALL SECTION 11 RESTROOM ACOUSTICAL WALL 14 SECTION @ FURRED WALL CEIUNG,SEE PLAN FOR HT. GYP.DO.PARTRTON SEE - CONTINUE STUDS TO ROOF,FILL A5.1 SCALE: 3" = 1'-0" SEE SEC.7.1 & 7.3 SHEET-G A5.1 1.0 SCALE: 3" = 1'-O" SEE SEC.7M8 SHEET-G1M0 A5.1 SCALE: 3" = 1'-0" SEE SEC.7.11 SHEET-G1.0 J O FINISH SCHEDULE FOR ;! FLUTES WITH INSULATION. z Ch WALL FINISHES I SEE FLOOR PUN AND FINISH M11/2"PLYWD BEHIND GWB I SCHEDULE FOR FLOOR FINISH AND ' ON ALL COSH OFFICE BASE(TYP) I ACOUSTICAL CEILING TILES ® J co I IERIOALLS. w L FORXTYPEC(VARIES)EE ELEVATION ',,' (m 0 BXBMU NOTE:THIS DETAIL APPLIES WHERE THE DISTANCE FROM THE CEILING e TO THE UNDERSIDE OF THE STRUCTURE ABOVE IS GREATER THAN W 2 SECTION @ CASH OFFICE U 06 Q - Q A5.1 LATERAL BRACING TO SCALE: 3" = 1'-O" SEE SEC.7.5 SHEET-G1.0 5/8"DRYWALL,ALL JOINTS + STRUCTURE AS REQ'D BY CODE o TAPED,SANDED SMOOTH,& ® W J Ad _ PRIMED. _ z LO ALTERNATE EACH STUD W/ 6'MT.STUD FRAMING(TYP) .. CUPS 0 4'-0"VERTICALLY O.C. N 3-5/8°METAL STUDS WITH - 5/8'GWB,TO STRUCTURE SEE RCP FOR HEIGHT AND R-19 BATT INSULATION.HOLD ABOVE:SEE FlNISH SCHEDULE CEILING TYPE SUSPENDED GYP,BD.CLING. 7 AND FLOOR PUN FOR WALL LATERAL BRACING TO STRUCTURE AS U Z SUSPENDED GYP.BD.CLNC FINISH + REQ'D BY CODE STUDS 1"OFF FACE OF CMU SEE RCP FOR HEIGHT ADJ. ROOMI I 5/8'GWB TO ROOF DECK ABOVE, WALL SEE FLOOR PUN AND FINISH \\\ Lu JSCHEDULE FOR WALL FINISH(TYP) .. FITTING ROOM PLYWOOD WAINSCOT OR LL t I AT FlrnNG ROOMS:GYP.OO.Wuis V Li :'.•° ••. BACKBOARD WHERE OCCURS. THAT ARE NOT COVERED BY CUBICLES Z _ _ r 5/8'CLUB OVIA 1/2'PLYWOOD; SEE FLOOR PUN AND RA-1 ACOUSTCAL NSULATION 0 MANAGER'S _ NSIE p ARE TO COVERED WRH PANELS HIGH OFFICE I-III III- -) -1I11 I R-10 RIGID INSULATION TO CONTINUE 36 SEE FlNISH SCHEDULE AND KOROGARD VINYL WALL PANELS j= FLOOR PUN FOR WALL FINISH LAY-IN CLING„SEE RCP w LAY-IN CWC,SEE RCP _ .Q " _ -_ -UNDER SLAB AT ALL EXTERIOR WALLS .I (sF(oW9.PANa.To ExrENo DOWN To FOR HEIGHT UY-IN CWC.SEE RCP HEIGHT FOR HEIGHT III=III= =III-III-III=1 I-- FLOOR BEHIND 6'BASE PROVIDE _ _ 6'-0'HIGH KOROGARD VIM WALL PROCESSING ROOM I CONTINUOUS BLOCKING AT TOP AND I I '. - - I=III=III-III-III-111=1J1, B� OM III--_ - -I�R-10 RIGID INSULATION TO CONTINUE PAµNEELL To DcrEND DDELS O`WN To WALL FLLOOR PROCESSING ROOM 1 - - - - -III-III-_-TO TOP Of FOOTING(TYP) BEHIND 6"SASE PROVIDE d ' BOiroMUOUS BLACKING AT TOP AND - - i ^'I' 6/8'GWB OVER 1/2'PLYWD WHERE 5/8'GWB,TO 6"ABOVE CLING,OR -I d. -III-II(-III-III I I- N TO STRUCTURE ABOVE IF NO CING.; LI • a <d OCCURS TO GYP.BD.CIVIC SEE FINISH SCHEDULE AND FLDOR _ _ 3-5/8"MT_STUD FRAMING(TYP) 3-5/8'MTL STUD FRAMING(TYP) PLAN FOR WALL FlNISH 6'MTL STUD FRAMING(TYP) I-I I (�I I-) -III-III- , PoWDER ACTUATED FASTENERS I rtIL - . TO 6'ABOVE FlNISHNORIXi.ARD VINYL WALL PANELS PLYWOOD WAINSCOT OR as e ." II'- 6/B"GWB,TO 6"ABOVE FlNISH =TTj TTI= �= =LIT_ CLING,SEE FlNISH SCHEDULE AND POWDER ACTUATED FASTENERS BOM SINES;SEE FlNISHPOWDER ACTUATED FASTENERS (SNOW)PANELTOMENDDOWN TO BACKBOARD WHERE OCCURS, LJ-jJ I j I L III - I SEE FLOOR PLAIN AND FlNISH ' FLOOR PUN FOR WALL FlNISH AFLOOR BEHIND 6'&SE INSTALL SEE FLOORPUNAND RA-1 -I SCHEDULE FOR WALL FLOOR SEALED CONC..SEE FlNISH SEE FLOOR PUN AND FlNISHSCHEDULE AND FLOOR PUN . PUN AND FlNISH SCHEDULE SCHEDULE FOR FLOOR FlNISH AND FOR WALL FINISH FOR FLOOR FlNISH AND CONTIVUS BLOCKING AT TOP AND AISLE PUN T I I -���� I'' I AND 815E FlNISH BOTT01,1. SEE PUN FOR BXTEM, - I �E(?)�iPoWDER ACTUATED FASTENERS -IFlNISH SCHEDULE FOR HEIGHT 6 .�. �DETAIL I/AH.t Ta' .. -0. .. W 1/2'PLYWOOD 0 MAN4GER'$OFFICE 4. •P . 3 d SEALED CONCRETE,SEE FINISH °'•. SCHEDULE d .°• t• ° •d.: •a: . r. .. z �' ,,'• •: Al °.: EXTERIOR WALL SECTION s FULL HT. WALL @ FITTING ROOM 12 FITTING ROOM PARTITION WALL 15 CEILING HT. WALL SECTION . <, :• SCALE: 1/2" 1'-0" A5.1 SCALE: 3„ 1'-0' A A = SCALE: 3' = 1'-0' SCALE: 3" = 1'-0" SEE SEC.7 SHEET-G1.0 PROCESSING ROOM WALL SECTION PoectnDmber 5116 M moil A5.1 SCALE: 3" = 1'-O" SEE SEC.7.1 & 7.5 SHEET-G1.0 Dmwn by RMJ 0 Checked by RMJ w A5.-1 a Print Date: 11/6/2014 LICENSED ARCHITECT AR-1592 7 8 8 /5/ 4 L NN S.WOODBUR 14'-6" I �Z O WALL BEYONDCo 1 X ~ w PARA1P4E2T,_2 3„ T_AO5..1 AAPET_3�_ 14272„ Q�Q ozd C� O > I ROOF MEMBRANE ON 1/2" I I '� I I '� _� RIGID INSULATION BOARD ON I I on- o f o DECKING AND B"METAL STUDS PER STRUCTURAL DETAILS I I F I g U J - J 00 . I r1i Lu I I o ROOF MEMBRANE ON RIGID a INSULATION BOARD ON (PLYWOOD ON 6" METAL STUDS PER STRUCTURAL DETAILS o a ROOF MEMBRANE ON R-35 A5.1 _ A5.1 W RIGID INSULATION BOARD METAL 1-1/2" EIFS ON 3/4" DENS — — o DECKING PER STRUCTURAL GLAS ON 6" MTL. STUDS _—___—_ T.O.PARAPET 1� _ _—__r_ T.O.PARAPET 1 ;, o DETAILS —C- -�--—-—its'-o" I 1---—-—�2&--0"� U, T PIT ,:: I 1LLLL R-35 RIGID ROOF INSULATION ON R-35 RIGID ROOF INSULATION ON METAL DECK PER STRUCTURAL PLANS METAL DECK PER STRUCTURAL PLANS 1-1/2" EIFS ON 3/4" DENS .� GLAS ON 6" MTL. STUDS 1 1-1/2" EIFS Iv 8X8X16 SOLID GROUTED CMU I 8X8X16 SOLID GROUTED CMU I I I '� Lu 2 1/4" N, I 1-1/2" EIFS N / I ; - -_.... J L 7- ® L m OJ PRECAST CONCRETE CAP 1-1/2" EIFS I -� 7� U) LU4 4X4X16 EMPEROR BRICK VENEER �' V 0 6n LJ U) G1.0/SEC 4.14 LHI LIGHT G1.0/SEC 4.14 LHI LIGHT J o_ � Q I 3 � IJ II 3 J J J w VALANCE SUPPLIED BY ROSS A5'0 N INSTALLED BY G.C. f VALANCE INSTALL D BYRG.C. A5.0 METAL FLASHING W/ DRIP EDGE J m La J 3-1/2" EIFS L z LIGHT FLr) IXTURE SUPPLED BY OVER ANGLE IRON SUPPORT TYP J IF-F. LIGHT flWNRE SUPPLIED BY� I_. — AMERICAN WHOLESALE LIGHTING - AMERICAN WHOLESALE LIGHTING -CLU.ALE AND INSTALLED BY G.C. AND INSTALLED BY G.C. I I' PRECAST CONCRETE CAP ALL JOINTS TAPED, 4X4X16 EMPEROR BRICK VENEER 4X4X16 EMPEROR BRICK VENEER i h 5/8"DRYWALL, 5/8"DRYWALL,ALL JOINTS TAPED, SANDED SMOOTH,&PRIMED. SANDED SMOOTH,&PRIMED. �^ OVER 2X6 METAL STUDS 3-1/2" EIFS EIFS OVER BLOCKING z 3-5/8"METAL STUDS WITH R-19 3-5/8"METAL STUDS WITH R-19 GATT INSULATION.HOLD STUDS 1" o BATT INSULATION.HOLD STUDS 1"OFF FACE OF CMU WALL = OFF FACE OF CMU WALL f ATT u I' 4X4X16 EMPEROR BRICK VENEER 4X4X16 EMPEROR BRICK VENEER 4X4X16 EMPEROR BRICK VENEER STOREFRONT SYSTEM OVER 2X6 METAL STUDS � f„,. I 1x4 WOOD NAILER ._11 7I lb1z4 WOOD NAILER I; d; N ATTACHED W/2 SCREWS I ATTACHED W/2 SCREWS ' I AT EACH sruD(ttP) Y ,' AT EACH STUD(TYP) w' METAL FLASHING WITH DRIP EDGE a I M I d. o Y I I _ r - 1ST FLOOR 1 ST FLOOR __ -— _— -— 4'd 4 1ST FLOOR w 1000 _ - 1000 , T FLOOR z TOF 1 •f.'r __ ' f.'. d " . �.' db TOF 1---------------- ---------974 --- 974 .rF U — � II � LT e, o kn Protect„,mber 5116 Drawn by RMJ -_ Checked by RMJ z (/e EXTERIOR WALL SECTION QEXTERIOR WALL SECTION nEXTERIOR WALL SECTION EXTERIOR WALL SECTION A5.Z / A5.2 SCALE:1/2"m 1'-0" A5.2 SCALE:1/2"=1-0" A�•�SCALE: A5.2 SCALE:1/2"=1'-0" a Print Date: 11/6/2014 Fl LICENSED ARCHITECT DOOR SCHEDULE DOOR AND HARDWARE NOTES AR-'S32 ❑�❑ DOOR NUMBER TYPE W H D HARDWARE TYPE(SEE NOTE 7E) MATERIAL FlNISH REMARKS 1. DO STOREFRONT DOORS A DOORS I 1,tA,&III SHALL BE STANLEYMOR DURA-DUDE 30DO BF-DIRECTIONAL OPERATION AND BE FITTED WITH STANDARD STANLEY HARDWARE. 14,DOOR FRAME B. DOORS 1&1A REWIRES 7-PIN EXTERIOR/INTERpR Ctt1NDER. �SI CLEAR ANODIZED DOOR IB TO HAVE NO LOCKSEf. LWOODBUR ALUM.FRAME WITH - STOREFRONT 69 1/2'ROM CLEAR OPENING;PACKAGE HEIGHT 13'-6' C. ALL EXPOSED HOLES IN STOREFRONT DOORS ARE TO BE FILED WITH FLUSH BLANKS FINISHED TO MATCH DOOR ALUMINUM STATE OF IDAHO INSULATED GLAZING Q SLIDING DOOR A 13'-7' 7'-0" - KEYED LOCKSEi ALUM ALUM FACTORY 7-PIN INTERIOR/EXTERIOR KEY SEE SHEET A1.2(SEE NOTE 1) D. ALL STORE FROM DOORS SHALL BE PROVIDED WHH CODE REQUIRED ACCESSIBILITY SIGNING AND OTHER SIGNING,(DOOR TO REMAIN UNLOCKED..")AS REQUIRED BY LOCAL AUTHORITY. 0LATCH1A VESTIBULE A 13'-Y T-0" - KEYED LOCKSEf ALUM ALUM ON, 69 1/2'NOM CLEAR OPENING;PACKAGE HEIGHT 13'-6" E. NO THUMB TURNS. H SECTIONAL OVERHEAD DOOR -OTSD� SLIDING DOOR FACTORY 7-PIN INTERIOR/EXTERIOR KEY SEE SHEET Al2(SEE NOTE i) 2. INTERIOR DOORS OPENING TO A PERPENDICULAR WALL MUST HAVE WAIL.STOPS WDH CONCEALED MOUNTING MOUNTED TO SOLID IN WALL BLOCKING,HAGER p VESiIDULE 230W CONVEX WALL STOP 2-3/8'CIA,1-3/16"PROJECTION,fi26 SATIN CHROME FlNISH, U o iB SLIDINIO DOOR A i3'-7' 7'G* - KEYED LJCKSET PLUM ALUM CA 69 i/2•NDM CLEAR OPENING;PACKAGE HEIGHT 13'-6 SEE NOTE 1. 3. DOORS WTmIN ACCESSIBLE PATH OF TRAVEL TO BE OPENARLE WITH A SINCE EFFORT BY LF/QR,PANIC BAR OR PUSH/PULL HARDWARE,DOOR Z y CENTERED 18B VIEWER AT 5'-0" 2 NOT USED - - - - - - OPENING HARDWARE TO BE BETWEEN 30'TO 44'AF.F.r EXCEPT AS PROVIDED BY CODE(SEE 1 ABOVE). O C=.J O p-- A,F. 4. PADLOCKof g' DELAYED EXIT DEVICE A OF NATO H AND COMPACTOR DOOR PROVIDE ONE(1)EACH 7-PIN BEST 41B72-M1 PADLOCK CHANT(LA'C.C.) h O3 EXIT D S-0" 7'-0' 1 3/4' (SEE NOTE 18) HM HM PAINT STOP FACE MOUNT SELF CLOSER(PREPAIM TO MATCH INT.DOOR COLOR).BAST 7-PIN MOROSE CYL,PREPARE OR& B. OVERHEAD DOOR PROVIDE TWO(2)EACH 7-PIN BEST 41B72-M1 PADLOCK WITH CHAIN(Bf GC.r PER DOOR. Q o NO EXTERIOR OPERABLE HARDWARE FRAME FOR CONCEALED INSTALLATION;CONNECTION REO'D TO FIRE DETECTION SYSTEM. (SEE NOTE 24) 3 PANIC DEVICE 80 DEGREE VI SEE TE 2,STOP F E MOUNTSELF-CLOSER,FULL CANOPY,BEST 7-PI CYL, D HANDLE 5. DOORS OTHER THAN STOREFRONT VICH REQUIRE CLOSERS SHALL RECEIVE AN'LCN"1404XP CLOSER,AS INDICATED IN SCHEDULE DOOR CLOSERS TO BE <w O MAN DOOPROCESSIR ROOM / ( ) - NTERKIR ABOVE ARROW EXIT DEVICE AT+54'AF.F.TO CLOSE DOOR(SEE NOTE 24).UNDER NO CIRCUMSTANCE ADJUSTED TO PROVIDE FORA UM EFFORT TO OPERATE OF 5 POUNDS FOR INTERIOR DOORS AND 8.6 POUNDS FOR EXTERIOR DOORS.EFFORT MAY oft PADLOCKING TRACK LATCH 4 H 3'-0' 7'-0' 1 3 4' SEE NOTE 20 HIM HIM PALM AT INCREASE TO 15 POUNDS MAXIMUM AT FIRE DOORS.CLOSER$MUSE ALLOW THREE SECONDS TO MOVE DOOR FROM A 70 DEGREE OPEN POSITION TO A POINT ¢ K6jJ~ AT BOTH TRACKS NO EXTERIOR DEVICE LE HARDWARE SHALL THIS DOOR BE USED AS A SALES FLOOR EGRESS,NO EXCEPTIONS 3"FROM THE LATCH,IF CONFLICT WITH CODE, FIRE&LIFE SAFETY CODE SHALL PREVAIL DO NOT USE HOLD OPEN DEVICES GO c DELAYED IXR DEVICE STOP FACE MOUNT SELF CLOSER(PREPNNT TO MATCH INT.DOOR COLOR),BEST 7-PIN MORTISE CYL,PREPARE DR& 6. TIIRESHIOLUS SHALL NOT EXCEED 1/2- O E%R D 3'-0' 7'-0' 1 3/4' (SEE NOTE 18) HM HIM PALMO>" FRAME FOR CONCEALED INSTALLATION;CONNECTION REQ'D TO FIRE DETECTION SYSTEM(SEE NOTE 24) N HEGHT ]yp p �E NO EXTERIOR OPLRABLE HARDWARE ¢�_ © OFFICE KICK PLATE HALL SIDE STOP FACE SELF CLOSER,ONE AY VISION LIE 4"z 20"(CLR TO INSIDE OF E) 7, LOCKSETS/LATCHSES O }y r HALL F 3'-0' 7'-0' 1 3/4" DIGITAL LATCHSE AND CLOSER,SEE SITE NOTE SC HIM PAINT VISION FROM NAU-WAY IN@ SALES FLO(IR,FRN,IE TO BE PREFlNISHED TO MATCH SW70D5 RARE WHITE".TRILOGY T2 A INTERIOR LOCKSETS TO BE BEST gg93K7A814C626�(/CURVED RETURN LEVERS LOCKSETS TO HAVE BEST 7-%N CYLINDER O LEVER DIGITAL LOCK BY ALARM LOGK SYSTEMS;BEST 7-PIN CYLINDER. B. INTERIOR LATCHSLIS TO BE BEST}43KON14C626 W/ CURVED RETURN LEVERS 00-KICK PLATE PUSH SIDE,TWO WAY VISION LIIE 4'x 20'(CUR TO INSIDE OF FRAME),FRAME TO BE PREFlNISHED 70 . OFFCE AND EOIPMENT CLOSET TO RECEIVE BEST 193K7-D-14C626 W/CURVED RETURN AND BEST 7-PIN CYLINDERC. O7 LOCKER ROOM F 3'-0' 7'-0" 1 3/4' LATCHSET AND CLOSER SC HIM PAINT ,1�1 D. CASH OFFICE TO RECEIVE BEST 45H7-TD-14-H-fi26 MORTISE LOCK W/NIEFUMING DEADSOLT BINATION.BEST 7-PIN CYLINDER W/CURVED O d U MATCH SW7005 TARE WHITE'.LATCHSET BES g93KON14C626 n'T^CURVED RETURN LEVER;HINGE FACE SELF CLOSER RETURN LEVERS 0 O MORTISE KEYED LOCKET E PULL&PUSH HANDLE BY TRIMCO 6"X 6'PULL PLATE WITH 8"PULL 630 SATIN STAINLESS STEEL FINISH LOW-%DOOR$i 12&13. N W © CASH OFFICE G Y-0' 7--0' 1 3/4' (SEE NOTE 7D) SC HIM PAINT 16 GA H.M.WELDED FRAME BACKED W/DOUBLE STUDS AT EACH SIDE OF JAMB,HINGE FACE SELF-CLOSER 180 Kri BEST 7-PIN CYLINDER DEGREE VIEWER,SEf DOOR NOTE 12.KICK PLATE 0 PUSH SIDE 8, WOOD AND H.M.DOORS TO HAVE 3 FULL BEARING MORTISE HINGES WITH NON-REMOVABLE HINGE PINS,DOOR CLOSERS,AND DOOR STOPS(INTERIOR DOORS), C Z M J o i DOOR TYPE NOTES FINISH US26D(SATIN CHROME). HINGES ON ALL EXTERIOR HM MAN DOORS ARE TO BE STAINLESS STEEL }N N ER'S OFFICE G 3'-0' T-0' 1 KEYED LOCKSEr AND CLOSER 9'z30"VISION LIE O MANUG 3/4' (SEE NOTE 7C) SC HIM PAINT KICK PLATE PUSH SIDE BEST 7-PIN CYLINDER, HINGE FACE SELF CLOSER,180 DEGREE VIEWER(SEE NOTE 12) 9. HOLLOW META FRAMES SHALL BE 18 G4 PRESSED,FLUSH TYPE WITH MITERED AND WELDED CORNERS.CASH OFFICE FRAME SHALL BE 16 G4 H.M.FLUSH O N EASY SWING DOOR - TYPE WIH DOUBLE STUDS AT JAMBS FRAMES ARE TO BE REINFORCED AND PREPARED FOR HARDWARE PROVIDE 4'HEAD FOR FRAMES IN EXTERIOR CMU THE FOLLOWING ARE THE ROSS MINIMUM ACCESSIBILITY REQUIREMENTS FOR OPERABLE INTERIOR KEYED LOCKSET ANT CLOSER OPENINGS WHERE APPROPRIATE TO MATCH MASONRY COURSING. ElI BUMPER STRIP /EXTERIOR DOORS AT ROSS STORES REGARDLESS OF LESSER OR ABSENT REQUIREMENTS OF 10 EQUIPMENT CLOSET C 3'-0' 7'-0' 1 3/4' (SEE NOTE 7C) SC HIM PAINT KICK PLATE PUSH SIDE,LOUVER 200 SQ.INCH FREE FACE AREA.BEST 7-PIN CYLINDER,HINGE FACE MOUNT CLOSER GOVERNMENTAL AUTHORITY.THERE SHALL BE NO CASE$ HERE THE OPERABLE DOORS AT ROSS 10. HN DOORS ARE TO BE 18 GA.,FACTORY PRIMED STEEL,FLUSH TYPE WITH INSULATED WEATHER SEALED CORE; STIFFENING;HARDWARE REINFORCING;CLOSED I 5"z26"VISION UTE STORES DO NOT MEET THE FOLLOWING MINIMUM REQUIREMENTS LANDLORD MUST ENSURE THAT KEYED LOCKSEr AND CLOSER LOUVER WITH 100 SO.INCH FREE FACE AREA(OMIT LOUVER AND PROVIDE 2"UNDERCUT DOOR WHEN DOOR OPENS TOP&BOTTOM CHANNELS;AND HANDED FOR INDICATED SWING, DO NOT USE UNIVERSAL TYPE DOORS 1 I IF HIGHER OR MORE STRINGENT STANDARDS ARE REQUIRED BY GOVERNMENTAL AUTHORITY THAT 11 JANITORIAL CLOSET C 3'-0' 7'-0' 1 3/4' (SEE NOTE 7A) $C HIM PAINT INTO PROCESSING ROOM),KICK PLATE ON PUSH SIDE BEST 7-PIN CYLINDER,HINGE FACE CLOSER,MARBLE THOSE HIGHER STANDARDS ARE MET. THRESHOLD, 11. SCUD CORE WOOD DOORS SFNLL BE PALM GRADE BIRCH SKINS WITH SOW STAVE CORES WOOD,PANT GRADE 1. DOORS MUST BE A MINIMUM OF 3'-0'WIDE AND 6'-8'HIGH. WOMENS PUSH AND PULL PLATES KICK PLATE PUSH SIDE,ACCESSIBILITY SIGNING(SEE NOTE 22),HINGE FACE CLOSER,UNDERCUT DOOR 2'. 11 DOOR VIEWER TO BE ADVANCED SAFETY DEVICES MODEL IDS238-SLUR.TOILET ROOM DOOR WITH PUSH PLATE AND PULL HANDLE. 5X18 JAMB GUARDS ON M 12 RESTROOM C 3-0' 7-0' 1 3/4' (SEE NOTE 7E) SC HM PAINT MARBLE THRESHOLD, BOTH SIDES �F 2 DOORS MUST OPEN A MINIMUM OF 90 DEGREES 13. DOOR TYPE'F"SHAH RECEIVE A 4"z20"H VISION UTE M A WELDED STEEL FRAME FINISH TO MATCH DOOR. SEE DOOR REMARKS FOR BASS TYPE CLEAR _I TYPE B S.S.KICK PLATE HALL SIDE TlPE F OR ONE-WAY. I 3. CLEAR WIDTH OF DOORWAYS MUST BE 32"MINIMUM. 13 MRESIROOM C 3'-0" 7'-0" 1 3/4' -(�40TE�E)PLATES SC HM PAINT K�BLE THRESHOLD,SIDE,PLATE PUSH ACCESSIBILITY SIGNING(SEE NOTE 22),HINGE FACE CLOSER,UNDERCUT DOOR 2'1 H4. DOOR TYPES"C",'P"&'G'SH1IL RECEIVE ON THE HALL SIDE A 12"KICK PLATE BY BROOKLINE INDUSTRIES.FINISH BMHA 626 W/COUNTERSUNK SCREW 4, DOUBLE DOORS/AUTOMATIC DOORS AT LEAST ONE LEAF MUST COMPLY 0 ITEMS 1 HOLES. THROUGH 3 ABOVE 14 PROCESSING ROOM B 6'-o" 7--0' 1 3/4' PAIRED TRAFFIC DOOR WITH JAMB PROTECTION PC HIM FACTORY PRE-FINISHED TRAFFIC DOOR.PAINTED METAL FRAME(SEE NOTE 15). UNDERCUT DOOR 1". 15. DOOR'B'TO BE ELIASON,EAST-SWING P-11 PLUS(PLASTIC HONEYCOMB CORE),103'WHITE'FINISH WITH 9.30 SET 0 42'TO THE INSIDE OF THE FRAME WOOD, PALM GRADE 5. THE BOTTOM 10"OF ALL DOORS,EXCEPT AUTOMATIC AND SUDING DOORS,SHALL HAVE A TRAFFIC DOOR (SEE NOTE 15) FINISH WWTE'MOLDING,AND PAINTED HOLLOW�IEfAL FRAME WITH 5X18 JAMB GUARDS SMOOTH,UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A%HEELQHVR 16. GENERAL CONTRACTOR TO PROVITE CONSTRUCTION CORES FOR ALL EXTERIOR DOORS PRIOR TO TURN OVER.AT TIME OF TURN OVER CONTRACTOR IS TO TURN 187 DOOR VIEWER 0+6D"AFF FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.WHERE NARROW FRAME DOORS 15 ELECTRICAL ROOM C 3'-0' 7'-0" 1 3/4. KEYED LOCKSET AND CLOSER SC HM PAINT UNDERCUT DOOR 2",STOP FACE MOUNT CLOSER OVER TO ROSS STORE MANAGER CORE EXTRACTION KEY. ARE USED,A 10'HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH^SIDE OF THE DOOR, (SEE NOTE 7A) H �IOHHDOALLOWS US�IH�DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WTIHOL f A TRAP OR 17. ROSS STORE MANAGER TO BE RESPONSIBLE FOR REKEYING STORE p 1 3/4"S.C. ® RECEIVING E 8,-0" 8,-0" _ SLIDE BOLT EACH SIDE TOR MIL PAINT 591 SERIES THEMACURE INSULATED STEEL SECTIONAL OVERHEAD DOOR,TWO SLIDE BOLTS AT 36',PADLOCKS EACH I& SALES FLOOR EXIT DOORS NO.3 AND No.5 ARE TO BE EQUIPPED WITH THE ALARM LOCK PUSH BAR MODEL 716 DELAYED EXIT DEVICE WITH BEST 7-PIN 1_4• 6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 6 LBS.FOR EXTERIOR AND OVERHEAD (SEE NOTE 19) SIDE(SEE NOTE 4B),VERTICAL OVERHEAD PARKING,180 VIEWER CENTERED IN EACH(SEE NOTE 12) 4* INTERIOR DOOR,SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED ® MORTISE CYLINDER AND CONCEALED INSTALLATION USING VON DUwRIN EFT-10 POWER TRANSFER HINGE AND DETECTION SYSTEM WITH TIME-DELAY BY-PASS CONTROL,SEE FRAME PREP DETAILS 1&2/DE1.0.(INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS).IF STORE REQUIRES HURRICANE SHUTTERS DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS,COMPENSATING DEVICES DR CASE OPENING,SLIDEBOLT,BEST PADLOCK&CHAIN DOOR,FRAME&CHUTE IN MARATHON RAM-JET COMPACTOR PACKAGE(WITH SUDEBOLT&LATCH FOR PADLOCK)BY THEN DOOR/3 IS TO BE EQUIPPED WITH INSIDE/OUTSIDE KEY CONTROL IN ADDITION TO DELAYED EXIT EGRESS DEVICE LOUVER,WHERE NOTED IN DOOR REMARKS TRASH COMPACTOR K 3'-4" 3'-C - MIL MIL PAINT AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS.WHEN FIRE 17 (SEE NOTE 4A) G.C., SILL AT+40",INSURE ADEQUATE SLOPE IN CHUTE. 19, DOOR'ESA 591 SERIES THERMACORE INSULATED STEEL SECTIONAL DOOR BY THE OVERHEAD DOOR CORPORATION DALLAS,TEXAS;8'-0•X ( DOORS ARE REQUIRED THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO STANDARD BULB-TYPE BOTTOM SEAL AND OPTIONAL HEADER SEAL AND JAMB WEATHERSTRIPPING;2'TRACK;MANl1AL OPERATION COLOR:WwTE;WITH TWO(2) THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AlBFI0R11Y,BUT SHALL NOT Z S.S.KICK PLATE HALL SIDE EXCEED 15 CBS. 18 ROOF HATCH - 2'-6" S-O" - - MR MIL PAINT BEST PADLOCK(SEE NOTE 4A);SAFETY POLE SEE DETAILS 3&4/A1.1;BILCO OR APPROVED EQUAL INTERIOR MOUNTED SUDS LOCKS,ONE AT EACH SIDE AT+36"AFF. INCLUDE TWO(2)BEST 41B72 PADLOCKS. 0 7, IF THE DOOR HAS A CLOSER,THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE d TYPE C TYPE G O KEYED DEADBOLT WITH THUMB TURN BEST 7-PIN CYLINDER,DRIP EDGE SIGN WORK CAVITY ACCESS LOCATED ON ROOF. DOOR SILL/THRESHOLD TO BE EXIT DOOR NO.4 IS TO BE EQUIPPED WITH THE ARROW 330 PANIC DEVICE WITH LOW BATTERY ALERT,BEST 7-PIN CYLINDER AND BMHA 626 FINISH.W4 AND SA ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR WILL TARE AT LEAST 19 ROOF ACCESS D 3'-0" 6'-0" 1 3/4" FULL DEADBOLT&RAIN HOOD HP HM PAINT 1'-0'ABOVE FINISHED ROOF. ARE TO BE EQUIPPED WITH ALARM DOOR-PUSH BAR SIRENLOCK MODEL 7DO.EXIT DEVICE WITH BEST 7-PIN MORTIS CYLINDER K 3 SECONDS TO MOVE TO h PONT 3'FROM THE PATCH,MEASURED TO THE LANDING EDGE OF DOOR. 20. ANY QUESTION OR PROBLEMS W/LOCKING HARDWARE SHOULD BE DIRECTED T0;BEST LOCK CORPORATION(SEE SHEET AO.O FOR CONTACT INFO.). U 21. UNLESS OTHERWISE REQUIRED Bi LOCAL AUTHORITY.INSTALL ACCESSIBLE TOLEr ROOM SIGNING ALL OTHER SIGNING REQUIRED BY ADA OR LOCAL AUTHORITY, W B. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30"AND 44" 9 ROOF ACCESS D 3'-0' 6'-0' 1 3 4' KEYED DFADBOLT WITH THUMB TURN, HM HM PALM BEST 7-PIN CYLINDER,DRIP EDGE SIGN WORK CAVITY ACCESS LOCATED ON ROOF. DOOR SILL/THRESHOLD TO BE WHEDIER AT TOILET ROOMS OR ELSEWHERE IN THE BUILDING,MUST BE PROVIDED AND INSTALLED BY THE GENERA CONTRACTOR,SUPPLED BY GENERA. ABOVE THE FLOOR LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE ® / FULL WEATHERING&RAN WOOD 1'-0"ABOVE FINISHED ROOF. CONTRACTOR. Z IN A PATH OF TRAVEL SHALL BE OPERABLE WTH A SINGLE EFFORT BY LEVER TYPE HARDWARE, @ O 180- DOOR VIEWER 0+6C AFF PANIC B AS,PUSH-PULL ACTNARNG BARS OR OTHER HARDWARE DESIGNED TO PROVIDE 22. DOORS NO,6 AND 20 SHALL BE CONTROLLED BY A TRILOGY T2 LEVER DIGITAL LOCK(DL 2701 IC/26D)BY ALARM LOCK SYSTEMS(SEE SHEET AO.O FOR DO PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE, OGRAL LOCKSE,ELECTRIC STRIKE AND CLOSER ORE WAY VISION UTE FROM HALL TO FOYER,STOP FACE MOUNT CLOSER;TRIL1O1�GY1 T2 LEVER DIGITAL LOCK BY ALARM CONTACT INFO).USE BEST 7-PIN CORE 20 TOILET HALL F 3'-0' 7'-0' 1 3/4' (SEE NOTE 23&25) SC HIM PAINT LOCK SYSTEMS.BEST 7-PIN CYLINDER,;VON DUPIN 6211 ELECTRIC STRIKE n,1^LOCKNETICS(SCHIAGE)701 RD W 9. WHERE THE PLANE OF THE DOORWAY IS OFFIE B OR MORE INCHES FROM ANY MEME AIRY ALL CH ICK PLATE HALL SIDE ITOP FACE OU CLOS R 23. ALL EXTERIOR DOORS ARE TO BE FULLY WEATHERSTPoPPED INCLUDING A RAIN DRIP AND DOOR BOTTOM,HAVE ACCESSIBLE THRESHOLDS(EXCEPT DOOR 19) OBSTRUCTION WITHIN 18'MEASURED LATERALLY ON THE LATCH SIDE,THE DOOR SHALL BE AND CONCRETE LANDINGS(OR SIDEWALK).EXTERIOR DOORS OPENING ON TO TRAFFIC AREAS ARE TO BE PROTECTED BY PIPE BOLLARDS. PROVIDED WITH MANEUVERING CLFANNCE FOR FROM APPROACH. 21 SIGN ACCESS PANEL - 30' 30' -- -- -- -- -- _ 1-3/4 PANTED,FLUSH HOLLOW METAL DOOR 24. PROVIDE VON DUPRIN-MODEL 6211 ELECTRIC STRIKE WITH LDOKNETICS(SCHLAGE)701 RD MOMENTARY WALL SWITCH(800)950-4573. 10. FLOOR OR LANDING ON EACH SIDE OF THE DOOR TO BE LEVEL AND CLEAR,LEVEL AREA IN THE DIRECTION OF THE DOOR SWING IS A MINIMUM OF 60'IN LENGTH.LEVEL AREA HURRICANE _ _ _ 25. SECURITY SHUTTERS-ANODIZED ALUMINUM SECURITY SHRTER BY QMI SECURITY SOLUTIONS,VERTICAL TRACK MOUNTED AT INTERIOR TO STOREFRONT OPPOSITE THE DIRECTION OF THE DOOR SWING IS A MINIMUM OF 44-48"IN LENGTH, O SHUTTER - - - VERIFY WHERE REQUIRED,SEE NOTE 82 ON SHEET G1.1 MULLIONS,LOCKING MECHANISM AND LIFTS MOLINIED AT 36'AF.F.AT DOORS AND AT 27"AF.F.AT WINDOWS;SLAT TYPE ALB-E;STYLE PUNCH 51;10' DEPENDENT UPON DIRECTION OF THE APPROACH&EXISTENCE OF A LATCH&CLOSER,SURFACE HOUSING MOUNTED TO STOREFRONT VERTICAL MUWOHS,CONTROL TYPE SPRING A-7-13.VERIFY WHERE REQUIRED,SUPPLIED AND INSTALLED BY ROSS LP. LU SLOPE OF THE LEVEL AREA SHALL NOT EXCEED 1:50 GRADIENT(2%). O SECURITY SHUTTER J VARIER$ VARIES - SEE NOTE 26 ALUM ALUM CALF SEE ALOE 26 TYPED TYPE H EX THE WIDTH OF THE STRIKE E AREA ON THE SIDE TO WHICH THE DOOR SWINGS ASTSRALLT EXTEND 24"PAST THE STRIKE EDlE OF THE DOOR FOR EXTERIOR DOORS&18"PAST THE STRIKE EDGE FOR INFERIOR DOORS LEGENDGENERA H4RDVlARE NOTES ALUM ALUMINA A SEE DETAIL 4/A5.1 FOR TYPICAL HEAD DETAILS AT EXTERIOR HOLLOW METAL DOORS&FRAMES IN CMU WALL,U.O.N, FM HOLLOW ME AL SC SOLID CORE MAL TOR THHEERMACORE CALF CLEAR ANODIZEDFINISH PC PLASTIC HONEYCOMB CORE SECURITY SHUTTER HOUSING SECURITY SHUTTER AT U) SHUTTEROTRACKSWINDOWS ROOM FINISH SCHEDULE LU W SHUTTER(RACKS ARE-FINISHED ROOM FINISH & MATERIALS NOTES MOUNTED TO NT CH"THIN PACK GOON ROOM FLOOR(SEE NOTE 6) WALLS WALL FINISH CEILING OTHER COLUMNS DES REMARKS 1 STOREFRONT MULLIONS COORDINATE ALL ORDERS AND DELIVERIES WITH THE LISTED VENDORS.NO SUBSTRUTENS WILL BE ALLOWED. IIIIs1 SECURITY SHUTTER AT SLIDE BOLT WITH LATCH \ a Gi AND TRIM ROCK'CLASSIC GRANITE"-VL-120-"CLASSIC WHITE'(FffL.D TILE) STOREFRONT DOORS AND CHAIN FOR G.C. Y.C.T.'B"AZROCK"CLASSIC GRANITE'-VL-122-'CLASSIC GRAY'(ACCENT TILE) INSTALL IN ACCORDANCE AZRDOK DOMCO INSTALLATION MANUAL..SHADE MATCHING IS MANDATORY. CONTACT AZROCK IF DEFECT(S)ARE DISCOVERED. SUPPLIED BEST PADLOCK LL m ,o WITH / USE M210 MASTIC. d LU +D iT W ::1 i o 2. TILE TO CONCRETE TRANSITION STRIP-JOHNSONITE IRRS-28-C'MEDIUM GRAY'. Q o W N o v W w N Its 3. RUBBER BASE:JOHNSONITE/40'BLACK",6". DO NOT INSTALL VINYL BASE IF GAP BETWEEN CORNER GUARDS IS EQUAL TO OR LESS THAN i' _ FINISH FIR. = Q a '� o v 4. CENNG TO BE ARMSTRONG'MINABOARD•1755,COLOR-WHITE;GRID TO BE ARMSTRONG PRELUDE XL 15/16'EXPOSED T'GRID,COLOR'WHITE"USE ONLY O CD TYPE,F TYPE K N o o v'S3 ^ ^ g ^ o ARMsTRoNG ACCESSORIES.DESIGN GRID PER LOAD GANDIIII Z ' ) Q $ z z o o rc N k' 0 S. PAINT TO BE SHERWIN WILLIAMS-UNLESS NOTED OTHERWISE. V, M o y N o ul � 8 T a E € gM 41 .. F p o F,y g 'p� Li o �- W A SW$7006-PURE WHITE-'PROMAR•LATEX EG-SFEL FlNISH-AT ALL GYPSUM BOARD SURFACES,UNLESS OTHERWISE SPECIFIED. 00 m i� .'.+ is B. SW/7006-PURE WHITE-"PROMAR'AM SEMI-GLOSS ENAMEL-AT GYPSUM BOARD CEILINGS ONLY IN ROOMS 1114 WOMEMS RESTROOM,/115 0 a amy o o ter. g r� o o s r� ri MEAL'S RESTHOOM AND/116 JANITORIAL CLOSE AND AT ALL SURFACES OTHER THAN GYPSUM BOARD. O W 1 DOOR TYPES NO. NAME > `>' S m u. .'S �n nee LS a mi LS c'�i a i5 Z5 To 2 � i C. SW FLOSS INTERIOR BLUE'-"PROW'LA1Tf SATIN/EGGSHELL FINISH-To 4'ABOVE VALENCE BRACKET BOARD O SALES FLOOR PERIMETER.SEE �J /� 2 %o DETAIL 3 AND INTERIOR ELEVATIONS SHEET A5.0 ` V) KUlD A6.0 101 SALES FLOOR • • • • • • • a • m • a • m • • • - O W SCALE: N.T.S. 6. NEW CONCRETE MM$j BE TREATED WITH THE CREIESEAL C520DO SPRAY APPLY SYSTEM(15 YR.WARRANTY)APPLIED IN ACCORDANCE WITH MANUFACTURERS CII 102 PROCESSING ROOM • • • • • • • • 4'-D"H PLYWD WAINSCOT REQ'D IN TRAFFIC AREAS(SEE RA-1) INSIRlKTIONS. THE CS2000 2-DAY SYSTEM N!T DO USED ON EXISTING SLABS. ® Q O 103 NOT USED IN THIS PROTOTYPE 7. SLATS)IUSF BE DESIGNED AND PREPARED TO TEST AND MAINTAIN MOISTURE VAPOR EMISSIONS AT OR BELOW 5-CBS PER 1000 SF PER 24-HRS USING THE 0 CALCIUI,)CHLORIDE METHOD.(TEST RESULTS SHALL BE PROVIDED TO ROSS CONTRACTION MAULER). THE PROCESSING ROOM,ELECTRICAL ROOM AND OTHER 104 MANAGER'S OFFICE • • • • • • • PLYWOOD BACKING REQUIRED AREAS OF THE SLAB NOT RECEIVING FINISH TILE OR CARPET ARE TO RECEIVE A TWO-GOAT MPLICATION OF A PENETRATING LOW VISCOSITY EPDXY OR ACRYLIC I= SEALER. 105 CASH OFFICE • • • • • • • • PLYWOOD BACKING REQUIRED ( Q W 2 8. MARLRE TRIP,SLATE SURFACE,S-1000 WHITE,WITH MATCHING MOLDINGS AT ALL JOINTS.INSTALL FULL HEIGHT +B'-6'AT RESTROOMS&FULL HEIGHT AT - Z HO6 MEN'S FITTING RDOM • • • • • • • • PLYWOOD BACKING REQUIRED JANITORIAL CLOSET)FROM TOP OF TILE BASE TO CEILING. USE ONLY MARLITE ADHESIVES AND SEALANTS,SMOOTH FINISH. _ 1i 107 WOMEN'S FITTING RDOM • • • • • • • • PLYWOOD BACKING REQUIRED 9. RESTROOM AND JANITORIAL CLOSET WALLS TO BE 5/8'A-D EXT PLYWOOD W/FlNISH FRP OVER SEE 11/A5.1. CO LL /V/■,� 108 FITNG ROOM FOYER • • • • • • • - to. NOT USED 4 j LO _Z 109 LOCKER ROOM • • • • • • • • - 11. TILE ADHESIVE PER MANUFACTURERS WRITEN RECOMMENDATIONS.VERITCATION MAY BE REQUIRED BY ROSS CONSTRUCTION REPRESENTATIVE ,,,y O 110 EQUIPMENT CLOSET • • • • • • • • PLYWOOD BACKING REQUIRED 12. CERAMIC TIE:DAL-KEYSTONE GLAZED PORCEAIN 61 TIE DESERT GRAY SPRECKLED'B931 WITH 6X12 COVE AND COLORED GRANT TO BE CUS'TON BUILDING Q 111 TOILET HAIL • PRODUCT$STAIN FREE EPDXY'DOVE GRAY 370. / • • • • • • • - J 112 ELECTRICAL ROOM • • • • • • • PLYWOOD REQUIRED 13. G.C.IS TO PROVIDE AND INSTALL CORNER GUARDS ON ALL EXPOSED OUTSIDE CORNERS OF ALL WALLS AND COLUMNS AS SHOWN IN THE FINISH SCHEDULE (SEE NOTE 16 FOR PROCESSING ROOM REQUIREMENTS).INSTALL TIGHT TO FINISH FLOOR AND SECURE WITH LIQUID NML ADHESIVE AND COUNTER SUNK LL 113 NOT USED IN THIS PROTOTYPE SCREWS(EXCEPT AT SIEEI COLUMNS).CORNER GUARDS ARE TO BE APPUED TO 6'-0"UNNLESS NOTED OTHERWISE. CORNER GUARDS TO BE'PAWLING" SNOW WHITE'EXTRUDED FROM CALIFORNIA CASTER,SEE SHEET A0.0 FOR CONTACT INFORMATION. 114 WOMEN'S RESTRDOM • • • • • • A-0,G-1,D(T-MA 6/B'PLYWOOD&1CKING REQUIRED 14. ALL SALES FLOOR COLUMNS TO RECEIVE 6'-0''SNOW�IHITE'CORNER GAAIIOS BY CAL-CASTER FROM FINISH FLOOR.GAP BETWEEN CORNER UARDS TO 0 115 MEN'S RESIROOM • • • • • • A-C,G-1.EXT-APA 5/8'PLYWOOD BACKING REQUIRED BE PAINTED SW7005 PURE WHITE IF GAP IS GREATER THAN i THEN INSTALL*CLEAREST OCEAN BLUE"WALL PANEL AND PROVIDE BLACK VINYL BASE BETWEEN GUARDS AT FLOOR. 5 N 116 AVOW CLOSET • • • • • • A-C,G-1.EXT-APA 5/8'PLYWOOD BACKING REQUIRED O 15. KOROGARD PANELS TO BE INSTALLED AS NOTED IN THE FINISH SCHEDULE AND PUN SHEETS AND AT AM SURFACE REQUIRING PROTECTION FROM IMPACT SUCH AS � 117 SALES VESTIBULE • • • • • • _ =1 WAL1S AND KNEE WALL AT THE STOREFRONT,COLUMNS,AND AM OTHER SALES FLOOR WALL AREA THAT IS NOT MERCFLANDSED.SECURE WITH O MANUFACTURER SUPPLIED ADHESIVE KOROGARD WALL PANELS TO BE APPLIED TO 6'-0"UNLESS NOTED OTHERWISE I Lilt SIGN WORK CAVITY 16. PROVIDE 1-1/2'STEEL ANGLE CORNER GUARDS AT ALL EXPOSED OUTSIDE CORNERS OF PROCESSING ROOM TO W-O"A.F.F.OR TOP OF DOOR FRAME 0 CA 119 OFFICE HALL • • • • • • • • • J 120 EXPANSION AREA • • • 121 EGRESS CORRIDOR • • M!^ W O GENERAL FINISH SCHEDULE NOTES O A NOT USED � a NOT USED W C.STRAIGHT RUN TILE ON SALES FLOOR TO BE FULL,ALIGNED TILES WHERE POSSIBLE OBTAIN MOST RECENT LAYOUT FROM ROSS CONSTRUCTION REPRESENTATIVE PRIOR TO INSTALLATION,FOLLOW MANUFACTURER'S INSTALLATION MANUAL,SHADE MATCHING MUST BE CHECKED. Q D.AT ALL DRYWALL,TAPE,FILL AND SAND EXPOSED DRYWALL JOINTS AND SURFACES TO PRODUCE A SMOOTH UN-TEXTURED SURFACE,PRIMED AND READY FOR SPECIFIED FINISH.FEATHER COATS ONTO ADJOINING SURFACES SO THAT CAMBER IS MAXIMUM 1/32 INCH.ALL WORK SHALL BE IN ACCORDANCE WITH GYPSUM ASSOCIATION SPECIFICATION GA 216. FINISH AS SPECIFIED. Z O} E.ALL EXPOSED CONCRETE OR MASONRY WALL SURFACES SHALL BE CLEANED,SEALED AND PAINTED. Z U F.CONCRETE SEALER TO BE APPLIED TO NEW&EXISTING CONCRETE SLABS(INCLUDING THE SALES FLOOR)PER ROOM FINISH&MATERIAL NOTE 6&7. EXTRA G{g7ERLA Project number 5116 rn Kr D - I.NOTE USED rawn by RMJ O 2 CENNG TILE-LEAVE 2 UNOPENED BOXES Checked by RMJ � 3.FLOOR TILE-LEAVE 2 UNOPENED BOXES OF EACH VINYL TILE 4.FLOOR ADHESIVE-LEAVE 2 GAL UNOPENEA6.0 CWD 11 a Print Date: 11/6/2014 ��,ENGINff9 ISTF9F O C'tQQ9 'OFIDP�DS a Structural Notes A`bMn STRUCTURAL DRAWING LEGEND U Design Criteria Structural Steel General z Iw-- SN-1 Structural Notes Structural design to accordance with International Building Structural steel shall conform to the following standards unless All workmanship and materials shall conform to the requirements O a Code,2012 edition. otherwise noted on plans: of the International Building Code,2006 edition. S-1 Foundation Plan r� Wide flange structrual beams and columns(W)shall conform Shop drawings for all structural components,Including but not limited a o Dealgn Loads: Roof Snow Load 25 per S-1.1 Foundation Details Roof Dead Load 15 per to ASTM A52S,Grade 50(N •50 kal)or ASTM A13W to pre-engineered roof trusses,structural insulated floor,wall,or Q o W (mimimum Fy = 50 kal) roof panels,structural steel members,precast or prestressed concrete S-2 Roof Framing Plan S m Snow Importance Factor ID Square and Rectangular structural steel tubing(HSS)shall members,etc.,shall be submitted to the engineer of record for review conform to ASTM A500,Grade B(Fy = 46 kal) prior to construction. Review by the engineer of record Is for purposes S-2.2 Roof Framing Details o} Steel pipe columns shall conform to ASTM A53,Type E or S, of coordination with other building components and for general S-2.3 Framing Details ¢3 a 0 Grade B(N • 35 kal) conformance to the structural drawings. Review does not Indicate that O > Wind American standard(S)"pea,channels(C),angles(L),plates, the shop drawings are correct or complete. Responaiblltty for correctness S-3 Wall Sections Lu and bars shall conform to ASTM A-36(Fy = 36 kal). shall rest with the contractor. Any engineering provided by others shall 11 mo Ir Design Wind Speed 115 mph (3-second gust) bear the seal of an appropriately registered engineer. EHM Engineers Is 0 a 5 or Exposure C Bolts for structural steel: ASTM A325 Unless otherwise noted. not responsible for the adequacy of engineering designs performed O �m Y Wind Importance Factor 10 Unless noted otherwise on plans,all bolted connections are by others. One copy of each submittal a ll be retained for EHM ui bearin t e connections with threads not excluded from Engineers'records. O z-_g Seismic shear plane U N m SDs .162g Except where specifically shown on plans,all holes for bolts Sol Owe shall be standard holes:hole diameter not more than 1/16' Site Class C -Geotech Report larger than nominal bolt size(not more than 1/8'larger for II Seismic Importance Factor 1.0 anchor bolts). Occupancy Category II Where oversize or slotted holes are detailed on the plans, Seismic Design Category B provide hardened washers. Analytical Procedure ELF R 2 -Ordinary Relnf.Masonry Grout beneath column base plates shall be minimum 5000 psi non-shrink flowable grout or dry-pack Install grout under column II base plates after column has been plumbed but prior to floor Soil Bearing Capacity: 3000 par(Geotech Report) or roof Installation. Grout depth shall be sufficient to allow placement without voids. Foundation All steel fabrication and erection shall conform to the current edition of AISC'Specification for the Design,Fabrication and Footings shall be placed on undisturbed existing soil or Erection of Structural Steel for Bulldinga' w compacted granular back fill placed In accordance with Q the geotechnical report for the project. 0 Contractor shall notify geotechnical engineer If clay Light-gauge Steel soils or groundwater are encountered during excavation. Carbon sheet steel must meet the requirements of ASTM A510= For bearing partially on soil and partially on rock,provide Grade 50 kal for 12 gauge minimum 6'sand cushion between rock and bottom of footing. Grade 50 ksl or Grade 33 kal For 14 and 16 gauge z Grade 33 kal For IS gauge and lighter members. Footing excavations shall be clean and free of loose debris, a standing water,or uncompacted material at time of concrete Structural members must be designed In accordance with AISI placement. 'North American Specification for the Design of Cold-Formed co Backftll against foundation walls or exterior walls below grade Steel Structural Members'including 2004 Supplement. w shall not be placed until the tops of the walls are restrained a by the completed floor ayatema. Locate joists directly over bearing etude or headers. O Provide web stiffeners at bearing points and at locations of Concrete: f'c(design)= 2500 pal concentrated loads From above. f'e(to be supplied)- 3000 Pei In 28 days Provide end blocking for joists not otherwise restrained from w rotation. D=' Reinforcing Steel: Conform to the requirements of ASTM A615 Grade 60(N =60 ksi)deformed bars Studs shall be plumb and securely attached to flanges of both for 04 and larger bars. upper and lower runners. Grade 40(F9 = 40 kal)deformed bars Runners shall be securely attached to the supporting structure. permitted for•3 and smaller un.o. Abutting length*of runner shall be securely attached to a common (2) )64a TYPICAL 3b1' �k VERTICALS structural element,or shall be butt-welded or spliced. Minimum coverage: 3'cast against earth Studs not laterally braced with sheathing shall be laterally braced I 281' 1.9 formed with horizontal straps or cold-rolled channels. (2)•4 HORIZONTAL Minimum lap splices: no.4-- 16'un.o. Bracing shall conform to section 03 of the AISI Specification. TYPICAL AT BOND no.5--24'un.o. Maintain temporary bracing at all bearing wall etude until the BEAMS I other sizes per schedule permanent bracing system is completed. i All reinforcing shall be tied or otherwise held in place to prevent Splices to axially loaded studs are not perrnitted. movement during concrete placement. xi I �� Steel Joist* i Manufactured Open-Web Joists: Masonry All design,loading,manufacturing,installation,bridging,strut bracing, and erection bracing per manufacturer's specifications and the Steel Level I Special Inspection Is required per IBC Table 1104B.1. Joist Institute. All materials shall conform to the applicable standards of quality The ISK roof Joist shall have 2 rows of top chord and bottom chord specified In Chapter 21 of the International Budding Code,2012 ed. bridging. Pm = 1500 pal. All bridging shall be horizontal and or diagonal bridging meeting the Concrete masonry units: Minimum net area compressive Joist manufacturers and steel Joist Institute standards as to size, strength- 1500 psi attachment and installation. Mortar: Type M or S per ASTM C210-00 Concentrated loads In excess of 1001be applied to the top or TYPICAL BOND BEAM Grout: 2000 psi minimum compressive strength bottom chords or the open-web Joists shall either be applied at a /� Reinforcing Steel: Conform to the requirements of ASTM 615 panel point of web member attachment,or have a field welded strut SCALE:NTS U) Installed from the point load location to the nearest panel point on Grade 60(N = 60 ksU deformed bars O the opposite chord. See MFGRS.and S.J.I.requirements. For•4 and larger bars. Grade 40(Fy =40 kal)deformed bars All K-sertee Joist attachment at steel bearings shall be a minimum of er Itted for•3 n I sma le two 3/I6'fillet welds 3' long,except as noted. LU Vertical Reinforcing: 2)04®16'oz.except as otherwise noted Minimum one 45 at each corner and at each side all openings -see reinforcing details O Horizontal Reinforcing: (2)•4 at bond beams a 48'oz.max Metal Decking V/ Z J Q (2)4 VERTICAL W W 0 Lap bare 48 bar diameters minimum at all splices. The main roof metal decking shall be Vulcraft 1.5B decking 20ga.or EACH SIDE OF OND. Reinforcing shall be secured against displacement with positioners equal. Attachment shall be with 012 Tek screws in each valley at each EXTEND 32'BEYOND spaced not more than 200 bar diameters on center. support and boundary longitudinal edges with 012 Tek screws a 6' II II OPENING w All construction shall conform to the provisions of Chapter 21 of Side lap Joint connections shall be 010 Tek screws a .c.I2'o Y the International Building Code,2012 ed. J Unless noted otherwise,embedded bolts shall be placed prior to All metal decking manufacturing dealgn,detailing and construction l 1 (2)•4 HORIZONTAL AT MAN grouting,and held In place with templates or other suitable shall meet the latest Steel Deck Institute standards. DOOR LINTEL EXTEND ra' W LL BEYOND OPENING means to prevent movement during grouting. -- I- a V z Special Inspections l '^ l lU•4 HORIZONTAL AT Z M � Non-Shrink Grout MAN DOOR LINTEL M ' Periodic special inspection shall be performed in accordance II II O All column base plate details requiring non-shrink grout shall be with 2S91S IBC Section 11 as follows: supported by grout meeting the following: I. Soil compaction tests to verify bearing requirements,In Pc =6,500 pal prior to placing elevated slabs. accordance with Table 1104.1. =20 Pc =1,500 pal In 28 days II II 2. Concrete and rebar in accordance with Table 1104.4. I I II II The recommended grout Is Masterflow S28 as made by Master Concrete compressive tests shall be completed for U Builders Teclnologles,or a grout of equal specifications. every 50 e.y.,minimum of one per pour. Compressive strength test samples shall be made from every mix II II batch at the Job site. samples shall be made to 2'cube molds as 3. Masonry and rebar in accordance with Table 11045.1 I lU•4 VERTICAL EACH II II per ASTM-C-IOS modified as per CRD-C 621/ASTM-C-1101 for Level I including verification of f'm prior to SIDE OF MAN DOOR premixed fluid,non-shrink grout. All preparation,mixing,placing construction and every 2,500 square feet during and curia shall be In conformance with the MFGRS specifications. The ambient air,base plates and initial material temperatures shall during with a minimum of I prism for each CMU type II II p p during construction. Priam tests 28 days prior to I I II II be In the range of 45°F to SO*F for both mixing and placing. construction will be required If the manufacturers masonry unit strength is leas than 1,900 psi(S'Units). Cure all exposed grout shoulders by wet curing for 24 hours and Grout and mortar compressive strength tests shall be by applying a Master Builders recommended curing compound. completed for every 1000 square feet of CMU wail constructed. 4. Steel construction(bolts and welds)in accordance with Table 11043,specifically including slip critical bolt Inspection in accordance with AISC Specifications. 6. Non-shrink grout compressive test cubes for each LINTEL DETAIL @ MAN DOORS LINTEL DETAIL @ LOADING DOCK O.H.D. batch mixed. Inspection for compliance with preparation,temperature and curing-requirements as per SCALE:36' 1'-0' SCALE:46' 1'-0' MFGS specs. F t Project number 9903 Date 3/6/2014 Drawn by Checked by EHM Engineers, Inc. S N-1 BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE Engineers/Surveyors/Planners Printed 621 North College Road,Suite 100 Twin Falls,Idaho 83301 p(208)-734-4888 fax(208)-734-6049 web:ebminacom Scale As indicated ��NOINrr�,y QEGI9 F9F d F m r � C�9rFOPIDI^�S 0 MARI z �o< 24'-4' 32'-0' 32-0' �w QM I � o HW- I I Q�—�, 3 3 I SEER Ii FOR BUMP-CUT Q�/o>i TO OF FOOTING 9-L1 FOUND BUMP OUT EL _ jr,'-4- - SIM. 8 LI TYP. S-U O A ION - L- ----- --- _ __ J o c� OF FOOTING J —1 L - - L --JTr L_-- -_U ®O Z g AE� II � 1; � � � I I I I I I I I I I I I•.� 0 11 I I I I I I I I II a II I 1I I I I I I. 2 1 a II 10 — — — . — — — I 4'-4' w •I I'-n' H- I I I DIAMOND BLOCK OUTS I '' It I I -TOP OF FOOTING I i TYPICAL AT COLUMNS I I �LE V.•95'-4' TOP OF FOOTING r-1--1 I I --I- IL ELEV.I.95'-4' --- IS-VERIFYI r- r .:q r `fTOP Or FOOTING I I TOP OF FOOTINCs �, �F� Z I ELEV..94'-0' I i ELEV.F 94'-0' L- -J L--- -I •. I b-LI '� 0 IM. 4$ 10 I I 11 I I I I I I �:I g-1.1 I I s-LI I I I I .I Y a`.I 0 I I "M. 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LL g� / ' / S-LI I DEPREsg gTEM WALL I�`? 2 = 8'FOR SLAB OVER I Z r •/ i I TOP OF FOOTING I I AT MAN R.TYP, r / • ? — — ELEV..9'I'-4' I I I vERIFY'LOCATION WITFI I ' I / • I — — — — — — —. — — — — — — — — — - RGHITEGTURAL- TOP OF FOOTING DRAWINGS I I / 1 I ELEV.•98'-8' r / 'I I----------- ---- -- L- J L- J L-- --- -- --- .. ,,. ... _ ... ... . ......, NOTE: VERIFY ALL DIMENSIONS WITH Q NIT CT• -• • AA� ARC E URAL DRAWINGS PRIOR TO '-Ilan' ANY CONSTRUCTION S LI TYP. 3 SEE ARCH.FOR REQUIRED ` FOUNDATION BUMP-OUT I PLAN®NORTH 36'-II' 32'-0' 32'-0' 3g'_0• I2-T' 24 3'is 138'-II' 0 5 10 15 25 10'-4' 4'-4' THIS SET MAY DE PRINTED AT A REDUCED SCALE (T' FOUNDATION PLAN Pmject number 9903 S-1 SCALE: 1/6" = 1'-0" Date 3/6/2014 Drawn by Checked by S-1 Pdnted scale As indicated P46NGINfFq GRID �EGIs •9yO o m t a S1x12'xI'BASE PLATE 'C�"yq OF IDP�O WITH(4)It'#FOR(4) 4' 3/4'xI6•x 41r2'LEG ANCHOR BOLTS w/ '`• SEE ARCHITECTURAL BRICK LEVELING NUTS VENEER SEE GRID .. FOR FINISH ARCHITECTURAL v ,r R•'T; F 1 2)•4 IN BOND BEAM -v z w ALL CELLS ID GROUT a 48'MAX SPACING Y n, O _ (2)e4 IN BOND BEAM :. •48'MAX SPACING GRID C (2)•4 a 16'oz. 8'CMU SOLID (2)"4•16'oL. 24'LAP•51-L ICES. GROUT ALL 24'LAP•SPLICES. TYPICAL TYPICAL - CELLS .,` - (2) 4 s 16'oz. a M 24'LAP•SPLICES. TYPICAL (3)•4 CONT.AT C3)•4 GONT.ER PLAN VIEW o w EA FACE SPACES - CHAMFER EDGE(SEE CHAMFER EDGE(SEE B•CMU SOLID GROUT 8'CMU SOLID GROUT LY ARCHITECTURAL) ARGHITEGTUR4L) ALL CELLS ALL CELLS (2)•4•16'oL. o 8'CMU SOLID 24'LAP•SPLICES. TYPICAL �d 5 e Ib' �' L5•16'oz. ;,, 2)•4 HSB lx4x 'COLUMN (2)"4 IN BOND BEAM CELLS (2)4 IN BONDIBEAM O rr y( N BOND BEAM o•�• •48'MAX SPACING a 48'MAX SPACING a 46'MAX SPACING m ~ 2'GLR `! 6' v 6,500 P51 FF.ELEV= 6' NON-SHRINK (2)•4•16'oz. 100'-0' ...: ........ `' a U -- -- GROUT 0 24'LAP SPLIG b. FF.ELEV= 's : TOP OF SIDEWALK FF.ELEV= TOP OF SIDEWALK FF.ELEV= FF.ELEV• TOP OF CONC. •�o°q'•O•o°oO c 10m'_m:—— ...;i ? ...r' :.,''.: ...:,:. ELEV..100'-0' j 100�_m:— •.:: ELEv..100'-0' y�- j 100,_0:—— lGRADE, — —— —— — ......y.,..:,.,.. r., ,;.:.,, T" •.i 7 Y ELEV. 100 T zM TYPICAL .,. i .•,:' ., FIN. ��100'-0 , 0O •Ooo° •o ,r\/�%i� ��a qo•.•o, •.Oro•q0•p�°+ TOP OF PED. ._ooro oo �\\`\ ,•' f 1 H O A ro• r O O •o° •; /i`,/ 00 0 99'-6' - \ LJ •o / /ro / = aoro• IN. DE VARIES r\ ., r�� ..•, (2)•4 STIRRU W PS /` L /..i •. / 0 / Cl //�4., Q •TOP OF PIER x>TOP 9 FIN.GRADE(2)4 CONT.HORIZ. \ r- (2J 4 GONT.NORIZ. \ r\\� SS'-0TOP AND BOTTOM / d) •4 STIRRUPS w AND BOTTOM !j l98'-2AB'AT EDGE OF EDGE OF •10'oz. o 0 SIM CONDITION) — �" FOOT'G• FOOT'G• 3- 1G .e~i ' '.•.:�'.'i SIM COND. SIM COND. (8)5 VERT5 TOP OF FOOTING ?. �• TOP(F Fo TING TOP OF FOOTING VARIES i••`'• / TOP OF FOOTING TOP of FOOTING may} ELI•9l-4 '.. •::% .' ?':. "a �ELEv.-0l'4 , v SIM.CONDITION) O DITTO C96'-8'a 5'e•10'oa. r.':r ,•.,- 7 :, ... � .,;.... .;;� •�: ... r.: ,. a . .. :..,.,.... 4 12 � •� �� . . 4 I6 oz.26 SIM.CONDITICNI •a .. .,., . •"',' EA.WAY .. ., ..s :., . . . . .'.., 0 0 • I 30 LENGTH .....•. LEND .,.... '�r� •4 16'oL.20' 0 LEND i .. n , E - LENGTH I :... ;. .. . .. - (2) 4 ON <4)•4 CONT. G T. 3' 3'CLR 3'CLR •+, 3'C LR I'-6'VERIFY 8' (3)•4 CONT. 5•I6'oz. -3'CLR (2)•4 CONT. 8' W/ARCH. 8' e' 8' 8' CMU Q 4'-0. 2--0' O 2'-0' 6'-0'X 9'-0' AT SIM. DITION FOOTING DETAIL FOOTING TOCMATDCH S-Ll 1 FOOTING DETAIL FOOTING TOITION AT SIM. MATCH 3/S U 2 ECCENTRIC FOOTING DETAIL � � ECCENTRIC FOOTING @COL. 4 FOOTING DETAIL 9 SCALE:-/V V-0' 9-IA SCALE:34' V-0' S-L1 SCALE:3/4' V-0' 9-LI 3 Z _ SCALE: /a' I'-0' S-LI SCALE:3/a' • I'-0' S-LI O F- a E B' 4'OFFSET N W Z O If M � FIN.FLR _ i i BRICK VENEER WITH ELEV.—I00'-0' I I I'AIR SPACE SEE I ARCHITECTURAL LOADING DOCK LEVELER zz REFER TO MANUFACTURERS a 12 i I 6'METAL STUD WALL I 6,500 Pb1 NON-SHRINK K E S-I.I I I GROUT - DETAILSANDGUIDELINES Iu 2 g• Y — y REFERTO FND.PLAN — FLOOR — FIN. Rk � HSSbx6x�,'COLUMN � •�� .. v' �:.� ,. LOCATE ELEV=100'-0' •::*` _ Y GLR I ,2Oo.. ..•o �« —. TOP OE-PIED... I 4• "4• ••p'O`e°p •O oL. 12'xl2'xl'BASE PLATE - :•�'. ,r I �,. '2 2- o •o roro I g' w a WITH(4)1'4 FOR(4) FIN.GRADE / .... - 'x12�'A ... :.7....::• '.'.41. 't'•' :� \\��• v I !27.4 STIRRUPS l6 v ANCHOR BOLTS <v * WITH LEVELING NUTS "" ' •"' " ''•' I TOP of PER 018, ® 9 a, oz.STIRRUPS, A BASE PLATE FIN.GRADE - 4•18 oc. W •10' ip L •4•12'oL. ° I (a)5 VERTS, , EXTEND 3f,' HSSbxbx�f'COLl1MN I A8 WAY'oL. — — INTO SLAB •". ••'•�°o o e I I U H986x6x/,'COLUMN = TOP OF FOOTING �p 6500 PSI NON-SHRINK CON(.SLAB + ELEV—96'-8' 12,XI2'x1•BASE PLATE 8' S. •4's a 18'oL. GROUT WITH(4)I'9 FOR(4I 5 •ei`•• FIN.FLOOR TOP OF FOOTING EA.WAY H 0 T.e'x12�/,'ANCHOR BOLTS U .. {,•L�j ELEV. - _ , y f ELEV.=I0m'-0' n ,L1 Y WITH LEVELING NUTS I TOP OF FOOT'G TO OFF OT' P O G —— $1 — — — 3'•GLR ELEV. 94'-0' ELEV. 99'-6' �' - 5'e•9'oL. — — — — — — — — 0 i •4'e a 12'oz. -0'SQUARE EA.WAY •4•12'oL. = '? • 3'CLR 24'LENG-tH = 4's•IS'oz. EA.WAY EA.WAY TOP MAT 3'GLR l4'-4'x 9'-O'SIM COND.J 11 I'-0' I'-0' (3)•4 CONT, 3'CLR r,_8•x g 4' SECTION A-A PLAN VIEW 3'-0' EA.WAY BOTTOM MAT 4'-0' 4'-0' • oz. (5'-8'x 10'-4'SIM COND.)EA. FOOTING DETAIL @ LOADING DOCK ISOLATED FOOTING DETAIL COL.FOOTING DETAIL AT ENTRY g FOOTING DETAIL q a SCALE:3/a' . I'-0' S-L1 SCALE:3ra' • I'-m' 5-1.1 SCALE:3/4' I'-0' 8-1.1 SCALE:34' • I'-0' 8-LI n O l.1-2•l. Vi/ 1J J Q HSSbx5x1/2'COLUMN W ® in 0 CONCRETE CAP SEE - -., ARCHITECTURAL � (n TOP OF CMU FIN.FLR _ __ _ TOP Or CONC. rL 7 in ip ® W —J ELEV.=SEE ARCH. ELEv..l00'-0' ELEV.•100'-0' -- ,O•p oOro•O ep jo 7 H LL /r /� 8'x11'x1'BASE PLATE Y W 5•IN LA `.�` EXTERIOR FACE OF �,,py 16'MIN.LAP LENGTH WITH C4)I.6 FOR(4) 1} II' }' 4'-b'SQUARE z BUILDING(BEYOND) WITH LEVELING NUTS 2'-3' 2'-3' .6�.p® co •4•18'oz. ti6'xl2lri'ANCHOR BOLTS BASE PLATE (2)•4 IN BOND BEAM W-BEAM T/STEM(BEYOND) 1 — — _L — — — •48'MAX SPACING ELEV.•101'-4' HSS b'x5'xq'COLUMNS F — • (TYP.OF 4)AT ENTRY o SLOPING GRAD 6,500 P51 NON SHRINK ASPHALT ROADWAY in • ® .' y GROUT �{ 4 12'oL. i. ;f. CON(.SLAB 1_2, NSS6x5xr COLUMN TOP OF STEM WALL 'r L '::^ :.:. S I 21 FOR EXTERIOR AB I , ELEV.:SV-0' —— ——'—— ../..... 12• i,'` (QO o ,� Il11'�c TOP PLATES ON ON GRADESL — — J 9}' 4}' II— — Z • � ooroo LL I I .. TRUCK DOCK •,+ W , - C3)•4 HORIZ CONT.AT p Hbbbx6xlri'COLUMN '. .:.•;•'1: _ — — — — T/STEM= , _ F HSS 6'x6'A'COLUMN 99'-4' TOP OF 6TEMWALL = W TOP CENTER AND n C4)•4 STIRRUPS £LEVIOTEMWALL BOTTOM OF STEM WALL TOP OF FOOT'G c0H A9 SHOWN ELEV.-99'-4' ELEV.•95'-4' II•xll'xI'BASE PLATE (94'-0'SIM.COND.) 9 (2)•4'e CONT. 3/a'DIA ANCHOR BOLTS r • •• `�� _ WITH(4)I'o FOR C4) _ I'-6' •A'.. 4•12'oL. •).��'.. f;. ,.~ V.16'PLUS 4'LEG LINE OF FOOTING(BEYOND) y BASE PLATE 4' SEE ARCHITECTURAL 50'LENGTH ANCHOR BOLTS WITH 6,500 F'81 NON-SHRINK } } TOP OF FOOT'G .r,7 •4 a 18 LEVELING NUTS AN _ GROUT 9' FOR CHAMFER 4 FINISH ELEV.-95'-4' '——, .::... ::. : :. •... ...' 24 LENGTH WASHERS A — — REQUIREMENTS. *or 3'CL LE N D - 034-0 SIM.COND.) (2) 4 CONT. 7/STEM - 0—(3)4•EQ. 10' 8' 10' ELEV.•101'-4' :•!. _ SPACING - II'x9'xl•BASE PLATE 2'-4' WITH(4)IY FOR(4) — — — — — —I , r J m li'xl2¢ ANCHOR BOLTS 5'e•8' (2)"4 CONT.TO S e 12'O.O.EA WAY WITH LEVELING NUTS SEE DETAIL 13/91.1 FOR FOOTING EXTEND THRU BOTTOM MAT REQUIREMENTS 0' COL.FOOT'G 2-3' 2-3' 4'-6'SQUARE SCREENING WALL FOOTING DETAIL 1p FOOTING DETAIL @ LOADING DOCK 11 ENTRY COLUMNS @ W BEAMS rl2 ENTRY COLUMNS @ STORE FRONT 13 ENTRY COLUMNS @ STORE FRONT CORNERS 14 SCALE:314• V-0' S-LI SCALE:3/4' = 1'-0' S-L1 SCALE:3/4' V-0' S-U SCALE:3/4' V-0' b-1.1 SCALE:34'• I'-0' 5-1,1 Project number 9903 Date 6/6/2014 Drawn by EHM Engineers, Inc. Checked by BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE IS-1.1 Engineers/Surveyors/Planners 621 North College Road,Suite 100 Twin Falls,Idaho 83301 Printed p(208)-734-4888 fax(208)-734-6049 web:ehminc.com scale Asindicated t'KINEeq, Q�c18to9�9y a t OF 10P�'bg ' 1 2 1 ' 3 1 'q ' S 1 ' 6 \ ' 7 Z " I G I I I O G` 123'-1 1l4" 123'.1 1/4" 3 123',10 1/2'. s-3 124'6112" 125'-21/2" 126'-0" T.O.JOIST T.O.JOIST 5.2 T.O.JOIST T.O.JOIST 3 T.O.JOIST T.O.JOIST u c s-2.t a r U ®O 0 _w 1 2 ®� ::a LU 5 2.1 m 3 II' I101be POINT — — N — — — —� — — — N — — � a LOAD > O —0 — Of POINT LOAD �� W _LL' '0 W J m N 950J1ra �.s�s b• %eb s®�,// 9 3 5 2• - 'mr a 460/90/3. �q - ��s s p�r0 0 1 I _'II s r • _ uDca 75 Z e Z � Z 2151ba POINT� i LOAD $ m m — — — — — �' — — — — — — — — 6'x6'xlr2'COL.TO I 3151bs POINT 6 UNDERSIDE OF HS5+ 'I LOAD - BRICK LINTEL S-2.1 BRICK LINTEL 122'•7"— — — — — — — —. — — — — — — ______ ____ ___ I 6'x6'x'r2'COL.TO H956x6x�i'COLUMNS 123'-101/2" 3151be POINT 4 TIQN — UNDERSIDE OF WBEAM T.O.JOIST TYPICAL T.O.JOIST LOAD TYP HSSIO'x6'x�r2' a J015T BEA UJ Q 124'6112" 881ba POINT 125'-2112" ° I m I — p LL QW) F — — — I — — — — — — T.O.JOIST LOAD — T.O.JOIST— — 6'x6'x 2'COL.TO UNDERSIDE _ OF H55 s BRICK LINTEL 01 a I m l l HSS10'x6'XV2'(BELOW) e MCA-27 s e m I Bttt� ft_ I — — — — — — — — — MOCP-30 — — — — — — m Z SIM.ADDITIONAL 20KI — OX3° � "peo s• m I 6'x�2'COL.TO aiw b P� w F, I 5-2.1DERSIDE OF WBEAM09e° II01ba POINT O�g� — — — \y'� — — — — . — OIST BEARING Z ��'� ALLOW R U) Z — ® _ ff H01U FOR We ATE C eepp '` c0 s. — 9-2.1 INT 3001bs POINT U' U' `,pe LOAD \ m m :n OAD \8� I ADDITIONAL POINT _ _ _ _ _ r — — — — � _ _ — — LOAD OF 3508LB5 860 1b" �II (FACTORED,LRFD)AT pi y ® I 6051be— 8001be 5 0' 7D g � I O I EACH K-JOIST BELOW MOCP-15 POINT LOAD ® POINT LOAD MOCP-30 I m PARAPET ENCLOSURE 123'-5 1/4" 3 2151bs POINT 3'-II' 2 3T51ba I — WALL(TYP.OF 24 4 123'-101/2" HS86x6x�2' LUMNS F M JOISTS) T.O.JOIST LOAD 3051be TYPICAL POINT LOAD Z Z RID 2.1 TY T.O.JOIST DINT LOAD ® I _ �w� - - - — — — E/l 2 123'-1 _L 124'-61/22 a 5'-0' 8001bs 125'-2 1/2" POINT LOAD s 2 T.O.JOIST T� p,J_L_ POINT LOAD T.O.JOIST o I 5-z.1 N F o N I — — p — I — — — — — — — e 2.421 11"— — — — 1301ba POINT r O uuLL 0 LOAD — $ lQ n Y® S-3 Ov — 3 — /6.(— — — N — — — — — 0 — '6 O •0 ,p ' - qlF � 9U K 'as 4851bs W a b,8 w b�8 �� � I POINT A LOAD J — — — — �\ — —` — sTs — — \% — — — — — 123-5 1!4" 122'-8 3!4" 4K4 ROOF, — — — — — — — gyp,_ — — — — — — "osT T.O.JOIST T.O.JOIST ac 4 Z z z s„ z z s 8 ALLOW I.-T. yy �e _ p W p p g0A1Z V 5-2.1 PLA Clc�(;T KJ ------------� co '^ 1151ba POINT •c- V 0 t LOAD 1301ba POINT ` I \ LOAD — — — — — / \ 5-2Q 123'-101/2" 125'-21/2" m 1 T.O.JOIST T.O.JOIST 124'-61/2" _ — ————— —_mr_�x33 9 )3 3501bo DITIONAL 20K10 �, 6'xb'x�x'COL.TO I Q� o N T.O.JOIST POINT LOAD 7 / �, _ 7 I i'/ UNDERSIDE OF WBEAM aee — — — — — — — 122'-3 3/4" z — — by — I J Q O — `mac Y, .� 1.soa Im 0— — 5-2.1 p1 I I I +JOIST BEARING , T.O.JOIST o w 3T51ba 4'-10' MCA -27 ✓Oj N I 6'xb'x42•COL.TO UNDERSIDE I co Q 1.7 POINT LOAD MOCP-30 `gTg e 1 OF HSS+BRICK LINTEL _�- - — — — — — — — — — — — 1 z 6'xWxV2'COL.TO 00' a p Op j A oo g 1 UNDERSIDE OF WBEAM U _ _ O �6 �° O +JOIST BEARING I. —� // �� — — — — H5510'x6•xlr2' 13 w — w — b•— — — — — — —_ —I— __( —LOW)_ —.�BJ I Q Q — — 122'-8 3/4" I T.O.JOIST <� y�q p DDIT70 2 (�- I I J < T.O.JOIST 3 — >° — — _ — v0 — ) — — — S-2. �a4T 0 — 6'xb'x1r2'COL.TO I W 2 y 3 y BRICK LINTEL I 6 I A D Z e 0 UNDERSIDE L H59+ 0- 5-2. � Z F' Z Z \ 5-2.1 BRICK LINTEL / I LL —————— I-- -----------� Z O co ?�7R -- SEE LASE SCALE 1 — — — — — — — — — ✓O/$r8 — — PLAN SHEET 52.2 I I s"2' 5-2.1 TYP. V 123'-101/2" 123'-101/2" 124'-61/2" 3 126-21/2" 126'-0" q T.O.JOIST T.O.JOIST T.O.JOIST 6-2. T.O.JOIST T.O.JOIST I I I s_3 I I I I PLAN®NORTH NOTE: ROOF' FRAMING PLAN L IxY&4 HORIZONTAL BRIDGING REQUIRED AT A1.0 SCALE: 1/8" = 1'-0" QUARTER POINTS ALONG ROOF JOISTS. DO NOT WELD BRIDGING TO JOIST MEMBERS. ATTACH AT MASONRY AS PER MANUFACTURERS SPECIFICATIONS. DO NOT HANG ANY MECHANICAL,ELECTRICAL,ETC FROM BRIDGING Project number 9903 Date 3/6/2014 Drawn by Checked by EHM Engineers, Inc. :'S-2 BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE Engineers/Surveyors/Planners Pdnted 621 North College Road,Suite 100 Twin Falls,Idaho 83301 p(208)-734-4888 fax(208)-734-6049 web:ehminexorn Scale As indicated P�,�,NRWEEy Q�,olsrFy��,y� tO 3 m` �Ehf�OFIDP� f'•I I ♦ 46'PUDDLE WELDS ` D ` LI•�'I't S'CMU SOLID GROUT •6'oc. DMA ALL CELLS S'CMU SOLID GROUT 8•CMU SOLID GROUT METAL DECKNG ALL CELLS ' 'PUDDLE WELDS ALL CELLS ` s 6'oz. . m 4' lal ..Lj v (2)44 VERTICAL5 a 16'o.c. 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AT 48'on.24'LAP s SPLICES 4 CORNERS ROOF CONNECTION BETWEEN FLOOR JOISTS 2 SCALE:It'2'.P-0' 8-2. \ — ROOF JOISTS BEARING @ CMU WALL 1 LEDGER ANGLE @ CMU PERPENDICULAR TO DECK VALLEYS 3 SCALE:111,V • I'-0' 5-2.1 I SCALE:11h' I'-0' 6-2.1 'I 13•x8'xl'BEARING PLATE 13'x8'xl'BEARING w F (4)34'0 x 21/2'A325 PLATE Q BOLTS,NUTS 4 HSS 4x6xi,2'COLUMN (2)e4'0 x 21ri'A325 WA8HER8 (BELOW) BOLTS,NUTS 4 HSS 1x4x1/2'COLUMN WASHERS (BELOW) -- _, u It _JI Z 32 G8 N GIRDER - JOISTS 32 G8 N GIRDER F JOISTS a ROOF JOISTS A6 PER L TOP OF JOIST(BEYOND) X r PLAN ELEY.J 126'-0' TOP OF STEEL ` ' w Z 125'-9F,•— ` Z 4, 4, Ira• 4' I 13'xS'xl BEARING 13'ONP BEARING PLATES I PLATE I I7 S'CMU SOLID GROUT ALL CELLS WI0x33 BEAM 1 /a• 2, 2' 1 1 174• 2' I,, ` 1r2'xVxV BRG.PLATE a 2' \., WITH(2)er4'x6'WELD 114 CONT.IN BOND BEAM � AT BEARING WELD STUDS I/' 4• 4'x&'x%'PLATE 4 i ` b , 1 a a �a• 4' ir4' 4' Ira' 4• I 1/4 I 4'x6•xa1V PLATE I I HSS 1x4x1i2'COLUMN 11 1 HSS 6x&x1/2'COLUMN JOIST GIRDER TO COLUMN CONNECTION DETAIL 4 JOIST GIRDER TO COLUMN CONNECTION @PERIMETER DETAIL 5 BEAM POCKET @ CMU WALL SCALE:11/2' • r-m' 6-2a SCALE:1' I'-0• 9-2.1 SCALE:I• I'-m' 6-2.1 I,Vx3k6'PLATE(2)7.'0 FOR CIO A (2)%'THRU BOLTS WITH NUTS V� TYPICAL s EA.STUD I CONT.L4x4x Y,'(LLV) I I I Ira' 2s12 1 i ALLOW CLEARANCE AT CMU WALL 8 1 ------------ FOR W BEAM 4 TOP PLATE 1 0 i CONNECTION AS REQUIRED p a 11 [J O 1 i♦�d _TOP OF STEEL__ hh Cnpp/j�� ELEV..IZ5'-91/� J Q I I /y� W I_ cc C) I I rvn I I I I I i WI6x31 BEAM Z W W v� J I , 1 I , I , 10KI ROOF JOIST \ W _Z I I I I ILLP N55 6'x5'x1/2' I 10'x6112'xer4•A36 STEEL i 7� co 1 i I TOP PLATE o LL 1 I I I -0 II II B DIA.HOLES FOR era'A325 O H56 6'x5'x1/i' m I I BOLTS TYP. Z L-J 0 pi I ..i. j4• I � 1 I I I �' 1, 6, I, 8'CMU SOLID GROUT `°j'•:' ALL CELLS 4 4' ra' 6• TOP PLATE 1r• 4• I/• \ ( ` BRICK VENEER I, 6' ,,• 6, i TYP. OF 4 iQ' 4• 1r4' 4' `.4 .', AS PER ARCH. —STUDS FRAMING a a' -SEE ARCH. - ------------------ -------------- - I A ` s(8 4'se- I I I ` 1r2'xb'XV BRG.PLATE WITH I I I I ____________________ (2)1r4'x&'WELD STUDS s 6•CC. 1 ---'------------- , HSS 10'x6'Xi`2' I HSS I0'x6'x1/2' I 1 I I HS6 6•x5'x1/2' 61r2'xblr2'xa/4' HEADER ` HEADER TOP PLATE I I L 4N4•x!2' H66 6'x&'x1r2'ABOVE STORE BM POCKET BRICK LINTEL _ I FRONT SYSTEM. SEE ELEV.•116'-0' �ELEV.•116'-0' I ARCHITECTURAL FOR HEIGHTS ' VERIFY W1 ARCH. VERIFY W/ARCH. 'L'4'x3'x3•b'LINTEL A ` 'L'4'x3'x4b'LINTEL I ADDITIONAL(2)-4 CONT.IN BOND BEAM I \; AT BEARING WELD STUDS I SECTION A-A •Is Project number 9903 Date 3/6/2014 T6 6'x6'x1/2'COL. Drawn by BRICK LINTEL DETAIL 6 BEAM CONNECTION DETAILS 8 checked by EHMEngineers, Inc.SCALE:N2' 'I'-m• 6-2.1 SCALE;11/2' '1'-m' 6-2.1 BUILDING THE FUTURE ON FOUNDATION OF EXCELLENCE 6-2.1 Engineers/Surveyors/Planners Printed 621 North College Road,Suite 100 Twin Falls,Idaho 83301 p(208)-7344888 fax(208)-734-6049 web:ehminc.com I scale As indicated �a N�A9yy. Fo O q OF IDP�O� q�0 MART II/� 3V'a > U NOTE: GLASS A PAYING SURFACES Z {u :' (UNCOATED CLEAN MILL SCALE STEEL)FULL t O 6'CEE STUDS WITH I%'FLANGE PRETENSIONING OF BOLTS REQ'D. L5 WITH fir'LIP 16ga.• I p I/4'x3'xb'PLATE(2)Ne'0 FOR(2)V THRU BOLTS WITH NUTS TYPICAL•EA.STUD I � C2 Q O SINGLE SIDE PLATE(A36 L4x4xl/4 CONTINUOUS STEEL)I/4'x5'x6'PLATE WITH 4 TYPICAL c SSLT Di(y'H HOLES WITH SLOT z¢= LENGTH HORIZONTAL SINGLE SIDE PLATE LATE ¢w x ii WI0x33 BEAM %' 3' �'Gqp 9TEELJ''/4'x6 P¢'xb'PLATE Q >-r}n HQ- WITH SSLT I%xl'HOLES WITH w.l-'� 0 0 WI0x33 BEAM SLOT LENGTH HORIZONTAL do A TOP OF STEEL TOP OF STEEL O O — U If V.•125'9� ELEv.•125 9�/i' i I I i '�I//k4a(r,:''' 4433''.'�•1122'' iI iI I I I p —QU'Iz/4' 4' TYP. V4' 4' WI0x33 BEAM(BEYOND) WI0x33 BEAM LWj WI03 BEAM A I W21xa4 BEAM pp pp I�ca ~'m I I I i i I I I I i i I II 3/4'm A325 BOLTS,NUTS ' I I i i I AND WASHERS TYP. ILU I I i i `t II II I I I I I I ¢ 9I12'xT'xl'A36 STEEL /1"'2.J HSS 6'xb'xV2'COLUMN TOP PLATE w/(2)%' DIA HOLES FOR(2) O _ O HSS 6'x6NV2'COLUMN I 1/4'A325 BOLTS TOP PLATE r 10'x12'x3/4'A36 STEEL TOP PLATE HSS 6'x6'xV2'COLUMNSLL I TYP.(4)LOCATIONS r I'II %'DIA.HOLES FOR'/4'A325 d I I p =J BOLTS TYP. In HSS 10'x6'x/2'HEADER I W 1 0 1 z -- ---- 11/2,J L11/2r N 1 N ELEVATION TOP PLATE � /4' 1V1'xb'x9/4'PLATE — ————— L — BOT.OF BRICK LINTEL J� —ELEV.•II6'-9' � (VERIFY W/ARCH.) L2'GUSSETS r I I / • _L I I I I—/4:� I I l ll/g' SECTION A-A BEAM CONNECTION DETAIL 1 SCALE:IV2' P-0' S-2Z ® (n 0 I t/) •®� 8-2.1 W m o WU) QJ rc Q W LL WI I 0 Dz LL - � I z pL 0° �- O I jI I I I WI0x33 BEAM LF———————— ———— r• — -------------- - ———————— ——— 6 HSS10'xb'xV2'HEADER4 LINTEL(BELOW) W0x33 BEA��% BEAM )BELOW) Project number 9903 ENLARGED FRAMING PLAN @ CANOPY Date 3/6/2014 Drawn by SCALE: 1/2' • P-0' Checked by EH 1 Engineers, Inc. S-2.2 aUILOINO THE FUTURE ON A FOUNDATION OF EXCELLENCE Engineers/Surveyors/Planners LPflnted621 North College Road,Suite 100 Twin Falls,Idaho 83301 p(208)-734-4888 fax(208)-734-6049 web:ehminacom ndlrated o Q 7 �z0 W A �0 ADDITIONAL(2)'4 IN T.O.CMU _ BOND BEAMS AT TOP ¢R ——T:IL B'-0 OP FRAM'G p W ELKV.:12$=O' OF PARAPET — — —— ELEV. SE ARCH. y~rn (VERIFY WITH ARCHITECT) I (VERIFY w/ARC ITEGT) ADDITIONAL C2J"4 IN S-2 BOND BEAMS AT TOP I (4)'8x3i4'SELF DRILLING OF PARAPET AND I I SCREWS PER JOIST(STUD O } ROOF BEARING I PLACED AS SHOWN WITH >- CORNICE MOLDING CORNICE DETAIL MEMBERS WEB TO WEB) a m SEE ARCHITECTURAL ® o \\ 20K�ROOF JOISTS SEE ARCHITECTURAL B24 DECKING Op U SEE SHEET 6-2 FOR I I'"0 0 3 y Y / SPACING ADDITIONAL(Z) 4 IN g BOND BEAMS AT- O z ROOF BEARING I �m 8'CEE WITH 2'FLANGE WITH 34' /I LIP 16ga.m IS'oz. I I I I 6'CEE STUDS WITH 1% FLANGE WITH V2'LIP 16ga.m I 16'oz. (2)"4 VERTS a 16'oz. I TYPICAL I I I II I II I I I METAL STUD WALL LU II II Q i� SIGNAGE BY OTHERS p I I I I I I I I I 8'CMU SOLID GROUT ALL CELLS-SEE li4'x3'x6'PLATE l2)xs'9 FOR 6'CEE STUDS WITH 1% (2)"4 VERTS m 16'oz T ARCHITECTURAL FOR 121�'e'THRU BOLTS WITH NUTS FLANGE WITH V2'LIP 16ga.m Z TYPICAL FINISH I TYPICAL m EA.STUD 16'os. METAL STUD WALL I I I I L4x4xli4 CONTINUOUS a' TYPICAL L) I U TOE—OF MASGNRY,(BEYOND) n ;: 1 ELEV.•128'-0' r—I V2'PAN HEAD SCREW W EACH FLANGES OF EACH SELF TRACK 18gd.WITH"8xl'S p I SELF DRILLING SCREWS m 6' 0 STUD TO TRACK I I I I I 04• � TOE OF ROOF JOIST HSS 6x2x%CONT.%'WELD ELEV.•126'--C' I AT EA.SIDE OF EA.K-JOIST ,I JOIST SEE 8'CMU SOLID GROUT K ROOF: I ALL CELLS (2)04 IN BOND BEAM ROOF FRAMING PLAN I m *'MAX SPACING I K OF RO JOIST SEE W 2Tx84 BEAM W 16x31 BEAM ROOF FRAMING PLAN I 1 I I I I I I I --6'x6'x1i2'COLUMN (BEYOND) I I I I I I I I I I WATER TABLE SEE ARCHITECTURAL II II I I I I I I 6'CEE STUDS WITH Fie' FLANGE WITH 1j2'LIP Ibga.m 8'CEE WITH 2'FLANGE WITH 34' I6'oz. BRICK VENEER SEE I LIP 169a.•I6'C.. ARCHITECTURAL (2)•4 IN BOND BEAM m 48'MAX SPACING .;.; CHAMFERED EDGE �P� SEE ARCHITECTURAL SEE ARCHITECTURAL FOR I by FASCIA 4 SOFFIT FRAMING AND DIMENSIONS 1 HSS 6'x6'x112'BEAM FIN.FLOOR BETWEEN POSTS AT ELEV.•100'-0' —ELF.T00=0' STORE FRONT ,.:OP O L IJ F FOOTING VARIE6_ __T.O.FOOTING I m Q ELEV.•9"1'-4'(96'-8'1 ;:4t ELEV..a9'1�' I rrm 95'-4'm SIM.CONDITION) ''•, 3 2 I I W (� LLJ S-I.I 6-l.l WALL SECTION Q 4 WALL SECTION B I I J LL 0 II aJLLJz SCALE: I'-0' S-3 SCALE:112',1'-0' s-3 m II II II 'FIN.V.-10 I I I I I I -L------------L L-------------J Project number 9903 Date 6/6/2014 Drawn by EHM Engineers, Inc. Checked by WALL SECTION THRU ENTRY C BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE S-3 SCALE:11/2' • 1'-0' s-3 Engineers/Surveyors/Planners 621 North College Road,Suite 100 Twin Falls,Idaho 83301 Pdnted p(208)-734-4888 fax(208)-734-6049 web:ehminc.com scale As indicated S�oNAL P PACKAGED ROOFTOP UNIT SCHEDULE �oF�?�G1$TERep MECHANICAL LEGEND DESIGN AIRFLOW MIN,OSA HEATING SECTION COOLING SECTION FILTERSECTION WEIGHT ELECTRICAL PLAN AREA MFGR MODEL �M' TYPE EFFICIENCY REMARKS e AIR CONDMIMIG UNR 1 7 CODE SERVED TONS DESIGN ESP(NOTE 2) MAX FAN SPEED SYSTEM INPUT OUTPUT THERMAL SYSTEM CAPACITY AMBIENT EVAP EAT UNIT VOLTSIPHASE MCA MOCP REFRIGERANT THICKNESSI TYPE CFM CFM INCHES W.G. BHP RPM TYPE MBH WISH) EFFICIENCY SENSROT.MBH TEMP°F DBANB°F LEIS ff EXHAUST TAR qrf 1pP O RTU-1 PROCESSING ROOM LENNOX LGH072 6 GAS-ELECTRIC 2,400 1 210 1 0.6 0.96 755 GAS 138 110.4 80% 89.9172.8 95 BOW R410A Z"PLEATED 11200 460/3 17 20 12.0 EER 1,2,3,4,5,6,7,8,10 pe- RTU-2 OFFICES LENNOX LGH036 3 GAS-ELECTRIC 1,2DO 180 0.6 0.36 DD4 GAS 97 77.6 80% 32.7,34.1 95 BOW R410A Z"PLEATED 860 46013 13 15 15.OSEER 1,2,3,4,5,6,7,8,10 RTU-3 SALES EXTERIOR AREA LENNOX LGH120 10 GAS-ELECTRIC 4,000 1,340 0.6 1.7 787 GAS 172 115.2 80% 114.611182 95 80/63 R410A Z'PLEATED 1,500 46013 27 30 12.0 EER 1,2,3,4,5,6 ,10 ® SMOKE DETECTOR 12/10/201 RTU4 FITTING ROOMSRR'S LENNOX LGH036 3 GAS-ELECTRIC 1.200 175 0.6 0.36 904 GAS 97 77.6 80% 32.7134.1 95 BOW R410A T PLEATED 860 46M 13 15 15.USEER 1,2,3A.5,68,10 RTU-5 REAR SALES LENNOX LGH1BO 15 GAS-ELECTRIC 6,000 2,000 0.6 2.15 710 GAS 345 276 80% 169.81182.6 95 11 R410A TPLEATED 2,420 460/3 42 45 12.0 EER 1,2,3,5,6,7,8,9,10 ® CEILING SUPPLY AR DIFFUSER RTUE SALES INTERIOR AREA LENNOX LGH120 10 GAS�LECTRIC 4,ODO 1,340 0.6 1.7 787 GAS 172 115.2 80% 114.6/1182 95 80,63 R410A 1;'KEATED 1,500 46013 27 30 12.0 EER 1,2,3,4,5.6,7,8,10 u> RTU-7 SALES ENTRY AREA LENNOX LGH120 10 GAS�LECTRIC 4,000 1,340 0.6 1.7 787 GAS 112 115.2 80% 114.611182 95 80163 R410A 2'PLEATED 1,500 46013 27 30 12.0 EER 1,2,3,4,5,8,7,8,10 CEILING RETURN AIR GRILLE w ACCESSORIES: p Z F 1.PROVIDE UNIT WITH 18"PREFABRICATED ROOF CURB,HAIL GUARDS,BURGLAR BARS,AND REMOTE TEST STATIONS. 2.POWERED FACTORY INSTALLED,FIELD WIRED CONVENIENCE OUTLET. ® CEILING EXHAUST AIR GRILLE O 3.PROVIDE WITH DRY BULB ECONOMIZER AND POWER EXHAUST. GENERAL MECHANICAL NOTES: 4.PROVIDE UNIT WITH NOWFUSED SERVICE DISCONNECT,FACTORY INSTALLED AND FACTORY WIRED. A.COORDINATE INSTALLATION OF PIPING AND DUCTWORK WITH F- SIDEWAIL SUPPLY/RETURN/EXHAUST GRILLE L w 5.UNIT WEIGHT DOES INCLUDE CURB. STRUCTURAL COMPONENTS AND OTHER SYSTEM INSTALLATIONS, 0 r g 6.PROVIDE WITH PROGRAMMABLE THERMOSTAT AND LENNOX PRODIGY M2 WITH BACNET COMPATIBLE CONTROLS. GENERAL CONTRACTOR TO SAW CUT AND CORE DRILL,PATCH AND a SUPPLY AR DUCT RISER(LINED) 7.COORDINATE ORDERING OF ROOFTOP UNITS WITH NATIONAL ACCOUNT MANAGER.SEE SHEET ADO,REFER TO 6.B.3 OF WAC CRITERIA FOR FACTORY INSTALLED OPTIONS ON SHEET M1.0 REPAIR SURFACES AS REWIRED. Up rn 8.PROVIDE UNIT WITH FACTORY INSTALLED SUPPLY AND RETURN DUCT SMOKE DETECTORS. U¢ 9.PROVIDE UNIT WITH HACR BREAKERS. B. COORDINATE EXACT LOCATION OF DIFFUSERS AND GRILLES WITH RETURN AIR DUCT RISER(LINED) o r U P R ARCHITECTURAL REFLECTED CEILING PLANS. a C. FLEX DUCT RUN-OUTS LIMITED TO 10'-0"MAXIMUM. EXHAUST AIR DUCT RISER(LINED) O y r VENTILATION AIR CALCULATION D. DUCT PENETRATIONS THRU THE ROOF ARE TO BE COORDINATED WITH - RIGID ROUND OR RECTANGULAR DUCT a o EXISTING ROOF FRAMING INCLUDING CROSS BRACING.FIELD VERIFY 0I p a U 0 SYSTEM TYPE AREA SERVED OCCUPANCY CLASSIFICATION AREA FIXTURE PEOPLEOUTDWR AREA OUTDOOR OCCUPANT EXHAUST AIRFLOW PEOPLE AREAREQUIRED BREATHING AIR DISTRIBUTION ZONE ZONE SUPPLY UNUSEDSYSTEM SYSTEM %OA SYSTEM SYSTEM SYSTEM COMPLIES EXHAUST EXISTING CONDITIONS. MnNV FIBERGLASS FLEXIBLE DUCT LL 3 N m SERVED OTY AIRFLOWRATE AIRFLOW RATE DENSITY RATE REQUIRED OUTDOORAR ZONEOUTDOOR EFFICIENCY OUTDOOR EXHAUSTAR DESIGN OUTDOORAIR SUPPLY REWIRED VENTILATION OUTDOORAIR DEBGNAIR REQUIRED ai GUTDOORAIR AIRFLOW AIRFLOW FLOW REQURED DESIGN EFFICIENCY REQUIRED E. ALL DUCTS SHALL BE MINIMUM GALVANIZED,G90 SHEET METAL. O Z r � ZONE DEMARCATION ONES;EQUIDISTANT BETWEEN SUPPLY REGISTERS OF ADJACENT UNRS F. ALL DUCT DIMENSIONS SHOWN ARE INTERIOR DIMENSIONS. TO CALCULATE AREA OF ZONE. V. V. Vpz ZP Ez Va YIN G. PROVIDE PRE-MANUFACTURED ACCESS PANELS IN DUCT FOR EACH L- BALANCE DAMPER (SOFT) (EACH) (CFM I PERSON) (CFMISOFT) (#1100DSQFT) (CFMI WATER (CFM) (CFM) (CFM) (CFM) (CPM) (CFM) (CFM) (CFM) (CFM) (CFM) (CFM) SMOKE DETECTOR.COORDINATE EXACT LOCATION OF PANEL WITH CLOSET) ELECTRICAL CONTRACTOR.COORDINATE ACCESS PANELS FOR HARD RTU-1 RTU PROCESSING RETAIL SALES 1,380 0.00 0.12 0 0 167 187 0.8 209 2,400 20) 2,400 9% 1 209 210 Y CEILINGS WITH GENERAL CONTRACTOR. 24-HR UNE VOLTAGE THERMOSTAT(BY MECHANICAL,WARE BY ELEC.) BREAK BREAK ROOM 288 5.00 O.Ofi 20 30 17 47 0.8 59 14% H. COORDINATE LOCATION OF HVAC EQUIPMENT WITH ALL OTHER TRADES TEMPERATURE SENSOR(FIELD LOCATE PER ENS PLANS)OOM - - - 43a - TO MAINTAIN ACCESS AND SERVICE CLEARANCES. MANAGERS OFFICE OFFICE SPACE 112 5.00 0.06 5 5 7 12 0.8 75 300 5% RTU-2 RTU EQUIPMENT CLOSET STORAGE 45 - DGG 0.06 0 - 0 3 3 0.8 3 - 0 92 1,200 0% 1 92 180 V - I. COORDINATE REQUIREMENTS FOR ACCESS PANELS AND DOORS FOR O EXHAUST FAN OR SUPPLY AR RISER CASH OFFICE OFFICE SPACE 60 5.01) 0.06 5 5 4 9 0.8 11 105 10% _ MECHANICAL ITEMS REQUIRING ACCESS THAT ARE CONCEALED BEHIND CORRIDOR OFFICE SPACE 52 - OAD 0.06 0 - 0 3 3 OS 4 - 50 6% - FINISHED ARC' TINS TIARA MOUNTED 3'BELOW LIGHTS J. ALL NEW DUCTWORK SHALL BE SEALED TO SMACNA SEAL CLASS"A". RTU-3 RTU WEST SALES AREA RETAIL SALES 5,400 - 7.50 0.72 15 - 608 646 1,256 0.8 7,569 - 4,000 1,589 4,000 39% 1 7,559 7,340 Y-N01B1 _ ACCLTIHERM THERMA-FUSER TYPE TF-HC VARIABLE DIFFUSER(CASH OFFICE, K. MANDATORY MECHANICAL REQUIREMENTS INCLUDE BUT ARE NOT ® LOCKER ROOM,MEN'S FITDNG,AND FITTING FOYER ONLY.) a WOMENS FITTING ROOM FIRING ROOM 436 - 5.00 0.06 20 - 61 26 87 0.8 109 - 450 24% _ LIMITED TO TESTING/ADJUSTING AND BALANCING OF THE AIR FLOW, MEWS FIRING ROOM FIRING ROOM 213 - 5.00 OM 13 - 14 13 27 1 O.B 33 - 195 17% DUCT CONSTRUCTION,INSULATION AND DUCT JOINT/SEAM SEALING AND H N N - Q _O RESTROOM FOYER CORRIDOR 72 - 0.00 O.W 0 - 0 4 4 0.8 5 - 115 5% UNIT CONTROL c FITTING AREA FOYER CORRIDOR 160 0.00 0.D6 0 0 10 10 0.8 12 _ 140 160 1,200 9% 0.91 111 175 Y 7 c� L THE CONTRACTOR SHALL READ AND REVIEW ALL SPECIFICATIONS AND WOMEN'S RESTROOM RESTROOM 194 1 3 1 0.00 DOD a 75 0 0 o De D 150 0% 225 PLANS,INCLUDING MECHANICAL AND ELECTRICAL COORDINATE WITH MEN'S RESTROOM RESTROOM 157 3 0.00 DOD 0 75 0 0 0 0.8 0 150 0% 245 SCOPE OF WORK UST. RTU-5 RN CENTRAL SALES AREA RETAILSALES 7,475 - 7.50 0.12 15 - 848 897 1,745 1 0.8 2,181 - QG00 2,IB7 1 6,000 1 36% 1 1 2,181 2,000 1 Y-Ndei - Z Z Z 000 RI RTU EAST SALES AREA RETAIL SALES 5,325 - 7.50 0.12 15 - 600 639 1,239 1 0.8 1.549 - 4,000 1,549 4,000 39% 1 1 1,549 1,340 1 Y-Nd_ LL D Ln D W W U RTU-7 RTU SALES AREA ENTRY PETAL SALES 2,531 - 7.50 0.12 15 - 285 304 589 0: 0:D.8 73fi - 4,000 736 4.000 18% 1 736 1,340 Y4Ne1 _ U) I- I- NOTES: LU W Lu1.TOTAL OUTSIDE AIR FOR THE MAIN SALES AREA HAS BEEN DISTRIBUTED AMONG RTU.3,5,6 AND 7 FOR ACTUAL VALUES IN RTU SCHEDULE SINCE THEY SERVE THE SAME AREA Z � Lu 2 O 2 2 DIFFUSER,REGISTER&GRILLE SCHEDULE > ° PLAN MFGR(4) MODEL TYPE NOMINAL NECK SIZE MATERIAL COLON NOTES U U CODE FACE SIZE FINISH SD-1 TITUS TOO SURFACE MOUNT-ADJUSTABLE ROUND 24"X24" SEE PLAN STEEL STANDARDWHITE SD-2 TITUS PCs LAY4N CEILING-ADJUSTABLE THROW 24"X24" SEE PLAN STEEL STANDARDWHITE SD-3 ACUTHERM TF-HC VARIABLE AIR VOLUME DIFFUSER 24X24" SEE PLAN SD4 TITUS TMRA ROUND DIFFUSER 3110DIAMETER 14"DIA STEEL STANDARDWHITE yk N EG-1 TITUS PAR LAY-IN 24"X24' SEE PLAN STEEL STANDARDWHITE EG2 TITUS 30RL SURFACE MOUNT 16"X4" 14^.C4" STEEL COLOR BY ARCHITECT RGi TITUS PAR LAY-IN 24X24" SEE PLAN ALUMINUM STANDARDWHITE RG2 71TUS Ml SURFACE MOUNT 24"X24" SEE PLAN ALUMINUM STANDARDWHITE TG1 TITUS PAR SURFACE MOUNT 24'X24" SEE PLAN ALUMINUM STANDARDWHITE Q T; f1 �A TG2 TITUS PAR SURFACE MOUNT 24"X24" SEE PLAN ALUMINUM STANDARDWHITE f�W V�/ SCHEDULE NOTES: EXHAUST FAN SCHEDULE `Q PLAN R D y M E.S.P. POWER E F T r IN H EF-1 RESTROOMS GREENHECK G&081 BELT 525 1232 0.50 1/4 115/1/60 4.9 EMS CENTRIFUGAL DOWN BLAST 55 1,2,3,4 Lu 2 Q EF3 ELECTRICAL ROOM GREENHECK G&091 BELT 375 1191 0.50 114 11511I60 4.0 LINE-VOLTAGE TSTAT CENTRIFUGAL DOWN BLAST 55 1,2,3,4 SCHEDULE NOTES: 1)PROVIDE WITH DISCONNECT AND GRAVITY BACK DRAFT DAMPER WITH EDGE AND BLADE SEALS. ASHRAE DATA SHOWN FOR COOLING 1°k DB/WB OF 91/63. 2)PROVIDE 18"HIGH INSULATED ADJUSTABLE ANGLE ROOF CURB. ,A 3)PROVIDE PULLEY AND SHEAVE FOR SYSTEM BALANCE. V, 4)ALTERNATE MANUFACTURER'S ALLOWED WITH APPROVAL. , ) Q PQ�80 82 84 86 �� 80 82 J 84 86 �� 80 82 84 86 V//, ''^^ 78 I P 78 76 76 H Q<v� 76 J W 74 G � 74 C' `4� 74 I r J 0Jv 70 2 E F �J� 70 2 E F 0J� 70 2 G r(/, 0 v 68 D 68 D 68 W ss C ss 66 Lu O 64 A Ei 64 A 64 C _ ; _ 62 62 62 z 60 1 60 1 60 1 'v'AA BY NODE ON CHARTS V, a _j z 65 70 75 80 85 90 95 100 105 110 65 70 75 80 85 90 95 100 105 110 65 70 75 80 85 90 95 100 105 110 Z J Q DRY BULB TEMPERATURE DRY BULB TEMPERATURE DRY BULB TEMPERATURE Z Lu LL_ CHART 1 CHART 2 CHART 3 Q W LuD SAILS Z AC-1 PROCESSING ROOM AC-2 OFFICES AC-7 SA ENTRY J AC-3 SALES PERIMETER LHS Z J m AC-4 FITTING ROOMS, FOYER, Q J AND RESTROOMS AC-5 SALES PERIMETER LHS U Q AC-6 SALES PERMETER RHS U_ AC AREA SERVED CHART A 20% 40% 60% 80% B 20% 40% 60% 80% C 20% 40% 60% 80%1 D 20% 40% 60% 80% E 20% 40% 60% 80% F 20% 40% 60% 80% G 20% 40% 60% 80% H 20% 40% 60% 80% I 20% 40% 60% 80% J Z I STOCKROOM 1 974 924 874 1 824 774 724 694 665 635 606 576 557 537 518 498 479 465 451 436 422 408 398 388 377 367 357 349 341 333 325 317 311 304 298 291 285 280 275 269 264 259 255 1250 246 241 237 Q 2&4 OFFICES&FITTING ROOMS 2 669 655 640 1626 611 597 585 574 562 551 539 530 520 511 501 492 484 476 467 459 451 444 437 431 424 417 411 405 400 394 388 383 378 373 368 363 358 354 349 345 340 336 332 329 325 321 T 3&6 SALES EXTERIOR AREA 2 877 853 829 806 782 758 740 722 703 685 667 653 639 624 610 596 584 573 561 550 538 529 519 510 500 491 483 475 467 459 451 444 438 431 425 418 412 406 401 395 389 384 379 373 368 363 yI 5 SALES INTERIOR AREA 2 1023 996 968 941 913 886 865 844 824 803 782 766 749 733 716 700 687 674 660 647 634 623 612 601 590 579 570 561 551 542 533 525 517 509 501 493 489 485 481 477 473 467 461 454 448 442 (�� 7* SALES ENTRY AREA(NORTH) 3 603 577 551 526 500 474 457 441 424 408 391 379 368 356 345 333 324 316 307 299 290 283 276 270 263 256 251 246 240 235 230 226 221 217 212 208 205 201 198 194 191 188 185 182 179 176 7** SALES ENTRY AREA 3 371 360 350 339 329 318 310 302 294 286 278 272 266 260 254 248 243 238 233 228 223 219 215 211 207 203 200 196 193 189 186 183 180 178 175 172 169 167 164 162 159 157 155 153 151 149 _ *AC-7 NORTH EXPOSURE **AC-7 NORTH EAST,SOUTH,OR WEST EXPOSURE AND A GLASS SHADING FACTOR OF 50%. (SENSIBLE TO TOTAL RATIO)X(TOTAL COOLING BTUH)=SENSIBLE BTUH (OA CFM/A)=TOTAL AIR FLOW DO NOT EXCEED 40% MECHANICAL CALCULATIONS MECH AC UNIT ZONE DESCRIPTION ZONE TOTALAREA UNITSPEC(MBH) UNIT SPEC(TONS) MECH DESIGN SF/TON TABLE DESIGN DIFFERENCE(TONS) SUMMARY SF/TON TTONS 1 PROCESSING 1508 72.8 6.1 249 774 1.9 4.1 HIGH OK-LGH072H4 Pmlecl number 9903 2 OFFICES/REAR SALES 1164 34.1 2.8 410 597 1.9 0.8 HIGH OK-LGH036N4 Date 6/6/2014 3 SALES EXT.WALL LHS 5400 118 9.9 548 758 7.1 2.7 HIGH OK-LGH12OH4 Dmwn by JW 4 FITTING/RR'S/FOYER/REAR SALES 557 34.1 2.8 196 597 0.9 1.9 HIGH OK-LGH036H4 Checked by SS 5 INTERIOR SALES 1475 183 15.2 491 886 8.4 6.7 HIGH OK-LGH180H4 6 SALES EXT,WALL RHS 5325 118 9.9 541 758 7.0 2.8 HIGH OK-LGH120H4 7 SALESENTRY 2769 118 9.9 281 371 7.5 2.4 HIGH OK-LGH120H4 Pdnb d 6/2/2014 M.E.P. CALCULATIONS ROSS REQUIREMENTS 4:46:58 PM Scale As indicated ygpML FyG�OrA� O\STEREO F^ CF KEY NOTES: ® as 1. COORDINATE EXACT LOCATION OF ROOF MOUNTED EQUIPMENT MTH STRUCTURAL MAINTAIN 10'SEPARATION BETWEEN OUTSIDE AIR INTAKES AND EXI4WST 1EAMINAPONS.PROVIDE FULL 512E DUCT DROPS IN1D SPACE AND SMOKE Q DETECTORS TO BE INSTALLED IN SUPPLY AND RETURN DUCTS.MECHANICAL 4TE VOP -'�-- CONTRACTOR TO PROVIDE 12'HIGH REFLECTIVE UNIT NUMBERS WITH SPECIFIC J. A/C UNIT i TO BE POSTED ON EACH UNIT ON THE CONTROL PANEL DOOR AND 12/10/201 SIOE WITH DISCONNECT IN A LOCATION'A BIE FROM ROOF HATCH. _ 2. PROVIDE A MANUAL BALANCING DAMPER ABOVE THE CEIUNC FOR EACH DUCT. SHOWN.COORDINATE WITH STRUCTURE. H -_�-----�-- 0, PROVIDE FULL SIZE DUCT DROPS FROM UNIT AND TRANSIRON TO DUCT SIZES AS -�� , LANE THERMOSTAT BE PROVIDED AND INSTALLED BY MECHANICAL A D WIRED W AN ELECTRICAL C WIRED BY E TO 5. REFER TO THE ENS PLANS FOR THE LOCATIONS OF TEMPERATURE SENSORS, In iLL OY 7FS CFM oPCFM .. -- —---- CL o Q r —_.—�-- �®e 4 EF 3 •�hr, ,.� 9_'t � O F C� P - 22SS'Ell - O Z EX MOUNT HHIG DUCT-WORK, Z \\ MOUNT AS HIGH AS POSSIBLE, EF F \e \ J N m --- \ MOUNT DIFFUSERS 3 BELOW '" $p-{ S0=4B°f P.0 ,� \. -- _. - � - r— I,-0 MIN. 3 OUNIE 1�C� Bpp C 14.0010 14"/ 1 '_____�--G�� 1lIS.SEN \ l � ]d_E 1 1 5 SR-4 � S0_L flt I�` gp I ucHTs \\\ T 800 CFM 0 ROOF 90o CFM • 740 CFM — T, ... Ii OUNTED {O B2 \ T EF .I 6 ROOF e e b MOUNTED 1 1 i 225 CFM \ v� - - \\ p ROOF MOUNTED BH 1 5 MOUNTED _ - \ ROOF�ASHIOH--- REINIFORCED 2DN 30 O —..______._ ..._..__.____ _.. ..._._ _.____._. . I ._..... MOUNTED � 4 AS POSSIBLE.PROVIDE SG \ \ 50 { - - SD�01 RC-1 A.F.F. 'p \\ WITH 1/2 O 2, WIRE MESH, ]2@ BNLMICE TO 2,400 CFM - 795 CFM I --_..— H N 00 CFM 5T00 CFM BEM • �\\\ 800 CFM 9DU cFM 660 CFM 660 CFM 800 CFM �\ ` Z ��\ ■ NLu a �` ■ ■ rtvyv_ z LJJ 2 i I I _ p, - 4 \ ■ ■ \ 14.E800 CFM OLE 670 CFlA 14.8 14J! ■ ]!_! eoo CFl�------------ `\ 1,300 CFM 1210 12,0 A`V 18•0 - - - - ].SW-_CFM ].SJ1V-CFM 1542GFM � ].`,A➢--OEM 22•.22• I I\�\• Sk I \ ROD CiM ROOF 5 1 5 1 5 _—__ _ MWNIEDO 5 F c 0M l 5 \ \ ( 24.0 D \ �O CFM W III 12°0 b \\\ \ \ R O O \ WNIED J �\\ \\ \\ 20"0 I'0 16°0 i \\ - \\ Q Q \ �2 ,.wo CFM 1.3"00 CFM 121W CFA1 1 7"00 CFM i ,. FM \ Z (m 800 Ci/A 10"0 14"f 14'0 10"0 gpp C,y /' Lu J `\ --------- -- __ Q ;1 \ \' 6 LuLL 330 CFM 330 CFM 5 OOFI 340 CFM 340 CFM 340 CFM I\ Q Z MOUNTED \ \ LL I 40 � Q 10"f I lei 14'f III 10"f ]43 ;800\ l�G--GEMSEI z T i <.- U Lu In ON 320 OFM 320 CFM320 OEM 32G_S.EM 320 CFM ` \• --L NY I CFM I �— -- - ----� 720.;, — - — I , 6 r-.. --------- -- _._.._._.__— -- - --- --- -- b —� _-- -__' _.._ .-.._.. Pmjecl number 9903 -1 - H VA C PLAN Date 6/6/2014 .__..... M1 0 Drawn by JW Checked by $$ 0 5 10 15 25 SET MAY BE PRINTED AT A REDUCED SC/WE At"o A : B C D L. IF G 6/2/2014 HVAC PLAN 4:46:58 PM s�� As indicated �SVONAL fa 1 7 `�.9Tf akl TOP�a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �tR J. K W W x � K W it W 11/3/2014 HVAC DESIGN CRITERIA&CHECKLIST HVAC DESIGN CRITERIA&CHECKLIST HVAC DESIGN CRITERIA&CHECKLIST HVAC DESIGN CRITERIA&CHECKLIST a �� > > a 5� S� 5 a. �� �� � a USE,REVIEW&COMPLETION IS o k o k o z w a USE,REVIEW&COMPLETION IS o k o k o Z w n. USE,REVIEW&COMPLETION IS o o k O a USE,REVIEW&COMPLETION IS o o k p a w W w ¢ w w w a w w wZW < W W wZw r MANDATORY FOR ALL ROSS - 0- 0:p r MANDATORY FOR ALL ROSS - w- c9 r MANDATORY FOR ALL ROSS - - o r MANDATORY FOR ALL ROSS Wz PROJECTS. LLm LLm LLNr Wz PROJECTS. LLm LLm LLN �z LLm LLm LLya Wz LLm m N< PROJECTS. LL LL LL z PROJECTS. LL LL LL r r �g oy N o0p �g oy oN ootH 2g Om oy 0, 2g ON a ow . Mc- CONTACT TOSS WITH ANY QUESTIONS. it a g a f a CONTACT TOSS WITH ANY QUESTIONS. f, 2, 2 o. CONTACT ROSS WITH ANY QUESTIONS. f f x it f LL CONTACT TOSS WITH ANY QUESTIONS. f g g z wz 00 00 00o wz pp 00 2 wz coo H�o H�oo KHi z coo 1W Two oo �O yLL NLL NLLQ �O U)LL NLL NLLQ 1=O W Wu- NLLQ -0 mu- re2 U32Q O = 1 OUTSIDE AIR DESIGN Architect Engineer Reviewer 8 HVAC SYSTEM DESIGN Architect Engineer Reviewer 6.8.3.8 Y ECONOMIZERS TO BE GEAR DRIVEN AND FACTORY INSTATED W!ALL 6.0 Y EXHAUST FANS Architect Engineer Reviewer Y 1.A SLIMMER DRY BULB AND WET BULB TEMPERATURES: x 6A ZONING IS MANDATORY PER PROTOTYPICAL HVAC DESIGN LAYOUT UNITS 5-TONS AND ABOVE.GLOBAL ENTHA.PY CONTROLS ARE TO BE 6.C.1 Y BELT DRIVEN CE IWUGAL ROOF EXHAUSTER VICME,GREEN NECK x 1x ASHRAE DESIGN PLAN USED FOR THE CONTROL OPTION ON THE ECONOMIZER. OR EQUIV w o 1.13 WINTER DRY BULB TEMPERATURE:99X ASHRAE DESIGN x 6A.1 AC-1 PROCESSING ROOM ONLY. X ECONOMIZER TO BE SUPPLIED WITH OUTDOOR AR HOOD.TWO X 6.C.2 Y COMPLETE WITH CURB,BACKDRAFT DAMPER AND DISCONNECT x r ¢M 6A.I.A AC-1:CONTROL.TEMPERATURE SENSOR SHALL BE LOCATED ABOVE CLEANABLE ALUMINUM MESH FRESH AR FILTERS TO BE FURNISHED SWITCH. 2 ROOM DESIGN NOT WITHSTANDING ANY OTHER(XdiERIl1 THE HVAC SYSTEM Architect Engineer Reviewer THE DOOR 0+93'OFF. X BY LENNOX. B.C.3 Y FAN SOUND RATING SHALL BE 5 SONES OR LESS. x - S TO BE OSIGI AND CONSIRLI IED TO MAINTAIN THESE TEMPERATURES 6.A.2 AC-2 OFFICES,R1E51ROOIAS AND REAM RETAIL SALES. X 6.B.3.0 Y 25x OUTSIDE AR INTAITE HOODS WITH BALANCE DAMPER AND BIRD 6.C.4 Y RESTROOMs ,VNTTOR CLOSET EXHUST FAN -1 SHALL BE CONTROLLED 2.A x 6A.2.A. AC-2 UNIT gDNTROL TEMPERATURE SO4SDR TO BE LOCATED N THE MANAGER x SCREEN SHALL BE FACTORY INSTALLED ON UNITS WM401JT AN NA BY THE ENERGY MANAGEMENT SYSTEM. d EQUIPMENT CLOSET LL o y 2.B WINTER:70'F DRY BULB TEMPERATURES x OFFICE+54 AFF AND A MONITORING ONLY SENSOR N THE CASH OFFICE. ECONOMIZER. EXHAUST FAN(EF-2)SHALT.BE CONTROLLED BY THE ENERGY MANAGEMENT Q zz<_ 6.A.2.B AC-2 THE LOCKER BRENOOOM&CASH OFFICE SHALL HAVE TEMPERATURE 6.B.3.0 Y POWER EXHAUST FANS SHALL BE FACTORY INSTALLED ON 6-TON SYSTEM&A LINE VOLTAGE THERMOSTAT IN PARMLEL(SEE DIET 7/SHT El). 3 PEOPLE DESIGN CONTROL SUB-ZONES PROVIDED BY SELF CONTAINED VAV CHANGEOVER x AND LARGER LINTS WITH AN ECONOMIZER HAVING A HIGH(GREATER X LOCATE THERMOSTAT IN THE EQUIPMENT CLOSET 0+54 AFF AT SIDE WALL ON X o }r 3.A QUANTITY Architect Engineer Reviewer TYPE CONTROLLED CEILING SUPPLY DIFFUSERS'THERIMFUSER TYPE 7F-HC. THAN 0.25 SP DESIGN RETURN AIR PRESSURE LOSS. HINGE SIDE OF DOOR.ELECTRICAL ROOM EXHAUST FAN(EF-3)9VLLL BE w= 3.A.1 RETAIL SALES ENTRY:75 50.Fr. x 6.A.2.0 AC-2 DO NOT PROVIDE RETURN AIR FROM THE ROOM. X 6.B.3.E Y SUPPLY AND RETURN SMOKE DETECTORS TO BE PROVIDED AND CONTROLLED BY A LINE VOLTAGE MERMOSTA:E IDCATED IN THE ELECTRICAL a ❑ o 3.A.2 RETAIL SALES GfNQW.125 SQ.FT x 6.A.3 AC-3 RETAIL SALES FLOOR PENIMEIER WAIL AREA,LEFT FACTORY INSTALLED BY LENNOX IF LOCAL CODE REQUIREMENTS ROOM AT 0+Se AFT NEXT TO DOOR CLEARLY SPECIFY THAT THE LINE O SIDE AS VIEWED FROM STORE ENTRY. x DO NOT ALLOW FACTORY INSTALLATION,LENNOX WELL PROVIDE RA ONLY VOLTAGE THERMOSTATS SHALL BE PROVIDED&INSTALLED BY THE MECHANICAL Hy w-1 3.A.3 FWTNG ROOM WOMEIN 35 SO FT. X SMOKE DETECTORS TO BE FIELD INSTALLED BY THE FNAC CONTRACTOR•WIRED BY THE ELECXTM,AL CONTRACTOR. O 3 L6 3.A.4 FELTING ROOM YEN •75 SQ.FT. X 6A.4 PC-4:YEN S AND WOVEN FT7NG ROOMS,FOYER,REM RETAIL SAES CONTRACTOR AND ELECTRICAL CONTRACTOR SHALL FIELD ARE O N Z6 J- 3.A.5 FffITNG ROOM fOYETC 50 SO.FT. X FLOOR AT FRYER ENTRY. x DETECTORS TO UNIT AS NECESSARY. z oP 6.D HVAC SYSTEM PLANS Architect En ineer Reviewer z m 3.A.6 LOCIIERR ROOM:50 S0.FT. X B.A.4A. WOME UNIT CONTROL TEMPERATURE SENSORS SHALL 8E LOCATED WITHIN THE 6.B.3.F Y HACR CIRCUIT BREAKERS TO BE FACTORY INSTALLED AHD FACTOR( J r¢o 3.A.7 OFFICE:75 11 FT. BUT NLT 3 PERSONS x M'OYEN'S FITTING ROOM CORRIDOR 0+93'OFF. x 6.D.1 (MANS SHALL BE COMPLETE INCLUDING ME FOSAWING: N rn WIRED 8Y LENNOX ON ALL UNITS ABOVE 125-TONS.UNITS 125-TOES B.D.1.A Y C UNITS SCHEDULES x V 3.A.8 CORRIDOR:2DO. Fr. x 6.A.4.B CONTROL THE FOYER AND MENI FTRNG ROOM SHALL HAVE TEMPERATURE AD BELOW WILL BE SUPPLIED MIN NON-FUSED SERVICE X 6O.1.B Y EXHAUST FANS x 3.A.9 lOILL1S:iDO FT. X CONTROL SUB-ZONES PROVIDED BY SELF CONTAINED VAV CHANGEOVER X DISCONNECT FACTORY INSTALLED AND FACTORY WIRED. 6.D.1.0 Y SMOTE DETECTORS X I 3.A.10 PROCESSING ROOM:250 .FT. X TYPE CONTROLLED CEUNG SUPPLY DIFFUSERS'THERMARI ER TYPE TF-HC. 6.B.3.G Y SERVICE OUTLETS:LENNOX TO FACTORY INSTALL A DUAL 120-VOLT 6MAD Y DUCT HEUERS P NA 'I 3.A.11 CASH ROOM:150 SQ.FF. NLT 1 POW X 6.A.5 -5:RETAIL SALES FLOOR INTERIOR AREA. X GM TYPE SERVICE OJREr.WIRING 70 THE OURPT SHAM.BE x 6.D.1.E Y OUn.Er TYPE AND SAS x 6.A.6 AC-S.,RETAIL SALES RDOR INTERIOR AREA. FIELD PROVIDED BY ELECTRICAL CONTRACTOR ON SITE.X B.D.1.F Y DUCTWORK TYPE AND X 3.B HEAT GAIN Architect Engineer Reviewer ARIGHTC-7:SIDE ET AS HEWED FROM STORE ENTRY. 8.8.3.H Y CURBS:USE ONLY LENNOX STANDARD ORBS OR ADAPTOR ORES, X 6.D.1.G Y INSULATION TYPE AND U FACTOR x - 3.B.1 SENSIBLE HEAT:IM/ BTRR X 6.Xii AC-7:RETAIL SAES FLOOR ENTRY COVE OF ENTRY GLASS. X TO FT SUPPLIED BY LENNOX. B.D.1.H Y BALANCE WPM.FIRE WIPES,MICA VANES,EXTRACTORS, 3.B.2 UTERI:210 BII1H X 6.A.8 TEMPERA 3 TAKEOVER PROJECTS SHALL HAVE EQUIVALENT 6.8.3.1 Y ROOFTOP HVAC UNITS SITE IS RE SUFPUED WITH LENNOX COASTAL PA(XVM,c TEMIPERAIURE CONTROL ZONES,NUMBERED AND SEED ACCOIDING NA (TE CHMCOAI)WHEN SITE 6 LOCATED WITHIN 6 MILES OF THE COAST OR ITEMS DOORS/PANELS AND ORDER ACCESSORY BEET METAL X - 4 VENTILATION DESIGN TO THE PROIDIYPICN.ZONES DESCRIBED. FIIRTHER IF IN A CORROSIVE ENVIRONMENT.BOTH THE EVAPORATOR AND NA• 6.D.2 Y GAS PAID TYPE AND SIZE X II 4.A OUTSIDE AIR Architect Engineer Reviewer CONDENSER COILS SHALL BE COATED.SYSTEM SUPPLY,RETURN&EXHAUST 6.DA.J Y CONDENSATE DRAIN APING TYPE AND SIZE x ' 4.A.1 15 CFM MN PER ASHRAE RECOMMENDATION 6.8 Y AIR CONDITIONING UNIT AIR OUTLETS ARE TO BE ALUMINUM WHEN COASTAL PACKAGE IS INSTALLED. X 6.D.1.K COMPLETE LOAD CACUATIONS OR AS IRED BY APPLICABLE LOCAL CODES 6.8.1 Y NATIONAL ACCOUNT INFORMATION Architect Engineer Reviewer 6.8.1A Y ROSS DRESS FOR LESS FIRS A NATIONAL ACCOUNT AGREEMENT 6.B.4 SIZE Architect Engineer Reviewer B.D.2 PLAN REVIEW:THE COMPLETE 1 PLAN SET,PLUS LOAD 4.B INFILTRATION Architect Engineer Reviewer WITH LENNOX INDUSITBES TO SUPPLY HVAC PRODUCTS FOR ALL x 6.B.4A UNITS 9VLLL BE SELECTED BASED UPON CLOSEST SIZE 7FWT SIRAL CAI.WU710NS FOR EACH UNIT M RE SUBMT P FOR REVIEW x 4.8.1 RETAIL SALES ENTRY:30D CFY 3 FT.DOOR X LOCARONS.NO SUBSTnlTGNS YAI}DUf SF£CIAL CONOTCNS AND PROVIDE THE CACUUTED C.MACRY(TONS/GEAR ATM INTERNE TU, 4.B.2 PROCESSING ROOM:B00 CFM FOR OVERHEAD LARDING DOCK DOOR USE THE APPROVAL OF ROSS'V.P.OF CONSTRUCTION. CONDENSER AIR TEMPERATURE 5 DEG.F KGH THAN THE ASHRAE X x 6.D.2.A THE ASSIGNED ROSS CONSTRUCTION REPRESENTATIVE BETWEEN 8-t0AM COOING 7ID LOAD ESTIMATE) s.B.i.e r LENNOX INDUSTRIES INC. RULE BE HE Gt PRIOR THE ID 1x DESIGN OUTDOOR AIR ASHRAE ALL UNf15 SPECIFIED 6.D.2.B THE ROSS ENGINEERING CONSULTANTS: SPECIFICATIONS AND SCHEDULE BY THE G.C.PRIOR TO BID DAIS NA LUST MEET OR EXCEED ASHRAE 90.1 1999 MNIYUY REQUIREIENB H 4.0 EXHAUST SYSTEMS Architect Engineer Reviewer FOR PRODUCTION SCHEDUJNG AND FOR PREPARATION OF THEIR 6.8.4.E ACTUAL COOING AND HEATING LOAD CA.CULATKXS MUST BE C&C BUILDING AUTOMATION,ATN:ENGINEERING DEPARTMENT QQ 4.C.1 MECHANICAL EXHAUST:LOCKER ROOM,TOILETS,JANITOR,AND QUOTATION TO BIDDERS. SUBMITTED FOR REVIEW AND APPROVAL TO THE ROSS STORES 390 SWIFT AVER{22.SOUTH!SAN FRANCISCO,CA 94080, E PIIEM CLOSET AT 6 AIR CHANGES PER HOUR x 6.6.1.0 Y WAC CONTRACTORS ARE DIRECTED N CAL WRY HIUXRIN,LENNOX ASSIGNED CONSTRUCTION REPRESENTATIVE WITH THE 100%DESIGN X PHONE(650)243-2455,EMAIL:W-nCCCBAC.COM 4.C.2 MECHANICAL EXHAUST SEE SECTION B.C.S OR GRAVITY NA71 NAL ACCOUNT REPRESENTATIVE FOR EQUIPMENT INFORMATION NA SUBMITTAL(SEE 6D.2). VENTIURM:ELECTRICAL ROOM. x SEE CONTACT UST SETT ADD 6.D.2.0 THE UNIT MANUFACTURER: 6.B.1.D Y EQUIPMENT WARRANTY-LENNOX NDUSIPoES SAL PROVIDE A 6.BAC SONG GUIDELINES HAVE BEEN CHECKED AGAINST THOSE PROVIDED LENNOX INDUSTRIES,INC.ATTENTION CORY HM�N,LEM 5 ELECTRICAL DESIGN LOADS NON-PRORATED WARRANTY OF 5 YEAS FOR THE NA ON; NATIONAL ACCOUNTS FOR ROSS SEE CONTACT LIST ON AD.O. SA LIGHTS: Architect Engineer Reviewer AID 10 YEARS FOR THE HEAT EXCHANGERS. CHART 1 FOR AC-1,(ALWAYS DESIGNATED FOR PROCESSING ROOM) x B.D.3 AS BUILT DRAWINGS: z 5.A.1 115E ACTUAL UGK NG DESIGN. CHART 2 FOR AC-3 THRU G(REFER TO M-1 FOR DMGYATI NS) A FULLY UPDATED AS-BUILT AUTOCAD MECHANICAL SET SHALL BE 6.8.2 Y TYPE Architect Engineer Reviewer CHART 3 FOR AC-7 ALWAYS DESIGNATED FOR STORE PROVIDED TO ROBS STORES,W.AT WNSIRUC110N TURNOVER - ~' 5.A.2 LIGHTING GADELINE FOR USE d'ACTUAL DESIGN IS UNAVAILABLE AS 0. Fg10WS: X 6.e.2.A Y FURNISH AND INSTALL LENNOX SERIES HIGH EFFICIENCY, fi.B.a.1 THE SQ.FT. SIDING DATA 910WIR IN TABLE 1 HAS BEEN BASED AND AS REQUIRED FOR FINAL ACCEPTANCE UNDER Icsa IY 5.A.2.A RETAIL SAES GENERAL:1.3 WATT SQ.FT. x PACKAGED ROOF MOUNTED GAS HEATING ELECTRIC WOLNG x ON THE FTILLOWNG CRITERIA WHICH THE BUILDING DEW. LUST x 5.A.2.8 RETAIL SALES AREA VMMCE:12 WATT NEAR FT.ON PERIMETER UNITS WITH TYPE R410-A REFRIGS M. MEET: 6.E DUCTWORK DESIGN Architect Engineer Reviewer rA WALLS X 6.82.8 Y USE OF EECTRIC HEARNG OR HEAT PUMPS REQUIRES SPECIAL 6.B.a.D.1 GLASS R-0.47-FAEF�U-VALUE.3 x 6.E.1 SONG:SUPPLY AT 0.1 1 RERNUR AT 0.08 1W AID BRANOi W 5.A.2.0 DRESSING ROOM WOMIN S:3.25 WATT FT. x CONDITIONS AND THE APPROVAL OF TOSS'V.P.OF CONSIRIICIIOM. NA 6.s.4.1.2 WALL U SO1D GROAT W 13 8A77 x CONNECTIONS TO OUTLETS AT 800 FPM x 5.A.20 DRESSING ROOM MEN •3.00 WATT/SQ.FT. x 6.8.2.8 Y I VERTKAI. DOWN TYPE UNITS ARE STANDARD. x 6.13A.D.3 ROOF R-30-Fic-rn-R-35 CONTINUOUS X 6.E.2 Y ALL DUCTWORK SHILL BE G1LYAN®STEEL,WITH TRANSVERSE z 5.A.2.E DRESSING ROOM FOYER:1.50 WATT FT. X 6.13ADA PEOPLE LOAD:PER SECTION 3 x DUCT JOINTS SEND WITH 4'WIDE HDADCAST TAPE DUCT TAPE IS 0 S.A.2.F LOCKER RWM CASH PROCESSING ROOM,lOLE1S:1.ZW W FT. X 6.8.3 Y FACTORY OR FIELD INSTALLED ITEMS Architect En ineer Reviewer 6.B.4.0.5 UGG111NG LOAD:FAR SECIDH 5A x NOT ACCEPTABLE FIBERGLASS FLEXIBLE DUCTS YAM LINER MAY BE x - s.B.3.A Y LENNOX TO SUPPLY FACTORY INSTALLED AND FACTORY TESTED BACNET 6.13A.D.6 ELECTRICAL OMMIENCE OUTLET LOAD.PER SECIKN 58. X USED FOR BRAIn DUCT CONNECTIONS M OUTLETS WITH 10 FT. > 5.A.2.G CORRDOH 1.DO WATT S0.FT. x ENABLED PRODIGY BOARDS FOR ALL NEW UNITS.EMS SUBCONTRACTOR 6.B.4.D.7 VEMTM710N:PER SECTION 4. X MAXIMUM LENGTH. IU 5.8 ELECTRICAL OUTLETS EQUIPMENT LOAD Architect Engineer Reviewer lO SUPPLY NEW COMPATIBLE EMS CONTROLS ON EX6TNG LINTS(WHERE X 6.B.4.D.8 SAFETY FACTOR:10S X 6.E.3 Y ALL BRANCH DUCT CONNECTIONS TO OUTLETS SHALL INCLUDE A 5.B.1 ONAGER OFFICE;FOOD WATTS x THERMOSTAT INTAPPROVED FOR ERF INCH'L SUBCONTRACTOR TO PWDE EXISTING UNITS FOR EMS CONTROLS.CONVENTIONAL 6.8.4.E LENNOX WILL NOT RELEASE WNDTIOS ARE SUBSTANTIALLY RMET. UNTIL ROSS C"7ilERIA THE BRANCH DUCfDUCfnCt NECTON T WITH O THE HEADER DUCT.LOCATED AT x 5.8.2 CASH:250 WATTS x 5.8.3 LOCKER ROOM:IOW WATTS x 5.8.4IODD WAnS x ❑ ❑ ❑ K W W W K ❑ ❑ O O ❑ O HVAC DESIGN CRITERIA&CHECKLIST E � HVAC DESIGN CRITERIA&CHECKLIST T x x w HVAC DESIGN CRITERIA&CHECKLIST g g x ga 0� 0� LL 5a 0� 0 a 0a 0¢ 0 USE,REVIEW&COMPLETION IS w G w wZw a USE,REVIEW&COMPLETION IS o 0 0 w a USE,REVIEW&COMPLETION IS o k o k o w r MANDATORY FOR ALL ROSS - - c5 r MANDATORY FOR ALL ROSS K X 0 MANDATORY FOR ALL ROSS - - ❑- PROJECTS. LLm LLm LL w ❑z PROJECTS. u m LLm LL w r n Z PROJECTS. LL 00 '0 Q1 LL'oCn p= p= pw Gj > > ww ❑ `0 pww Cn a CONTACT TOSS WITH ANY QUESTIONS. z z z z m a CONTACT ROSS WITH ANY QUESTIONS. g 2�cat 2 a CONTACT ROSS WITH ANY QUESTIONS. 2 2 t°m wz 30 550 boo wz HDo �o 2oo wz coo po boo �O NLL OLL V5 I=O 22 rgLL N2 LO NC' yLL Soo 6.E.4 Y DUCIWORI(�..fl'A.l BE FABRICd17D AND 60910 IN ACCORDANCE x 7.A.2 Y AIR CONDITIONING UNIT MMUFACTUf�R LENNOX INDUSTRIES INC. 7.B.3.B Y BALANCE Al FATS TO WITHIN+1GS-5R°F DESIGN.REPLACE FM W WITH SMACNA STANQAROS. 7.A.2.A Y MECH NKAL CONTRACTOR SHALL PROVID:AN EQUIPMENT DRIVE IF REQUIRED TO OBTAIN THE DESIGN CAPACITY. 6.E.5 Y UNLESS A HIGHER LEVEL IS REQUIRED BY CODE,DUCTWORK OPERATIONAL CHECK AFTER THE HVAC INSTALA70 AND STARTUP 7.B.3.0 Y BALANCE CURETS AS FOUAWS: INSULATION 94AL BE 2'THICK ONE POUND DID IS FIBERGLASS IS COMREED PER MANUFACTURER INSTRUCTIONS.LENNOX SMALL AREAS WITH 1 OR 2 WnES:+/-5L OF DMM LARGE AREAS NSUATION WITH A VAPOR BARRIER JA5(£T.SUPPLY AND REIM x ARHORIZED PERSONNEL SHALL THEN INSPECT THE EQUIPMENT WITH 3 OR MORE OUn.E15:+-1OS OF DEEM. DUCTS WITHIN IV OF HVAC UNITS SHALL HAVE 1'INTERIOR INSTALLATION AND THE SYSTE.''M OPERATION. 7.B.3.D Y REPORT IN WRITING ALL DEFCENCI' ES AND FROO.E"MS DNSCOVEIRED p 1 ACOUSTIC INSULATION. EOC DOCUMENTATION SHALL BE PROVIDED TO THE ROES TO `SILT CONSTRUCTION REPRESENTATIVE LTHE OSS C.M.,6.F AIR DISTRIBUTION DESIGN 7.A.2.8 Y LINNOX NAIKINAL ACCOUNTS WILL PROMPT M£COMMUNNCATWN FOR BOLDING AUTOMATION AND �^6.F.1 SUPPLY AIR Architect En ineer Reviewer AN EOC,WHO WILL BE SCHEDULED IN COORDINATION WITH THE AG SUDOONIRACTM PRIOR TO COMPLETING THE v/ 6.F.1.A OUTLETS WITHIN LARGE AREAS SHALL LE UNI ED TO BOTH 1200 SQ. MECHANICAL CONTRACTOR WOW THIS REPORT MID INCLUDE THE"CAUSE AND Fr.AREA SERVED,AND 6DO CFM CAPACITY(RE MOST RESTRICTIVE x 7A.2.0 Y PRIOR TO SCHEDULING THE EOC,THE WAC SUBCONTRACTOR SHALL SUGGESTED tMUTTCN" F KNOWN. TO OYVERN.) VERIFY THAT,THE SHIPPING BLOW HAVE BEEN REMOVED,ALL OF 7.B.3.E Y THE AR CONDITIONING UNITS SHALL BE BALANCED IN THE MINIMUM 6.F.t.B Y OUTLETS SHALL BE STEEL WITH A WHITE FINISH PARNf VISIBLE INTERIOR FLAT THE AR CONDITIONING UNITS ARE OPERATIONAL DUC CORK,GAS OUTSIDE AIR MODE THE OUTSIDE AIR DAMPER'S MINIMUM OPEN RACX).WHEN COASTAL PACKAGE IS REQUIRED �INSTALLED OUTLETS x PIPING,CONDERSATE PIPING,POWER WIRING AND CONTROL WIRING POSITION'AND THE"METHCO'USED 94 LL BE INCLUDED IN THE W ARE TO RE THAN ALUMINUM WITH A WHITE FINISH RATHER T STEED. HAVE BEEN INSTALLER BMANCNG REPORT MEASURE.AIM AND REPORT THE FAN 6.F.1.0 Y OUTLET 0DO DAMPERS ARE NOT REQUIRED WHEN A BRANCH DUCT 7.A.2.D Y THE HVAC SUBCONTRACTOR SHALL PROVIDE AT THEIR COST A OPERARNG DATA FOR LINTS WITH ECONOMIZERS N THE 10OX BALANCE DAMPER IS PROVIDED x QUALIFIED SERVICE TECHNICIAN TO BE PRESENT DURING ME OUTSIDE AIR MODE. � Ce Q EQUIPMENT OPERATION CHECX. 6.F.1.D Y OUTLET TYPES SHN.L RE THE FOLOWING EXCEPTIONS)- Architect Engineer Reviewer 7.A.2.E Y LENNOX INDUSTRIES,INC.SHALL PROVIDE A WRITTEN COPY OF THE 7.B.4 Y FIELD VERIFICATION:UPON THE REQUEST OF THE ROSS SRXES INC. 6.F.1.D.1 Y T-EGM CEILING:TTUS PCs X EOO REPORT TO THE ASSIGNED ROSS CONSTRUCTION REP, COSTRl.MX71ON RIPRESEMATWTHE BALANCING SUBCONTRACTOR W W M Q 6.F.1.D.2 Y HARD CEILING'TAUS TOO X THE HVAC SUBCONTRACTOR PRESENT AT THE CHECK AND CMAC. SHALL MEASURE RANDOMLY SELECTED OUTETS AS CHOSEN ^ LLJ 6.F.1.D.3 Y SIDE WALL TITUS 272 RS PERMITTED ON SALES FLOOR X 7A.2.F Y ANY AND ALL DEFECTS IN THE AR CONDITIONING UNITS, BY ME CONSTRUCTION REPRESENTATIVE TO DEMONSTRATE ME li 6.F.1.D.4 Y AND ROOM MEPA FITTING, HRNI FOYER, INSTALLATION AND SYSTEM OPERATION SHALL BE CORRECTED BY ACCURACY OF THE ROMANCE REPORT YEASUREMENTs.AMEN AND CASH OM.OFF M PCUTTING,FETING TYPE 1F-TK; x ME WAC SUBCONTRACTOR WITHIN 30 DAYS AFTER THE DEEMED NECESSARY BY THE CONSTRUCTION RFPRESENTATIYff THE 61.1.13.5 Y I PROCESSING ROOM:TTUS TMRA MOUNTED 3 BELOW LIGHTS x DIS 1F UTCN OF THE EOC REPORT.FAILURE TO IDENTIFY A DEFECT BMAINIXNG CNFRPCiOR SHALL RESALM E DEFICIENT SYSTEMS � W J DURING ME EOC DOES NOT RELIEVE THE LANDLORD AND THE HVAC WITHOUT ANY ADDITIONAL COST. 5.F.1.E Y OUILIET SIZE SHALL BE SELECTED AT A MAXIMUM NO OF 35 OR LESS SUB-CONTRACTOR OF ME RESPONSIEUTV TO CORRECT /q AND A MAXIMUM NECK VELOGIY OF 800 FPM OR LESS. x SUBSEQUENTLY IDENTIFIED DEECM 7.B.5 Y CORRECTION OF DEFECTS:REWIRED WIIFIIN 30 DAYS OF THE 0 6.F.1.F Y OUTET DISTRIBUTION PATTERN AND SELECTED FOR A MAXIMUM DWRBUnM OF THE BALANCING REPORT,SEE 7A3 FOR TERMINAL VELOCTIY OF 100 FPM OR LESS. x 7.A.3 Y ALL EQUIPMENT,INSTALLATION.DESIGN AND OPERATION DEFECTS RESPONSIBILITIES. '1 1 U 6.F.1.G v THE LOCATION AND DISIRIBLI PATTERN FOR SUPPLY DIFFUSERS DISCOVERED DURING THE INSTALLATION,CHECK,BALANCE AND LLJ INSTATED IN'HARD'CE I NG ROWS SHALL BE SELECTED TO OPERATION OF THE WAC SISEM THAT REWIRE A CHANGE IN THE 7.0 Y CONTROLS AND CONTROL WIRING:THE EIS AND OR THE PROVIDE CONTINUOUS FLOW BETWEEN THE SURFACE MOUNTED x DESIGN AND SPECIFICATION OF THE WAC SYSTEM OR ITS EECIWCAL SUBCOMMAC OR ARE RESPONSIBLE FOR THE AIR a z PROVIDE COMPONENTS MUST BE PROPERLY INCORPORATED BY CHANGE CONDITIONING UNIT AND EXHAUST FAN FIELD SUPPLED CONTROLS, uGNnNG FIXTURES. J ` B.F.i.H v SUPPLY FIXTURES. CFMTUR SHALL RE BALANCED WITH RETURN AR CFM. ORDER IN THE PROJECT CONSTRUCTION DOCUMENTS AND THAT WIRING AND OPERATIONAL CHECKS THEREOF. s OUTSIDE AIR CFM MUST BE INDICATED SEPARATE TO THE SUPPLY AIR x CHANGES EW-0fD R RENEWED AND APPROVED BY SIXTH THE LANOLOTD 11 CFM ON ME HVAC EQUIPMENT SCHEDULE AND ME TOSS CONSIRIICIION REPRESENTATIVE. TO v SALES AREA TEMPERkTURE SENSORS AND OR ELECTROAC ® � m ATS MOUNTED AT 7-!Y'AFF. 7.8 Y AIR BALANCING B.F.1.1 Y MANAGER OFFICE SUPPLY AIR SHALL NOT BE LESS THAN 3110 CFM x 7.g,1 Y QUALIFICATIONS Architect Engineer Reviewer TE Y OPER;A71ON AND MAINTENANCE MANUALS: 6.F.2 RETURN&EXHAUST AIR Architect Engineer Reviewer 7.8.1 A Y THE NR BALANCING SHALL BE DOE F AN GENERAL CO AMC OR THREE((3)BOND SETS ID ME DTERAKXN AND MAINTENANCE A COPY F THIS CHECKLIST I S T® z 6.F.2.A Y THE REIM AIR SYSTEM SAIL BE COMPLETELY DUCTED.RETURN NEBB CERTIFIED FIRM AT THE COST OF ME GENERAL CONTRACTOR. MANUAL$SHALL BE PROVIDED TO THE EROSSRE REQUIRED FOR FINAL AIR COONG PLENUMS ARE NOT ACCEPTABLE. X 7.8.2 Y SUBMITTALS Architect Engineer Reviewer REPRf'SPNTA7IVE AT TURNOVER,AND ARE REQUIRED F'OR FINAL 6.F.2.8 Y OUTLETS SHALL BE STEEL WITH WHITE FINISH. WHEN COASTAL PACKAGE IS 7.B.2.A Y WITHIN'.A DAYS AFTER THE CONTRACT IS AWARDS PROVIDE THE ACCEPTANCE /P NSTNTS HULLS ARE TO BE LADE OF ALUMINUM NOT S1E7]_ x NAME AND QUALIFICATIONS OF THE BALANCING SUBCONTRACTOR \` 6.F.2.0 Y =L T ODO DAMPERS ARE NOT REQUIRED WHEN A BRANCH DUCT AND SAMPLE TEST FORMS TO BE USED FOR THE VIDE A W REPENT. 7.F Y AS-BUILT OELY NEC:RD LL SHALL E COMPLETED A INCLUDED v z BALANCE DAMPER IS PROVIDED. x 7.8.2.8 Y AFTER THE BALANCING HAS REIN COMPLETED,PROVIDE A WRITTEN SHALL BSSA AVAILABLE RECORD ALL HVAC DRAWING CHANGES WHICH 6.F.2.D Y OUTLET TYPES SHALL B£AS FOLLOWS: Architect Engineer Reviewer COPY E OS BALANCING ION RE TO SHALL RE AVAIONST AT ALL TIMES FOR REVIEW BY ME ROSS 1 THE BOSS WHSIRIlC'TION REPRESENTATIVE, STORES,INC.CONSTRUCTION REPRESENTATIVE AN ATOCAD COPY 6.F.2.D.1 Y T-BAR CELNG:RTUS 0 R X 2 THE WAC�R,AFD OF ME FINAL AS-BOLT DRAWINGS SHA.BC PROVIDED TO THE ROSS s.F.2 .2 Y FWD CEILING::TITU 30 RL x 3 C&C BINDING AUTOYATIOI.SEE 6 0.28 CONSTRUCTION REPRESENTATIVE AT TURIKIffR.THIS NTOGD 6.F.2.D.3 Y SIDEOUT WALL TITLE SHA 30 RL x 7.B.3 Y EXECUTION Architect En!near Reviewer AS-BUILT S REWIRED FTIR FINAL ACCEPTANCE OF ME PCiO,EW. Ao AN INDEXED SHEET I N T H E 6.F.2.E Y OI11LL7 SIZE SHALL ff SELECTED AT A MAXIMUM NECK VflCfUIY� 6DO FPM AND A MAXIMUM FACE VIELOM OF 400 FPM OR LESS 7.B.3.A Y PRIOR TO COMMENCING WITH THE BALANCING WORK ME 7.0 Y WAC FILTERS ARE TO BE REPLACED AT STOE DELIVERY WITH 2'FRFATED 6.F.2.F v LOCKER ROOM:SHOW EXHAUST ONLY NO RETURN AR. X BALANCING SUBCONTRACTOR BULL INSPECT ME DIXrWORE FILTERS IN DAMPERS AN A DETERMINE D/P REQUIRED SEEN INSTALLED. PROJECT COMPLETED PLAN SET. 7 Y ADDITIONAL REQUIREMENTS DAMTPERS AND ACCESS DOOR$ ANELS HAVE REEV INSTALLED. 7A Y COORDINATION Architect En ineer Reviewer DO NOT USE OUTLET QED FOR BALANCING. 7.A.1 Y THE MECHANICAL CONTRACTOR SHALL PROVIDE SERVICES FOR THE EMS CONTRACTOR AS SPECCED N THE EMS N01ES,SHEET E20, DETAA 1 FETE B.MIS DOCUMENT IS E55ETLAL NO E TNS NO SUBMITTAL WILL BE ACCEPTED FOR REVIEW BY ROSS UNTIL THIS SHEET IS COMPLETELY FOLLOWED. Project number 9903 Date 6/6/2014 Drawn by JW Checked by SS °-M2.0 Printed 6/2/2014 4:46:58 PM HVAC DESIGN CRITERIA & SPECIFICATION CHECKLIST Seale As indicated 2g\ONAL fN Q�OFF. G\STER SPLIT DIM OUTSIDE AIR 7 PROPORTIONATE INTAKE HOOD HANGER STRAP SECURE TO STRUCTURE AS REQ'D LOCATE TO CFM SPLIT CONDENSER COIL—,,, rql p O WITHIN 2 FT OF DIFFUSER CENTERLINE. `�• f \G QPQ- J. CI SNF' MAIN SUPPLY CONDENSER FAN(S) 11/3/2014 MAIN SUPPLY DUCT pU —� 1. DUCTWORK TO BE ATTACHED TO ROOF CURB ONLY. — RETURN DUCT UP PROVIDE VOLUME DAMPER 2. PRE-FABRICATED/INSULATED ROOF CURB PROVIDED BY EQUIPMENT THRU ROOF FLEX DUCT,SEE PLAN FOR SIZE SQUARE TO ROUND ON ALL BRANCH DUCTS SUPPLIER. CURB TO HAVE SOFT WOOD NAILER. MINIMUM CURB HEIGHT ISEVAPORATOR COIL m 1/4 YI-J j yND HIGH EFFICIENCY TURNING VANES --SQUARE ELBOW SHOWN. 18". FASTEN CURB TO BUILDING STRUCTURE. FASTEN UNIT TO CURB. CONDENSATE DRAIN PAN > w 1/4 W- TAKEOFF WITH ISOLATE UNIT FROM CURB WITH A"FOAM GASKET.PROVIDE z r_ 4"MIN. 4"MIN. VOLUME DAMPER ROUND ELBOW IS O SUPPLY REGISTER ACCEPTABLE COUNTERFLASHING. czi SUPPLY REGISTER FLEXIBLE OR OR BRANCH DUCT 3. ROOF CURB FLASHING TO BE COMPATIBLE'MTH ROOFING SYSTEM AND O_ �¢ PROVIDE SMOOTH RADIUS OR GRILLE —W— RIGID ROUND PROVIDE VOLUME DAMPER SUPPLY DUCT DOWN CONNECTION,PROPERLY SUPPORT RUN OUT, USE THIS IF BRANCH ON ALL BRANCH DUCTS WARRANTY. THRU ROOF w FLEX DUCT FOR SMOOTH AIR FLOW SEE PLANS CFM IS 40X OR LESS ¢S TO DIFFUSER OF MAIN DUCT CFM 4. UNIT TO BE INSTALLED DEAD LEVEL. c� SHARP RADIUS SUPPLY REGISTER & RUN OUT TAKEOFF AIR SPLIT TYPE DUCT TAKEOFF Q o NOT ACCETABLE 5. RUN ELECTRICAL SERVICE UP IN CURB. N cn GYPSUM BOARD CEILING 6. TYPE L COPPER CONDENSATE DRAIN PIPE AND TRAP TO BE FULL SIZE ®L.1_ o>.g FPAR RADIUS SUPPLY DUCT TAKEOFFS OF CONNECTION. CONDENSATE DRAIN ONTO ROOF WITH VENT O a 3 MAIN SUPPLY DUCT AND P-TRAP ® ti 7, NATURAL GAS PIPE TO HAVE SHUT-OFF VALVE,6"DRIP LEG AND 71TUS-PAS, UNION,SEE PLUMBING FOR PIPE SIZE. FLASH PIPE THRU ROOF. FACE O a V o SURFACE MOUNTED 24" MAIN EXHAUST OR 8. TRANSITION DUCTWORK TO UNIT CONNEC710N SIZE. MAKE CONNEC710N ROOF LI oc� 0 CEILING DIFFUSER 1/4 W_J RETURN DUCT TO CURB WITH FLEXIBLE CONNECTORS. CURB vi 4"MIN --- PROVIDE VOLUME ROOFTOP UNIT:::, O z CEILING DIFFUSER DETAIL BRANCH DUCT DAMPER ON ALLL 9.OUTSIDE AIR INTAKE TO BE MINIMUM OF 10'-0"FROM ANY EXHAUST O > 1 BRANCH DUCTS 24" OUTLET,FLUE,OR PLUMBING VENT ON ROOF. r, J N rn II II 1/4 W- FLEXIBLE DUCT v M 3.0 NOT TO SCALE I—W—{ USE THIS IF BRANCH VOLUME DAMPER 4� 10 MANUFACTURER. CLEARANCES AS REQUIRED BY EQUIPMENT FACTORY CONNECTOR CFM IS 40%OR LESS UNIT BASE II BRANCH DUCT OF MAIN DUCT CFM ' I 11.PROVIDE 1 1�"THICK RIGID INSULATION ON INSIDE ROOF CURB FOR COUNTERFLASHING ROOF CURB BRANCH DUCT TAKEOFF F—W� SOUND PROOFING. *?_'�'��SEE CANT STRIP PROVIDE WALKING PADS 11 12.VERIFY PHYSICAL SIZE,LOCATION OF CONNECTIONS AND ORIENTATION OF AROUND ENTIRE ROOFTOPNG MATERIAL, EXHAUST AND/OR RETURN BRANCH DUCT DUCTS FOR ACTUAL UNIT PROVIDED TO PROJECT SITE AND SURROUNDING UNIT TO ALLOW FORRCHITECTURAL- — CONDITIONS. SERVICING PERMANENT ROOFING BY OTHERS. II 13.PROVIDE WALK PADS AROUND ALL SERVICEABLE SIDES OF RN. LOUD VELOCITY DUCT DETAILS 14.LABEL RTU W/SPACE NUMBER. ROOF STRUCT 2 , STR NOT TO SCALE SHEETMETAL DUCT M 3.0 3 ROOFTOP UNIT DETAIL w M3.0 NOT TO SCALE z 0 a Lu w 0 z 0 w V/ li _J 1 > 0 to W _j Q LL! ® m 0 VJ Q < aQ Jz Z3: ® W z � Q t� Project number 9903 Data 6/6/2014 Drawn by Jw Checked by SS N3.0 Printed 6/2/2014 4:46:58 PM scale As indicated �S5\ONAL EN Q�OF PF,G\STIF 0 1 7 11/3/2014 t- z W Cleo x _ d �-- w 4 O H rcorayo toC� ZO> O O 6 iE C3 F m J} O LL 0�W��h ri ao ❑ Piping within HVAC equipment. O Z-R 1 Water Healer 1: Z ri Electric Storage Water Heater,Capacity:10 gallons w!Circulation Pump ❑ Fluid temperatures between 55 and 105°F. !l J N�� COMcheck Software Version 3.9.3 No minimum efficiency requirement applies ❑ Fluid not heated or cooled with renewable energy, lJ Section 4:Requirements Checklist ❑ Piping within room fan-coil(with AHR1440 rating)and unit ventilators(with AHRI840 rating). II Mechanical Compliance Certificate ❑ Runouts<4 It in length. ❑11.0peration and maintenance manual provided to building owner Requirements Specific To:RTU-1: ❑12.Thermostatic controls have 5°F deadband ❑1.Equipment minimum efficiency: Single Package Unit:11.00 EER Exception(s): - 2009 IECC ❑2.Integrated economizer is required for this location and system. ❑ Thermostats requiring manual changeover between heating and cooling 3. - ❑ Cooling system provides a means to relieve excess outdoor air during economizer operation. ❑ re Special occupancy or special applications where wide temperature ranges a not acceptable and are approved by the authority 'I having Jurisdiction. I Section 1:Project Information Requirements Specific To:RTU-2,4: ❑13.Balancing devices provided in accordance with IMC 603.17 0 ❑1.Equipment minimum efficiency: Single Package Unit:13.00 SEER ❑14.Demand centralrs ventilation(DCV)present for high design occupancy areas(>40 peon/1000 ft2 in spaces>500 112)and served by Project Type:New Construction systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor Project Title:Ross Requirements Specific To:RTU-3,6,7: airflow greater than 3000 elm. ❑i.Equipment minimum efficiency: Single Package Unit:11.00 EER Exception(s): Construction Site: Owner/Agent: Designer/Contractor: ❑2. Integrated economizer is required for this location and system. ❑ Systems with heat recovery. W Blue Lakes Blvd ❑3.Cooling system provides a means to relieve excess outdoor air during economizer operation. H" Twin Falls,ID ❑4,Hot gas bypass prohibited unless system has multiple steps of unloading or continuous capacity modulation ❑ Multiple-zone systems without DOC of individual zones communicating with a central control panel, a0 ❑5. Hot gas bypass limited to 50%of total cooling capacity ❑ Systems with a design outdoor airflow less than 1200 dim. Section 2:General Information ❑ Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement Is less than 1200 dim. Requirements Specific TO:HVAC System 4: ❑15.10olorized,automatic shutoff dampers required on exhaust and outdoor air supply openings Building Location(for weather data): Twin Falls,Idaho ❑1. Equipment minimum efficiency: Single Package Unit:%80 EER Excef ion(s): Climate Zone: Sb ❑2.Integrated economizer is required for this location and system. ❑ Gravity dampers acceptable in buildings<3 stories Z ❑3.Cooling system provides a means to relieve excess outdoor air during economizer operation. Section 3:Mechanical Systems List ❑4.Hot asb ass prohibited unlesss stem has multiple steps unloading or continuous capacity modulation 16.Automatic controls for freeze protection systems present Q 9 YP Pro Y P P 9 P Y t- (]17.Exhaust air heat recovery Included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted d. ❑6.Hot gas bypass limited to 50%of total cooling capacity Exception(s): ousntlN Sys_t_emSY1158 DeacNo;yn, CL Requirements Specific To:Water Heater 1; ❑ Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code � 1 RTU-1(Single Zone): prohibits the use of energy recovery systems. Heating:1 each-Other,Gas,Capacity=138 kBtu/h El 1.Water heading equipment meets minimum efficiency requirements: No efficiency requirements for water heater with storage capacity Q No minimum efficiency requirement applies less than 20 gallons. ❑ Systems serving spaces that are heated and not cooled to less than 6WF. Coolie i each-Single Package DX Unit,Capacity 70 kBtulh,Air-Cooled Condenser,Air Economizer 2.All piping in circulating system insulated Z 9: 9 9 P Y= ❑ ❑ Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. Q Proposed Efficiency=12.00 EER,Required Efficiency=11.00 EER ❑3.Hot water storage temperature controls that allow setpoint of g0°F for non-dwelling units end 110°F far dwelling units. � Fan System:FAN SYSTEM 1 I Processing Room-Compliance(Motor nameplate HP method):Passes ❑4.Automatic time control of heat tapes and recirculating systems present ❑ Heating systems in climates with less than 3600 HOD. > Fame: ❑5.Controls will shut off operation of circulating pump between water heater/boiler and storage tanks within 5 minutes after end of heating ❑ Cooling systems in climates with a i percent cooling design wet-bulb temperature lase than 64°F. W FAN 1 Supply,Single-Zone VAV,2400 CFM,2.0 motor nameplate h cycle ❑ y requiring employ energy recovery pp y g p Systems re ulrin dehumidification that em y gy in aeries with the cooling coil. 2 RTU-2,4(Single zone): Generic Requirements:Must be met by all systems to which the requirement is applicable: ❑ Laboratory fume head exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air Heating:t each-Other,Gas,Capacity=97 kBlu/h ❑1,Plant equipment and system capacity no greater than needed to meet loads volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements: No minimum efficiency requirement applies Exception(s): a)at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled to no lower Coaling:i each-Single Package DX Unit,Capacity=33 kBtu/h,Air-Cooled Condenser than 3"F above room setpoint temperature,d)no humidification added,a)no simultaneous heating and cooling. Proposed Efficiency-15.00 SEER,Required Efficiency=13.00 SEER ❑ Standby equipment automatically off when primary system Is operating Fan System:FAN SYSTEM 21 Offices--Compliance(Motor nameplate HP method):Passes ❑ Multiple units controlled to sequence operation as a function of load Section 5-Compliance Statement ❑2.Minimum one temperature control device per system Fans: 3.Minimum one humidity control device per installed humidification/dehumidification system Compliance FAN 2 Supply,Single-Zone VAV,1200 CFM,0.5 motor nameplate hp ❑ p lance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications ❑4.Load calculations per ASHRAE/ACCA Standard 183. and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 20091ECC 3 RTU-3,8,7(Single Zone): ❑5.Automatic Controls:Setback to 56°F(heat)and 85°F(cool);7-day clock,2-hour occupant override,10-hour backup requirements in COMcheck Version 3.9.3 and to comply with the mandatory requirements in the Requirements Checklist. Heating:1 each-Other,Gas,Capacity=172 kBtu/h Exception(s): No minimum efficiency requirement applies Continuous) operating zones "_%'''"}7.-,,;�ruh: Cooling:1 each-Single Package DX Unit,Capacity=115 kBtu/h,Air-Cooled Condenser,Air Economizer ❑ Y P 9 Spencer Shepard-Mechanical Engineer July 11,2014 Proposed Efficiency=12.00 EER,Required Efficiency=11.00 EER ❑6.Outside-air source for ventilation;system capable of reducing OSA to required minimum Name-Title Signature Date Fan System:FAN SYSTEM 3 1 Sales Exterior--Compliance(Motor nameplate HP method):Passes ❑T 11-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air dud Insulation outside the building Section 6: Post Construction Compliance Statement Fans: R-8 Insulation between ducts and the building exterior when ducts ere part of a building assembly p FAN 3 Supply,Single-Zone VAV,4000 CFM,3.0 motor nameplate hp Exception(s): HVAC word drawings of the actual Installation,system capacities,calibration information,and performance data for each equipment 1 HVAC System 4(Single Zone): ❑ Ducts located within equipment ❑ provided to the owner. Heating:1 each-Other,Gas,Capacity=345 kBtu/h El with interior and exterior temperature difference not exceeding 15°F. El 08M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. No minimum efficiency requirement applies 8.Mechanical fasteners and sealants used to connect duds and air distribution equipment Written HVAC balancing and operations report provided to the owner. Cooling:1 each-Single Package DX Unit,Capacity=cy 10.80,Air-Cooled Condenser,Air Economizer ❑ ❑ 9 P P Proposed Efficiency=12.00 EER,Required Efficiency=10.80 EER ❑9. Duds sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics Fan System:FAN SYSTEM 4 1 SALES--Compliance(Motor nameplate HP method):Passes ❑10.Hot water pipe insulation:1.5 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in. The above post construction requirements have been completed. Chilled water/mfrigerant/brine pipe Insulation:1.5 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Fens: Steam pipe insulation:1.5 In.for pipes-1.5 in.and 3 in.for pipes>1.5 in. Principal Mechanical Designer-Name Signature Date FAN 4 Supply,Single-Zone VAV,6000 CFM,5.0 motor nameplate hp Excepllon(s): Project Title:Ross Report date:07/01/14 Project Title:Ross Report date:07/01/14 Project Title:Ross Report date:07/01Y14 I a, Data filename:G:\WOODBURY\CANYON PARK RETAIL\WOODCPW ROSS\Mech\Energy Compliancelftoss Comcheck.cck Page 1 of 3 Data filename;G1WOODBURY\CANYON PARK RETAIL\WOODCPW ROSSWecMEnergy Compliance\Ross Comcheck.cck Page 2 of 3 Data filename:G;\W000BURY\CANYON PARK RETAIL\WOODCPW_ROSS\Meth\Energy Compliance\Ross Comcheck.cck Page 3 of 3 I� g IL j 0 UJ ® W �/ LLJ J w ® J Q Q ® Lu LL IL v J00 >_ w 9 Z 0 LU Project number 9903 Date 6/6/2014 Drawn by ,JW Checked by SS %,YM4.0 Printed 6/2/2014 HVAC DESIGN ENERGY COMPLIANCE FORMS 4:46:58PM Scale As Indicated ELECTRICAL- REFLECTED CEILING PLAN LEGEND E-RCP NOTES LIGHTING IS TO BE COORDINATED WIN AND PROCURED FROM AMERICAN WHOLESALE JGHRNC(SEE SHEET AO.D FOR CONTACT INFORMATION).NO SL95RRIIDKS ALLOWED.SEE SHEETS E1.0 @ HI.O FOR MORE NFORMATIN. A G 1. THIS PLAN IS PRESENTED AS A CONCEPTUAL ILLUSTRATION OF THE DESIGN REQUIREMENTS.ACTUAL DESIGN 1 81 4 (ATA2COUNG277-EB/2 2'x4'MASTER 3 LAMP PRISMATIC(2 BALLASTS) ON SEPARATE SEE CIRCUIT 4'5NP AT PROCESSING ROOM.NIGHT LIGHT MUSE USE TOSS SITE SPECIFIC TENANT PLAN AS ]J'-]' T sI•-s' q.6• 4 M UT A.C.T.C. CEILING LOCATIONS) ON SEPARATE gRCUR NOON EMERGENCY&TTERY PACK BACKGROUND. (SIMILAR TO BODINE fB5a"). ---' = s 113' (ATTPIUX 2COUNG 277-EB/2 2'x4'SATELLITE 3 LAMP PRISMATIC 2. STRICr RARO��E TO DESIGN AND SPECIFI MIDCATIONS IS _ _ _-_ _ �T' _7- I- TOTE OF A\�j 5 (AT A.C.T.CDUNG LOCATIONS) �-�--� METALUX SE9/4-277-EB/2-3-WRTD-EMX 8'STRIP AT PROCESSING ----- - - -III=1 1=� I,J_-('-� M.NIGHT LIGHT ON SEPARATE CIRCUIT WITH EMERGENCY BATTERY PACK MANDATORY. _ _ _7�' --III= - ('-I -I - -III- =III=1 IT-'T C+LA � METALUX 2SGR3S-277-ES/2 2'x4'INDEPENDENT 3 LAMP PRISMATIC(2 BALLASTS)UT (SIMILAR TO BONNE jWff4-8). _ I_� �_ _-I III-III-I =1 I-._ =L=I,�= =�I=II I A.C.T.CEILING LOCATIONS) EXTERIOR DOCK UGHTNG -'LUMARK'WPS15-MV-PE-PC 3. THE CIROUTRNG OF ALL UGHT FIXTURES MUST MATCH _ _ _ _-_-T 7- -ILA = (-III I I-I-II-III-III-I I I�-TTI 11-III-III=I II=III=I I- - _ F FLANGED MEDLUX 2SRETE-277-EB/2 20'MAMER 3 LAMP PRISMATIC 150W HPS LAMPS ON PHOTO CELL,SHIELDED THE INTENT OF THIS PROTOTYPE '- M (2 BALLASTS).(AT GYP.BOARD CO UNG LOCATIONS) LIGHTING _ 4. NH IXCEPTONS TO THE ROSS CRITERIA,INCLUDING 1=III=IIIT-III=1 1=1 F FLANGED METALII%25FR3T-277-EB/2 2'x4'SATELLITE 3 LAMP PRSMMTIC & EXTE HPS LAMPS ON CFll,NON-SHELDED WPS15 MV L-PE NIENOMENIS ISSUED BY TOSS,SHALL BE CONSIDERED -11.�i ,- - - -IIII - -_-_- III-III=LI=I -I1,.1=1 1=III= =I II=1 1=1 1=1 1=III=III=1 1=III=III= UNLESS ACCEPTED IN ADVANCE IN WITTING BY THE ROSS (-III-�,=1,(U-III -T r-�- �-III- L- (-- ITT-,�r-1 =III=I�= S (AT GYP.BOARD CEILING LOCATIONS) � FEATURE ARCHITECTURAL UGIfnNG,(OR CENTER STANDARD IF APPROVED BY ROSS CONSRNgION REPRESENTATIVE. (�-III- Moll ILL,1=1 1=� .=III-�=(I-III-III=I I I7--�,- 2 I© RANGED METALUX 25FR35-277-ES/2 2'x4'INDEPENDENT 3 LAMP PRISMATIC STORES).PRISMA ARCHITECTURAL MODEL 1075706,NO EXCEPTION. 5. PROTOTYPE SHEETS A2.0 m E2.0 ARE ESSENTIAL 1 _ 1- =I=�I III-III-III=I I-I -III=1 I= O U (2 BALLASTS),(AT GYP.BOARD CEILING LOCATIONS) O OOMPANIONS TO TUTS OGINNG. - - 1 ----- _ a UNDER CANOPY DOWN LIGHTING,(OR CDTER STANDARD AMY BE IlIIl1ZED IF APPROVED SUPPLEMENTAL SPECIAL PURPOSE LIGHTS NOT TO BE INCLUDED IN CALCULATION OF BY ROSS STORES).IF NOT OTHERWISE SPECIFIED,PORTFOLIO MODEL+M78-70-M. 6. BOTH UNDER CANOPY MD ARCHITECTURAL BOLDING - i W OA MNIMUM 2'x4'DENSITY. SAME TYPES AS ABOVE 70 WATT,METAL HALIDE DOWNLIGNT,DAMP LABEL FIXTURE THIS EXAMPLE IS TO LDHRNG ARE REQUIRED. Q ESTABUSH INTENDED LEVEL OF OURM k TYPE OF LUOIT TO BE USED,CONTACT AWL METALUX 2SGR3S-277-EE1 2-EMK 2'x4'INDEPENDENT 3 WARP PRISMATIC FOR SITE SPECIFIC LIGHT FIXTURE. U W / W 7. ALTHOUGH NOT SHOWN G IN THIS PIPIT,FALLARK COVERAGE WNT U DE BY 51 g 1, �Q O N 12 81UA515)50 LIGHT ON SEPARATE CIRCUIT W/DYECOD C BATTERY PACK(SIMILAR PAGING/MUSIC SYSTEM SPEAKERS PROVIDED AND INSTALLED BY ROSS AFTER TURNOVER. COMMON AREA SIZE LIGHTING(CIRCULATION,PNtl(NO SAFETY • �+ )7 m3 TO BONNE/850F4-8). SHOWN FOR CONCEPT,VERIFY CODE CONPUWCE. I11 ® AND SECURITY LIGHTING)IS REQUIRED AND IS TO BE - (� 'O BAL1A515 ON THE SAME CIRCUIT. (AT DROP-IN LOCATIONS) IN THE EVENT THAT LOCAL CODE REQUIRES LOW VOLTAGE WIRING TO BE INSTALLED IN CIRCUITED PND DDNNDUED FROM COMMON PAFA -- - _�- Q t+ O> CONDUIT,THEN J/4'CONDUIT WITH PULL STRINGS IN PLACE UNIONG SPEAKER FLANGED METALUX 25FR35-277-EB/2-EMX 2'x4'INDEPENDENT 3 LAMP PRISMATIC LOCATIONS TO PIDINC/MUSIC DATA BOX IN MANAGER'S OFFICE IS TO BE PROVIDED ANO ELECTRICAL PANELS. WITHIN EACH EXITING GIEOORY THE -..�_-_-° 0-V -- O S PLACED BY C.C.PRIOR TO OONSIRI/C110N TURNOVER.CONFIRM$PFNER LOCATIONS LIGHTING S TO BE UNIFORM THROUGHOUT THE CENTER IN 2 flALlASTS NIGHT LIGHT ON SEPARAE CIRCUIT W &TIFJW P --- --- - ( VERIFY CAFE C PACK SIMILAR TUROUCH TOSS CONSTRUCTION REPRESENTATIVE.18 TO 20 LOCATIONS,TIP. CDUNG INTENSITY ALND TYPE. N NO CASE SHALL gRWUTNIN ALND 2 _ _..... ��\ TO BDCNE BSOF4-8). SHOWN FOR CONCEPT,VERIFY CODE COMPLIANCE. P11 PARKING LIGHTING IN THE VICINITY OF THE ROSS STORE BE __- -. _ a ) MOUNTED UNLESS MARKED W FOR WALL MOUNTED --- -- _/ N•x BALLASTS ON THE SAME CIRCUIT. (AT SURFACE MOUNTED LOCATIONS) LESS THAN THAT IN THE VICINITY OF ANY OTHER CENTER - ° • 17 En _- I .. LL �� Q METALUX SW4/1-277-EB/1-0(1 BALLAST),SURFACE MOUNTED,SINGLE TUBE, ® SINGLE FACE EXIT SIGN,COOPER INDUSTRIES SURE-LIES'/SFDIEMBSD,GREEN TENNT' o m F CORRIDOR WRAP LETTERS.PENDANT MOUNT;QUANRI7'AND LOCATIONS DETERMINED BY LOCAL CODES 8. SEE PUN DETAIL 1,PROTOTYPE SHEEP E3.0 FOR � S -, S M S M S t � � K-� MEDLUX SE4/2-277-EB/2-WRTD 4'STRIP AT VALANCE INSTALL WITH CLEAR e DUAL FACE EXIT SIGN,COOPER INDUSTRIES SURE-UTES'/DFEXEMBSD,GREEN REWIRED MARQUEE WORK CAVITY LIGHTING. _ HA-31. o In PROTECTIVE TUBE SUAVE. 1 4 TAMP BALLAST FOR UPPER LAMPS,SAME FOR LONER LETTERS,PENDANT MOUNT;QUANTITY AND LOCATIONS DETERMINED BY LOCAL CODES •A ab IOU a,b 0.b 16 a,b O () 9. UNDERCANOPY LIGHTING IS 70 BE DESIGNED,SELECTED S M M Z (DUAL SWITCHING). MD APPROVED ON AN INDMDUAL SITE BASIS;A UNIFORM Y Y `, J N 6X12 DWMHWH REMOTE MOUNTED EMERGENCY EIGHT MTH INTERIOR MOUNTED BATTERY 15-FOOT CANDLES'WITHOUT CONTRIBUTIONS FROM OTHER F S S �- v � ' MEW.U%SWECTIVE TUBE SLEEVE 8' 4 LA AT BALLAST '�'I PACK LONT SOURCES IS REQUIRED. N (N INSTPIl WITH CIFAR PRITECffVE TUBE SLEEVE(1)4 LAMP 8411/ST FOR UPPER LAMPS, SAME FOR LONER(DAL SWITCHING). 10. SEE DETAL 7,SHEET E4.0 FOR SNITCH LEGEND. M M -39 H4-3Ti METALIM SE20/8-277-EB SUREUTES,GFR2703WH.REMOTE RECESSED EMERGENCY----UlR1T WITH INTERIOR ® M /2-WRI10 18'SNIP AT O MOUNTED BATTERY PACK 11. MIRE SIZE FOR ALL LIGHTING CIRCUITS CONTROLLED A44 F VALANCE INSTALL WITH CLEAR PROTECTIVE TUBE SLEEVE(1)A IA11P BALLAST FOR EMS NOT TO EXCEED 010 AWG. S 18 16' M O M M UPPER LOOPS,SAME FOR LOWER(DUAL SWITCHING). ` 12. ALL UGHIING CIRCUITS SHALL HAVE SEPARATE PS----y METALUX SE4/2-277413/2-3-WR IO 4'STRIP AT PROCESSING ROOM. INSTALL WTI I NEUTRALS.NO SHARED NEURLW o- S. • 5 CLEW PROTECTIVE TUBE SLEEVE MID REFLECTOR.(1)4 LAMP BALLAST FOR UPPER 45 - LAMPS,SAME FOR LOWER(DUAL SWITCHING) F I S iS MEE/LUX SE9/4-277-EB/2-3-WRTIO 8'STRIP STRIP AT PROCESSING -1. `� ri.nxc(.sew-ol H4-22 INSTALL WITH CLEAR PROTECTIVE TUBE SLEEVE AND REFLECTOR.(1)4 LAMP 3 _ .', --.-.-.._ , NA-2u,41 BALLAST FOR UPPER LAMPS,SAME FOR LOWER(DUAL SWITCHING). - O 3 s MH AUUXCLEAR sP2o/ECTIVE TUBE SLEEVE A 16 STRIP AT - 3.1 PROCESSING ROOM. INSTALL WITH CENT PROTECTIVE TUBE SLEEVE AND REFLECTOR.(1) 3,1 j.,.3' 4 LAMP BWAST FOR UPPER LAMPS,SAME FOR LOWER(DUAL SWITCHING). HA-24 FM-7o,9i FA-9i,11a HA_Y4 V' HA-261,28o HA-1o,5i IAA-b,5i HA-13o,171 !-160,171 H�1N,21 HA-19i,23o H4-25o,2Ti F UJI TOSS DRESS FOR LESS STANDARD LIGHTING/WALL SWITCH AND EMS CONTROL REQUIREMENTS p ELECTRICAL CONTRACTOR MUST VERIFY IN FIELD CORRECT CIRCUITS ARE SWITCHED AS SHOWN PTO INITIAL THE COLUMN 10 E EQUALLYWALLS(TYP) LABELED'ELECTRICAL CONTRACTOR COMPLIANCE'LOCATED AT THE FAR RIGHT OF THIS DOCUMENT. 'S1'-SPST SINGLE POLE SINGLE THROW TOGGLE SWITCH,WALL MOUNTED. ALL SWITCHES ARE ON THE LOAD SIDE OF ANY EMS CONTACTORS,WHERE APPUGBLE ONE SWITCH IS REWIRED FOR EACH LOAD TO BE SWITCHED. rn NOT REO'D-NOT REQUIRED. O O IIa1I100 LOAD DESCRPRa FYS ptlTK aIPUT bO• WALL MOTS: FIFDTWYL 00,meO P C c TM.V 1 2 J ♦ 5 e 7 e 9NDH OMPILACE s c W SA7 nIXw0(6I saxle FOX LE Wm AREA X St a wleOR D'NaH 1 ® ® ® ILL27N enne=M PUN SOU L INS lApES % 31 10 O wRE51caR,aI1ER Tex;IOU! % 51 Q e '� _ W w R61Ma5 Ceram lusm 33W % en REab 9FPAAAIE aNaln fR311 amlR 4,7 - e - _ - O f 2n KunRaER a TASH afTXEs,1DamH RacM,DUITR WATTS ees x N z a Yn O 2n NMLRDFA a GSM ORICF;LOCKER ROOM ENTER ROUES 3S X N sEPALDE ORCUT ENO OMR 12 W zn TITIeF coos TEARER RW6 33x X NN REab WAURE sort Tea ITN 4.7Of _ zn mmHc RaalS auTER n.6F5 eeI x NN cob Q Is U 2" frtDIM F0E11 cafflat TUNS 33R X -REED SEPARATE ar%Xr fRall amx a 7 4 --_ N __- _-. _- __-._ ---.-4y ... ,., -. _.c. -__-- ....-..- .4° --_ ---._.. s 277 FITTING iNEN allFe T.WFS E!F X NN.at ale TR 120 SI16 mpW xUoxa YC O. x IDT'WI I 2n cu ry VN.VYE AND CIE FAST Sa1r I£LPPN T1BFR % 110T RFA'0 a 27/ WA16 VN AND COVE S9XMID SOx I.E.IalER 111etS X XN REOD SfPIAME aNmm face ZIPPER 11 Z71 SALfS pmR IM6 we X NN I.W. 5.e c = 1N SAES aw'.CASE M.W MwTAMES X XN REO'D e IN 9AE5 DECOR m X NN REOb 5 w TINTS Cm6E1 TUNS 33x x NN cob I NPWLME CRaWa PROM OUTER 4,7 "' \ 120 "Al magi zn DAD Nt X RFDb S mRmES em'. R e - 27T HALL NNFe Tab % NN MV SFPNaIE aRC1XT FRa OTTER 12 1m DIIWdI SDWDE % NN RE10 MINUM(3)OUTS 3 2n EXTERIOR LTD,xN OVER NOBS.WIAPWc eons X NDT Rm'D 9 zn eTmaa AWo.E DOOR LTD. x NN ROWD 9 2" DAY HDxtHO OF caLW®) x xor REaO e 7 e 2a xor WA1FR 1uRFRs x NO REWD 1zD mowrsr PARS(PXCPPr L1ECIIUQLL coo) X -- e M EQW-aasxT Rn-WS CLaZ -------- N calm In IN.oar mRrm 5 IN CNAPY UIUN sERaa Ilan ----_ -_ U caacCT M RECFPTAaE Cacur ------- 5 ® \ -: -_ ...... 5 zn sloaam9u DDCX umnxlc F REWIRED x U caxxEcr ro ucxmA OMaXr N -__- -. M aeTWaL RaaM -___- _-___ In WMrDr To NQW Man acuIT IN EDIIFMERT=ET DMwm F. ----------- xor caro 1J ------ 12o mTLTRc wATn CDOUBM 14HNNO LLkN16 x Nor RFa'D s c c c c O 120 DIDIWCV.Race EIDML6T FWIs ----------- - mV Is TIENYOAIAT ------- s 1-CONNECT FIRST 50S TUBES 70 A DEDICATED CIRCUIT VIA LCP SCHEDULE OO1 THROUGH A WALL 2-FOIE SWITCH BY DOOR. 2-LOAD REQUIRES A SEPARATE DEDICATED,BREAKER k CRCUIT FOR SWITCHNG PURPOSES. W LEA IS 3-TYPICALLY NO FEWER THAN 3 CIRCUITS ARE REQUIRED-VERIFY WITH SIGN CONSULTANT. c - �+ e e - - ® O 4-TYPICALLY THIS LOAD WILL BE TURNED ON WHEN STORE OPENED BY EMPLOYEES(LCP D02 IS OFF). Q 3:5-TYPICALLY TIES LOAD WILL BE TURNED ON WHEN STORE OPENS TO PUBUC(MCP D07 IS TURNED OFF). > 6-EF SHALL BE CONTROLLED BY LOCAL UNIT VOLTAGE I ERMOSTAT FOR LOCH.COOLING OF EQUIPMENT ROOM(ALL HOURS). W Cd M Q 7-CENTER TUBES OF MASIER/SATEWIE OR INDEPENDENT FORMES HAVE DEDICATED(2-OR 1-LAMP)BWASIS;CIRCUIT THESE TOGETHER. c c c Uj M 8-OUTER TUBES OF MASTER/SATELUTE OR INDEPENDENT &LAS FIXTURES HAVE DEDICATED(4-OR 2-LAMP) TS;CIRCUIT THESE TOGETHER. Z U) `^ 9-ADDTIONAL EXTERIOR LIGHTS AGREED UPON BY ROSS ONLY;NOT CODE REQUIRED WALKWAY UGHTNG PROVIDED BY LANDLORD. W U) 10-SECOND 50%TUBES CONNECT VIA WALL SWITCH,FED BY THE SAME CIRCUIT AS FIRST 50%TUBES VIA WALL SWITCH MD CONTROLLED ALSO BY LCP DOI. Q y J 11-SECOND 50%TUBES ARE FED BY SEPARATE DEDICATED CIRCUIT CONTROLLED BY LOP DOB. /���\ 12-INNER TUBES MUST BE FED VIA SEPARATE DEDICATED CIRCUIT,SWITCHED VW .p SO LOP 001, ( R+ Y t.. "' _ _- _ -.. i.--_ i -_.__ ..- ----. _. .. i 'n_.__ __ 8 IIRr� N� 13-IF OF AL SERVES THE LOCKER/BREAK ROOM AND/OR RESIROOMS,EF MAIL BE CONTROLLED BY LOP DO1. LU 8 EMS CONTROL REQUIREMENTS -I � Z Z m _ III - - H H 0 PANEL HA 5. V c - Z Service:277/480 Volts 3 Phase 4 Cabinets: Surface Mounted,NEMA 1 - Mains: 100 Amp Main Lugs Only Total Watts: 39112 \ - DO CKT IDESCRIFTION WATTS WIRE BKR A B I C WATTS WIRE BKR DESCRIPTION CKT 00 2 1 LTS-SALES FLOOR 2 3 918 12 1P 2 X 1720 12 1P 20 LTS VALMNCE UPPER 2 2 2 3 LTS-SALES FLOOR 2 3 918 12 1P 207 1720 12 1P 20 LTS VALANCE LOWER 4 8 c c fC 7 5 LTS-SALES FLOOR 1 3 1054 12 1P 20 X 1307 12 1P 20 LTS VALANCE JUPPER 6 2 2 7 LTS-SALES FLOOR 2 3 7404 12 1P 2 X 1307 12 iP 20 LTS VALANCE LOWER 8 7 9 LTS-SALES FLOOR(1/3 1767 12 1P 20 X iP 20 SPARE 10 N -- 2 11 LTS-SALES FLOOR 2 3 1674 12 1P 20 X 1428 12 1P 20 EXTERIOR SCONCE 12 4 ' TO EQUALLY 2 13 LES-SALES FLOOR 2 3 1566 12 1P 20 X 1P 20 SPARE 14 - D WALLS M.) 2 15 1--SALES FLOOR 2 3 1512 12 1P 20 X 833 12 1P 20 CANOPY DOWNUGHTS 16 7 17 LTS-SALES FLOOR 1 3 1767 12 1P 20 X 1168 12 1P 20 ABOVE DOOR LTS d DOCK 18 5 71 19 LES-SALES FLOOR 1 3 2015 12 1P 2 X 355 12 1P 20 EMERGENCY NIGHT DEC 20 ---- -- - -- I _-- 2 21 LTS-SALES FlAOR 2 3 1890 12 iP 2 X 574 12 1P 20 EMERGENCY NIGHT PRO 22 2 23 LTS-SALTS FLOOR 2 3 1620 12 1P 2 X 1968 12 1P 20 EMERGENCY NIGHT SLS 24 -CIRCUITS TO SATES FLOOR EXITS _...-_.. 2 25 LTS-SALES FLOOR 2 3 1728 12 1P 2 X 992 12 1P 20 LTS-SALES TO BE LOCKED FLOOR 1 7 --- - -- � ""_ 7 7 27 LTS-SALES FLOOR 1 3 992 12 1P 2 X 1728 12 1P 20 LTS-SALES 3 28 7 FLOOR 2 3 28 2 29 SPARE 1P 2 X 1P 20 SPARE 30 _ HA-I6 1 31 LTS-OFFICES 2 3 378 12 1P 2 X 1P 20 SPARE 32 ACNE 1A �'-EMERGENCY LIGHT ONLY F„ 1 33 LTS-OFFICES 1 3 245 12 1P 2 X 1P 20 SPARE 34 �, KN REQUIRED BY CODE 2 35 LTS-RE5TRMS.FTG 2 3 1026 12 1P 2 X 1P 20 SPARE 36 HA-12 NEON'NICHE HA-18 HE7 37 LTSRESTRMS.FTG 1 3 558 12 iP 2 X 1P 20 SPARE 38M HE 1 39 LTS-PROCESSING 1 2 ALL 1199 72 1P 20 X 1P 20 SPARE 40 q --o --- --- ---.--...._._- O D 0 �,\TXYR b 41 SPARE IP 2 X 1P 20 SPARE 42 / e \_ n .. ..- l\�� Imbalance R A tc B 2X TOTAL LOAD PHASE W 12969 - B to C 2% TOTAL LOAD PHASE'B' 13332 A o u u U-43. _ _- ,-- 9g03 C to A OR TOTAL LOAD PHASE'C' 13012 _____- -- _. .....�U-43,.NEON--NICHE. REMARKS U-45, U-45,NE N NCFE, 15MM 35OOK DllA1 --_ U-45, ______-_._ Date' 11/3/2014 TOTAL LOAD ALL PHASES 39313 NEON H 15MM DUAL TUBE NEON(WHITE) NEON NICHE 47 AMPS TUBE NEON IWMq , LI GH TI N G P APJ-------- DMB SCALE: 1/8" = V-0 � N 3 TYPICAL HA PANEL SCHEDULE 0 5 10 15 25 `E1•0 L-jPL N®NORTH C D E F 716 SET WY BE PIRATED AT A RETXICED SCALE PNnto 1 LIGHTING CIRCUITING PLAN CIRCUITING PLAN & DETAIL s-1-1 As indicated sYONA F w +15'DUPLEI,GFCI(6.5A)GRAY,REFRIGERATOR(ROSS OPERATIONS) PEG7 RF �2 ¢ o.rn ELECTRICAL TYPICAL COMMENTS AND CHECKLIST = S a a w 0¢ w iz w w +50'DUPLEX,GFQ,GRAY(ROSS OPERATIONS) w ¢ USE,REVIEW$COMPLETION IS k k Z U 0 y w MANDATORY FOR ALL ROSS of to W,z PROJECTS. u LL LL rn¢ +24'DUPLE%,(650 W)GFCL GRAY, 1A 1A ® PC UB OTS 1 1-30 1 wg CONTACT ROSS WITH ANY QUESTIONS. O y O y O p a -_ __-__ M_ A (ROSS OPERATIONS)-LA 10 a'pgTz OF tOP,t• t wo 0 �5 arn mo - -- -- -.. 10 TO ROOF 3A,1C 1A GLAS Architect En inew Reviewer DAISY O LIGHTING PLAN CHAIN E1.0 YES SPECIFY ALL LIGHTING FIXTURES TO BE PROCURED FROM AMERICAN X WHOLESALE LIGHTING WITHOUT SUBSTITUTION. - - A iUGHnNG 3EE1.0 VES INDICATE THE VOLTAGE VALUE FOR ALL THE LIGHT FIXTURES IN THE X HLIGHTING FIXTURE LEGEND. +15-DUPLEX,GFCI(300 W),GRAY,VENDING.DOI,(ROSS OPERATIONS) F- E1.0 VES PROCESSING ROOM LIGHTING FIXTURE AND MODEL NUMBERS:PER X r i3 �� 3EigOvUGFITING LEGEND. +15'SP/IG DUPLEX,ORANGE,TRAINING IA-TO 1A 1A WAN 1 On E1.0 YES PROCESSING ROOM LIGHTING MUST BE A 50 50 SPLIT,THUS REQUIRING X ON 24 HR.(COMPUTER&ROSS I.T.) +120-(A7 REACHABLE LOCATION ABOU-24 ' , W),GRAY,VENDING,D01,(BOSS OPERATIONS) 4 TO RTU TO RTU TWO SINGLE POLE SWITCHES AT THE INTERN)R ENTRY DOOR,WffH CDUNG)SIGNAL BUIIER S" 24EwSWITCHED FIXTURES(SUBSCRIPTED'AB")ON EACH UGHTING ROW To R DATA LE 3 4'CONDUIT STUBBED FOR UNIFORM HALF LEVEL REDUCTION. TOREACHABLE TIONABOVE SALES �� +96•J-BOX W/3/4•CONDUIT STUBBED TO1 10 E1.0 YES DO NOT INDICATE ANY WALL SWITCHES IN THE FITTING ROOMS AND X FLOOR CLG.W/PULL STRING,TRAWING +42'0-1/3 SWITCH,GRAY REACHABLE LOCATION PROVE MANAGER CLC.W/ TSL O O TSL ® HAUFOYER AREAS. (BOSS I.T.) LA-39u-41 Puu STRING,SPEAKER(ROSS I.T.) MDP Q �E1.0 YES SHOW TWO SINGLE POLE SWITCHES IN THE MANAGERS OFFICE X +1V(ON WALL BEIAW SWITCHES)DUPLEX, SWITCH,GRAY,0-2/3 EMCPI 7 LCP NAND LOCKER ROOM.LABEL ONE SINGLE POLE SWITCH WITH-0-1/3" GRAY,CONVENIENCE ¢+38'PHONE BOX W/3/4-CONDUIT STUBBED TO oAND LABEL THE OTHER SINGLE POLE SWITCH WIT}N'0-2/3•.SEE +42'0-2/3 SWITCH,GRAY zSWITCH LEGEND ON SHEET E4.0 FOR MORE INFORMATION. REACHABLELOCATION ABOVE MANAGER'S CLG DM BA ¢3W/PULL STRING(ROSS TELECOM)E1.0 YES CASH OFFICE;SHOW IWO SINGLE POLE SWITCHES IF THERE IS AN x TrnEMERGENCY/NIGHT UGHT FIXTURE AND AN INDEPENDENT FIXTURE +Se J-80X 1-GANG:W/3/4•CONDUIT +38"DATA BOX W/3/4-CONDUIT STUBBED TO CIRCU5 w LABEL ONE SINGLE POLE SWITCH WITH'0-1/3"AND LABEL THE SNB�D TO flFACF4BLL LOCATION ABOVE CLG. ��y,♦� 1 CTB 1A m-�}} REACHABLE LOCATION ABOVE WJNGER'S OFFICE OTHER SINGLE POLE SWITCH WITH"0-2/3';SHOW ONE SINGLE POLE W/PULL SIRING.MUSIC/PAGING(BOSS I.T.) �� � SWITCH IF THERE IS ONLY AN EMERGENCY/NIGHT LIGHT FIXTURE CLC.W/PULL STRING,CO-PC(ROSS I.T.) BID BY E,' a U r LABEL THE SINGLE POLE SWITCH'0-2/3" CASH OFFICE COMPUTER(CO-PC)(ROSS I.T.) �u� ORP (T 'S H-W rZ E7.0 YES RESTROOMS;SHOW ONE SINGLE POLE SWITCH TO CONTROL THE x +38'DUPLEX,GRAY(BOSS OPERATIONS),CONVENIENCE M tW i4 c� 2 3 SCHEMATIC - NOT FOR CONSTRUCTION!!!!M tri OUTER LAMPS OF THE THREE LAMP FIXTURES;LABEL THE SINGLE NCR-3 +38'SP/IG,DUPLEX,ORANGE,CO-PC(BOSS LT.) O 8O z-1- POLE SWITCH'D-2 3' �_ �� _ Q 1C CONTRACTOR MUST REFER TO EMS10 IN FIELD J , E1.0 YES FITTING ROOMS,FOYER AREAS,RESTROOMS,AND SALES FLOOR x '&' +84'(ABOVE SHELF)DATA BOX W/1"CONDUIT SLABBED TO REACHABLE -18 +38"QUAD,GRAY(ROSS OPERATIONS)-NCR-18 FIXTURES NEED TO HAVE SEPARATE DEDICATED CIRCUITS EACH LOCATION ABOVE CLG W/PULL STRING,MUSIC/PAGING(ROSS I.T.) I� O FOR 2-LAMP BALLASTS AND 4-LAMP BALLASTS. o� +64-(ABOVE SHELF)QUAD,GRAY,MUSIC/PAGING SYSTEM(ROSS I.T.) THE CIRCUIT FEEDING EACH GROUP OF 2-LAMP"INNER'BALLASTS -5 SALES/OFFICES ELECTRICAL ROOM FOR 33%WILL BE CONTROLLED FROM THE EMS"FIRST LIGHTS"DO- +54'SP/IG(ABOVE SHELF),24 HOUR DUPLE%,ORANGE,ROUTER 7,THE CIRCUIT FEEDING EACH GROUP OF 4-LAMP'OUTER" HV4 +38 DATA BOX W 3 4 CONDUIT SLABBED TO REACHABLE LOCATION LA-36 &MODEM(BOSS TELECOM)-NCR 18 BALLASTS FOR 66%WILL BE CONTROLLED FROM THE EMS'FULL 2 DETAIL NOTES EQUIPMENT SCHEDULE ABOVE CLG W/PULL SIRING,BO-PC(ROSS I.T.) LIGHTS'DO-2. rn -7 +54'PHONE BOX(ABOVE SHELF)W/1'CONDUIT STUBBED RJ 1 DEVICE PROVIDED BY CCBAC,INSTALLED,PIPED 8 WIRED BY TAG PART NO. DESCRIPTION NOTES CLEARLY IDENTIFY WHICH CIRCUITS FEED INNER OR OUTER LAMPS. REACHABLE LOCATION ABOVE SALES FLOOR CLG.W/PULL SIRING(BOSS ELEC.DEVICE FINAL TERMINATIONS BY CCBAC TECHNICIAN. AC LENNOX PRODIGY BOARD(BY LENNOX FACTORY)-(1)EA.LONNOX UNIT FACT.INSTALLED E1.0 YES OFFICES,LOCKER ROOM,AND HALL FIXTURES NEED TO HAVE X u BUSINESS OFFICE COMPUTER(DO-PC)(BOSS I.T.) IA- TELECOM) 2 LINE VOLTAGE BY ELEC.TYPICAL. DRIP - OVERRIDE PANEL SEPARATE DEDICATED CIRCUITS TO 2-LAMP BALLASTS AND 4-LAMP �-'4 -1 3 LOW VOLTAGE(24VAC)BY ELEC.TYPICAL. IS WALL TEMPERATURE SENSOR BALLASTS.THE CIRCUIT FEEDING EACH GROUP OF 2-LAMP INNER* +38"SPIIG DUPLEX,°RANGE,DO-PC(ROSS I.T.) NCR-6 5' N(R-8 KEY SERVICE UNIT(kau)MOUNTED O+6'-0'TO 4 ROOF MOUNTED DEVICES-SEE FLOOR PLANS FOR LOCATIONS. TSL LENNOX LENNOX-LOGIC TEMP.SENSOR(FROM LENNOX)PROVIDED BY MECH. BALLASTS FOR 33%WILL BE CONTROLLED FROM THE EMS•FIRST .- WALL BEHIND EQUIP.RACK(ROSS TELECOM) 5 SALES OR OFFICE AREA DEVICES-SEE FLOORPLANS FOR EMCP- ENERGY MANAGEMENT CONTROL PANEL UGHTS"DO-1,THE CIRCUIT FEEDING EACH GROUP OF 4-LAMP +42-0-1/3 SWITCH,GRAY _ _ L LOCATIONS LCP - LIGHTING CONTROL PANEL 'OUTER*BALLASTS FOR 66%WILL ALSO BE CONTROLLED FROM THE d 6 120VAC LIGHTING B POWER PANEL-TYPICAL OM DEMAND METER(INCL.CT.)PROVIDED BY CCBAC EMS"FULL LIGHTS"DO-1. +15'(ON WALL BELOW SWITCHES)DUPLE(, _ ,, k.., _ �. .. ... +4V SP/IG(BELOW SHELF)24 HOUR QUAD,ORANGE,RACK 7 277VAC LIGHTING&POWER PANEL-TYPICAL CTa - CURRENT TRANSFORMERS(SIZED FOR SERVICE) CLEARLY IDENTIFY WHICH CIRCUITS FEED INNER OR OUTER LAMPS. GRAY,CONVENIENCE (ROSS I.T.)-NCR 7 8 CONDUIT TO CAN PENETRATIONS MUST BE AS SHOWN. BA - BURGLAR ALARM PANEL(BY SEC.CONTRACTOR)BY OTHERS E1.0 YES JANITORIAL CLOSET AND EQUIPMENT CLOSET;USE THE NIGHT LIGHT X +42'0-2/3 SWITCH,GRAY 9 NOT USED JB - JUNCTION BOX Cn +42"SP/IG(BELOW SHELF)24 HOUR QUAD,ORANGE,PACK 10 RUNWIRINGTOALLAC UNITS PEREMS FLOORPLANS. PCIOTS- PHOTOCELL SOUTSIDE TEMP SENSOR CIRCUIT TO FEED THE SINGLE LAMP,SINGLE FIXTURE VIA SINGLE 454'EMERGENCY MEDICAL SERVICES N (BOSS I.T.)-NCR 8 11 PULL THE CAT 5 CABLE(SHIPPED IN A SEPARATE BOX)TO THE EQUIPMENT POLE SWITCH; OVERRIDE PANEL SEE 3/E2.0 _ __ _ CLOSET.LEAVE 10'COIL IN TFF11E EQUIPMENT CLOSET FOR FUTURE. PART NO.SW-4-I-VOLT-EB7-0.NO CONTROL VIA LCP. LINE THERMOSTAT(EF +42'6X6 J-BOX(BELOW SHELF)W/TWO 2'CONDUITS W/PULL 12 5E-PROVIDE(3)#1230 PANELPOWER,(1)#12 NEUTRAL,(1)#12 GROUND L. N E1.0 YES TYPICALLY 3 120VAC CIRCUITS ARE REQUIRED FOR SIGNAGE. X +38'PHONE BOX W/3/4'CONDUIT STUBBED TO REACHABLE LOCATION SEE DETAIL 6/E4.0 9'_3' STRINGS&NYLON BUSHINGS:ONE STUBBED TO AN REACHABLE LOCATION 13 TERMINATE CTS WIRES ON CORRECT TERMINALS A XI,ITX1 ETC. Q VERIFY AND ADD CIRCUITS AS NECESSARY. ABOVE Co.W/PULL STRING(ROSS TELECOM),CONVENIENCE ABOVE SALES FLOOR COILING AND THE OTHER STUBBED TO AN REFER TO EM-12 FOR FURTHER INFORMATION ALL SIGNAGE CIRCUIT VOLTAGE MUST BE 20A 120VAC SINGLE PHASE, +42"SWITCH,GRAY,Q-A REACHABLE LOCATION ABOVE THE MAWJGER'S OFFICE CEILING(ROSS I.T. ALL SIGNAGE CIRCUITS MUST BE ISOLATED-NO SHARED COMMONS +38"DUPLEX,GRAY(ROSS OPERATIONS),CONVENIENCE /TELECOM) OR NEUTRALS,ALL SIGNAGE CIRCUITS OVER SOFT FROM PANEL WIRING DESIGNATIONS: ALL WIRE MUST BE STRANDED COPPER NO SPLICING ALLOWED;ALL RUNS MUST BE CONTINIOUS;NO SUBSTITUTIONS ALLOWED MUST USE GAUGE OF WIRE RE UIRED BY NEC. LASER PRINTER(BOSS OPERA +54-DUPLEX(ABOVE SHELF),120 VAC,10 AMP,24 HTZ E1.0 YES HOMERUN 4 SEPARATE DEDICATED CIRCUITS TO VALANCE X SP/IG,ORANGE(KSU)(RDSS TELECOM)-NCR 16 TAG DESCRIPTION PART NO. AWG COND. TW.PR SHIELD NOTES FIXTURES FOR CONTROL OF 50/50 DUAL LEVEL LIGHTING.USE TWO to B +3B'DATA BO%W/3/4'CONDUIT STUBBED TO REACHABLE LOCATION A 2x#18Ga.TSP CLP0550F 18 Ga. 2 V Y COMMUNICATIONS BUS CIRCUITS TO FEED ALL THE VALANCE LIGHTING FIXTURES RUNNING +120'(A7 REACHABLE LOCATION ABOVE EQUIPMENT RACK ON FLOOR(BOSS I.T.) Z Z PROVE CLG W/PULL SIRING,PRINTER(ROSS OPERATIONS) C 10x#18Ga. CLP0448 18 Ga. 10 N N CHIP TO EMCP/EPILOAD TO EMCP LEFT IT THE CORING FOYER TO THE STOREFRONT WINDOW;ONE CDUNG)SIGNAL DUIIER O O +54'DUPLEX TOTAL AT 5'O.C.1YP.THIS D 4x#18Ga.TSP CLPo552F 18 Ga. q y Y TEMP.SENSOR W/OVERRIDE CIRCUIT WILL CONTROL THE UPPER LAMPS AND THE OTHER 4 I- pJ CIRCUIT WILL CONTROL THE LOWER LAMPS OF THE VALANCE +36'DUPLEX,GRAY,PRINTER(BOSS OPERATIONS) WALL.GRAY,24 HOUR CIRCUIT FOR MARK-DOWN _ d EQUIPMENT ROSS OPERATIONS I.T. E 1 x#12Ga. 12 Ga. 1 N N PANEL POWER LIGHTING FIXTURE SIMILARLY,USE TWO CIRCUITS F FEED ALL ( / ) 5 F 1 x#14Ga. - 14 Ga. 1 N N CT.Sirentletl Wire THE VALANCE LIGHTING FIXTURES RUNNING LEFT IT THE FITTING SHARED TELEPHONE+38°PHONE BOX W/3/4"CONDUIT STUBBED TO U FOYER TO THE STOREFRONT WINDOW;ONE CIRCUIT WILL CONTROL REACHABLE LOCATION ABOVE CLG.W/PULL SIRING(BOSS TELECOM), G 4 x 24Ge.TP - 24 Ga. 4 Y N WAN BUS(MODEM) (p F THE UPPER LAMPS AND THE OTHER CIRCUIT WILL CONTROL THE CONVENIENCE H CAT 5-4 Papa CMP1202L5 24 Ge. 8 Y N EMCP TO ROUTER Q LZ LOWER LAMPS OF THE VALANCE LIGHTING FlXTURE.(REFER TO +38'DUPLEX,GRAY(ROSS OPERATIONS),CONVENIENCE SHEET ELL Roos Stares Inc.Enerov Manaeem m Svstem Geneal Reoulremenis Z 2 E1.0 YES VERIFY THAT THE WIRE SIZE FOR ALL LIGHTING CONTROLLED VIA X eesgc appreciates buslnesa and looks fornad to completlngasuccossful Ross pro ed wHh Company. O 2 EMS DOES NOT EXCEED 10 AWG. o +3B"SP/IG Q11A0,fdD,DEDICATED 24 HOUR LP CIRCUIT(BOSS LP) Please be aware that much preplanning and coordination has been done,prior to your receHing these,documents. O E1.0 YES FEED ALL EMERGENCY FIXTURES FROM SEPARATE CIRCUIT,NOT ve X ro Ross and CCBAC ha worked together to establish a process,which when followed conectly WH result in a quality 5;SWITCHED VIA LIGHTING CONTROL PANEL LOP). r�� MONITOR( �) installation incorporating Rose' ndard lighting and mnGol requirements.We ask for your cooperation and Et.O YE VERIFY ALL CIRCUITS SHOWN ON H LI NG PLAN MATCHES x eA assistance in building and commissioning this store. WHAT IS INDICATED ON THE PANEL SCHEDULES. a +18'6X6 J-BO%W/2 1/2'CONDUIT STUBBED TO REACHABLE LOCATION U ABOVE CLG.W/PULL STRING,DVR(ROSS LP) Al The energy management system KEMS1 wlll be murchasetl imm 8 aoNtled bv: POWER PLAN CSC Building Aulamatlan Co.,Inc."CCBAC'Uconae No.804236 E2.0 YES LABEL ALL A/C UNITS PER THE ROSS PROTOTYPE SHEET M1.0. X +120"(AT REACHABLE LOCATION ABOVE CRNG)SP/IG QUAD,RED, 390 SWRR Avenue,Suite 22 M1.0 YES INDICATE BOTH SUPPLY AND RETURN SMOKE DETECTORS ON ALL X A DEDICATE)24 14OUR LP UPS CIRCUIT(ROSS LP) South San Francisco,CA 94080E221 CCBAC Phone:(888)446-1295 Fax:(650)292-7460 E3.0 A/C UNITS.ADD NOTE SMOKE DETECTORS WILL BE FACTORY Pmjed Content:Ross Pmj-Manager(888)446-1295 Email:ROSS@cobaccon, PROVIDED AND INSTALLED ON APPUCABLE LENNOX UNITS;FIELD - TyplItytheGeneralContractorortheElectricalContractorwillissueaPurchaseOrdertoCCBACforthesystem. PROVIDED BY MECHANICAL CONTRACTOR FOR SMALLER UNITS, tall The PO must be received MINIMUM(3)MONTHS PRIOR TO CONSTRUCTION TURNOVER, AND WIRED BY FIRE ALARM OR ELECTRICAL CONTRACTOR,TESTING in adarfor CCBAC to property coordinate lix, ation. AND DEMONSTRATION WILL BE THE RESPONSIBILITY OF THE FIRE 1.DASHED ELEMENTS SHOWN FOR CONCEPT ONLY-NOT TO INDICATE RESPECTIVE SCOPES OF WORK,TIP. ALARM OR MECHANICAL CONTRACTOR,INCLUDING FIRE MARSHAL C8C BUIMing Automation Co.shall erovide thefDilowino eoulomant.ore-fabdceted for the omlect ACCEPTANCE TESTS. 2.WARNING: HEAVY SOLID LINE INDICATES 1/2"PLYWOOD BEHIND GYPSUM WALL BOARD.DEVICE EXTENSIONS 1. Main control panel•EMCPi^and related hadwmre. E3.0 YES INDICATE GFCI OUTLET CIRCUITING SEPARATE FROM UNIT POWER X WILL BE REQUIRED 2. Lighting control panel"LCP^and related hadware. ON ALL A/C UNITS. 3. All law voltage cables,relays,temperature sensors,photocell and overrides. E3.0 YES SHOW LOCATION OF EXTERIOR SENSOR ROOFCAN ASSEMBLY ON X 3.DEVICE COLORS IDENTIFICATION:ORANGE FOR SPAG CLEW;GRAY FOR DIRTY;RED FOR LOSS PREVENTION. 4. Complete aetot CAD drawings indicating all wire runs,Ilghtlng control Interfaces,and EMS equipment locations. ROOF ABOVE ELECTRICAL ROOM.REFER TO DETAIL 4 OF SHEET E2.0. NOTE:EMS plans sup,rcad,Electrical or Meohanical pans in the event of any saneor location comild. E3.0 YES IF POWER EXHAUST IS NECESSARY,INDICATE AN EXHAUST FAN IN X 4.ALL DEVICES OR ANY J BOX,ARE TO HAVE STAINLESS STEEL COVERS. 5. Demand Pulse Meter with current transformers,sized to suit the MDP incoming feeders. Important note:4.5•sq.window CTs are provided,EC must plan feeders accordingly ot schedule an exchange with CCBAC. ELECTRICAL ROOM TO RUN VIA LINE VOLTAGE THERMOSTAT,TO BE &STUB EMPTY CONDUITS TO REACHABLE LOCATION ABOVE CEILING WITH PULL SIRING IN CONDUIT. PROVIDE 6.Wallmguntlemperatume,vnor. PROVIDED AND INSTALLED BY MECHANI WIRED BY ELECTRICAL. NYLON BUSHINGS ON URGER DIA CONDUITS. E3.0 YES DO NOT SHOW ANY TEMPERATURE SENSORS IN THE OFFICE AREAS, X r&C Building Automation Co.anon Derform on Site EMS Tegn!natlons and Testlna.including: WOMEN'S FITTING ROOMS,PROCESSING ROOM,AND SALES FLOOR.ADD S.CASH OFFICE AND EQUIPMENT CLOSET RAVE HARD CEILINGS;STUB CONDUITS TO REACHABLE LOCATION 1.All foal low v"Tage(24vac)tenninafions lD the EMS devices,panels,sensarsaM override panel MUST be NOTE TO PLAN TEMPERATURE SENSORS NOT SHOWN ON ABOVE CEILING OF ADJACENT SPACE performed by the CCBAC technidan. MECHANICAL OR ELECTRICAL PLANS.SEE EMS PLANS FOR EXACT 2. Scheduling la cdticak CCBAC MUST have minimum 10 days notice of completed EMS inetallation prior to LOCATION.CONTACT C&C BUILDING AUTOMATION 650 292-7450. 7.THE SITE SPECIFIC CONFIGURATION MAY DIFFER FROM THIS PROTOTYPE ALTHOUGH MOST IF NOT ALL OF THE date required=11a.Failure to a Wise with notice will delay your tormination or require additional fees. '^ E3.0 CLEARLY INDICATE WHICH CIRCUITS FEED THE WATER X DEVICES WILL BE SIMILAR IF NOT IDENTCAI_ 3. CCBAC is required m assess and report all control and drouifing related issues to Ross Stores Inc. U) YES COOLER ELECTRIC DRINKING FOUNTAIN,EXHAUST FANS,AND ROOF 4. CCBAC technician will assess the site....and advise the Electrical and General C--tor of any tJ inoc-1 cirouiting or wiring issues.These MUST be corrected immediately to avoid furtherfees air delays. TOP UNITS. & Due to Ross'schedules,CCBAC site visit is a one-time,12 hour duration task.This requires careful coordination E2.0 YES SPECIFY A 2-GANG PLASTER RING VERTICAL FOR THE EMS X and teamwe,k with the EC and CCBAC. OVERRIDE PANEL IN THE MANAGER'S O OFFICE AT CIRCUIT POWER SIGNAL AND TELEPHONE LEGEND E3.0 YES INDICATE JEWELRY CASE LIGHTING ON THE SAME CIRCUIT AS THE X ) C8C Building Automation Co.DOES NOT aovtoe the followirm: FRAGRANCE CASE TO BE CONTROLLED BY EMS DO-2. 1. Temporaryoperetingcontrole,themrostataor"jumpering•bmnunimpriarto�tore�cceptancetesting. E4.0 YES INDICATE AN ELECTRICAL ROOM DETAIL SHOWING ALL PANELS IN X TELEPHONE 38"AT MANAGERS,58'AF.F.AT SALES FLOOR(SEE 3/E3.0 Note:Lennox unit will con on Return Air sensor from factory;do not disconnect sensor for this model THEIR RESPECTIVE LOCATIONS. FOR ROUGH-IN,U.O.N. NOTE SALES FLOOR PHONES ARE NOT PUBLIC Call Lennox National Accounts for mom information on temporarySon. DUPLE(RECEPTACLE,15'A.F.F.U.O.N. ) ( opera 2. Fire alarm.ary.-...and/or testing,troubleshooting I ootlrel to participation in Fire Marshall or Certificate of Occupancy Testing. PHONES AND AS SUCH MAY NOT BE.LOUVRED TO BE ACCESSIBLE; 3. Any necessary licenses andor permi5 for or related to the EMS {$IX ARCHITECT OF RECORD MUST GH THE LOSS CON TRUWN FOR CONCEPT E3.0 YES INDICATE TELEPHONE DATA OUTLET NEXT TO EMCP? IN THE X AND MUST BE VERIFIED THROUGH THE BOSS CONSTRUCTION I Contractor Bids B Scooe-EMS a 1,11m Summary �20A 20 AMP INDEPENDENT DEDICATED CIRCUIT DUPLEX RECEPTACLE,15'A.F.F.U.O.H The Contractor bide shall include the followin EMS related tasks,per Rosa sped6wtlon: ELECTRICAL ROOM. REPRESENTATIVE PRIOR TO INS TUBBED T.PROVIDE PUNSTER RING AND g ® " CONDUIT WITH PULL-SITING STUBBED TO ABOVE CDUNG(TYPICAL G"WB General Contractor ONE-LINE DIAGRAM AND PANEL SCHEDULES $GFO GROUND FAULT RECEPTACLE 44"AF.F,U.O.N. INSTALLATION OR SIMILAR PER MOUNTING CONDITION).COLUMN MOUNTED 1. Provide and install Data outlet next to EMS panel TH 1.0 YES SINCE THE CIRCUITS FEEDING THE FITTING ROOMS,FOYER AREAS, X DEVICES ARE TO BE FED CONCEALED FROM WITHIN TUBE.CONFIRM Electd®I Contractor p RI&OMS AND SALES FLOOR,EACH GROUP OF 2-LAMP"INNER" LOCATIONS AND PROVIDE FEED HOLES WITH PULL WIRES. BOSS 1. Provide,Ins It and secure all necessary conduit par EMS dmwtngs and specifications. Wr air' 4-PLEX RECEPTACLE,MOUNTING HEIGHT AS NOTED INSTALLER WILL PROVIDE AND INSTALL WIRE JACK MD PHONE BALLASTS ARE CONTROLLED FROM TS SCHEDULE OUTPUT DO-7, 2. obtain Gan CCBAC and Install cable necessary to the EMS as shown on the EMS blueprints. ® p s p AND THE 4-LAMP"OUTER'BALLASTS ARE CONTROLLED FROM THE 3. Aeon andjunctmn Du EMS control enclosures,lighting control panel and roof L CCBAC assembly. " DATA IATET'MOUNTING HEIGHT RI NOTED,MOREYCONDUIT LOCATIONS PUS PRIOR TO age lenninaiions to the lighting control panel(LCP)l par EMS CALL CCBAC if pools do not match site! O SCHEDULE OUTPUT DO-2 HE DIFFERENT TIMES OF THE DAY,IT IS 4. All Rougevoa a LIGHT SWITCH LOCATION.42'A.F.F. INSTALATON.PROVIDE PIASTER RING AND CONDUIT WITH PULL-SIRING �s NECESSARY TO BALANCE THE CIRCUITS ACROSS PHASES A,B&C 5. Roughe whing to a comroi esensors MS calsmde panel per EM5600rylan locations. STUBBED TO ABOVE CEILING ICAL GWS INSTALLATION OR SIMILAR PER EVENLY WHEN EITHER GROUP IS ON OR OFF. 6. Provide power star s into control ens per EMs risked. MOUNTING CONDITION). ROSS INSTALLER WILL PROVIDE AND INSTALL WIRE 7. Connect held installed smoke defectors(where required J CLEARLY IDENTIFY WHICH CIRCUITS FEED INNER OR OUTER LAMPS SP SURGE PROTECTED RECEPTACLE &JACK )' AND ENSURE CIRCUITS AND PANELS ARE BALANCED. PASS&SEYMOUR 20A DUPLEX DEL IG62620SP ORANGE 8. It..1,wireandterminate high voltage amok.onsfortenanl Demand Pulse MelFre M,ranent sting.rmers. E1A YES SINCE THE CIRCUITS FEEDING EACH GROUP OF 2-LAMP'NNER 9. Fire alarm tecklistID CDE C mounted 10 deve elerto GC coordidata.during Fire Marshall Testing. BALLASTS ARE CONTROLLED FROM THE SCHEDULE OUTPUT DO-1, ® 1 MOUNT BUZZER(OR RINGER)ABOVE CIEUNGMOUNTED AT CUSTOMER SERVICE 11.Fax backs with alto CCBAC minimum l0dt witharto at wmeva date. [,'o ❑ AND THE 4-LAMP"OUTER"BALLASTS ARE CONTROLLED FROM THE COUNTER ANO OFFICE HALL WALL MOUNTED(+8'-0'A.F.F.)ALL OTHER n.coodinate wRth CCBAC roschedule slW vleu with adequate noncemmaet scnedule. LOCATIONS. CONNECT TO PUSH BUTTON OF MATCHING NUMBER. 12.Correct all punchlist items found during sire assessment SCHEDULE OUTPUT DO-1 AT DIFFERENT TIMES OF THE DAY IN THE B 2 SOUND OF THE BUZZER(OR RINGER)FOR NUMBER 1 BARON MUST BE 13,Provide any YmDwaamy lcenses and/or p.-Itsfororreletedlothe EMS. OFFICES,LOCKER ROOM,AND OFFICE HALLWAY,IT IS DIFFERENT THAN THAT FOR NUMBER 2 BUTTON.BUZZER(OR RINGER) Mechanical Contractor RS W V NECESSARY TO BALANCE THE CIRCUITS ACROSS PHASES A,B&C SOUND LEVELS MUST BE ADJUSTABLE AND BE AUDIBLE WITHIN 75-FEE 1. Provide Lennox Logic HVAC milawith factory p-lded Prodigy M2wl Barnelcontrolsopi v �,/ J EVENLY WHEN EITHER GROUP IS ON OR OFF. OF LOCATION,24 VOLT SYSTEM. 2. Mount held inetaned smoke detectors(where necessary). s Q CLEARLY IDENTIFY WHICH CIRCUITS FEED INNER OR OUTER LAMPS 3. Parton Start-Up and Ba Off of New HVAC units poor to EOc check. AND ENSURE CIRCUITS AND PANELS ARE BALANCED. JUNCTION BOX,MOUNTING HEIGHT AS NOTED. 4. Coordinate with Lennox to provide,schedule,and perform EOC check. Q E1.0 YES SHOW PANEL LCP-1 3 SINGLE POLE 15A 120V CIRCUIT BREAKERS X 5. All unit startup and testing for cortficeTe a(occupanry testing.call Lenrrox nalonalaaounls /� E D ACROSS PHASES A B &C)AND PANEL EMCP-1 IN THE SINGLE for lnstructions.Note RTU will run on return air to 74/40 deg.F.from the factory. / V4. W LL LINE DIAGRAM AND PANEL SCHEDULES. 6. For any Noolemwc units:Provide conventional thermostat intedaces(R,Y,W,G.ETC.)B Controls C`R Including trensf-one- E4.0 YES A TENANT DEMAND PULSE METER(DM)IS REQUIRED,SEPARATE X T For any misting units:Recondition and test units as specified on mechanical plans. AND ADDITIONAL TO THE UTILITY METER,INSTEAD OF THE PULSE J METER OUTPUT OPTION ON THE UTILITY METER. POWER MONITOR FED FROM THE 3 SINGLE POLE 15A 4THIS DEVICE IS A COMBINED PULSE METER AND THREE PHASE 2T OFFICE COMPLEX DEVICE LAYOUT 1 ENERGY MANAGEMENT SYSTEM SINGLE-LINE DIAGRAM AND NOTES 0 m E10V CIRCUIT FROM THE MDP PANEL.CURRENT TRANSFORMERS CREATING 1l4"=1'-0" N.T.S. THE SIGNAL INPUT MUST LOCATE AROUND INCOMING CONDUCTORS (PROVIDE CT CAN IF NECESSARI').ADD NOTE TO PLAN INDICATINGUd THAT THE CURRENT TRANSFORMERS CONDUCTORS MUST BE SHORTED INSIDE PANEL LCP-1 UNTIL DEMAND METER TELEPHONE SERVICE ENTRY CONDUIT W/25-PAIR TERMINATION IS COMPLETED.BUSSED FEEDERS CANNOT BE CABLE(MAY BE FROM OVERHEAD OR FROM METERED. BELOW) , PHOTO CELL MOUNTED LOW VOLTAGE SIGNAL CONNECTIONS FROM THE CURRENT �-GYP.�. TO SIDE OF CAN MUST TRANSFORMERS TO LCP-1 MUST BE IN CONDUIT. 6• 1'-s• BE FACING NORTH WITH THE TENANT DEMAND METER IS LOCATED INSIDE OF PANEL LCP-1. CLEAR EXPOSURE. OUTLINE OF EMS E4.0 YES CLEARLY IDENTIFY IN THE SINGLE UNE DIAGRAM IF THE MAIN X 2'DIA OPEN CONDUIT W/PULL SIRING AND NYLON PROVIDED OVER-RIDE PANEL(ORP) W DISTRIBUTION PANEL WILL BE BUSSED OR CABLE FED.CURRENT BUSHINGS AT ENDS STUBBED TO+12"ABOVE i t t 8'-0'H x 3/4'TH APA A-D PLYWOOD AT ALL BY CCBAC OUTSIDE AIR SENSOR SHOWN DASHED AREA RESERVED TRANSFORMERS FOR BUSSED FEEDERS MUST BE FACTORY SALES FLOOR CEILING(BOSS TELECOM)- FORT-SENSOR FIRE %"Rj WALLS AROUND MIEHIOR OF FIECIPoCAL ROOM SEE EMS PLAN INSTALLED BY GEAR MANUFACTURER.CURRENT TRANSFORMERS ' CONTROL 3�4"THREADED 2 GANG SWITCH RING FOR USE IF FOR CABLE FEEDERS WILL BE INSTALLED DY THE ELECTRICIAN. L DEM<> w� PANELFII�I ING. INSTALL IN AT ALL E1.0 YES ALL LIGHTING CIRCUITS CONTROLLED VW EMS SHALL NOT EXCEED X 7ELEPBONE (FCP) 20A CIRCUIT BREAKERS. 22 COMPANY MPOE MANAGER OFFICE E1.0 VIES CLEARLY LABEL ALL CIRCUITS WHICH FEED THE INNER 1 3 LAMPS X `I All DFMARK ALARM SYSTEM AREA 3/4° RIGID Z AND THE OUTER 2 3 DUMPS. g E3.0 YES VERIFY AND COORDINATE THE VOLTAGE REQUIREMENTS FOR ALL X - FRAME CAB F& O�Q uyrrt pRFaco THE A C UNITS WOTH THE MECHANICAL ENGINEER. FRAME RELAY '° WEATHER HOOD E3.0 YES VERIFY THE WATER HEATER SIZE;IF THE WATER HEATER REQUIRES X RELAY $TORE JACK AREA Rt31%AREA EMS AREB 3� MIN. +54° F.F. A CIRCUIT BREAKER SIZE GREATER THAN 30A PROVIDE AN STORE UNE JACKS ALARM UNE EMS JACKS 4 AUXILIARY CONTROL INTERFACE FOR CONTROL THROUGH A 30A +54'EMERGENCY TELEPHONE(ROSS TELECOM) JACKS CONTRACTOR VIA ENERGY MANAGEMENT SYSTEM. 'm 3/4° ROOFJACK LLD-:fjl a" T-O" T-0' r-s' -s' z-6' ( EALED +15'DUPLEX,120 VAC,10 AMP,24 HOUR,FIRE APPROPRIATELY) CONTROL PANEL,RED(FCP)(ROSS FAINUIIES) 3/4'PLYWOOD� 1I0.TE: PROVIDED BY w 1. LANDLORD CONSTRUCTION OBLIGATION INCLUDES PLYWOOD BACKBOARD,SERVICE ENTRY CONDUIT,CABLE, ELECTRICAL 45, B P. A COPY OF THIS CHECKLIST IS TO BE ' t 4 CONTRACTOR BEND 2 HOLE STRAP MPOE AND DEMARK:2'OPEN CONDUIT;FULLY OPERATIONAL MONITORED FIRE CONTROL PANEL;DESIGNATED o 'E' ElEC1RN;M.OlIT1ETS;GROUND ROD;AND FULLY OPERATIONAL MONITORED EMS SYSTEM WITH All ASSOCIATED �. CONDUITS.CABLES,EMS JACKS MD WIRING. COMPLETED AND INCLUDED AS AN 3/4'GROUND ROD W/GROUND WERE TENANT SCOPE OF WORK(SHOWN DASHED)INCLUDE:INSTALLATION MD CONNECTION OF:FRAME AY +15'QUAD,120 VAC,20 AMP,TELEPHONE A AND FRAME RELAY JACK;STORE UNE,TACKS AND PHONE:;BURGLAR ALARM ALARM PANE.(RA);THE PJ31X AND THE o LINE OF AURA LINE JACKS DOOR OPENING Project number 9903 BOARD.GRAY(IEIECOM) STRIKE SIDE INDEXED SHEET I N THE PROJECT B+15'URG 24 HOUR,DUPLEX,120 YA) P) 3 BACKWARD SPECIFIC DE THE 8'TION PLYWOOD ALLIN BACKBOARD HAS BEEN DMD O INTO SEVEN DESIGNATED Data 11/3/2014 BURGLAR AURA PANEL.RED(BA)(LP) AREAS WITH SPECIFIC DEFINE LOCATIONS.PLACING ALL DEVICES WHETHER LANDLORD OR TENANT MUST RESPECT THE AREA BOUNDARIES. INSTALLERS PLACING DEVICE:OUTSIDE DESIGNATED LOCATION:WILL BE REQUIRED TO Drawn by DMB +IS'24 HOUR,DUPLEX,120 VAC,10 RELOCATE EQUIPMENT AT THEIR OWN EXPENSE NO EXCEPTION. COMPLETED PLAN SET. NO EXCEPTION. MS.CE.PACK-UP,RED(LP) BACKBORD LAYOUT Checked by TV DIMENSION SIRING START POINT (NO SUBMITTAL ACCEPTED FOR REVIEW BY ROSS UNTIL THIS SHEET 13 COMPLETELY FOLLOWED.) 5 ELECTRICAL ROOM TELECOM/SIGNAL BACKBOARD LAYOUT (REQUIRED) 4 SENSOR ROOF CAN 3 ORP MOUNTING 0.0 N.T.S. N.T.S. Printed SINGLE LINE DIAGRAM,NOTES & DETAILS Scale As indicated PLAN NOTES _ MODULAR SYSTEM NOTES & LEGEND 5Gx F 1. THIS IS A PROTOTYPICAL PUN. SPECIFIC LOCATIONS FOR AND NUMBERS OF ELECTRICAL DEVICES COMPACTOR NOTE: A B CD 1 t I F G 1. BOSTON RETAIL MAIN DISTRIBUTION BOXES TOGETHER WITH CABLING FOR CONNECTION p AND EQUIPMfM ARE SUBJECT TO CHANGE BASED ON ROSS SITE SPECIFIC REQUIREMENTS.YOU MUST PROVIDE POWER FOR COMPACTOR PER'RAMJEY SPECIFICATIONS `TJ TO CIRCUITS AT'HOMERUN'JUK70 BOX ARE TO BE ORDERED BY G.0 FROM BOSTON VERIFY THOSE REQUIREMENTS THROUGH THE ROSS ARCHRECIURALREPRESEMATTVE AND THE G.C. AND LOCAL REQUIREMENTS.THE ELECTRICAL ENGINEER OF RECORD RETAIL SEE SHEET AO.O FOR CONTACT INFO.). 1 81 MUST VERIFY DEVICE LOCATIONS THROUGH THE ROSS CONSTRUCTION REPRESENTATIVE PRIOR TO IS RESPONSIBLE FOR VERIFYING COMPACTOR CIRCUIT - DATA JACK FOR EMCP-1 _,_,_,-_-.__ ( )) - ELECTRICAL ROUGH-IN. REQUIREMENTS(NO - _ - 1 2. gABOVESTPoBIN LING A BOXES CATIONS SHOWN IN TO BE SECURELY E APPROVED OVE WITH LATERAL BRACING PLAN LA 12' `P 2. THIS POWER,SIGNAL AND PHONE PLAN IS DIAGRAMMATIC AND ADVISORY. SUBMIT COMPLETED ADOIUSED RDANCEE WIH MARATHOON EQUIPMENT 00..SSPE�CIFICATIO�E SWITCH ARE TO BE SIZED IN GROUND T TELEPHONE '� �I�,-,fi`lT(�� i1��f1�.I II�-\ FROM THE ROSS C.R.E ORIENT BOXES SO THATHUBEUNG FACES FLOORL(WtGE BOXIS OF _ --- r-1T1`� _ REPRESELECTRICAL ENTATIVE PAID TOICBC DRAWINGS BUILDING AUTOMATION ON(SEE PAnO FOR CONTACT.TO ROSS (NOTE:AS MUCH AS A 100 AMP SERVICE DISCONNECT MAY BE I. +15'ODUD,120 VAC,20 AMP,TELEPHONE _.-j-(T"-'T�._.. =Imo-III-III-� III III III ( it -=I_- jp XYWTS ONLYD(WEI A2 M8)/�ISWON BOXES ARE IXTO BE SECU IN RELY TO SECURED TO THE OPEN COUNG �q55 REQUIRED DEPENDING ON PHASE AND VOLTAGE)PAID PROVIDED BY EXTE1RIOR ROOF SENSOR CAN ON ROOF - - II II_— III"- -III- III-..III- - LAYOUUNDERSIDE OF ROOF STRUCTURE 3. MINIMUM SERVICE REQUIRED:SECONDARY METERED SERVICE OF 600 MIPS,277/480 VOLTS, GC;.CONNECT COMPACTOR TO BATWING POWER IN ACCORDANCE RE gEAIL 4/2.0 10 80ARD,GRAY�tEIECOM) NCR 13 T.-- T---TI_, SIT�I;-i III-I =I = III-III= 11.=:III I.;'-I_-III „I;"-_ ( Il__ - 3 PHASE,4 WIRE A PULSE DEMAND METER IS REQUIRED. WITH MPRATINON AND CODE REQUIREMENTS;SPECIFIED COMPACTOR , E4.0 - 7 r - - i IS TO BE SUPPLED WITH A 10HP MOTOR AND PRESSURE C-AUGE. - -.._..-._ +15'DUPIDL 24HR,120 VAC,I(L)N,IP, +5}}'TT`,Eligi4QJtlf , i I- _I _I�=)I I I�_I-:(I(=��= =�=�C If.�ALL a I_i ( 1.. _ 3. EACH MAIN DISTRIBUTION BOX IS PREUWREO AND INCLUDES A TYPE NO 'HOMERUN' N ,,,r ',L,,, I _..IL III-�I7-- �'.. G � .- --'.. _ III I I I IT-I ICI �_ -- CABLE TO BE TO A'HOMERUN'JUNCTION BOX.JUNCTION BOX IS TO BE 4. IBIS PUN rAND RELATED DETAIL PLAN ON E2.0 MAY NOT MATCH THE TOSS SIZE SPEC TIC AEt II-III =�i=-1 _=�r1=1,_ 24HR,FIRE CO�,'M1VL PANEL RED((FCP) _ _ 1=III-I'I --- - - - (I-I(=) ( I �_.)- I - OVER-SIZED FOR THE CONNECTED CIRCUITS IN ORDER TO ALLOW FOR FUTURE EXPANSION; V FLOOR PUN. IN THE EVENT THAT R DOES NOT,THESE DRAWINGS ARE 10 BE USED AS A GUIDE IN - - _ S FACIIN.ES)-NCR-15 I IOC ifl}TSIQE� ��- THE PREPARATION OF YOUR PROJECT SPECIFIC PoWI7T/BIGWJ.PARS. PLEAS CONTACT THE ROSS �"' - =III=�=III I( III=II—III-�- )�_� � -III- III=III III _III III-III-I CONTACT BOSTON RETAIL FOR ADDITIONAL INFORMATION(SEE SHEET A0.0 FOR COMMON z W CONSTRUCTION REPRESENTATIVE IF YOU HAVE ANY QUESDONS.SEE ALSO SRE SPECIFIC AE1.0 TENANT ° =III III I�-III-III- +15'DUNLLX,24HR,1201VAC,10 ( - INFO.). RRRGGG AAAANNNN PLAN ISSUED BY ROSS STORE DESIGNER SEE SHEET AO.0 FOR CONTACT. /' `� AMP,BU LIAR P1PAM P FL,RED -" 4. P110W A NEAP TIME AFTER RECEIPT OF ORDER OF 6 WEEKS FOR DELIVERY. O O ( 1 }--_—_—_—_ _—_I—_ `�-n FLUSHJ BOX AT 96 A.F.F. =III -(B4)- -ITCH-7 ___ .-, ,II 11 III III- �. AUTOMATIC SUMP PUMP IS ALWAYS_-_ _—_ _-1—_—_—_—_—___—_—_—_—_ _ 7 ) �� - U - REWIRED FOR A RECESSED DOCK EVEN �/ 5. EXPOSED EMT,CONWIT PAID SURFACE MOUNTED WRING ARE NOT PERMITTED IN ANY FINISHED - BRACKE:MOUNTED LP CAMERA WITH +15'DUPLEX, 4HR,120 --� — 5. COORDINATE INSTALL WITH ROSS CONSTRUCTION REPRESENTATIVE Vj ___WMHIGH,CAPACITY GRAVITY-DRAINAGE.IS_ ____._ _ SPACE CONDUR AND.PULL WIRE STUBBED, •-- VAC,16 NAP,- BACKUP, , _ ------I- ----- ------"' - )+. uM INTERIOR OF STORE IN PROCESSING # RED(LP)_ _� I I Il AVAILABLE ___L_ }� , �- Q m 6. PARTICULAR ATTENTION SHOULD BE GIVEN TO THE ACCURATE INCORPORATION OF THE ENERGY _ ___ , - '�` p BOSTON RETAIL MAN DISTRIBUTION BOX/1 MANAGEMENT SYSTEM REQUIREMENTS INTO THE PROJECT.PLEASE CONTACT GEC BUILDING AUTOMATION C COMPACTOR POWER, '..--I- I I 1 TY O W J,.� ' ( II Fl o ( O ISOIAIm GROUND/GENITAL PURPGSE,MOUNTED AT 12'ABOVE CEILING,WITH 25'TYPE MC O w (SEE SHEET AO.O FOR CONTACT INFORMATION)AT THE INITIATION OF YOUR DOCUMENT PREPARATION _, COMPACTOR NOTE I, f �/I PHASE FOR ADDITIONAL COMMENTS.WHEN DRAWINGS ARE READY FOR FINAL APPROVAL PLEASE SEND "` Q -ED'I'B N I.- 5 I LA-23 II (J n 'HOMERUN'CABLE CONTAINING 19-}10AWG CONDUCTORS. rMM j S yvw w .n I ' 1 I, L3 p rn O .-COMPACTQRCONIROLS WITH I -I-. E2.0 I + 1 a .l �/ Q FUR R EP1 ATIONDRAWINGS OF AS D AWINGS. 2004 SINGLE FILE FORMAT ELECTRONIC BACKGROUND TO CkC ��-"-- e PRESSURB.CNt,GE*54'__r i ir�- �1:. III k I -- DEDICATED CIRCUITS(3),EAV AND 3 OIRIY MINIMUM): LL p} FOR PREPARATION OF ETAS DRAWINGS. _""'---.,.,,, I ___ _ 1__ _� =S- j.f -._. NCR 9(REGSIFR g1N1).NCR 11(REGISTER CLEW),NCR 14(REGISTER CLEAN). Z Q 2 LA 25(DIRTY),LA 27(DIRTY),LA 34(DIRTY) Q 3= 7. PROVIDE A WALL MOUNTED UTILITY LIGHT AND SERVICE POWER RECEPTACLE IN THE ENCLOSED �_"- L - • - _-- _. -� _— "" �'�" T y(Q AREA OF THE CANOPY BEHIND THE SIGN WITH THE LIGHT SNITCH CLOSE TO THE ACCESS DOOR AND 2 — O } CLEARLY VISIBLE FROM THAT LOCATION. (\/ - - �� - ,, N RETAIL N DISIRI 11BON 80 A2(By G C) - +84'FIRE ALARM STROBE. '� � .F!'' I I O ISOLATED GROUND/GENERAL PURPOSE,MOUNTED AT 12'ABOVE CEUNG,WITH 25'TYPE MC c S IF LOCAL MUNICIPAL REGULATIONS/CODES REQUIRE LOW VOLTAGE ELECTRICAL WRING(TELEPHONE, I �� ''( We Vi/ ,1 ,�.5 ;I I I 'HOMERUN'CABLE COMNNING 19-/IOAWG CONDUCTORS. a U r• INSTALL AT FOG. COORDINATE B 2 SIGNAL,MUSN:/PAGING SPFN(ERS,ETCT TO BE RUN IN EMT OR RIGID CONDOR,THEN THE SCOPE OF ® _ / W WORK 5 1D CANOE TINE INSTPLATIO OF 1HAT CONDUIT. IF SO YOU MUST OBTAIN AND THE , LOCATION. LA-11 DUPUE 1 BUZZER +42'SWITCH 0-A (ON ROOF) SC CONTRACTOR MUST VERIFY THE REQUIRED LAYOUT OF THE PHONES AND MUSIC/PAGING SYSTEM FROM �11 ff/3 / DER I.(RED (2 CIFAR AND 3 DIRTY NINIAIUM): ¢ 1 +15'DUPLDG CONVENIENCE,GRAY (( NCR 10(REGISTER CLEAN),NCR 12(REGISTER CLEAN),U 33(DI LA 35(DIRTY). THE TOSS CONSTI8ICTION MN14(#Ft. ( .I ON WALL BELOW BELOW SWITCH I IA-4 U 37 DIRTY-JFWERY C45E UGHIING.VM EMS GGRAL OUTPUT 2 D02 I , I O I DDt O Z 9. THE BOSTON RETAIL FASTANE EE TRMU WRING SrSTET IS A UL PRISE WRING SYSTEM REGISTER(ROBS I.T.) I RECOGNENT Ph THE NATIONAL ELECTRICAL CODE THIS SYSTEM 5 COMPRISED OF 7W0 SEPARATE I `1 (( (ON ROOF) EF N COMPONENT PN2YAGE5,EACH PURCHASED AND INSTALED SEPARATELY: N -4 ( 1G' \ I EF p I 'HOMERUN'JUNCTION BO%(BY G.C.),POWER POINT FOR HCSC AND CHECKOUT COUNTERS NCR-21 IA-13 I}44 DUPLEX GFCI i;1- F ,G �(_' I I 2 I A MDB,,MOUNTED AT 12'ABOVE CEILING(11 CIRCUITS MINIMUM,SEE AEI).G.C.TO 9.1. PACKAGE,1 IS PURCHASED AND INSTALLED BY THE G.C.PAID CONSISTS OF TWO OR MORE i (1 U / �� 1 -T} I e( 1 I O CONNECT FASRANE MAIN DISTRIBUTION 80%NC CAIAES TO J-BOX,MAKE ELECTRICAL FASTANE MAIN DISTRIBUTION BOXES(ADES)MOUNTED ABOVE THE HUNG CEILING AND CONNECTED TO ( )) M +(' PLEK G r (�RAF) �j CONNECTIONS AND VERIFY POWER TO MAIN DISRBBlITION BOX PORTS AND TINS. THE ELECTRICAL CIRCUITS PROVIDED IN THE'HOMERUN'JUNCTION BOX.THESE CIRCUITS MUST / L-' I -- I MIN+12'AROOF e (( +42'SWTIOR,O 2/3 1 CONTAIN FIVE ISOLATED GROUND(I(OR'CLEAN')CIRCUITS(MINIMUM),FIVE GENERAL PURPOSE(GP ; U, I I NOTE:THE NUMBER AND LOCATIONS OF THE DISTRIBUTION BOXES,HOME RUN BOXES AND OR'DIRTY)CIRCUITS(MINIMUM)PAID ONE JEWELRY CASE LIGHTING CIRCUIT THAT MUST BE ROWED I x ( ROOF 1 (( DRIVE EA '(� 15'�,UPIE(,(CONVENIENCE,GRAY I I THE NUMBER OF REQUIRED CIRCUITS VARY BY THE STORES SIZE,NUMBER OF FLOORS AND THROUGH THE ENERGY MANAGEMENT SYSTEM(EMS)VIA DJW 12.LARGER FORMAT STORES MUST I _ (ON ROOF) _ THE OPERATIONAL CONFIGURATION OF THE SITE SPECIFIC STORE SEE RA-1 REQUIRED SITE HAVE ADDITIONAL ICI AND GP CIRCUITS THE FG CONE MOBS EACH HAVE A PRE-CURED 25'TYPE MC J r BUZZER (' 4KW WATER.HEATER LA-19 �, 1 I ` =- I SPECIFIC CONFIGURATION. CABLE HOMERUN,CONTAINING 910 AWG WRING CONDUCTORS FOR CONNECTION TO THE'HOMERUN' I I a j (a)+2'SWITCH 0-A (( '� T'V�". J-BOX CIRCUITS. THE G.C.IS ALSO RESPONSIBLE FOR VERIFYING POWER TO THE MDB PORTS AFTER _ i' .._J B 1 (8) 2-SWITCH Q-A (( ISW71 \ I --/J FORMATS WITH IN-UNE REGISTERS MUST HAVE TWO MOBS LOCATED AT EACH POWER POLE LOCATION. \ - ---- ------------------ _..__- .N --SWITCH O'U-15,17 q I� + \ 0-2/3 CONNECTIONS ARE MADE.THE POWER TO THESE CIRCUITS MUST BE LIVE AFTER TURNOVER.STORE I _ _ sls�vw z T (ON ROOF) �U_13 _ 92. PACKAGE 12IS PURCHASED AND INSTAl1IDBY THE ROSS STORE PLANNING MILLWORK VEIDOR 3 --- __ ., ,, _�1�- ___ rtir „--��,. —ry% — :® _. _. ..:: Q�— .A —— __ y -, k -- — f -- _,___--- 3 MAIN DISTRIBUTION BOX CIRCUITING AND IS COMPRISED OF AIL POWER POLES,WRING AND RECEPTACLE DEVICES LOCATED IN THE '----- -- - __ MILLWORK(CHECKOUT COUNTERS,JEWELRY CASES AND CUSTOMER SERVICE COUNTERS).THE i> MILLWORK VENDOR IS RESPONSIBLE FOR MAKING FINAL PLUG-IN CONNECTIONS TO THE FAST ANE MOB +12'ABOVE CEILING, _ _ ! PORTS CONTACT BOSTON RETAIL WITH QUESTIONS(SEE SHEET A0.0 FOR CONTACT INFO.). - -12W/T4VAC.iOVA _MAN-7— — _pgOVE ROOF _�/— 3� 3.1 TRANSFORMER(IXR DEVICE) 10. ALL SIGNAGE CIRCUIT VOLTAGE MUST BE 20A 12OVAC SINGLE PHASE HA-24 (24 HR.LA-31 CIRCUIT) I NCR-20 2-DIA OPEN CONDUR W/PULL SIRING (ON ROOF) 11. ALL SIGNAGE CIRCUITS MUST BE ISOLATED-NO SHARED COMMONS OR NEUTRALS. I 4 NYLON BUSHINGS,STUBBED FROM 1A-31 +12'ABOVE CEILING, +12'/HOVE CEILING LP-PVM LA-13 H N 27N/12OV,5❑VA BACKBOARD TO 12-ABOVE SALES WpLIX,24-HOUR,RED(UP) a M 12. Pi1 SIGNAGE CIRCUITS OVER SOFT FROM PANEL MUST USE GAUGE OF CURE REQUIRED BY NEC. TRANSFORMER(24 HR I FLOOR QEILNG (ORANGE INSERT) (ORANGE INSERT) O 13. PL UNITS HAVE FACTORY INSTALLED SUPPLY AND RETURN SMOKE DETECTORS. F14-24 CIRCUIT) j i MIN+12'AROOF NLA-271 z MDB#: 1 3 NCR-14 -34 14. AC UNITS HAVE FACTORY INSTALLED NON-FUSED SERVICE DISCONNECTS. PANEL NCR-IG +12 ABOVE CEILING LP-F"M (CLEAR INS PANEL LA-GP CLEAR INSERT) 15. TEMPERATURE SENSORS NOT SHOWN ON MECHANICAL OR ELECTRICAL PLANS;SEE EMS PANS I I OUbl1E%,24-HOUR,RD(LP) N FOR EXACT LOCATION.CONTACT:C&C BUILDING AUTOMATION(650)292-7450. (y,i_). (ORANGE INS CASH REGISTER WRING (ORANGE INSERT) Z Z 16. LINE VOLTAGE THERMOSTATS PROVIDED AND INSTALLED BY MECHANICAL,WIFdD BY ELECTRICAL I NCR-9 1 4 NOT USED O O u=zs PART#:5Do-oSw NOT USED a j (CLEAR INSERT) CLEAR INSERT) I GROUNDING WIRES ❑ W +12'ABOVE CEILING LP-PVM NCE4 T- I +12'ABOVE CEILING LP-PVHM PHASE WRES(HOTS) NEUTRALS ISOLATED EQUIPMENT Z DULL 24-HOUR,RED lP OUTLET WM LOCKING BRASS FLUSH OURLFJL 24-HOUR,RED(LP) - - NCR-9 ALL O 2 20 20 IMIP IN FlAOR SG tIY DUPLEX NCR-11 NCR-11 NCR-11 ( ) L ...-1 (V.L). O HINGED COVER(INDEPENDENT DEDICATED NCR -14 NOCRT USED NO USED U CIRCUIT.10 GAUGE WIRE)(ALL) LA-USED U-25.27 W 1 20 AMP IN FLOOR SAFETY DUPLEX U-27 LA-34,NOT USED U LA-18 LA-12 Ol1REf WIH LOq(ING BRA55 FLUSH U-34 �� CIRGED COVER(INDEPENDENT DEDICATED ( NOT USED CIRCUIT,10 GAUGE CURE)(ALL) ----------�-------- I H10NE+sfi'(YL)SEE 3/E3.0 FOR ROUGH IN HOMERUN CABLE TYPE 10/8, 10/6,10/5 AL SP/IG OUTLETS ARE TO BE ORANGE WITH STAINLESS STEEL I N 25'xam 5 'ma 30 7- r 1 COVERS.LP OUTLETS ARE TO BE RED AND OTHER OUTLETS AND DEVICES ARE TO BE CRAY WITH STAINLESS STEEL COVERS. VERIFY LOCATION OF SALES FLOOR ELECTRICAL DEVICES THROUGH AT AISLE PLAN PRIOR TO INSTALLATION. HOMERUN CIRCUITS BY G.C.: NCR 9,NCR 10J NCR 11,NCR 12,NCR 14(REGISTER CLEW), CHECKOUTS(INCLUDING ASSOCIATED POWER POLES @ TELEPHONES)( (ORANGE IN� (ORANGE INSERT) U 25,U 27,IM 33, U 34,U 35(REGISTER DIRTY). SNOWN FOR CONCEPT SCOPE OF WORK ONLY.LOCATION AND NCR-12 NOT USED LA 37(JEW1J0'&FRAGRANCE CASE LIGHTING VIA EMS DIMENSION CULL BE PROVIDED ON RA-1 AISLE PLAN,BOSTON RETAIL U-35 2 MDB#: 2 3 NOT USED OUTPUT 12) SITE-SPECIFIC MDB LOCATION AND CIRCUIT PLAN AMD THE ( PANEL NCR-ICI (SEE MWUAR SYSTEM NOTES 8 LEGEND,BOSTON RETAIL SITE INSTAILIATION DOWNENTS PROVIDED WITH FRONT FND CAff WORK. (CLEAR INSERT PANEL U-GP CIFAR INSERT) SPECIFIC MDB LOCATION AND CIRCUIT PLAN) AVAILABLE FROM ROSS CONSTRUCTION REPRESENTATIVE.CHECKOUT POWER SIGNAL AND TELEPHONE LEGEND FASTAME�'I COUNTERS WILL B PG POWER POLES PAID D TO T COUNTERS WHEN al (ORANGE I CUSTOMER SERVICE WRING (D��USED EACH STORE NEEDS AT LEAST TWO AWN DISTRIBUTION BOXES PRESENT)CULL BE PROVIDED AND DELIVERED TO THE lEHN7T SAVIOR NOT USED 1 BY ROSS STORES 7W0 WEEKS PRIOR TO SCHEDULE)TURINOVER OR NCR-10 SHOWN PARP11J1 TO THE MAN REGISTER LINE AND MOUNTED 1 4 U-37 7W0 FEE ABOVE HUNG CEILING.EACH GROUP OF THREE AR OTHERWISE APPROVED BY THE TOSS C.M.. COUNTER SET-UP LA-33 ■ PRE-FINISHED POWER POE PROVIDED AS PART OF FRONT END MODULAR SYSTAI AND INSTALLATION INCLUDING'PANG-IN'CONNECTION TO'FASMANEI E PART#:soo-Os03 EMS) CONTIGUOUS REGISTERS ERS NEED ONE CLEAN PAID ONE DIM Y (CLEAR INSET) FOR JEWELRY 8 PROVIDED AND INSTALLED 8Y ROSS FIXTURE VENDOR. POWER CIRCUIT CUSTOMER SERVICE COUNTER NEEDS TWO AC SYSTEM IS NT TOSS STORE PLANNING MILLWORK VENDOR. ( FRAGRANCE CASE (ON ROOF) MDP-6 CLEAN,TWO DIRTY AND ONE JEWELRY k FRAGRANCE CASE i e(ON ROOF) I(ON RDOF) UGONG(DO-2) LIGHTING CIRUI(ROUTED THROUGH EMS OUTPUT 12,SEE CLEAR INSET DUPLEX RECEPTACLE,15'A.F.F.U.O.N. TOSS RM1 AISLE PUN VINO CORRESPONDING BOSTON RETAIL MD" AC NOTE MGUNIING HEIGHT OF WALL PHONES IS GNEN AS A CLEAR c '�\_____ a SITE SPECIFlC MBB LOCATION AND CIRCUIT PUN FOR NUMBER a HEIGHT ABOVE THE FLOOR,THE CENTER UNE OF THE WALL JACK IS r� - GROUNDING CURES SITE-SPECIFlC LDBS-CONFIRM___ ®—_ _—_____—_—_—_—_—_ -4 INCHES HIGHER. ___--___--._____—_ _ _—1 PHASE WIRES(HO751 NEIRRALS ISOLATED EQUIPMENT $ �a 20A 20 AMP INDEPENDENT DEDICATED CIRCUIT DUPLEX RECEPTACLE,15'A.F.F.U.O.N. \-/ THAT THE APPROVED RA-1 PLAN IS IN USE AND �-B THAT THE EAcn-q E NOTE NCR-12 NCR-12 NO p TWO PLANS CONFORM. Maas ONE FASILWE MAIN DISTRIBUTION BOX ACCOMMODATES UP TO NOT USED NOT USED NOT USED �GFCI GROUND FAULT RECEPTACLE,44'A.F.F.U.O.N. LA-1 ® ,.. IA-13 TWELVE IN-UNE REGISTERS. ONE ISOLATED GROU (CLEW) I NOT USED NOT USED NOT USED 'HOMERUN'UNCTION BOX BY G.C.AT+12'ABOVE THE CIRCUIT 35 AND ONE GENERAL PURPOSE(DIRTY)CIRCUIT(CONSIDERED U 35 LA-33,NO 4-PIF7(RECEPTACLE,MOUNTING HEIGHT AS NOTED - A gBTRIBUROfN BOX OMERIUN FGBL CFO EHFMAIN AD CUSTOMER \ U'13 /,,,/// ONE'SEE OF CIRCUITS)IS REQUIRED FOR EACH THREE CONTIGU0II$ �37(yIp ) LA-3 NOT USED SERVICE COUNTER PNO CHECKOIIi COUNIE25. j `MIN+12'ABOVE MIN+12'ABOVE J REGISTERS.IF THE RA REGISTER SET OF C FORMAT IS OIFFFRFM I NOT 11SEp MIN+12'ABOVE THAN PROTOTYPE,AT LEAST ONE SE OF CIRCUITS IS REQUIRED FOR ROOF ROOF ROOF EACH THREE CONTIGUOUS REGISTERS PLUS AN ADDITIONAL/FUTURE ® HI AMP IN FLOOR SAFETY DUPLEX OUTLET WITH LOCKING BRASf,FLUSH I FASRANE NOTE:FASMNE'A'HOMEDUN CAlAES ARE TYPE SE IS ALWAYS REQUIRED FOR F11NRE EXPANSION OVER AND ABOVE: HINGE)COVER(INDEPENDENT DEDICATED CIRCUIT,10 GUNGE CURE) MC AND COMNN 19�10 PJAERICAN WINE GAUGE THE 1N USE'REQUIREMMENTS STATED ABOVE(5 SETS OF CIRCUITS HOMERUN(ABLE TYPE 10/8, 10/6,10/5 Cn 1 AND ONE JEWELRY GE LIGHTING CIRCUIT).NOTE THAT MAN 1101RlUX cal:uTalx: 25-- 5 '-P 30'row CONDUCTORS EACH(ONE PER EACH REQUIRED MOB).G.C. +12'ABOVE CEILING(UNLESS LOCAL CODE DO NOT ALLOW DISTRIBUTION BOX 12 CONTAINS A JEWEIiRY CASE LIGHTING CIRCUR _ _.I_: J MUST SIZE�'SITE-SPECIFIC CONNECTED JUNCT BOXES) Uj LIGHT SWITCH LOCATION,42'AF.F. (TO-THERMAL OVERLOAD) FOR SHE-SPECIFlCT MOBS;THE G.C.MUSE IN WITCH CASE MOUNT FLUSH TO CEILING),2' PUBUC NEW PAID CAN ONLY ACCOMMODATE NINE CONTIGUOUS REGISTERS. OBTAIN AND FOLLOW THE APPROVED RC55 B IN AISLE PLAN MONITOR DOWPRO OUTLET IS- BE LOCATED 22'-0'INTO THE O AND THE STON RENL SITE-SPECIFlC NOB INSTALLATION STORE APPROXIMATELY 10'-0'TO THE SIDE OF HE PIGGYBACK REGISTERS WHEN SHOWN ON THE APPROVED RN PUN: AND CIRCUIT(PUN.IF THE TWO PLANS DO NOT CONFORM STONER SERVICE COUNTER,POWER IS TO BEILOCAIED EACH SET OF CIRCUITS CAN FEED ONE PIGGYBACK(EITHER DOUBLE ® S 4- GROUND ROD I ! 1 IMMEDIATELY NOTIFY THE ROBS C.R.FOR INSTRUCTIONS. 1 ABOVE THE CEUNG GRID UNLESS LOCAL CODES,.DO NOT OR TRIPLE)CASH REGISTER.CALL JIM AUBURN:781-306-4110 to �7 ALLOW IN WHICH CASE MOUNT FLUSH TO CEILING(DIRK,U J 20,NON-DEDICATED,24-HOUR CIRCUIT,LP-P,VIM.) X W M Q SP SURGE PROTECTED 0A DUPLEX/MODEL LLL _ PASS&SEMOUR ZCA WPLEX/MOOR IG626205P ORANGE I 20 AMP IN FLOOR SAFETY DUPLEX '^ 20 PAIP IN FLOOR SAFETY DUPLEX CO OUTLET WITH OUTLET WITH LOCKING BRASS RUSH 3/4'DIAMETEit HOLE FOR PHONE (jJ It TELEPHONE 38'AT MANAGERS,58'A.F.F.AT SALES FLOOR(SEE 3/E3.0 I LOCKING BRASS FLUSH HINGED CANER(INDEPENDENT HINGED COVER(INDEPENDENT DEDICATED I 't e FOR ROUGH-IN),U.O.N.(NOTE SALES FLOOR PHONES ARE NOT PUBUC DFDMATED CIRCUIT,HO GAUGE CURE)(ALL) CIRCUIT,10 GAUGE WIRE)(ALL) COF ROLE LINE UNE,SEE PLAN FOR LOCATION �r r, PHONES AND AS SUCH MAY NOT BE REWIRED TO BE ACCESSIBLE; ( 1M18 LA-14 J ARCHITECT OF RECORD MUST VERIM.LOCATIONS SHOWN FOR CONCEPT MDP-10 ^ AND MUST BE VERIFIED THROUGH THE ROSS CONSTRUCTION RffRESENTATIVE PRIOR TO INSTALLATION.PROVIDE PLASTER RING AND _ _ _ _ +12'ABOVE CEUNG UP-PVM CONDUR WITH PULL-STRING STUBBED TO ABOVE CEUNG(TYPICAL GWB (( �` I---_—_—___-+-f2'AT iE-"CEpNG�AVM _\—_—_ _—__—_—I_—_—___—_—_ - _ _—_—_—_—_ —_—__-DUPCFX.24-HOUR,RED-(LP) _- 4- +13'-6' INSTALLATION OR SIMILAR PER MOUNTING CONDITION).COLUMN MOUNTED DUPLEX,24-HOUR,RED(LP) \ MR 22 AC �,p J NCR (V,L). �.J LAY-IN CMG. ®/ 8�1� LL DEVICES ARE TO BE FED CONCEALED FROM WITHIN TUBE,CONFIRM Q. \\ 1'-6' e7 ( I \ V W LOCATIONS AND PROVIDE FEED HOLES WRH PULL CURES. ROSS \�a(N I (l�N ROOF) INSTALLER CULL PROVIDE VINO INSTALL CURE,JACK AND PHONE , , J/4'DIAM HOLE FOR PHONE LA-11 ( UNE,SEE PLAN FOR LOCATION _Mj DATA OUTLET MOUNTING HEIGHT AS NOTED(VERFY.LOCATIONS PRIOR TO �ROSS FRONT END COUNTERS ARE +62-A.F.F.CENTER I Z W - BUZZER+12' INSTALLATNIN).PROVIDE PIASTER RING PAID CONDUIT WITH PULL-SIRING / �ON+12'ABOVE SUPPLED AND INSTALLED BY ROSS ( LINE OF HOLE ABOVE CEILING STUBBED TO ABOVE CEILING(TYPICAL GWB INSTALLATION OR SIMILAR PER I ®� ROOF L_ .._..-.. '- ON THIS SHEET. PUN AND RINN NOTES I PHONE W MOUNTING CONDITION). ROSS INSTALLER WILL PROVIDE AND INSTALL WRE &JACK. I (NOR-22 +58'A.F.F. B 1 MOUNT BUZZER(OR RINGER)ABOVE CEILING AT CUSTOMER SERVICE CANNIER AND OFFICE HALL WALL MOUNTED(+8'-0'AF.F.)AL,OTHER SWITCH ADJACENT TO BOTTOM OF PHONE I I I +12'ABOVE CMG,J-80% CAVITY ACCESS DOOR �, � Z B 2 LOCATIONS CONNECT TO PUSH BUTTON OF MATCHING NUMBER. 12OV,ZO AMP,POWER GIFDX-OU COUNTERS SOUND OF THE BUZZER(OR RINGER)FOR NUMBER 1 BUTTON MUST BE FOR DWRS(ALL),(TYP.OF 4) SUPPLED AND INSTALLED BY Q DIFFERENT THAN THAT FOR NUMBER 2 BUTTON.BUZZER(OR RINGER) I 12' ROSS STORE PLANNING SOUND LEVELS MUST BE ADJUSTABLE AND BE AUDIBLE WITHIN 75-FEE +1 HE CLING �1 OF LOCATION,24 CULT SYSTEM. 24 R U-22 ( Ur29 MILI.IYORK VEIIWR I. T.T.B. TELEPHONE TERMINAL BOARD - I 3 PHONE @ COLUMN �p9 PUSH-BUTTON+54'A.F.F.,USE WEATHER-TIGHT STAINLESS ME - I I , � I H , u ,1 u < M , E3.0 SCALE:• 1 PUSH-BUTTON AND STAINLESS MEL FASTENERS,EDWARDS jf852,(203) +12' LOIC, �I 12P/' NCR-2 F 4P --- 2 r/ • 2 699-3000.CONNECT TO MATCHING BUZZER NUMBER 50VA '(2 H UNO fiSus cONDurt,�A 'I J w-24 G L _31 sEElES1D R(l) VON DUPPoN MODEL 6211 ELECTRIC STRIKE WITH LOC1(NETICS(SCHUGE) Wr24 +48'SECLPott KEYPAD LP Y _ ( e ( rrrrre 701 RD MOMENTARY WALL SWITCH(800)950-4573. 1") ( ) Q ®® +12' HM �� 4 N ZON +48'SECURITY KEYPAD. PROVIDE J-BOX WITH 3/4'CONDUIT STUBBED ({ HR.,IA Ii � — - — _SECURRY KEYPAD RBS NNNUUNCCLA70R Mist h (I r j I , , M — — — — — — — TO ACCESSIBLE LOCATION ABOVE CEILING WITH PULL-SIRING.KEYPAD AND I` M BE SHOWN IN FINAL WORKING DRAMNGS WIRING BY ROSS INSTALLER. JUNCTION BOX,MOUNTING HEIGHT AS NOTED. 7 .... .-�_.. 1 -... _ ❑ .- __'•__.. ,.y - ETAS PEDESTALS.WITIi..IN STAB EOIIAL EOUPL CENT FlXTUREB 3 AT 7 C CONDUIT-SEE SHEET EAS1.0 I 0 J-BOX AT RFNR OF PARFvE ROOF WITH RUSH J-BOX AT REAR OF PARAPET ABOVE OF.WTIi +O8'FIRE DEPARTMENT () C OUR AND PEAL SIRING TO ACCESSIBLE LOCATION CONDUIT AND PULL STRING TO ACCESSIBLE LOCATION AY CLAM IDREPoOR OF STORE FOR ROSS LP BRACKET 7 TRANSFORMER,MOUNTING HEIGHT PS NOTED INTERIOR OF STORE FOR ROSS LP.BRACKET MOUNTED FOR DEVILS(TYP.OF 4) MOUNTED CAMERA,CONFIRM LOCATION WITH ROSS g CAMERA,CONFIRM LOCATION WITH ROSS CON!TMUC �I +15'iJ-BOX(LP-FAS) I i i CONSTRUCTION REPRESENTATIVE PRIOR TO INSTAILITIOH (f SURFACE MOUNTED DOME CAMERA REPRESENTATIVE PRIOR TO INSTALLATION. (`,\ o ------------------------ _ FIRE DEPARTMENT PNNUNCWTOR SURFACE M -j= ------ \ / i - DOME CAM _.------ T--__ SURFACE DONE p 8 ICAMERA ❑ I ❑ ° ❑ ❑ ❑ Imo. _INSTALLED_ _ __ —----�--'-—-—-—-. Project number 9903 ® PHOTO DELL ------ ------- ---- --T------------__ ______ 1 _ POWER; SIGNAL AND TELEPHONE PLAN Date 11/3/2014 Drawn by DMB _ Checked by T�/ - SCALE: t/8" = 1�-0,. MOTOR CONNECTION I -- DISCONNECT SWITCH x oFRI e t o t 5 25 PLAN®NORTH a 1 E3.0 ® UNE-VOLTAGE THERMOSTAT / \ CE� 6 1. T45 SET MAY ff PTanm AT A TREIXIC2D SCALE .JJJ Printed POWER, SIGNAL, &TELEPHONE PLAN Scale As indicated s�oLLA e o �Eal RE �'ti 11- ❑ STgTE OF �qRY GLASSX ° .�wa�,.�wre�...nre�are�,.r.w.�wre«��.a"r..;�.��,"waa�.. ❑,.ww;^,„°re^.°�.°�.^"«�,�,:.°'°°°"°..".,..,a;m„,^^,�,;w�.;.e-.e..,...,.«,.y;�,�. ❑a �«N �" � ,J��COMcheck Software COMcheck Software Version 3.9.3 ti Interior Lighting Compliance " « �Exterior Lighting Compliance .. a, II �� 11 ❑.,�,a�N^„.e.,,a"n««,.w.�,«-,�«�,,..�w,,,�.,w,««,. a:,t°hlee..a�wld„e: ((3 3;c.,(a)350 KCMIL, Certificate pf°`"";„9„«:�.w««. .�.,....�«wa�. .rea��,. Certificate �z (1�3 C.SPARE W/PULLSTRING 20091ECC ., „ �,wn n„`.�,. ❑'w'wro,°,.=^".°,«"..."'.^'"'°�,°m^"«a w.".,.'^rem°°^^,«n.re;'^,.^"'e«=v;,«.«._;«,,. p°''^„ 20091ECC O U p r..eau;uz.amwna«erv,uawraeNr;kre'me°°reame°e,.^armnnmm°.^rere,am^ea m.'waa�.^°.aam^�°a pa unwe a.,M.uewa,x+um..w+"m^au^umm�. u« �;rea..,w"«p om;x.,,°w � Section l:Pro'ect lnmrmagon bni 1IXie,�„=„ate ❑„ s s^n«. w+ , «_ CONTRACTOR TO PROVIDE METER t L ❑ .. ."^remm=ww. . <, s R is ProJed mmrmaMor ed." a4T = e �°, " ry"w„ SOCKET AND ASSOCIATED MAIN DISTRIBUTION PANEL'MOP' le '° « „°.wnc, "�e '9'.c,eaPB,u . pau„" ENCLOSURE(S)AS REQUIRED 48OV, 3-PHASE,4-WIRE, 600A 2a 71s e.c.m«,a.n w=°�n� 1- wnv ", FOR CURRENT TRANSFORMERS , rem ap oaw re pM +.aw� «�«.„.,,.. °.,rr °�=ww, °wee„.,, ��,ra"w^,, �a.,m.re.w«s.,.;w.«w..,�,.,w.««..;.w.. Q O r AND METER PROVIDED BY MINIMUM 12" em,,,,.ero oM-„" e a. a„� p,ge,y„„,_,°«�„,,,, „«,„, uTIUTY. " LL 600A/3P 1 2 3 4 5 6 7 8 9 10 11 BUSSED SPACE Section 5:C-1,11 nc.Statement z¢CO 5aetian 2:Intenor Lighting and Power CaIculMlo E,«ec*+•' Sect on 2.Extenor L ghnng A-ISurf.ce Power Calcamtmr = 10CA 30A 125A 20A 15A 30A i5A 45A 30A 30A i5A p�.o-.e .^'®"""'°=oa"'°""'°"re""'"w"^'°°.'""e°„""r"^'rn. rn.°'°°°"°""re'"a;a"°'a+"°`^w.°„"®°°°'^'n'.°`""„"'",°'°""a"mia- M (3P OF C3P C3P (3P (3P (3P (3P C3P C3P (3P ^"'c ❑+A.pre;^w,.wn ;a,e, "«...w„.;ww. ay..wn rwwrvw.wwm,- nsse ❑ue";.n;rre-w,u w,w.. Tyler ykawi,w Mse +Uv+a Section 3:Interior Lighting Fixture Schedule p11iaie"'"teean`""panetlaBe1ip°'„"e1°ien""tro.me;�;«nomaeal. r «mw ,TM m a W I� CONTRACTOR TO PROVIDE " r. . x ❑❑o«««.°e="nec "r.,wwre..,�re.�w..;" ,«.„re.�„«,�. a°Iwo ' vJ p� CONDUIT TO 5'FROM 1-1/4"C,4#2,1#6(GND) secdo.5:ComPliane.Stammer( "°' 8O z J BUILDING FOOTING. z z V .wnnre..aw.m COORDINATE CONDUIT " N N o a reran.®re,w�« •..w ..m,p,«",.emrew,w�re.re.ne „"..„. acc ->.,,w.^-". .^".p , m"..re�wa«..,am„w.,«,.re.,n-,,,,.r.,,,.,,,aa..,.d..,,,",. v�,� REQUIREMENTS WITH LOCAL XFMR'T7' 'k a «,.«"...^wma.re,x«.„,z>o"wm�,nwnm. - aw°°«.«" „.'00B •w.°.,,A.�.,...«",. ..m«. ^,.".:«' ELECTRICAL UTILITY 75 KVA TAPPED CONDUCTORS off' r ,ne.w=wRe= Tau Section 3:Esmdw Lighhng Fixture Schedule PROVIDER. ti P� !L208Y/120 �TOSHALL BE LESS THAN ne "°n'°T NG czm M Section 4:Requirements Checklist F+a+ I ^r PER NECw.ams w, ,®I r ^reemnwe„pn PANEL M n; wm. p"°imet Tee 12.DEMAND era,se mnme spa wmrs-a COMPACTOR i i° > AC-1 AC-2 AC-3 AC-4 AC-5 AC-6 AC-7. METER °�°,;mom„;,"„„_""_^"•^,er°"^^^„°p°^w°.^^^a"e.�m..oea,.r�m,+ma .w.«"m °,.r" ,o.,s".":w.,<": '^°;"'°.°"`"°°"'w"°. W/ CURRENT TRANSFORMERS pa omw�+re."„.+a-;raw..wnuaswerA;wana°avaa"yme.amsm.m. Section 4:Requiremenm Checklist AW DIRECTED BY EQUIPMENT E„,,w«,,. ❑gRRrg wares,; PANEL r PANEL I MANUFACTURER 'LA' 'NCR' m"A'w�,u""°woo°"``rancwvov nQ.,a..:saran, �p'�"„n„."Q. 00wu -.r+roe wp«pem: rv.: r.nv � n.w pwt aearn, `a„a;. .�w000e nrcuivc a.ema..oear1e ruu.e.nwwoevcw.-sus.W,e ryc a,.,.«. w ra�xn.:uwae°cw.-aosae.aw«acvw-r°„.°w .r.zm. ".. °en P„e«.,"wz.,�ree,E�.aww_=we.«..w w. xru«aernewo°ocpw- w«ewn_aw.ro,.� .,, (SEC 1) (SEC 2) Q H LU 4492 4492 Z Z O O a j PANEL NOTES: 14 ONE LINE DIAGRAM 12 ENERGY CODE COMPLIANCE W Z 1. NEW PANEL CIRCUIT SCHEDULES TO BE TYPED,NOT HANDWRITTEN,ON PANEL MANUFACTURERS SUPPUED LU W TEMPLATE. 2. All PANELS TO BE IDENTIFIED WITH ENGRAVED PHENOUC RESIN PLACARDS. 0 2 Fn O 1/2"0 HILTI NIT HY 20 c D PANEL LA (2 SECTIONS) �. I 3x3x.25 STEEL ANGLE ANCHORS®8"D.C.YNThI O W INSTALL TRANSFORMER SHELF FURNISHED BY 2"EMBEDMENT ABOVE PANELS MANUFACTURER, HOLLOW CMU(USE HILTI INSTALLED BY CONTRACTOR HIT HY 150®GROUTED Service: 12O 208 Volts 3 Phase 4 Cabinets: Surface Mounted, NEMA 1 DOUBLE.LUGS ON SECONDARY SOLID LOCATIONS). J / SIDE OF TRANSFORMER INSTALL PER MANUF. Mains: 100 Amp Main Lugs Only Total Watts: 22,497 RECOMMENDATIONS DO CKT DESCRIPTION WATTS WERE BKR A B C WATTS WIRE BIKER DESCRIPTION CKF DO > MAIN DISTRIBUTION PAN EL'M DP'SCHEDULE - 3 1 SIGNAGE 500 8 ip 20 X 125 1P 20 EF-1 2 1 3 3 SIGNAGE 500 8 iP 20 X 125 1P 20 EF-2 4 1 480127N 3-P HASE 4-WIRE 10'-0"MAXIMUM DISTANCE B' 3 5 SIGNAGE 500 8 1P 20 X 125 1P 20 EF-3 6 600A FOR TRANSFORMER 7 LCP-1 500 IP 20 % 342 1P 20 WORK CAVITY LTS OUTLETS 8 _ PHASE CONNECTED SECONDARY FEEDERS 1 9 EMCP-1 500 1P 20 X 1200 1P 20 MICROWAVE 10 FEEDER-t DESCRIPTION A E C TOTAL AMPS(48OV) T-1 I 11 COMPACTOR CONTROLS 500 IP 20 X 180 10 1P 20 SALES FLOOR OUILEF 12 1 PANEL'HA' 12069 13332 13012 39313 47 _ JLA -1 13 RID RECEPT. 1260 1P 20 X 180 10 1P 20 SALES FLOOR OUFLEF 14 2 COMPACTOR 2500 2500 2500 7500 9 j 6 15 WH-1 2000 2P 30 X 180 10 iP 20 SALES FLOOR Ol1FIPT 16 __.. 3 XFMR TI'(PANELS'LA'&'NCR') 96C7 10965 9505 30077 36 3 j 17 1--- 2000 --- X 180 10 1P 20 SALES FLOOR OUTLET 18 4 AC-1 4709 4709 4709 14127 17 i 1 19 EWC 420 12 1P 20 X 500 12 1P 20 CCTV OUTLET 20 5 AC-2 3601 3601 3601 10803 13 - ? 21 SPARE 1P 20 % 1200 8 IP 20 ENTRY DOORS 22 6 AC-3 7479 7479 7479 22437 27 CMU R 23 SUMP PUMP 1656 1P 20 X 360 1P 20 REFRIGERATOR 24 7 AC 4 3601 3601 3601 10803 13 II 25 FRONT END GENERAL 360 10 tP 20 X 540 1P 20 TRAINING8 AG5 11634 11634 11634 34902 42 w 27 FRONT END GENERAL 360 10 IF 20 X 36O 1P 20 MUSIC AGING SPEAKERS 289 AC.6 7479 7479 7479 22437 27 F 29 ENTRY DOORS 1200 8 7P 20 X 1440 1P 20 MARKDOWN EQUIPMENT 3070 AC 7 7479 7479 7479 22437 27 -i31 EXIT DEVICE DOORS 100 iP 20 X 540 1P 20 RECEPT.RESIROOMS 32C .0 33 FROM END GENERAL PVM 360 10 1P 20 X 360 10 iP 20 FROM'END GENERAL 34 11 DEMAND METER 200 200 200 600 1 35 FROM END GENERAL 360 10 iP 20 X 540 iP 20 MANAGERS OFFICE 36C 72 PREPAREDSPACE(MIN 12) 2 37 JEWELRY CASE LIGHTING 360 10 1P 20 X 500 1P 20 HAND DRYER-MENS 381 39 VENDING MACHINE 500 70 iP 20 X 500 1P 20 HAND DRYER-WOMENS 40 TOTAL VA 71258 72979 71199 215436 (2)1/2.0 HILTI HIT HY 20 1 41 VENDING MACHINE 500 10 IF 20 X iP 20 SPARE 42 TOTAL KVA215 ANCHORS WITH 2"EMBEDMENT®9"O.C.VERTICAL®HOLLOW 4 43 NEON NICHE 500 10 1P 20 X iP 20 SPARE 44TOTAL CONNECTED AMPS 259 CMU(USE HILTI HIT HY 150® 2 I -- ----- 4 45 NEON NICHE 500 10 1P 20 X 1P 20 SPARE 46GROUTED SOLID LOCATIONS). ' "-" � L 47 SPARE IP 20 X 1P 20 SPARE 48 CENTER ON ANGLE LENGTH 49 SPARE 1P 20 % iP 20 SPARE 50 MMAAXXIIMUM TRANSFORMER 51 SPARE 1P 20 X IP 20 SPARE 52 V� WEIGHT=750 LBS DNOTE,D METER LOCATED IN LCP-1. TO TO TO 53 SPARE 1P 20 X 1P 20 SPARE 54 PANEL PANEL PANEL 55 SPARE 1P 20 X 1P 20 SPARE 56 'NCR' 'LA' 'HA' SIDE VIEW (N.T.S.) 57 SPARE 1P 20 X 1P 20 ISPARE 58 LU 59 SPARE 1P 20 X 1P 20 SPARE 60 61 SPARE IP 20 X iP 20 SPARE 62 2 63 SPARE 1P 20 X 1P 20 SPARE 64 65 SPARE 1P 20 J r 67 SPARE 1P 20 X X 7P 20 SPARE 68 \ 13 MAIN PANEL MDP SCHEDULE 11 TRANSFORMER WALL MOUNTING 10 ENLARGED ELECTRICAL ROOM 69 SPARE 1P 20 X 1P 20 SPARE 70 1/4"=1'-0" 6L9 m 71 SPARE 1P 20 X 7P 20 SPARE 72 73 SPARE 1P 20 X iP 20 SPARE 74 LOCATED LINE VOLTAGE THERMOSTAT d Q-A OFF,ON 75 SPARE 1P 20 X 1P 20 SPARE 76 LOCATE°IN EQUIPMENT Y CLOSET ONLY.NOTE LINE 77 SPARE 1P 20 X 1P 20 SPARE 78 VOLTAGE THERMOSTAT MUST 1/3-2/3-A 1/3 ON, 2/3 ON,ALL ON 79 SPARE IP 20 % 1P 20 SPARE 80 LLB U) BE SAT TO OPERATE EXHAUST BOSS DFSS FOR LESS STANDARD TEMPERATURE SENSOR REtpJIREMEN73 SENSOR FAN AT 68 f AND ABOVE 87 SPARE IP 20 X iP 20 SPARE 82 J ELECTRICAL CONTRACTOR MUST LOCATETEMPERATURE SETT SORS PER THE EMSDRAWINGS. SENSOR sRa MOUNTED ON 0-1 3 2 3-A OFF, 1 3 ON, 2 3 ON,ALL ON Q J /-/ / / 83 SPARE 1P 20 % 1P 20 SPARE 84 MO BOX tEGANG H 0-1/2-A OFF, 1/2 ON,ALL ON TO BOX REMARKS: TOTAL LOAD PHASE'A' 6667 -j < Tanis Location MoAWti Smfacei Molxd` FMi l4 d"cal MaurdedCeuice W'Re TYPe NcteS.: ON ch EXHAUST 0-1/3 OFF, 1/3 ON Imbalance% TOTAL LOAD PHASE'B' 7945 51kY1^akeeA-rx Qtxrez ao,raTez iBL" a93` 4^syare 'M1M1Yrery}Y' Sbt Uj LA-4 FAN EF-2 OriwaR ako s'anx 3 9 M A to B -16R TOTAL LOAD PHASE'C' 7885 Z WWhsh Iro sRarm Ma.xr LCP(DOI CONTACTOR) 0-2/3 OFF, 2/3 ON B to C IX 'A 7 ipmrle C to A -159. TOTAL LOAD All PHASES 22,497 V, 709'st rn9 Box RerlbN Tex} swt 9 N 62.4 AMPS ,'3meaniaal rasa:. NOTE:EXAMPLE CIRCUIT NOTE:PANEL'LA'IS TO PROVIDE A MINIMUM OF EIGHT(8)20AMP SPARE CIRCUITS AVAILABLE FOR FUTURE USE. Z t e'NUMBERING PER PANEL NOTE: DIAGRAM IS SCHEMATIC, SHOW CORRECT SWITCH TYPE AND QUANTITY. wteM r say.Flow-Cetdmn x xx 2 x 4 1 Bea,7W Ca W boe w th In 10'of P9' 93 A.F.F. SCHEDULE LA x x x 2 xn13.a.TSP amcye fbexce27 Tel ayA86te alas r• x x 2 xg1R37w- 9 PANEL'LA' SCHEDULE stocacTmm-N9B x x x _xC, a.1C EIR.nexl a3 nzrtraoar 6 EF-2 EXHAUST FAN 7 SWITCH LEGEND x x x 2 x x,SL3.T5A JAxlen next W nzroToaor Vwmen's Flat Roam-u'� x x x xA,eCa 15A tAweRaaaerlsn wa1a1&1oa1M3Na,; LENNOX TEMPERATURE SENSOR, CCPAC; RCUGH-IN,PIPE WIRE PANEL NCR Ma er.amry-meH x x x xwlx TSP xmn.xtmn;emrarELEC.rn»mlde Panel x x x r,o xi,SLa. MVJFR nexa ru hymro3ar. AU OMATI FINAL MOUNTING 8:TERMINATION BY(MOUNT T SINGLE AUTOMATION CO. W.T.F. MotJNnNG HEIGHTS: (MOUNT SINGLE t i ca.narrx. x xe,sce,TSP A2uFa next P3 hRmraaar GANG RING VERTICALLY) Service: 120/208 Volts 3 Phase - 4 Cabinets: Surface Mounted, NEMA 1 Mains: 100 Amp Main Lugs Only Total Watts: 7580 TO OTHER LOADS KF DESCRIPTION WATTS WIRE BKR A B C WATTS WIRE BKR DESCRIPTION CM /A ELECTRICAL GUTTER 1 SENSORMATIC EQUIPMENT 300 IP 20 X 300 IP 20 SENSORMATIC EQUIPMENT 2 V✓ SUPPLIED AND SIZED BY TO OTHER LOADS 3 CASH OFFICE RECEPTACLE 180 1P 20 X 360 1P 20 MANAGER'S OFFICE RECEPT. 4 1 TEMPERATURE SENSOR ROUGH-IN INSTRUCTIONS ' CONTRACTOR NYLON BUSHINGS 5 MANAGER'S OFFICE RECEPT. 180 1P 20 X 360 1P 20 MANAGERS OFFICE RECEPT. 6 NO EXCEPTIONS. BY E.C. 7 EQUIPMENT CLOSET RECEPT. 360 1P 20 X 360 1P 20 EQUIPMENT CLOSET RECEPT. 8 TO TRANSFORMER 7-7' USE STRUT'&STRAP e/ 1!B ABOVE TO LIGHTING AND OTHER TO SECURE CONDUM 9 CHECKOUT REGISTERS 360 10 1P 20 X 360 10 1P 20 CHECKOUT REGISTERS 10 LLS '� SUPPLIED Bf CONTROLLED LOADS 11 CHECKOUT REGISTERS 360 10 1P 20 % 360 10 1P 20 CHECKOUT REGISTERS 72 E.C.1-1/2' 13 DATA CIRCUIT PAR ELECT RM. 360 12 1P 20 X 360 10 1P 20 CHECKOUT REGISTERS 14 1. FEm TUNER LAMP 2 LWP BW.AWS 1-1/2"EMT FOR 15 FACP 500 12 1P 20 X 500 1P 20 EQUIPMENT CLOSET RECEPT. 16 INNER 11YU OUTER FOUR WIIN ONE dRWR .E ILL- LCP SW1iCJ1 a-50x LEIS LAMPS f LUIP BALLAST itl AST SNOCVEN O�`VIA EWDD-7. .IA (001) NOTE:EXAMPLE CIRCUIT ALL UNE/LOAD MU4 L6W VOLTAGE 17 BURGLAR ALARM 300 12 iP 20 X 360 1P 20 CASH OFFICE OPERATIONS 16 TS 1/2 THE 4 LAMP POWER,CINXg1 TWICE 39 NUMBERING PER PANEL ROUTE HERE CABLE 19 CELL BACK-UP 180 12 1P 20 % 720 JP 20 LOSS PREVENTION RECEPTS 20 A IU-s(2-LMP) 3(a-LAP) AS AxY 2-LAMP 9NLASIS ON ONE CIRMR. SCHEDULE HA. 21 PROCESSING REGISTER 180 1P 20 X 720 1P 20 LOSS PREVENTION RECEPTS 22 Cta� CONDUITS AS REQUIRED 6'AF.F. 78'A.F.F. 23 SPARE 1P 20 X iP 20 SPARE 24 2 99 OUTF t(a-WLP B F AtiTs E R TWIT switch b-50% WRS LAMPS 2'EMT.INCREASE dRCUIS Fat A DF FIXTURE ftOW9, CONDUCTOR SIZE IN 25 SPARE 1P 20 % IP 20 SPARE 26 THEDA ED'M LCP,D0 -2.LE M-I,J N THE WMPLE SHOWN. ACCORDANCE WITH NOTE NCR MDP EMCP-1 27 SPARE 1P 20 X IP 20 SPARE 28 M- � WaNWHIPS3 HaIE RUx ITT END a Raw NFMEST 8 OF NEC TABLELA LCP-1 HA (24V FEED VlA LCP) 29 SPARE iP 20 XiP 20 SPARE 30 ¢EC.RR.AT LCP. 310-16. PANEL 120 V (120V F®) PANEL 480V 31 SPARE iP 20 X 1P 20 SPARE32 UF.TIP. 35 SPARE 1P 20 X 1P 20 SPARE 36 s-SATELLITE EL HA-5,1,3 IN THE EXAMPLE SHOWN. 33 SPARE IP 20 X 1P 20 SPARE 34 4. 84ME PHASES AB,COF PAN LASSUMING 4 PROCESSING ROOM FIXTURE DETAIL THAT INNER(2-1-AMP)dRCURS WILL BE a—HINGES MUST BE 37 SPARE 1P 20 X 1P 20 SPARE 38 TURNED OFF WHEN GtU1ER BALLASTS ME ON ON LEFT SIDE. 39 SPARE _ 1P 20 X 1P 20 SPARE 40 I.E ALTERNATE TIE PHASE THAT THE INNER 41 SPARE iP ZO X 1P 20 SPARE 42 Project number 9903 BALLAST CIRCUITS CORRECT To FOR EACH HA LCP(002) ° DA11PtF CIRCUIT H13(INNER LAM FOR 33%UGHING), CONNECT TO FOR EACH THREE CIRCUIT CROUP. 2 UPPER LAMPS REMARKS:PROVIDE INSULATED AND ISOLATED GROUND BUS.. TOTAL LOAD PHASE 'A' 2940 Date 11/3/2014 AND LU-t,3(auTER IMPS FOR sax IxgRWG). 5. �SEPARATE,DEDICATED e�NCER NOTE:EXAMPLE CIRCUIT 31e EMF CLEAN POWER. TOTAL LOAD PHASE 'B' 3020 Drawn by DMB sIMDRIY HA s INNER(mASE C);43 OUTER(PIUSER A B). AND CIRCUIT FOR: NUMBERING PER PANEL LOW VOLTAGE TO EMCP-1 CAUIIOtk LOW Imbalance R TOTAL LOAD PHASE 'C' 1620 HA SCHEDULE HA. VOLTAGE SECTION A to B -37 OFFICES IJ GEE aNCASTs(MANAGER, NO EXCEPTIONS. Y TV dYStl,LWNGE,LMllS). 4 B to C 46% TOTAL LOAD ALL PHASES 7,580 WAIFS NEXT GRa1R(OVERCREW LUMP(INNER LAWS C ON I'WSE e), LOWER LAMPS FLOOR PANEL FEEDER FLOOR C 1.A 45R 21.1 AMPS AND FM-7,1,(OVER LIMPS PIU5E8 A C). aF10Es-OVIFR BKluls. LCP(DOB) PROCESSING RDaI_ALL �:�.E4,.0... 8 PANEL 'NCR' SCHEDULE Printed 2 MASTER/SATELLITE CIRCUITING 3 VALANCE FIXTURE DETAIL 5 TYPICAL PANEL MOUNTING PANEL SCHEDULES, SWITCH LEGEND & DETAILS Scale As indicated c�LONA F o-EGT RF G L 1 814 (i- o SrgTf OF roes CRY GL 277VAC/12VAC TRANSFORMER POWER FROM A 24 HOUR EMERGENCY (ALARM LOCK PART#277-12) UGHTING CIRCUIT(CRITICAL POWER) U w H 12 VAC O y PROVIDES OVERRIDE TO DELAYED— EGRESS WRING FIRE ALARM ui FlRRELAYRM MODEL 715 CONTROL BOX G m (PANEL) O �CONCEALED ARMORED CABLE rn— 5 CONDUCTOR 22 AWG(SUPPLIED) N y c 1. THE ALARM LOCK DELAY EGRESS DEVICE ISTHE HIGHEST QUALM,MOST DAY.IT 6 r MOST Q RELIABLE DELAYED EGRESS DEVICE AVAILABLE TO THE COMMERCIAL MARKET TODAY.R HOWEVER A DEVICE THAT MUST BE KNOWLEDGEABLY INTEGRATED BY THE ARCHITECT AND ENGINEER-OF-RECORD WITHIN THE DESIGN OF THE BUILDING FIRE ALARM AND ELECTRICAL SYSTEMS AS WELL AS THE DOOR O }� AND HARDWARE SYSTEMS.ADDITIONAL INFORMATION ABOUT THE DEVICE AND ITS INSTALLATION MAY BE rr} OBTAINED FROM THE CONTACT LISTED ON PROTOTYPE SHEET AO.O. ^ m 2. THE DELAYED EGRESS SYSTEM MID ASSEMBLIES ARE TO BE THOROUGHLY AND CORRECTLY L.L O¢V o (VON DUPMN EPT-10)POWER TRANSFER FR(NI DOOR PRESENTED IN THE PROJECT CONSTRUCTION DOCUMENTS BY THE ARCHITECT PAID O d TO FRAME SUPPLIED BY CONTRACTOR NOTE:FRAME ENGINEER-OF-RECORD. � y PAID DOOR MUST BE PREPARED FOR 7HIS HARDWARE QJ ap uj 3. THE DELAYED EGRESS FUNCTION OF THE DEVICE WILL NOT FUNCTION PROPERLY UNLESS THE DEVICE S CORRECTLY CONNECTED TO A FIRE ALARM/SMOTE DETECTION SYSIETA.BORN THE FIRE 8O Z N NAM AND SMOKE DETECTION ARE REQUIRED BY THIS PROTOTYPE. /1 4. WHETHER OR NOT THE FIRE ALARM SYSTEM DESIGN IS UNDER THE SUPERMSION OF THE `J LANDLORD'S ARCHITECT-OF-RECORD,THAT ARCHITECT OR IN THE ABSENCE OF THE ARCH=,THE LANDLORD,IS RESPONSIBLE TO ENSURE THAT THE DELAYED EGRESS DEVICE AND SYSTEM ARE COORDINATED WITH AND CORRECTLY SHOWN AND IDENTIFIED IN THE FIRE ALARM CONSTRUCTION DOCUMENTS. 5. DETAIL I PROVIDES A TYPICAL INSTALATION DIAGRAM OF THE DEVICE AT A TYPICAL EGRESS DOOR. HIDDEN WIRES IN DOOR 6. DETAIL 2 SHOWS A TYPICAL WIRING SCHEMATIC FOR THE DEVICE 7. THESE DETAILS AND THIS SHEET ARE PROVIDED AS A CONVENIENCE TO THE LANDLORD AND ARCHIECT-OF-RECORD.IT IS NOT TO BE ASSUMED THAT THESE DETAILS AND THE TYPICAL ASSEMBLY j DOOR SIGN(SUPPLIED) ILLUSTRATED GIVE A COMPLETE AND ACCURATE REPRESENTATION OF THE INSTALLATION APPROPRIATE FOR THE ACTUAL CONDITIONS OF THE SITE-SPECIFIC PROJECT. 8. CAUTION:THE DEVICE,IN PARTICULAR THE SIGNAL PROCESSOR,CAN BE DAMAGED OR DESTROYED IF INSTALLATION IS ATTEMPTED BY A NOVICE INSTALLATION,ON PARTICULAR ALL ELECTRICAL CONNECTIONS,MUST ONLY BE PERFORMED BY AN EXPERIENCED,QUALIFIED AND TRAINED TECHNICIAN. CONCEALED WIRING DETAIL 9. ALL DELAYED EGRESS DEVICES,10-15 SECOND DELAY,REWIRED FOR THE PROJECT TOGETHER WITH ALL RELATED SYSTEMS,REGARDLESS OF THE DESIGN AND MSTAIIATION RESPONSIBRITIES,MUST N BE COMPLETE,FULLY OPERATIONAL AND FUNCTIONING AT THE TIME OF PROJECT DELNERY ANDTURNOVER Q MORTISE 7-PIN CNNDER SUPPLIED BY GENERAL CONTRACTOR,INSTALLED BY AN EXPERIENCED, QUALIFIED AND TRAINED TECHNICIAN Z Z O O TYPICAL DEVICE INSTALLATION ISOMETRIC m to w z w O 2 m U > yy U 12 VAC 120 OR 277 VAC O O SHUTDOWN JUMPER(1) 277 VAC/12 VAC TRANSFORMER (ALARM LOCK PART/277-12) O O ® O ISI O ❑ YDFA12 jA(C� :S4 DBOLT ❑p7 SMOKE DETECTOR LOOP(2) END-OF-UNE RESISTOR(2)—(�FlRE PANEL(3){ O Co l co FlRE MPRM RELAY (N/C) WIRE ENTRY HOLE WIRED TO FIRE ALARM PANEL PROVIDES OVER-RIDE SOLENOID PLUNGER C) ® RED ®1 RTO E OLS DELAYED EGRESS DURING FIRE ALARM. IF ONE FIRE - 1 8 A Q O RELAY CONTR MULTIPLE UNITS,YOU MUST MAINTAIN a, TE FiDOBLE CONDUIT(SUPPLIED) BLK (D2 POLARITY(I.E.YOU MUST TIE ALL TERMINAL 59V ALKALINE BATTERY(4) O O GRN ®30 CONNECTIONS AND ALL TERMINAL 6 CONNECTIONS > S, TOGETHER). MM ORN ®5 O uj > W 0 LOCK ASSEMBLY p TS2 uj LED (AC ON/UNIT ARMED) ® W y) 5-CONDUCTOR,$22AWG a S J CONTROL BOX Co W LLL WIRED PAID CONNECTED TO PANIC DEVICE BY ELECTRICAL CONTRACTOR Z IL D KEY NOTES, Co L> (1) REMOVE JUMPER FOR TWO-MINUTE&ARM SHUTDOWN Co ® � I— SM IF SMOKE DETECTOR IS USED,REMOVE END-OF-UNE RESISTOR AND INSTALL AC ROS$ SMOKE-DETECTOR TERMINALS (3) REMOVE JUMPER IF CONNECTING TO FIRE PANEL OR REMOTE NORMALLY-CLOSED KEYSWITCH. (4) BATTERY MUST BE INSTALLED,HOWEVER DO NOT CONNECT BATTERY UNTIL AC POWER IS APPLIED. 2 TYPICAL DEVICE WIRING DIAGRAM LLI DE1.0 SCALE:N.T.S. Project number 9903 Dee, 11/3/2014 Drawn by DMB Checked by T/ 'DE1.0 Printed _._ DELAYED EGRESS DEVICE AT DOORS scale AsindiCeted S\ONA F EAS CONDUIT LEGEND ° �.E�1 A PEDESTAL TYPE A (PRIItIARY W�ill'i �tANDAfdf FEED TEIIWPUTE 81 3/4'UNDER-SLAB CONDUIT WITH I I 1 THIS IS A PLAN VIEW OF THE TYPE A PEDESTAL PRIMARY WITH SECONDARY FEED BASE. IT SHOWS THE PLACEMENT DEDICATED LP EAS,PHASE MATCHED,20 AMP.12OV. ( ) 24 HR CIRCUIT WIRING FROM J-DOX TO PEDESTAL qTf OF AP REQUIRED FOR THE TWO 3/4" CONDUIT STUBS NEEDED AT THIS PEDESTAL. STUBS ALL PROVIDED AND INSTALLED BY LANDLORD'S cq� \�g G.C.PRIOR TO PROJECT TURN-OVER. ,(L ----- 314'UNDERSLAB CONDUITS WITH PULL-STRINGS AND 1 STUBS INSTALLED BY LANDLORD'S G.C.PRIOR TO INSTALLATION OF UNDER SLAB ELECTRONIC SURVEILLANCE CONDUITS IS BY LANDLORD'S GENERAL CONTRACTOR COMPLETE AT PROJECT TURN-OVER AND READY FOR INSTALLATION OF LOW VOLTAGE EAS WIRING BY TENANT'S LOSS TURN OVER. INSTALLATION OF PEDESTALS AND LOW VOLTAGE WIRING IS BY TENANT'S LOSS PREVENTION VENDOR AFTER PREVENTION VENDOR TURN-OVER. �0 � U Q rn w o Q m mQ OR <20 o>m DIMENSi M ARE VERY C RTICAL =W s m� `o 0 8 rWI� c z r= 0 18" inside face of door or vestibule N 3/4, 3/4, F• € € € - - - - 3'-O'xFOR CU OBSTRUCTION _�.•. .•.R• 'T•. • ••.� ZONE FOR SECURITY i MWUNC".MUST BE SHOWN W I" FINAL WORKING DRAWINGS - OO +48'SECURITY KEYPAD(LP) AiI LU I +15'J-BOX WITH 3/4'CONDUIT STUBBED TO T 3/4'UNDERSLAB CONDUITS WITH PULL-STRINGS AND O n ACCESSIBLE LOCATION ABOVE CENNG WITH I'STUBS INSTALLED BY G.C. PULL-STRINO AND LP CIRCUIT WIRING IN PUCE BY O O G.C.FOR NO ARTICLE SURVEILLANCE SYSTEM O O (ROSS LP) DEDICATED LP EAS,PHASE MATCHED, 20 MAP,120V. 24 NR CIRCUIT WIRING FROM J-BOX TO PEDESTAL +48'FIRE DEPARTMENT ANNUNCIATOR STUBS BY C.C. Go z z O O H rn a j 3/4" CONDUIT WITH 1"STUB AND PULL-STRING FOR LOW VOLTAGE PEDESTAL v INTER-CONNECTION TO PEDESTAL B (SECONDARY PEDESTAL). CONDUIT AND o z PULL-STRING BY LANDLORD'S G.C. PRIOR TO TURN-OVER; LOW VOLTAGE z LU 2 WIRING BY TENANT'S LOSS PREVENTION VENDOR. 0 0 U 3/4" CONDUIT WITH 1" STUB FOR G.C. INSTALLED 3-WIRE, 120VAC U DEDICATED LP, PHASE MATCHED POWER WITH ISOLATED GROUND. RUN CONDUIT WITH PULL-STRING FROM J-BOX LOCATED IN STOREFRONT WING WALL. ALL CONDUITS TO STUB UP AT PEDESTAL LOCATIONS WITH 1"AFF STUBS. DIMENSIONS AND LOCATION ACCURACY ARE CRITICAL. CONDUIT AND 120VAC WIRING BY LANDLORD'S G.C. PRIOR TO TURN-OVER. 1 EAS INSTALLATION DETAIL TYPE A BASE NTs 3 SENSORMATIC VESTIBULE ENTRY CONFIGURATION N.T.S. PEAL TYPE 8 (SEWNN?I TEMPLATE THIS IS A PLAN VIEW OF THE TYPE B PEDESTAL (SECONDARY) BASE. IT SHOWS THE PLACEMENT REQUIRED FOR THE SINGLE 3/4" CONDUIT STUB NEEDED AT THIS PEDESTAL. INSTALLATION OF UNDER SLAB ELECTRONIC SURVEILLANCE CONDUITS IS BY LANDLORD'S GENERAL CONTRACTOR COMPLETE AT TURN OVER. INSTALLATION OF PEDESTALS AND LOW VOLTAGE WIRING IS BY TENANT'S LOSS PREVENTION VENDOR AFTECIO R TURN-OVER. co to J e Uj 18"to inside face of ELECTRONIC ARTICLE SURVEILLANCE (EAS) INSTALLATION GUIDELINES: a p 0 door _J Q 3/4' 3/4" 1) THE OPERATIONAL EFFECTIVENESS OF THE EAS SYSTEM DEPENDS ON THE CORRECT PLACEMENT OF THE PEDESTALS. LU O in EACH PAIR OF DOORS IS PROTECTED BY A PRIMARY AND A SECONDARY PEDESTAL (OR SHARED SECONDARY WHEN ENTRY (f) I AND EXIT ARE SIDE BY SIDE) THAT ARE SET NOT MORE THAN 5'-2"APART. ALL NEW STORE INSTALLATIONS MUST BE . LJJ Cl) REVIEWED AND APPROVED BY THE TENANT'S LOSS PREVENTION VENDOR. SEE CONTACT INFORMATION BELOW. VERIFY EXACT J LOCATIONS OF PEDESTALS WITH ROSS STORES CONSTRUCTION REPRESENTATIVE. LL 2) THE SENSITIVITY OF THE SYSTEM REQUIRES THAT ONLY PHASE MATCHED POWER BE USED IF THE SYSTEM IS TO J W z n FUNCTION CORRECTLY. DO NOT PERMIT THE SYSTEM PEDESTALS TO BE CONNECTED TO ANY CIRCUIT EXCEPT A DEDICATED PHASED MATCHED LP CIRCUIT. DO NOT PERMIT ANY DEVICES EXCEPT THE SYSTEM PEDESTALS TO BE CONNECTED TO THAT — CIRCUIT. J ® U) CIO H Q Q (.� LU CONTACT INFORMATION: FREDDIE HERNANDEZ HAS BEEN DESIGNATED AS THE TENANT'S FIRST POINT OF CONTACT FOR THE INSTALLATION OF THE o E.A.S. (ELECTRONIC ARTICLE SURVEILLANCE) SYSTEM. HE CAN BE REACHED AT HIS LOCAL OFFICE AT (209) 200-5269, o AND BY EMAIL AT FREDHERNANDEZ®TYCOINT.COM. IN THE EVENT HE IS NOT ABLE TO BE REACHED ESCALATE THROUGH 3/4" CONDUIT WITH 1" STUB AND PULL-STRING FOR LOW VOLTAGE PEDESTAL JOHN DEYOUNG, ROSS LOSS PREVENTION MANAGER, AT (925) 965-4563 AND JOHN.DEYOUNG®ROS.COM. INTER-CONNECTION TO PEDESTAL A (PRIMARY PEDESTAL). CONDUIT AND u PULL-STRING BY LANDLORD'S G.C. PRIOR TO TURN-OVER; LOW VOLTAGE WIRING BY TENANT'S LOSS PREVENTION VENDOR AFTER TURN-OVER. I DIMENSIONS AND LOCATION ACCURACY ARE CRITICAL (V DIMENSONS ARE VERY wnCAL Project number 9903 Date® 11/3/2014 Drawn by DMB Checked by TV 2 EAS INSTALLATION DETAIL TYPE B BASE 5 EAS INSTALLATION GUIDELINES lEAS1.0 F.S. N.T.S. PrintO EAS INSTALLATION DETAILti: Scale' As indicated i---� -� C ZSAONAl FN 1 ® E G � F G1sTeA2Fo cyF (; ) e / T a z ) 1�77 12/10/2014 I �o Q 6"SAId17 SEWER. REFER TO_-_-- ��- =---- < 0.~�' SITE UTILITY PLAIDS BY CIVIL Q o ENGINEER FOR CONTINUATION. 4"STORM DRAIN. REFER _-- � - Z Q-- LL ❑} TO SITE UTILITY PLAINS BY _-��-�------- Q CIVIL ENGINEER FOR Q r m BOLLARDS- COAT NUAT ON. EXTERIOR CLEANOUTS COORDINATE ARCHITECT pU c U o I V. } I b SEE 13.D FOR CONTINUATION 1 _ h B"INCOMING FIRE PROTECTION I E SERVICE,FIRE PROTECTION CONTRACTOR SHAll PERFOR 4 7 2" MING DOMESTIC j ( 1 HYDRAULIC CALCULATIONS TO WA SERVICE VERIFY EXACT SIZE REQUIRED. rt - I I i o I _ / d T STE,'RIRILLtt PLANS BY 1H I; _______1 _--i _- STIC --WATER) MOUNT®1�"AF Y "__ L - / C L ENGINEER FOR Ii .� J_-- F j — t C,M �_.________.- -._ __-__ _____ _____ _____ _____/ _____ ______ _____ __-__ l' M' 1 i ; METER I - -� � _ MOUNT 6 36°AF.G. 1 Z 2"DO EEE / - - - _ 1 - O I C ULI 1 r� -- CWa.n SP IN JOIST CW ', r-_- � CW CW 8.Rp 8"ORD WATER MOTOR I; - A ! _C. I S I 8"ORD R-__ \ R hr-'i-JJ� U ERSIAB 1 4!II 4"121 4" - r�3 42°�'T LAND SLAB 8' H ___ .______ SLOPE®1$ L �I 11 1 B I _- ---------- 1V__�_ I� HW PICAL I ALARM BELL. ,1� 1 8' �� _ ______ __ Lr 11 1 B I 1Hi ) I Z Z WALL POST hI _ IL PROVIDE TRAP t I `- '- i �I--. � ��L __.— ! CLEAN OF I o 0 INDICATOR _ I� -' I F- 5 SPRINKLER RISER WITH ALL C I L I P +� _ DWG TO ACCESS VALVE _ 'LILY REQUIRED ail `s 1 1 y M_ N 1/�V DRNN a LU I ALU PPURTENANCES. q r1 L 4 I \` ( U a' SIFMESE FIRE DE 7 4" 2 N 4 II rn 4" 2"VIR U F ULU CONNECTION. Z i SLOPE 02E SS SS Z g f a o (1TYPICAL> 1 it j p \I�� ! / r w Y a l i 1 1 - I Si ck- 1 I - I I I 2"`2 I ?' ............... .."................."............". ..""........._"....- ...............�...• 3______ ,� 2 '1 ,,.,.....,.«�.,.e..n�.«....«.s DIN �--__ -_ _ - - -. _- -_ _- - L , VALVES EXPOSED OR LOCATE WALL WITH ACCESS PANEL �\ -- == - -- -- -- - - - - - - - - - - 31 I I a III LU � o ENLARGED PLUMBING FLOOR PLAN PLAN NORTH ON 06 P1.0 SCALE: 1/4" = 1r-0" ® I.f ,^ V! 1 W O U) D > Q � ZED0 DRAINS CLEANOUTS & MISC. ITEMS BEQUALDPSUBSTITUTIONS WITH TOSS COAST. REP. APPROVAL - MARK ITEM MAKE MODEL LOCATION SIZE REMARKS �UJ � FD-1 FLOOR J.R. 2005 SEE PLANS AS NOTED CAST IRON STAINLESS SQUARE TOP-FIAT STRAINER WITH P050 1/2"TRAP PRIMER O Y Y J DRAIN SMITH SERIES STEEL PLUMBING CODED NOTES i�lf 00-1 CLFANOUT J.R. SERIES FLOOR TYPE AS NOTED CAST IRON STAINLESS IF CLEANOUTS ARE INSTALLED ON THE SALES FLOOR,INSTALL AT MAX.DISTANCE OF J SMITH SERIES STEEL 100 Fr.OR LESS AS MAY BE REQUIRED BY GOVERNING AUTHORITY. 1 1 I LL CO-2 CLFANQUT SMITH SERIES WALL TYPE PS NOTED CAST IRON STEELNTLESS O) 6°SANITARY SEWER MAIN. VERIFY EXACT SIZE,LOCATION AND INVERT,REFER TO SITE UTILITY PLANS BY CIVIL ENGINEER FOR w CONTINUATION. STORE IS TO BE PROVIDED WITH A SEPARATE,INDEPENDENT AND COMPLETE CAST IRON PIPED SANITARY SEWER RD-1 ROOF J.R. TOTS AS NOTED CAST IRON ALUMINUM GRAVITy COLLECTION AND DISPOSAL SYSTEM TO THE POINT OF CONNECTION OF THE STORE'S COLLECTION LATERAL WITH THE SEE PLAINS WITH DECK CLAMP,ALUMINUM DOME AND DRAIN RECEIVER MAIN SEWER TRUNK LINE THAT STORE SYSTEM IS TO HAVE A MINIMUM SLOPE OF 1/4"PER FOOT AND IS TO PROVIDE A J DRAIN SMITH SERIES >I ORD-1 OVERFLOW J.R. 1070 SEE PLANS AS NOTED CAST IRON ALUMINUM WITH DECK CLAMP,ALUMINUM DOME,DRAIN RECOVER AND INTERNAL WATER DAM FULL FREE FLOWING SYSTEM WITHOUT INTERNAL SAGS OR BOWS THROUGHOUT. REQUIRED CLEAN-OUTS,IF ANY,ARE TO BE z M ROOF DRAIN SMITH SERIES LOCATED OUT OF CIRCULATION AND PUBUC AREAS WITH FLUSH STYLE COVERS. WHERE CLEAN-OUTS CAN NOT BE RELOCATED L ^ LL DO-1 DRAIN J.R. 1770T SEE PLANS AS NOTED BRONZE POLISHED PROVIDE THREADED PIPE CONNECTION WITH VANDAL PROOF FROM THE SALES FLOOR THEY MUST BE LOCATED(OR RELOCATED)OUT OF TRAFFIC AISLES(SEE FIXTURE PUNS)AND O OUTLET SMITH SERIES BRONZE SCREWS AND BIRD SCREEN INSTALLED WITH CONCEALED FLUSH COVERS FINISHED TO MATCH THE ADJACENT FLOOR COVERING. NO EXCEPTIONS. TW-1 TRAP PRECISION OREGON#1 SEE PLANS 1/2" - - OR EQUAL O INSTALL GAS METER PER LOCAL GAS COMPANY REQUIREMENTS. BUILDING GAS DEMAND=1,193 CFH. DISTRIBUTION } PRIMER PLUMBING PRESSURE AFTER METER=2 PSI PLUMBING CONTRACTOR TO PAY ALL FEES FOR GAS SERVICE. J TD-1 TRENCH AGO POWER DRAIN SEE PLANS 4° - - OR EQUAL Z DRAIN OJ 2"INCOMING DOMESTIC WATER SERVICE.COORDINATE WITH SITE UTILITY PUNS. RPBP-1 RP BACKFLOW WATTS 009-S-QT SEE PLWS 2" - - OR EQUAL J PREVENTOR O4 B"INCOMING FIRE PROTECTION SERVICE. O5 SPRINKLER RISER WITH ALL'UL'REQUIRED APPURTENANCES INCLUDING BACKFLOW PREVENTER,ALARM CHECK VALVE WITH W PLUMBING FIXTURES(NO SUBSTITUTIONS-NO EXCEPTIONS) WATER MOTOR ALARM BELL,REV.AND SIAMESE FIRE DEPARTMENT CONNECTION. MARK ITEM MAKE NAME MODEL TRIM TRAP STOPS CONNECTIONS REMARKS © DOMESTIC WATER METER WITH REMOTE REGISTER,INSTALL PER LOCAL WATER DEPARTMENT REQUIREMENTS. WASTE VENT HW CW P-1 WATER KOHLER WELCOMME K-4350 SLOAN INTEGRAL INTEGRAL 4" 2" - 1" FLOOR MOUNTED,FLUSH VALVE,WITH K-4670-C SEAT 0 THERMOSTATIC MIXING VALVE UNDER LAVATORY/LOCKER ROOM SINK,REFER TO DETAIL ON DRAWING P2. CLOSET 1.6 GPF 111-1.6 REFER TO NOTE 1&2 P-1H WATER KOHLER HIGHCREST K-4302 SLOAN INTEGRAL INTEGRAL 4" 2" - 1" FLOOR MOUNTED,FLUSH VALVE,WITH K-4670-C SEAT O8 FLOOR DRAIN WITH TRAP PRIMER VALVE. CLOSET 1.6 GPF 111-1.6 REFER TO NOTES#I,2,B,9&10. O WATER HEATER. REFER TO ARCHITECTURAL DRAWING A4.0 FOR SHELF SUPPORT DETAIL AND PLUMBING DETAILS FOR PIPING P-2H URINAL AMERICAN ALLBROOK 6541.132 SUDAN INTEGRAL INTEGRAL 2" 1-1/2' - 3/4" WITH WALL CARRIER.MOUNTED AT ADA HEIGHT,17'MAX. DIAGRAM. v, STANDARD ._1 REFER TO NOTE/1,2&6. ig P-3H LAVATORY AMERICAN LUCERNE 0355.012 HERITAGE NOTE#3 NOTE g4 1-1/2" 1-1/2" 1/2" 1/2° WITH FLOOR MOUNTED CONCEALED ARM WALL CARRIER,FAUCET TO BE WATER HEATER (EQUAL SUBSTITUTIONS WITH TOSS CONSTRUCTION REPRESENTATIVE APPROVAL) ACCESS PANEL STANDARD 4"CENTERS (0.5 GPM) 5402.172V.002 WITH WRIST HANDLES,REFER TO NOTE/1,2&7. 0 ROUTE VENTS AND WATER PIPING IN JOIST SPACE AS HIGH AS POSSIBLE. ROUTE TO SUIT FIELD CONDITIONS AND COORDINATE MOUNTED AT ADA HEIGHT,2'-9"A.F.F.TO TOP OF RIM MARK LOCATION MAKE MODEL TANK FUEL INPUT RECOVERY OPERATING ELECTRIC REMARKS WITH ALL OTHER TRADES. PROVIDE ADDITIONAL HANGERS,ELBOWS,PIPE,ETC.AS REQUIRED.ALL HOT WATER LINES MUST BE P-4H LOCKER ELKAY CELEBRITY GECR2521 AMER.STD. NOTE#3 NOTE y4 1-1/2" 1-1/2" 1/2" 1/2" DRAIN-JUST NO.J-35,CRUMB CUP. FAUCET TO BE(l7400.172H.002, SIZE TEMPERATURE INSULATED. ALL INTERIOR HOT AND COLD WATER PIPING IS TO BE COPPER(NO EXCEPTION)WITH COPPER OR BRASS FTFIINGS ROOM SINK HERITAGE GOOSE NECK WITH WRIST BLADE HANDLES.REFER TO NOTE#1,2&5 Al SHELF STATE PCE 10 10 GAL ELECT. 4.0 KW 16 GPH 120 F 208 1 60 AND LEAD-FREE SOLDER. A WATER FILTRATION SYSTEM IS REQUIRED WHERE HARD WATER CONDITIONS EXIST. // QUICK RECOVERY WATER HEATER-COORDINATE ELECTRICAL WTH E.C.T&P RELIEF P-5 JANITOR'S FLORESTONE TERRAZZO MODEL CENTRAL 3" 1/2" 3" 1-1/2" 3/4° 3/4" SERVICE SINK FAUCET TO BE CENTRAL BRASS,#0054-YELSRC-Q MOUNTED 1OMSA ®100 F VALVE WATTS NO.100XL-4-125 ACCEPTABLE ALTERNATES:A.O.SMITH,RHEEM OR 1 SHUT-OFF VALVES INSTALL IN ACCESSIBLE CEILING SPACE,PROVIDE ACCESS PANELS AS REQUIRED-TYP. SINK 36x24x12 #91 BRASS VALVES REFER TO NOTE 11,2&6 EQUAL.A SCEOND WATER HEATER WILL BE REQUIED WHEN LOCKER ROOM SINK OR TS-1 THERMOSTATIC SYMMONS MAXUNE MODEL - - - - - 1/2" 1/2" MOUNT UNDER SINK AT SET OUTLET TEMP TO 110' RESTROOM LAVATORIES ARE MORE THAN 60 FEET FROM THE WATER HEATER MIXING VALVE 7-225-CK LOCATED IN THE JANITORIAL CLOSET. 1® PIPING SHALL NOT BE INSTALLED IN EXTERIOR WALL OR IN ANY OTHER LOCATIONS SUBJECT TO FREEZING. NOTES: � TRENCH DRAIN WITH SUMP PUMP.SEE SUMP PUMP DETAIL ON SHEET P2.0. 1. INSTALL SERVICE,SHUTOFF&CHECK VALVES,COCKS,STOPS,AIR CUSHIONS,VACUUM BREAKERS,AND SAFETY DEVICES DRINKING FOUNTAIN (NO SUBSTITUTIONS - NO EXCEPTIONS) WHERE REQUIRED BY CODE,SPECIFICATIONS,OR OTLIWINGS. Pril number 9903 2. ALL CATALOG NOS.REFER TO AMERICAN STANDARD UNLESS NOTED AND ALL FIXTURES IN WHITE UNLESS NOTED. MARK ITEM MAKE MODEL TYPE NAME CAPACITY COMPRESS. CONDENSER HORSE ELECTRIC REMARKS 3. EXPOSED P-TRAPS TO BE 17 GA.CHROME PLATE WITH CLEANOUT AND ESCUTCHEON PLATE. POWER Date 6/6/2014 4. STOPS TO BE CHROME PLATED 1/2"ANGLE VALVE WITH CHROME PLATED 12"LONG,1/2"O.D. FLEXIBLE RISER AND DF-1H WATER HALSEY HACBLSS- WALL BI-LEVEL 8.0 GPH NONE NONE NONE NONE BARRIER FREE WITH WALL HANGER PLATE-NO SUBSTITUTION Drawn by ,Jw ESCUTCHEON PLATE. COOLER TAYLOR LR MOUNTED INSTALLED WITH ORIFICE AT+34"(LOW)AND+41"(HIGH). 5. ALL DRAINS AND WATER SUPPLY PIPING TO LAVATORIES TO BE INSULATED WITH'HANDI LAV-GUARD'INSULATION KIT BY Checked by SS TRUEBRO. 6. WITH FLORESTONE 24"HOSE AND BRACKET,MOP HOOK,AND 12"HIGH STAINLESS STEEL WALL GUARD. 7 SIN 8. AN%'TO AT THE FIXTURE MOUNTED FLUSH DESIGNATION WITH ANDICATLLS AND SAIUACDOA Fl%TEALANT APPLIED WHERE SINK MEETS WALL. 0 9. FLUSH VALVE HANDLES FOR ADA FIXTURES SHALL BE MOUNTED ON WIDE SIDE OF TOILET AREA. 10. PROVIDE SLOAN VBF-72-A FLUSH TRAP PRIMER WITH FLUSH VALVE DRAIN PIPES FROM TRAP PRIMER VALVES TO BE PITCHED 1/27°MIN.FROM VALVE TO FLOOR DRAIN. Printed 6/2/2014 4:46:58PM PLUMBING DIAGRAMS AND SYMBOL LEGEND scale As indicated ONAL FN 4� ��G\STE/�FO c2�A OUTSIDE AIRgJ aP P�0 INTAKE HOOD J. 1. DUCTWORK TO BE ATTACHED TO ROOF CURB ONLY. 14 SNF'P 11/3/2014 2. PRE-FABRICATED/INSULATED ROOF CURB PROVIDED BY EQUIPMENT SUPPLIER. CURB TO HAVE SOFT WOOD NAILER. CONDENSER COIL MINIMUM CURB HEIGHT IS 12". FASTEN CURB TO BUILDING 77 STRUCTURE. FASTEN UNIT TO CURB. ISOLATE UNIT FROM --- — ————————— U CONDENSER FAN(S) r ___ ____ Z w CURB WITH Yn"FOAM GASKET.PROVIDE COUNTERFLASHING. r r-- -----�� I � q RETURN DUCT UP _ 3. ROOF CURB FLASHING TO BE COMPATIBLE NTH ROOFING I I I THRU ROOF cc SYSTEM AND WARRANTY. / q EVAPORATOR COIL AND ai 2'IN_I5T 4. UNIT TO BE INSTALLED DEAD LEVEL I r '�s a s m a s s a I CONDENSATE DRAIN PAN SPADE ¢o O 5. RUN ELECTRICAL SERVICE UP IN CURB. I L lCj Q o r 6. TYPE L COPPER CONDENSATE DRAIN PIPE AND TRAP TO BE I I _ \\ // U I SUPPLY DUCT DOWN ®� FULL SIZE OF CONNECTION.SUPPORT PIPE EVERY 5'-0"ON BOTTOM POWER THIRD ROOF TRAP PRIMER m} ROOF USING MIRO MODEL 24-R PIPE SUPPORTS. OPENING I I 11 JJ I / \\ �I 1 f O a�' 7. PROVIDE HAIL GUARD OVER CONDENSER COIL ® w m� 8. NATURAL GAS NOON,(IF USED) BI HAVE SHUT-OFF VALVE,6" GgcO i��NEN�Vo� z^ TERHAMPERARRESTOR, �/ p a L---------- ----------- (1/ DRIP LEG AND UNION,SEE PLUMBING FOR PIPE SIZE. FLASH CONDENSATE DRAIN 5HUT-OFF VALVE,INSTALL i P.PP.5G SERIES,PDS. ®I•s- � PIPE THIRD ROOF. REF.AS INDICATED. �i -6 z 9. TRANSITION DUCTWORK TO UNIT CONNECTION SIZE. MAKE ACCE55 PANPI c AS REQUIRED %�' I'TO AND O J N ti CONNECTION TO CURB WITH FLEXIBLE CONNECTORS. -TYR Cn. FROM HW-I TRAP PRIMER VALVE 10.FIRST 10'-0"OF SUPPLY AND RETURN DUCT INCLUDING FIRST ROOF CUR ROOFTOP UNIT:::, 112"B 'LOAN MODEL VBF-12-A I ELBOW TO HAVE 1"THICK INTERNAL ACOUSTICAL OWING.DUCT FLUSH VALVE TRAP PRIMER FLOOR '� SIZES SHOWN ARE NET INTERIOR CLEAR DIMENSIONS. WITH 1/2°DRAIN r0 FLoaR O 0 ,q' n" DRAIN,TPICAL OF 2. 11.ELECTRICAL DISCONNECT SWITCH PROVIDED BY OTHER,REFER. FLEXIBLE DUCT 'A' A 3/4 -IH TO ELECTRICAL. FACTORY SOFTWOOD CONNECTOR C�' 1. /ylp NAILER STRIP UNIT BASE 12.OUTSIDE AIR INTAKE TO BE MINIMUM OF 10'-0"FROM ANY P3H "3/4P-IH �S - COUNTERFLASHING ROOF CURB / 3/4 I EXHAUST OUTLET OR PLUMBING VENT ON ROOF. � o CANT STRIP �q 3/4' ' 13.MAINTAIN ALL SERVICE CLEARANCES AS REQUIRED BY -------———-- THM�IW'VA-VE 1 EQUIPMENT MANUFACTURER. ROOFING MATERIAL, MEET A55F 1010 P-2H P-I /4° ROOF STRUCTURE,SEE SEE ARCHITECTURAL- STANDARDS-TYP. 3/4' 14.PROVIDE I Yt"THICK RIGID INSULATION ON ROOF DECK INSIDE STRUCTURAL PERMANENT ROOFING BY OTHERS. ROOF CURB FOR SOUND PROOFING. 15.DUCT SMOKE DETECTOR IN SUPPLY DUCT WHEN SYSTEM IS I pi 0 0 SHUT-0FF VALVE,INSTALL IN w OVER 2000 CFM.PROVIDED BY ELECTRICAL CONTRACTOR. Q p3H CEILIN IBLE WOMEN'S ROOM ' ACOUSTICALLY LINED AGOE55 5PAGE,PROVIDE NOTE: VERIFY PHYSICAL SIZE,LOCATION NI CONNECTIONS AND SHEETMETAL DUCT -i1 - ACGE. PANELS A5 REOVIRED ORIENTATION OF DUCTS FOR ACTUAL UNIT PROVIDED TO SOUNDPROOFING INSULATION /y -T'N'� y!y PROJECT SITE AND SURROUNDING CONDITIONS ACOUSTICALLY TINED SHEETMETAL DUCT z O U ROOFTOP UNIT INSTALLATION V) w am z O m of H&CW PIPING DIAGRAM gram I= I I � it 11 � II I INSULATE WITH"HANDILAV-GUARD" 110'F HOT WATER �INSULATIONS KIT 77 L co W THERMOSTATIC MIXING VALVE. - 2'VTR R SEE TS-7 IN THE PLUMBING FIXTURE I h r I COLD WATER LINE �ili SCHEDULE FOR MORE INFORMATION. L J ANGLE STOP(TYPICAL) i Vn CAST BRASS"P"TRAP ® .,n Lf -- O i C LAV PIPING DETAIL co 0 J Q W z m c LLJ J PLUMBING LEGEND I 2, ``\\ Q < QY 'ice FREEZE PROTECTION NOTE: CO-I 2°� `�` 2•�r\ i `> a � Uj z_ sm ffA127,W31MdWX2 IN GOLD H ER G EATHLIMATE5,DRAIN PIPING AND PUMP SHALL BE PROTECTED AGAINST FREEZING. TO PROTECT THE PUMP,INSTALL BELOW FREEZING Z ® m LEVEL AND TO PROTEGT THE DRAIN PIPES,INSULATE I 2" I"� P-2H PIPING AND/OR PROVIDE HEAT TRADE.COORDINATE WITH ELECTRICAL WHEN HEAT TRADE I5 U5ED. Uj I I 4• �; �Y^ \ \ 2 —\1 SPECIFICATIONS: TERMINATE WITH TWO(2)90°ELBOW, j . 4° P-I v -------- ---------- 51FIP RUMP(SP-U SHALL BE HEIL 2"SERIE5 1413,112 H.P,120 V, DOWN AT b"(MAX)ABOVE FIN.GRADE - / LU I OR EQUAL,WITH ENGAPSULATED MERCURY FLOAT SWITCH OVER 5PLA5H5LOGK. 2' 2' I 4' &' SUITABLE FOR LINE VOLTAGE.PJMP AND FLOAT SWITCH SHALL BE EQUIPPED WITH 10 FEET OF WATER-PROOF CORD AND PLW. SPLASHBLOGK(BY GGG) PUMP DISCHARGE PIPING SHALL BE 2'GALVANIZED STEEL WITH p•:qP - `\ GALVANIZED FITTINGS OR,AT GONTRAGTOR'S OPTION AND °•o•4•+°I FIN.GRADE i" Cam, RISK AND IN COMPLIANCE WITH GOVERNING LODE,PUMP I `� `� l• 4' P 4H ?15GHARGE PIPING MAY BE PVC.COORDINATE WITH 4 ELEGTRIGAL CONTRACTOR TO CONNECT FLOAT SWITCH TO — - NOVAR 5Y5TEM FOR MONITORING THE OPERATION OF THE RUMP. I - N FD-I `\ y 2' _ I P-2H I `>/ �-g ��rVVVjjj 2"SUMP PUMP DISCHARGE " m,� I PIPING TIGHT TO WALL RETAINING WALL 1/2"DRAIN D" $,y REMOVABLE CRATEI I FROM TRAP LO-I � FL WI OAT 5TGH TO TURN THE PRIMER VALVE- °0p4p ALARM ON(OVERFLOW OR PUMP i I MALFUNCTION) ^ Y7 I - 1 I 5HUT-OFF VALVE T GHEGK VALVE rALcLv=sawwwE `.B8 SANITARY STACK DIAGRAM a°p1,d°a pT g —UNION 4 ,tea.-a t�°•8°Q I I;L°°o e(f--- 2'X2'X2'DP.SUMP PIT Project number 9903 �ffi °•1p aopEr SEE STRUGT.DWGS. DDate wn by 6/6/2014 ® re add /� Checked by $$ (--7 »JIi3161D1G�f{! SUMP PUMP DETAIL °P2.0 WOW Printed 6/2/2014 :a PLUMBING DIAGRAMS AND SYMBOL LEGEND indicated Scale d As indicated SS\ONAL FN ��}GJ\SS7T�EgFO PLUMBING CODED NOTES INSTALL RTU PER ROOFTOP UNIT DETAIL ON P2.0 11/3/2014 PRV 2 PSI TO 14"W.C. A B C D E F G F- O RUN CONDENSATE DRAIN TO ROOF SEE ROOFTOP UNIT DETAIL P2.0 fEPI.OFORCONTINUATION Z ® INSTALL NATURAL GAS PIPE ROOF SUPPORTS AT 10IFT ON CENTER,SEE DETAIL 2 ON DRAWING P3.0. O U TOTAL MAXIMUM y � DEVELD LENGTH I- � APPROXIMATELY 285' U� @1,193 CFH 2 O H- 2 0° 11 314'2P51 O0 3� vi L i� O EF M 1 N , I 1 3/4'2P31 4'2PSI 3/4"2PSI _ I 138 MBH P, EF Ea AC _ ' AC 4 97 MBH ULI ONE PIECE GALVANIZED STEEL PIPE CLAMP(TYP.)-SIZE LARGER THAN PIPE NATURAL GAS PIPING no O PIPE SUPPORT:C-PORT,"C-SERIES", M CAT.NO.C10;NON PENETRATING D- PIPE SUPPORT AS MANUFACTURED D_ BY COOPER B-LINE(PH:800.851-7415) 0 ULI O w WALK PAD UNDER SUPPORT SIZE V LARGER THAN SUPPORT BASE(ALL SIDES) 4 4 $TYPICAL Xk O M4N 2 ROOF PIPE SUPPORT DETAIL P3.0 NOT TO SCALE 714'2PSI-- SUSPENDFROM 172 MBH AC ( 6 STRUCTURE. y� 6 3 4S 315 MBH � 5 ®® �A,SHUT-OFF VALVE ~-ACCEPT NCE VOL ®� � aa zasl-6HI1 Vim\ GAL 0.9 GAL _ ACCEPTANCE V 1" 314'2PSI 172 MBH 4 TYPICAL z ASME T&P RELIEF VALVE. PIPE FULL SIZE TO JS-1. cl)Q i] O SEISMIC STRAP �TO WALL. m 3 WMIN I WH-1 DRAIN VALVE.PIPE FULL SIZE V TO J8-1. TYPICAL WALL BRACKETS Y _--3/4"OVERFLOW.PIPE FULL SIZE TO JS-1. 6 6 J u- 3"DEEP DRAIN �jui PAN 172 MBH a a :5 --'TYPICAL co 3M"2P31 3 ELECTRIC WATER NEATER DETAIL P3.0 NOT TO SCALE >- Q Z = L) co Lurh ROOFTOP UNIT GAS REGULATOR REDUCING BUSHING IF MAXITROL MODEL: ROOFTOP UNIT INLET 325-3(8)L SIZE IS SMALLER THAN UNION GAS UNE 3/4 MP 3 4"GAS 7 7 GAS GAS PIPE ON ROOF STOP 6"CAPPED DRIP LEG ROOF GAS CONNECTION DETAIL 6 4 6 Project number 9903 P3.0 NOT TO SCALE 1 PLUMBING ROOF PLAN Date 6/6/2014 P3.0 Drawn by JW Checked by gg 1�Q�SIIMRA !dl[ P3.0 p Printed 7/11/2014 PLUMBING ROOF PLAN 4:46:58PM A B C D E G stela As indicated 1 2 3 1 3A I Y i I ' ------ 142'-0" OJL 128'-0" I I rr� r rf�4 I 128'-0° j NEAREST RTtJ 128_0° I I I r` t -� .. 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