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Home My WebLink About13-3147 163 Pole Line Rd plans KEYNOTES 1. INSTALL VERTICAL CONCRETE CURB AND GUTTER PER RECEIVED CITY OF TWIN FALLS SD C-3. _Q.GlST$R�Q C U LV E R'S RESTAURANT 2 INSTALL VERTICAL CONCRETE CURB(NO GUTTER) PER NOV 15 EFT. 1616 C ISPWC SD-701A. V 6 N CRY OF TWIN FALLS 3. INSTALL CONCRETE CURB TERMINUS PER ISPWC BUILDING DEPf. SD-707. S OF CITY OF TWIN FALLS TWIN FALLS COUNTY IDAHO 4. INSTALL THICKENED EDGE CO AND AND E SIDEWALK PER CITY OF TWIN FALLS SD S-1 SD DEW SIDEWALK F J J TO BE FLUSH WITH TOP OF ASPHALT PAVEMENT. 11-05-2013 CIVIL CONSTRUCTION PLANS 5 INSTALL 4'STANDARD VALLEY GUTTER PER CITY OF w TWIN FALLS SO V-1. 6. CONCRETE PAVEMENT PER DETAIL SHEET C4.0 a 7. ASPHALT PAVEMENT SECTION -SEE NOTE 6. NOV E M B E R 2013 8. TRASH ENCLOSURE-SEE ARCHITECTURAL. 0 10 20 40 60 ..--_--__-------- -- --1-- '-- 9 STROKES ANDASPHALTIPIPER ISPWC SECTION 1PAINT TO BE'NG V1014EAND CITYWIDE Plan Scale -- - '-------'-- "' OF TWIN FALLS SO P 2 �^ 10. HANDICAPPED PARKING - PAINT TO BE 'WHITE"4" VICINITY MAP WIDE STROKES FA PER ISPWC SECTION 1104 AND ut \ �.A CITY OF TWIN LLS SD P-3 AND MEET ADA MINIMUM Z z °°°��...... REQUIREMENTS. O u�i 168.54' 11. INSTALL BOLLARD PER DETAIL SHEET C4.0. 0 z w WV \\ - \\ - \ 17 m r-'mS cP. 17 12. INSTALL HANDICAP SIGN PER DETAIL SHEET C4.0. SLgGO \ �\ -`-=\ -------0 --_-_J L�`7p-, - - 3 13. INSTALL TRUNCATED DOMES PER ISPWC O CONGA. Z O 1 r� BE CAST (STAMPED CONCRETE TRUNCATED DOMESHAND ADHESIVE ALL INTO NOT RETE U ALLOWED)AND SHALL BE COLORED TRAFFIC YELLOW. OE TINE ROAD W W -"'- j `� JM •' •' •' '� •' •' " •' O 14. THICKENED EDGE SIDEWALK (6"REVEAL)PER DETAIL a --. ♦ \ \\ 24 y ♦� W W W W W W W W SHEET C4.0. i PROJECT 7 O I y •" .� y w y W y W y y - a ( O L 15. THICKENED EDGE SIDEWALK(FLUSH)PER DETAIL LOCATION j p 2 SHEET C4.0. ` 2 16. TRANSITION THICKENED EDGE SIDEWALK FROM FLUSH \\ I I No 5.44' � TO 6"REVEAL. SEE SHEET C3.0 GRADING PLAN. z \ I $ 1 w 17. SAWCUT(2'MINIMUM INTO EXISTING PAVEMENT)AND NTS \ \• 9500. B00 �, y W W N o PAVEMENT PATCH PER ISPWC SD-301,SD-303, SD-BO6. LATITUDE: 42'35'32.62"N \ R,J �soco 9 30O RBOp. w 18, INSTALL PEDESTRIAN RAMP AT 12:1 MAX SLOPE. LONGITUDE: /14'28'40.35"W 11.42 00 190.009 0 a 8.66' 30,00' I ?22 MAINTAINCRUSHE MINIMUM 4 CONCRETE ON 4"OF 3/4" '� \ I \ a I 17 O S I go 91 19. CONCRETE CURB STOP- INSTALL PER SHEETINDEX • �\ I g MANUFACTURERS RECOMMENDATIONS. 24.09' 20. EXISTING FIRE HYDRANT C1.0 COVER SHEET 21. CONCRETE PATIO-CONSTRUCTION PER ISPWC So-709 SIDEWALK DETAIL. C2.0 UTILITY & DRAINAGE PLAN J 22. 3'VALLEY GUTTER PER ISPWC SD-708. L�L C3.0 GRADING PLAN 23, PATIO FENCING - SEE ARCHITECTURAL. z '�n• 1 24. PROPOSED SIGN BY OTHERS. C4.0 NOTES & DETAILS 24.01' a®1- O KsL. 72.00' mill I 3.oa' o z 3.00' .� GENERAL NOTES C4.0 ESC PLAN F' / \ 9 P $ g O J 1. THE PROPERTY IS ZONED AS C-1. THE SETBACK U o �``� 3 O 9' 13 REQUIREMENTS FOR THE C-i ZONE IS AS FOLLOWS: C5.O DEMOLITION PLAN / 27.00- a FRONT AND SIDE ADJACENT TO STREET 35',SIDE 0', \+ O7 AND REAR 0'. L1.0 LANDSCAPE PLAN 17.04' 2. ALL DIMENSIONS ARE MEASURED TO THE FACE OF GENERAL NOTES o \ Ea o 18 CURB UNLESS NOTED OTHERWISE. W / .0 \ -�'3it 15 9 14 3. ALL WORK TO BE DONE IN ACCORDANCE NTH THE BOUNDARY Z X ••n 1 I g ryO FJ' C • g LATEST EDITION OF THE IDAHO STANDARDS FOR BOUNDARY LINE . $ PUBLIC WORKS CONSTRUCTION. Q 19 • •' 19 .j CONTRACTOR IS RESPONSIBLE DURING THE BIDDING - - OFFSITE BOUNDARY LINE 5` NECESSARYPROCESSOFORTTH SNE TRAFFIC PROJECT AND ATC!°OUNT FOR -----------EASEMENT Q } w 4 I .I ALL RELATED TRAFFIC CONTROL ITEMS IN THE BID. LL / g - ROAD CENTERLINE Ln Cn 1 / 7.00' y •. .• 5. ALL SIDEWALKS,PEDESTRIAN RAMPS,AND ADA W J . .24.23 20.00 24,Od' ROUTES SHALL HAVE MAXIMUM 2%CROSS SLOPE, O FOUND 1/2 INCH REBAR C' J LU n- 6. ALL DRIVE INCLUDING THE DRIVE THRU SHALL BE ® FOUND 5/8 INCH REBAR N N . ----- `- -/1 y •, ,� PARKING AREA PER SHEET C3.0. 1 7. INSTALL CONCRETE COLLARS PER ISPWC SD-616 or U O bjrl r AROUND ALL RIMS,CRATES,AND METERS NITHIN LU Uj U / Lo 2 ge yl -y s EXISTING SANITARY SEWER LINE J Q - ASPHALT. 'yR8 R$0(1 is ww WATER LINE / I o GAS LINE LL op-op-OVERHEAD POWER LINE O -P P F-POWER LINE Y / 13 4y.mv.� �' yl - `CCCE' -T T T-TELEPHONE LINE U 9.ALsC&u U a i O y1 TE EPHONE PEDESTAL m e u &5 m { 10 0 1z FF=3639.50' GAS METER r +' N ID POWER BOX 06 o , r " rn MOOT UTILITY �q ar n V o,.a ,N v •• CROSS ACCESS '$. _ �l� n IRRIGATION VALVE S"I n ,,, 0® ( j 15 0 12 �� ID STORM DRAIN LID V - y I j T'� 9.Od' SV� j o WATER VALVE Q {Iq I 2 W 2 L'I� ® WATER METER • I ,I w .� 2 12 DO' ,¢ FIRE HYDRANT 9.00' i 4 R4,p0• 23.50 W � EPEB EDGE OF PAVEMENT 2 - - N8B'51'31"E. } g STRUCTURE 3.80' �. n N -_- ASPHALT DRAWING STAT 4 O 9,0' -38.D0'- o R? -_ CONCRETE 4 / ' j c4 aep0 c},, 001 v b -�LANDSCAPE FOR AGENC W a1 O�8 TREE DECIDUOUS 2 7 7 Q, :._..._+ +. o - _ _____- _ y 111C 45- -EXISTING GRADE CONTOUR 8 � o ... w.. T _ _..� _ I � -_ .W PROPOSED 26 lJ� bo a 24 m R VERTICAL CURB AND CUTTER Z. so sD STORM DRAIN L. - ( __ -m_ ._ _ �. ....... .. ...... _ ASPHALT ENGINEERS SURVE / PARKING ASPHALT SECTION NGI 9233 WEST ST EST 'a _ ~•� - '34'43"W BOISE,IDAH 371 .%%*.'.'.-.'.'.-.'.LANDSCAPE PHONE(208)6 939 N E ERS v744.4j' TAX(208)639-6930 CONCRETE DESIGN BY CM Building Pk is have E IN ROAD > been reviewed d approved CATCH BASIN DRAWN BY: M L L CHECKED BY -.�._'._"'" R KSK v°�s --._.. I---- All COnsiru0li IT Subject Subject . 11� To Field In ectlon RRaecr: 3-too _... ° n _ _-- (7_ ��q �,p SHEET NO. g v ------ 4 a;I--li.--s -.p.' -. .-gl-- Page I_1L' .C.Q lr- T a V. A Date C SVON T 138R�0�� N 1616 0 12"ADS N-12 SOUD WALL PIPE OR WRAP PERF.PIPE N > �� CONCRETE COLLAR AND FRAME WITH FILTER FABRIC EXTENDING 1.0'INTO DRAIN ROCK. �-VARIES OF \ AND COVER PER ISPWC SD-616 MORRIS INDUSTRIES INC.,MONITORING WELL LID 12"MIN OVERLAP OR AS CIXOVETE COLLAR W/SLOTTED OR APPROVED EQUAL AND CONCRETE COLLAR RECOMMENDED BY MANUFACTURER \ COVER ON INLET PER ISPWC O 1 SD-615 SET FLUSH WITH FINISH GRADE. FINISH GRADE N S \ D„QY��(L41~ 1 1-OS-201 3 -- �\ !.TOT Sn�p - 12"IDS CAPS -._ -- \- ___.._.___.___----------- ___._..___----- O OIy'CO.,_ -T-------- 12"MIN (AS APPLICABLE) A '-�----m--- BOISE VAULT SAND AND _-.� m.,ra3-aaaaZgj{C' -a3esda GREASE TRAP(OR EQUAL) 9" FILTER FABRI _ \ -\ HS-25 LOAD RATING SEE 12"ADS N-12 PERF.PIPE (SUPAC 4NP \ INSTALL - PLAN FOR DESIGN OR EQUAL) O \\ s \ INSTALL 1-2"CORP STOP TAP ELEVATIONS O O.OX SLOPE(FLAT) - 1-12'X12"X6"TEE OF t - \ - _ _ -- -- -- - -/`1-6"GATE VALVE 0 10 20 40 60 SUITABLE, �ITORING VARIES 1-THRUST BLOCK W UNDISTURBED BASE�" 2"W SHED DRAIN ROCK WELL .w \\........ sw \w -,.,w w_..-. -- 2 .. -�''I`I'I; ,..,. x---_ Plan Scale SIZE VARIES \ \ �� J --------- EXTEND BOTTOM OF SUMP 12'MIN. EP (SEE PLAN FOR DIMENSIONS) - - L 3B LF -O' Z 4"PVC INTO DRAINING SOILS PERFORATED PIPE _ --- --- - ---_ ------- 0 l-' Q3trP,wya sy •+`aye `''<� ...y. ;; ,v, ., �- w W - INSTALL 10 L GENERAL NOTES N F•4,,, ''' �Y'•"b•'�: 2 MIN DEPTH c,.'c'`^�'%'Y.+ - -_ \ W W s, ", y W PE 2"WATER SERVICE 1. ALL WORK TO BE DONE N ACCORDANCE'MTH THE f A.s A.a 'W Fdr. '' `• `r:•y s, `toM"•'+,` s,bay ' tv�" Y s, ",ri:±F.• �� ♦ - .-1 �C _ W �W > L ,,{ 'c, INSTAL LL b r;,r�;\,,•: '+ ,+r,^,(}. .>F?".aA?+ �.y�.y. `.h',>..`o?.ASTM C-33 SAND rf.{xtJ;+'�+i`?y r:,:..c+ra' a -•-- - ..__ .r W y W a WORKS CONSTRUCTION AND THE CITY OF TWIN FALLS 12 O 0L MIN - W E t LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC k' SM 7 / ENGINEERING DEPARTMENT STANDARD DRAWINGS AND a s/N SPECIFICATIONS. NO EXCEPTIONS WILL BE ALLOWED p0\� PROFILE 3'MIN TO SEASONAL 12"PVCNO 0.5X MNF PROPOSED INSTALL 2"WATER METER W I UNLESS PREVIOUSLY APPROVED IN WRITING BY THE HIGH GROUND WATER \. I" TRANSFORMER. PER CITY OF TWIN FALLS PROJECT ENGINEER. I \c STANDARD DRAWING W-1. E W .� SECTION A-A \ - \.I: I 4 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN NOTES: APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL 1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER OR �'�3. EXCAVATE SEEPAGE BED TO BASALT AND BACKFILL WITH FREE DRAINING \'- \� 1 �. I -� ANTICIPATED GAS W. COMPLY WITH IDAHO CODE,CHAPTER 22,TITLE 55 EVIDENCE OF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE MATERIAL TO BOTTOM OF SAND. FREE DRAINING MATERIAL EXPECTED \ - I { so SERVICE LOCATION. REGARDING UNDERGROUND FACILITIES DAMAGE BOTTOM OF THE FACILITY DURING CONSTRUCTION,OR IF FREE DRAINING 10.5' BELOW EXISTING GROUND SURFACE. SEE GEOTECHNICAL REPORT BY INSTALL 80 LF° _I soco PREVENTION. THE CONTRACTOR SHALL CONTACT THE MATERIAL IS NOT ENCOUNTERED. MIT DATED OCTOBER 31,2013 FOR ADDITIONAL SOIL INFORMATION. �� 12 PVC O O.SX MIN. APPROPRIATE UTILITY COMPANIES OR DIGLINE - I\ \\o INST�L 17 LF I (1-800-342-1585)FOR EXACT LOCATION A MINIMUM \ OF 48 HOURS PRIOR TO DIGGING. °z 2. CONTRACTOR SHALL INSTALL ONE MONITORING WELL(S)PER SEEPAGE BED. \ CE. AN ADDITIONAL MONITORING WELL MAY BE REFERENCED FOR D., I I ,,. \\ I a. E \ I 3. UTIUTIES ON THIS PLAN ARE BASED UPON DIGLINE CONSTRUCTION,OUTSIDE OF AND ADJACENT TO THE SEEPAGE BED. T \1 /I.SLTRAFFIC RATED \\c MARKS,RECORD DRAWINGS,AND FACILITY MAPS.THE SEEPAGE BED _ ! $ \\ I V CLEANOUT PER ISPWC SD-506A. f CONTRACTOR SHALL TAKE EVERY PRECAUTION TO y,1 PRESERVE AND PROTECT EXISTING FACILITIES NOT NITS I. `. SCHEDULED FOR REMOVAL AND COORDINATE WITH THE •�, \'��r I I s \ PROJECT ENGINEER IF UNEXPECTED FACILITIES ARE 1 Y' I 1 I ENCOUNTERED. Y nIII 4. ONLY PLAN SETS STAMPED'APPROVED FOR - I CONSTRUCTION"AND SIGNED BY AN AUTHORIZED 0 REPRESENTATIVE OF THE CONTROLLING GOVERNMENTAL AGENCY SHALL BE USED BY THE PROJECT __ a ,( CONTRACTOR(S). J { Drywall Inspections requwell pit le gth,follows: _ y I �_INITAII 1g2 LF 5. ANY PLAN CHANGES REQUIRES APPROVAL BY THE J I. Bud depth) a lee - INSTALL 50 LF \� e PE 2"WATERSERVICE. p ( gth,W1dth, \' 3DESIGN ENGINEER AND THE CITY OF TWIN FALLS. MIN. (METER TO BUILDING) Q and depth)with geotextile fabric in ` INSTALL 58 LF � 6. THE CONTRACTOR SHALL RE-EXCAVATE ALL TEST PITS W Place on all sides. I � \, 6"PVC O 1.0%MIN. I (IF ANY)AND BACK FILL AND COMPACT TO 95X OF z �� \ AASHTO T-99. TEST PIT LOCATIONS(IF ANY)ARE 2. Ind catch of 2'+-to rock backfill / "I � e IDENTIFIED IN THE SOILS INVESTIGATION REPORT. and latch basin installation. I 7 7. THE CONTRACTOR SHALL CONTACT THE CITY OF THIN 3. Final inspection. .. s - Please call 735-7294 i 41 FALLS PUBLIC WORKS FOR INSPECTION OF ALL S70RM INSTALL TRAFFIC RATED ■ DRAINAGE FACILITIES(PRIOR 70 PLACEMENT OF FILTER CLEANOUT PER ISPWC SO 506A. \ FABRIC 24 HOURS MINIMUM ADVANCED NOTICE. W B 4 I \ £ WI 8. ALL STORM DRAIN PIPE SHALL BE ASTM D3034,SDR U 1 .I ` 35.OR APPROVED EQUAL,OR AS OTHERWISE INDICATED Q HERE" t 58 LF __- �,.1. 's s r x I ((0 9. REMOVE NAND DISPOSE OFF-SITE AT AN APPROVED z / 12"PVCNSTALLO 0.5X MIN. I 6 25 LF 4" ! y UNDERGROUND POWER CCZ LOCATION ANY AND ALL EXCESS MATERIALS. W Q PV MIN. . 1 SERVICE TO BUILDING. 10. AT THE COMMENCEMENT OF CONSTRUCTION,THE z >G J EE ELECTRICAL. ��' CONTRACTOR SHALL DETERMINE THE ELEVATION, Q j1 (' LOCATION,PIPE SIZE AND PIPE MATERIAL FOR ALL LS0 I, WI POINTS OF CONNECTION AND CROSSINGS.THIS � Q LLI -R '(�G ,�.�L 'J}[ - INFORMATION SHALL BE PROVIDED TO THE PROJECT vNI I, 1 _ �I - W_ W I ENGINEER. 0 G�M�C'A`TORS I N W : 11. ANY UNUSED WATER SERVICES STUBBED INTO THE 1" z 11 nd a m coons 1� �F PROPERTY MUST BE TERMINATED AT THE MAIN. (/7 LU Estes G,C• DIM I, INSTALL 9 LF 4" GAS ER. W J Q C-2,L3.0,Posts,fences,growth,trash,storage and other materials or objects shall not be placed or ke near fire �BG_ C7/ TNtlIIL,'. WC O 2.OX MIN. W) 12. INSTALL CONCRETE COLLARS PER ISPWC SD-616 J N� hydrants,fire department connections or stem control valves In a manner that would prevent that would VS ,�F Milli, AROUND ALL RIMS,CRATES,AND METERS WITHIN Yd P Y P rf P� �\• ., � 12 11ASPHALT. N Qprevent such equipment from being Immediately discernable or hinder immediate access.(IFC 508.5.4) � �OQS �(014 I PI IWI w U D(J INSTALL 26 LF - ° KEYNOTE Q 12"PVC S 0L MIN w 2I 211moact Protection n _ INSTALL 14 LF 8' '7>,Cb "'1 Q J I -- PVC O 0.5X MIN. L 1. INSTALL 1500 GALLON GREASE INTERCEPTOR-SEE 0 G Above-ground gas meters and piping shall be protected by a battler In an approved manner complying (X �NA, 't. PLUMBING MBI3G FOR DETAIL. U e with IFC Section 312. INSTALL 111 LF 12" "�• , IE IN=3635.30 W 0 { o n, ADS PERF O 0.0%'- g I IE OUT=3535.00 O IFC Construction Posts,Guard posts shall comply with all of the following requirements. I '�y�J,, 2. INSTALL AMCOR 30"DIA.CATCH BASIN/INLET BOX OR 1)Construction of steel not less than ainches post In diameter and concrete filled. I 1 FF=3639.50' F APPROVED EQUIVALENT. Y 2)S not more than 4 feet between posts on center (, B '�,"t' RIM 3637.64 31 mot less than 3feet deep In a concrete footing of not less than 15-inches In diameter. �,,. 1G IE OUT(S)3634.64 O I >. SUMP 3833.64 4 Ithed the top of the posts not less than three feet above ground / I I �..I ] J o ed not less than 3 feet from the protected object. `I l W W 3. TAP SEWER MAIN WITH PROPOSED SERVICE PER CITY OF TWIN FALLS STANDARD DRAWING S-B. m INSTALL 13 LF 8. IE 3632.67(VERIFY) PVC O 0.5%MIN. N 10 s, 4. INSTALL APPROVEDAMCOREQUIVALENT. 30"DIA.CATCH BASIN/INLET BOX OR RIM 3636.99 0UIVALENT. IE IN(E)3633.91 t--I I ,1 W INSTALL 37 LF 6" IE OUT(S)3633.91 N " SUMP 3632.91 I W PVC O 0.5%MIN. �. ;. INSTALL 98 LF / SAND&GREASE TRAP CALCULATIONS PVC O 0.5% MIN. W ( I 5 APPROVED. INSTALL MEQUIVALENTCOR 30" A CATCH BASIN/INLET BOX IXt _J Z. W W W W Y IIW RIM 3636.21 WINSTALL TRAFFIC RATED \ S IE IN(N 3633.51 _ INSTALL 130 LF 8' CLEANOUF PER ISPWC SD-506A. S&G TRIBUTARY THROAT THROAT - - ) _ KEYNOTE AREA(Bc) FLOW(d/a) AREA(sf) VELOCITY(I'll.) PVC O 0.5%MIN. IE OUT(S)3833.51 W I SUMP 3632.51 6 1 0.92 2.74 6 0.46 x: ...t 6. INSTALL AMOOR 1500 GALLON SAND AND GREASE I TRAP OR APPROVED EQUIVALENT. g -DESIGN EVENT IS 100 YEAR STORM WITH 7c-10 MIN. ( 1 u", so o so -so so soco _ ___.._ RIM 3636.73 Q - - _..- �:___ "I --- ---_ IE IN(N 3632.83 DRAWING STATUS: " IE IN S 3632.83 u_^ `- - I- -- BAFFLE 3632.73 - _n E our(E)363z.73 FOR AGENCY REVIEW EED 8Y SEEPAGE BED CALCULATIONS TORMWATER SEEPAGE BED DIMENSIONS SEEPAGE BED VOID CAPACITY -I-- _ III a o n I;:. . W W SUMP 3631.7.3 36 ^ KEYNOTE AREA(af) DEVELOPED(c� LENGTH x WIDTH x DEPTH VOLUME(cp RATIO (cf) - 1 -' "- --- c' 7. EXISTING SEWER MANHOLE a 8 1 39.942 5,327 111 x20 xB' 13,320 0.40 5,328 R \a.• j EX.RIM 3837.14 ADJUST TO FINISH GRADE SEE C3.0 FG RIM 3636.98 NOTES: \�y IE NTRAC 9 1. DESIGN STORM EVENT 15 1.6"FOR 1 HOUR OVER THE ENTIRE TRIBUTARY AREA. O -_. .__ -J L ....... ..... -_. ._ ._ - -. ------------ 0R TO FY MANHOLE _ 1 SEEPAGE BE - PER DETAIL THIS 2. INFILTRATION RATE OF 2"/HR.(SEE GEOTECHNICAL REPORT BY MITI DATED / LOWERE07PRIOR TO CONSTRUCTION. N LID CAN BE 10-31-13.) c.._ _ � % 11'x6' D SB 1 P ri�- �.=�aP- -�P t• �l)r - \ fir\ e,v--r+-"-�,-w �....�r 8 SHEET. it-_-T , T ._ r 7_......._....--.. - _. .I - TOP OF ROCK 3635.70 HE 3632.60 BOTTOM 629.70 PI--_ _....._PI .........PI- PI ..._..-._..PI ..........M..-.....--..rl PI -- P P --._..w ___..%_._-._._PI--PI- .....p, FI,-..-... n.-..._.. ESTIMATED BASALT33626.60 ENGINEERS.SURVEYORS PLAN NERS (J �I --P O IV30"DI CATCH BASIN/INLET BOX OR - .. -._ �LnxJ 'Sa h. 9 APPROVED MEQU 30 �J il\ 9233 WEST STATE STREET n BOISE,IDAHO 83)14 \�a RIM 38E8.38 q0�q ( PHONE 1208)fi39 6939 I O 3 3 3633.83 FAX(208)6396930 $ ----_�-'�'-'-� d SI-'-- 951-�->'}-....-51-'--"--�- SUMP 3832.85 DESIGN BV: BCM 10.CONNECT TO 8"ROOF DRAIN DRAWN BY: 8CM A IE 3636.50d: CHECKED BY: KSK -""•�•- SEE PLUMBING FOR CONTINUATION.VERIFY DRAIN UNE a V �`-- -�--- LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. V � V Q �_ � V ------__. DATE: I1/5/2013 _ --_ 11.SEE PLUMBING FOR CONTINUATION AND BACKFLOW PROTECT: 13-111 a d v _ v ..----._,_•__. "_- PREVENTION.v V V SHEET NO. SNOT DRAIN STORM a ,� V V 12.SEE PLUMBING FOR CONTINUATION V WATER ONTO ADJ4ENT LOTS IE 3635.50 C2 Q V 9 G S�ONAL�yG/ LSTBq� 1616 OF Y -63-03-03-o3-x+-03 \ ------ 05-2013 `qP\ --- ----------------' W _______ _______________ X-__---.---___--___------ --__---__ _ __ ____ T -__ ___ m� -ei. m--m-m, eb--m--:n -t�.- .. `,�--m--f--•- �m ,°_�m-m-,°-..m m \. ' C '' 0 10 20 ao so 77r- . . .. . _ .. .. .. Plan Scale \ - �t AMA 3A.92 .�w WV .\ .\\ 0 37.64 38.11 38.66 38.85 9.49 37 1 .5 '� Ey- Er EF BP MA RIM _ MA� _MA _-_-_--sm MA 35 �- -' f -.R41--------------'r_----__---__-- \\ ---__-__-_ j GENERAL NOTES \ W �W /1-^-- - i� -�,(�y7-\\ \ 371t2 "• 37 " "" y "' W 9•� 39.12 39.54 I ` �44.50 FINISHED GRADE ELEVATION ¢ - « ONTO u L-- ^I^ ��- -- - Imo' B FINISHED GRADE SLOPE �. GD G � 2626�� FINISHED GRADE CONTOUR \;, \ HdA I W O 1 7% 39.34 -'-2626--- OUSTING GRADE CONTOUR 3R. a 37.21 \ 39.01 I I GRADE BREAK z `'•,. \ ). \ 39.12 1.71 Ga.B5 37.97� 38.90� I 37.36 7 GENERAL NOTES MA 1. ALL SPOT ELEVATION ARE TO THE TOP OF ASPHALT UNLESS NOTED AS FOLLOWS: FF=FINISH FLOOR Q . 4 ,I\I 37.46, 37 95 {I L% 38.55 / GB GRADE BREAK RIM:RIM OF CTURE • % ••� '�. 1\ _ J 1.5% '. \ MA=MATCH EXISTING (n •� l+T9Pu p\ _- `0% 38.85 / TSWKA=TOP OF ASPHALT J S� \ 38.31 LOG- TOP OF SIDEWALK J / LOG=LIP OF GUTTER Q &I :\\-. I \" 36.93 ', 38.22 2. SEE SHEET C2.0 FOR UTILITY INFORMATION. u" RIM O4E' 38.90 THE LOCATION OF EXISTING UTILITIUNDERGROUND UTILITIES NOT ES ARE SHOWN ON THIS INz 38.90 37,8 38 12 1.2% 4.07 I ' AN APPROXIMATE WAY ONLY. THE CONTRACTOR 37 99 92 I SHALL COMPLY WITH IDAHO CODE,CHAPTER A TITLE m 38.88 55 REGARDING UNDERGROUND FACILITIES DAMAGE F 37.18 I 36.21 3.9% � " + 'P 1 39.57�SWK` I PREVENTION. THE CONTRACTOR SHALL CONTACT THE -=( dddddd APPROPRIATE UTILITY COMPANIES OR DIG LINE MA of= 3W/'IFA 39.7 TA 38.92 (1-800-342-1585)FOR EXACT LOCATION A MINIMUM LL �I If-IN - 38.83 38. 1 39. 1 OF 48 HOURS PRIOR TO DIGGING. U I 38; SW/TA 90 SW/T 38. A `, I \ 3. CONTRACTOR IS RESPONSIBLE FOR PROPER _ 7C .1� Q.6% 9.50 } „I TRANSITIONS FROM CURB WITH STANDARD GUTTER . { 38.90 - - W_ \ PLATE TO CURB WITH NO CUTTER. .-_SW/TA^ ,I 39 02 3VO 38.40 + SVll SW 2157 4. MAINTAIN A 2%MAXIMUM SLOPE ACROSS ALL z �39.22. n .. ". 1 \ HANDICAP PARKING STALLS. MAINTAIN A MAXIMUM 39.40 SWK °,7C 8 23,',,: W a ", 2%CROSS SLOPE ACROSS ALL SIDEWALKS AND ADA I' 38.90 TA •.� \ ACCESSIBLE ROUTES. Q 1.4pX Q Z '+ : 5. THE EXISTING GRADE CONTOURS HEREON ARE BASED ''4 I" - - - - - UPON CONDITIONS PRIOR TO SOIL REMEDIATION AND ..�{ ` SL ' { 1 -- - 1 - W�" W,�W W 1 DO NOT ACCURATELY REFLECT THE POST REMEDIATION Q } W N a I; - 4.2% CONDITIONS. N 5 9 I 36.82 7 04 39.i- •' Ln J (� 37.00 o \ 6. ALL WORK TO BE DONE IN ACCORDANCE WITH THE LL1 .ONYE I MA..- GB ---- , IR16 LATEST EDITION OF THE IDAHO STANDARDS FOR � J Z '( 699.'. s 39.SOW �I , PUBLIC WORKS CONSTRUCTION AND THE CITY OF TWIN N Q Q I I _ 39.4tr SWK- , - I I AND SPEEICIFICATIONS. NO EXCEPTIONS WIGINEERING DEPARTMENT LLL BE DRAWINGS ($ 38.75' 38.90 TA I , U Q ' •5% `I BY THE JECT ENGINEER.LY APPROVED IN WRITING W RIM _.. - .4D > Q 1 ALLOWED UNLS CONSTRUCTION I .7 , E PRO YIFIkIIPL "� 3g p7' 3 1`4`% 7 ONLY PLAN SETS STAMPED'APPROVED FOR r . ND ED BY • II3 , _ �A_ REPR SEN ATIVEAOF THEN CONTROLLING GOVERNMENTAL 5 �I Io AUTHORIZED SW AGENCY SHA(S BE USED BY THE PROJECT ` . . ,_--- 1%, qi 5% 39.50 TCe CONTRACTOR )• LL_ ' I 5 T 8. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES 0 I �LJ a.2 I 38.8 38.75 \ SHOWN HEREON ARE ONLY APPROXIMATE.THE 39.50 39 Ob TV' CONTRACTOR SHALL COMPLY WITH IDAHO CODE 39.50 39.Oq I REGARDING UNDERGROUND FACILITIES DAMAGE I FF=3639.50` Wn PREVENTION.THE CONTRACTOR SHALL DETERMINE THE 38.8 I' EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE U "I 36.97 39.50 C/ m \ COMMENCING WORK.THE CONTRACTOR AGREES TO BE O s��3 FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES J 3717 G6 39 07 sue_39 °j.2% ` 5' W WHICH MIGHT BE OCCASIONED AS A RESULT OF Co " • + , e 'SS MA 5 0 "'k'"- FAILURE TO EXACTLY LOCATE AND PRESERVE ANY y ® I AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT nl \ DIGUNE(342-1585)FOR UTILITY LOCATIONS A N Y 'I TG G3� $ MINIMUM OF 48 HOURS PRIOR TO DIGGING. _x I 37.03 I 4 37.04 a 3% \ 9. ANY PLAN CHANGES REQUIRES APPROVAL BY THE c-I �, DESIGN ENGINEER AND THE CITY OF TWIN FALLS. M4 5.9 lJ V) I e 4•- �•S 10. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 3:1. 39.06 i� "� UNLESS OTHERWISE STATED ON THIS PLAN.ASPHALT TC 90•: .. TC , 3b'80 I 1 MINIMUM GRADE IS 1%. CONCRETE MINIMUM OF IS O e 38.9• 0.4%, FINISH GRADE SHALL SLOPE AWAY FROM ALL J .,� -(.--'. •-'� I <. BUILDINGS. 38 5 38.9 38 43 { i 1 -T6 38.62�" h , 11. THE CONTRACTOR SHALL RE-EXCAVATE ALL TEST PITS yb 36.2 37.48 tip" W W c I I (IF ANY)AND BACK FILL AND COMPACT TO 95%OF .� ':. •. 3�., ...': i. .36�6A 31 38A IDENTIFIED IN THEOILS INVSTIGA ON REPORT. E . __. T LOCATIONS OF AN _____________ REMOVE E APPROVED 6A ------------------- -- 2 LOCATION ANY AND EXCE S MATERIALS. A DRAWING STATUS: RIM 3C 90 6.% _ __ _ _ _ __ _ _ _ _, __ - _- t - ___ ___�___�_ __-------------- -------------.------_-_-_ N 37 69 38 38 B6 T C O Wt / 1 W T _ y W r 13. ALL SUBGRADE MATERIALS SHALL BE IMPORT PIT RU 3},85 38.23 PROOFOR ROLL. ON-SITE MATERIAL COMPACT AND FOR AGENCY REVIEW • - _ WITH REQUIRED STREET IMPROVEMENTS ALL SUCH 37 7 J ro� 0 4 W W I I 14. U ANY UTILITY OR IRRIGATION FACILITY INTERFERES i 7 _, UTILITIES OR IRRIGATION FACILITIES WILL BE REQUIREDRELOCATED AS TO NOT INTERFERE WITH •„-X '� <.�_/-_ J STREET IMPROVEMENTS AT THE OWN 5 EXPENSE. L_.-..__. � '� �• �----------- _-"--- 1� 15. ALL WATER VALVES,BLOW-OFFS,AND MANHOLES CONFLICT'NTH ANY CURB,GUTTER,SIDEWALK,OR SHALL BE GRADED AND PLACED SO AS NOT TO OhIER REQUIRED STREET IMPROVEMENTS. S t ENGINEERS.SURVEYORS.PLANNERS �4 - tl RR POLE LINE ROAD � � 92BOWE TSTAXEIDAHO 3714 ET d d Q.d d I - PHONE(208)639-6939 - - _ Fm(208)639-6930 -I -_/ I J� DESIGN BY: BCM DRAWN BY: BCM O q d '.Q d A CHECKED BY: KSK DATE: I1/6/2013 V. v, a p PROIEC(: 13-100 6 ° c v o a' 4 v v o v- SHEET NO. ov v ac v p. v. d Iv' - b.' S1ONAL 6- 4�O1ST8R�0 1616 9 2'GALVANIZED SIGN POST OY (WHERE NOTED).SEE SPECS Qj I AND DRAWINGS FOR SIGN Y RE1� SEE 2.21 HEIGHTS ABOVE FINISH GRADES. ' FOR DISTANCE. •, CONCRETE PAVEMENT 11-05-201 3 Vart a OPE TOP OF CONCRETE 1/8" :,.•d,.,..- ;' FROM CENTER. ` '.:a ;�. i.I—B"OF 3/4"MINUS S"OD STEEL POST-FILL W/CONC. 'i„„>:•; : t GRAVEL BASE COURSE o PAINT YELLOW. SEE SPEC.05500 3 SLOPE TOP OF CONCRETE 1/8' / SEALANT-POLYURETHANE SEALANT FS-TT-S-D0227,TYPE 11, NON SAG AND TYPE I-SELF LEVELING,CLASS A. JOINT FILLER-TYPE'B' CONCRETE B SE �,.-„'.�•.:'• CONCRETE SLAB OR NOTES: I..., FLATWORK NHERE NOTED 1. CONCRETE PAVEMENT SHALL BE 3000 PSI WITH 1.5 LB/CY �.. COMMERCIAL FIBER OR EQUIVALENT. TYPE"B•FILL CRUSHED GRAVEL CONCRETE PAVEMENT SECTION z II-IIIIIIII �I �INTS III�IIIhII III � � COMPACTED �-14• SUB-GRADE 2.5"ASPHALT PAVEMENT NOTE: WHERE BOLLARDS OCCUR IN ASPHALT, •"�'"''``�'��'*�•'• �4"OF 3/4'MINUS CORE DRILL ASPHALT AND INSTALL PER DETAIL :'.:.:"�; GRAVEL BASE COURSE(NO SLAG) BOLLARD DETAIL —8"OF 6"MINUS PIT RUN GRAVEL NTS BASE COURSE(NO SLAG) d SEE AS k E5/2.26 FOR SIGN HEIGHTS LIGHT DUTY ASPHALT PAVEMENT SECTION ACCESHEIGHT ITO BE SIGN HEIGHT TO BE T72"OM FROM FINISH NTS GRADE TO BOTTOM OF SIGN. 2'GALVANIZED SIGN POST ARE To ONBE 60V FROMT LISTED Ln CONCRETE FINISH GRADE TO BOTTOM OF SIGN. /EDGE CU BF BASEOR SIDEWALK jj'i —3"ASPHALT PAVEMENT J MOW STRIP II SLOPE TOP OF ) �4"OF 3/4'MINUS IQ1_ 'D 1•=12" CONCRETE 1/6' TOPSOIL `�.:,.�>v'�"":"`^"�`• GRAVEL BASE COURSE(NO SLAG) 12"r OST CONCRETE BASE II z SCORE JO NT y.. r12"OF 6"MINUS PIT RUN GRAVEL ."' BASE COURSE(NO SLAG) II�CONQRETEf DEWALK 6"-'^'� V"CURB' PLAN NEW OF POST •,•" (..� WERE ADJACENT TO SIDEWALK OR CURB Q J CL .12"r POST COMPACTE TED HEAVY DUTY ASPHALT PAVEMENT SECTION LL SUB G NITS Z SCORE J01 7' CONCRETE TO" < Q MOW STRIP PLAN VIEW OF POST WHERE IN LAWN AREA Q } (n F LLJ 4J Ln HANDICAPPED SIGN DETAIL Ref/z g, R21.1-g BATTEft LLJ J Q NTS = Q w R=31/2" to > Q LLJ > B• � Q Ll 4" I A i O rg" AGGREGATE BASE c1 STANDARD 6"REVERSE PLATE VERTICAL CURB AND GUTTER U O NTS J CCI �N�t SEE PLAN R 1• FINISH GRADE W 2x 2. ASPHALT I�-I-. 0•6• 4 0 00.E O�� •O o O Oo 2"MIN.COMPACTED GRAVEL BASE COURSE NOTES: 1. CONTINUOUS PLACEMENT PREFERRED,SCORE INTERVALS AT V MAX SPACING. DRAWING STATUS: 2. MATERIALS AND CONSTRUCTION PER ISPWC DIVISION 700. THICKENED EDGE SIDEWALK WITH NO REVEAL FOR AGENCY REVIEW g e SEE PLA��R 11• ,`�J LJ LJ 2R FINISH GRADE ASPHALT �. g \ ✓.0 6" o .Z'c ENGINEERS.SURVEYORS.PWNNERS 2"MIN.COMPACTED \ \�\ o"p oo• 9233 WEST STATE STREET GRAVEL BASE COURSE e o o O Oo PHOINE(08)639-6939 FA (208)639-6930 DESIGN BY: BCM NOTES: DRAWN BY: BCM 1. CONTINUOUS PLACEMENT PREFERRED,SCORE INTERVALS AT 5'MAX SPACING. 6 2. MATERIALS AND CONSTRUCTION PER ISPWC DIVISION 700. CHECKED BY: KSK - 3 THICKENED EDGE SIDEWALK WITH 6"REVEAL DATE: 11/5/2013 NTS PROJECT: 13-100 SHEET NO. e G4:O—7 ESC LEGEND 50'MIN EXISTING PAVEMENT y S;T STABTRILIZED ANCE CONSTRUCTION y - NOTES: y WATER BASED WASTE TRENCH ,.k 1. STONE SIXE-USE 2°STONE OR RECLAIMED OR RECYCLED CONCRETE T - /sC\ NOTE: EQUIVALENT INSTALL FIBER ROLL AT THE N y NO BE 2. LENGTH-AS REQUIRED,BUT NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE BOTTOM OF THE EXISTING CHAIN FILTER CLOTH (OPTIONAL) RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). STAGING/PARKING AREA y y LINK FENCE AND ALONG A 3. THICKNESS-NOT LESS THAN 6 INCHES. y LEVEL CONTOUR AS SHOW. FIBER ROLL PROFILE 4. WIDTH-10 FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 0 FIBER ROLL y SLOPE EXISTING GROUND 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING V ��,' OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LCT. FIBER ROLLS „ 51 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD ----------LIMITS OF DISTURBANCE a _V N• - m 50'MIN o CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF y dl/ - PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE --<611 _ �� PERMITTED. EXISTING GRADE CONTOUR 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH y2 '/.� y a _ g f WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC 3/4"x 3/4"WOOD STAKES. J---10'MIN 0 10 20 40 60 �� EXISTING RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH MAX 4'SPACING .; o PAVEME ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT -� ESC SIGN .:: OF ANY MEASURES USED 70 TRAP SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. PLOD $COI6 VERTICAL SPACING y B. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO • MEASURED ALONG y - - plpN WFIy ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED,IT THE FACE OF THE INSTALL A FIBER ROLL NEAR SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS 2 SLOPE VARIES SLOPE WHERE IT LOPE IONS 1 INTO AN APPROVED SEDIMENT TRAPPING DEVICE. VICINITY MAP O INTO A STEEPER SLOPE _L 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER vl EACH RAIN. SITE SPECIFIC NOTES z - 1. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN W '^ FIBER ROLL STABILIZED CONSTRUCTION ENTRANCE(MUD&DIRT TRACKING CONTROL) STORAGE CONTAINMENT AREA. DISPOSE AT A FREQUENCY °s tnGD o NTS NTS ACCORDING TO CONTAINER SIZE. z s AREA OF THE PROJECT SITE IS . 2. PRESERVE TO ENATIVE VEGETA DISTURBED BTTIONRWHIEREI POSSIBLE. AARCRES. y / POLE LINE ROAD /,y 3. THE CONTRACTOR SHALL COORDINATE PROPER ESC AND PROTECT / % SURROUNDING PPP RMPROVEMES WITH ENTSMBACTORS COMPLETELY LOCATION d _ '\ .. .. - 4. INLET PRO TECTION TO BE LE TOLLED.. S ON ALL PROPOSED t-I-it 77 CROP INLETS AFTER COMPLETION OF STORM DRAINAGE PROPOSED INLET`. q SYSTEM. _ O SNTS l I BMP IMPLEMENTATION 1w� 1, STABILIZED CONSTRUCTION ENTRANCE,FIBER ROLL,AND LATITUDE: 42'35'32.62"N 11 A,II, t_ u- a W..W �, W �. W �, WESC SIGN W / INLET PROTECTION,AS NEEDED,MUST BE IN PLACE AT O -ifl i W W W W W I W W W COMMENCEMENT of CONSTRUCTION. LONGITUDE: 114'28'40.35"W !411 � - - - - GENERAL NOTES CONTACT INFORMATION v ''I ` +• �` 1. ANY MODIFICATIONS TO THIS PLAN SHALL REQUIRE PLAN PREPARER: ANDREW NEWELL J APPROVAL THE PLAN DESIGNER. KM ENGINEERING,LLP Q PROPOSED INLET. (t� I - 9233 WEST STATE ST. LL �•+^,:r�' 'I 2. ALL PORTABLE REST ROOMS SHALL BE LOCATED AS FAR BORE,IDAHO 83714 soco I. FROMROSS,PUBLIC AND PRIVATE STORM DRAIN SYSTEMS ASSTABIUZED z .,•I \,/ FIBER ROLL PER ENTRANCE PER DETAIL nTHIS SHEET ROOMS ON LTO PROTECT AGAINST POE PROVIDE NT AREAS TONG REST EXPIRES: 11LICENSE M-B055-2 ON12-00157 DETAIL THIS SHEET I STAGING/PARKING AREA VANDALISM. SIGNATURE:•'/i,/6%��DATE:I�'S�ZCJ13 +I+.• ` 3• MP NO.31 OF THE CA TA DE INLET STORM WATER BEST BMANAGEMENT PRACTICES W FOR OG CITIES AND COUNTIES FOR ANY PROPOSED RESPONSIBLE PERSON(S): DRAINAGE STRUCTURES INCLUDING ANY INLETS IDENTIFIED U ON SITE THAT ARE NOT SHOWN ON THIS PLAN. Q d� 4. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND d W W� DISPOSED OF AT AN APPROVED LOCATION. EXCESS (STORM WATER AND NON-STORM WATER °° ,n•� L'' MATERIAL MAY BE TEMPORARILY STORED ON I ) I" APPROVED BY OWN A PRE APPROVED LOCATION. 00O LICENSE N0: ON I. ER)AT SITE TI I- W I - L 1 5. ALL SPECIFIED BMP'5 BEST MANAGEMENT PRACTICES) z Y ® I. ; SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE Q MANUFACTURERS RECOMMENDATIONS,AS APPLICABLE. < f ZD 6. DIRT AND MUD TRACKING ONTO STREETS IS PROHIBITED. ESC GENERAL NOTES LIMITS OF DISTURBANCE PROVIDE SUITABLE MEASURES TO PROTECT AGAINST MUD INLET PROTECTION PER I WATER BASED WASTE TRENCH AND DIRT TRACKING.SWEEP STREET AS NECESSARY. 1. UPON COMPLETION OF PROJECT ALL PERMANENT STORM ~ W DETAIL THIS SHEET. oe, \ PER DETAIL THIS SHEET WATER MANAGEMENT SYSTEM MAINTENANCE WILL BECOME N "__I '--T / 'I 7. SEE LANDSCAPE,GRADING AND DRAINAGE PLAN FOR W I! THE RESPONSIBILITY.OF LOCAL GOVERNMENT AGENCY .__I ADDITIONAL INFORMATION,FINAL SOIL STABILIZATION AND/OR THE OWNER(S). Te MEASURES AND PERMANENT BMP'S. Q T,,,) PROPOSED INLET T: �, W �, L + v . . �?' 2. CONTRACTOR TO SUBMIT PROPOSED CONSTRUCTION > V) 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PROCEDURES AND TIMELINE TO RESPONSIBLE PERSON(5) (� W ae_ � .• LATEST EDITION OF THE ISPWC AND CATALOG OF STORM BEFORE COMMENCEMENT OF CONSTRUCTION. U 4y -� _s f o W AND WATER BEST MANAGEMENT PRACTICES FOR IDAHO CITIES 3. INSPECTION RECORDS SHALL BE MAINTAINED AT THE L Lu INLET PROTECTION PER / & T }�( - - r• W INTERVAL INDICATED IN THE REPORT BY THE --1 DETAIL THIS SHEET. I p s°, 'I 9. THE CONTRACTOR IS RESPONSIBLE FOR APPLYING FOR RESPONSIBLE PERSON. SEE REPORT FOR INSPECTION C 7 it °i i 2'MIN AND OBTAINING ALL APPLICABLE LOCAL,STATE,AND RECORDS REQUIREMENTS. RESPONSIBLE PERSON SHALL G - 1 FEDERAL CONSTRUCTION PERMITS. CKEEP OMPLETE COPY INSPECTION SWPN REPORT RECORDS WITH A MINIMUM OF THREE U O LL YEARS PAST COMPLETION OF PROJECT. WWWW . W 1 - Wr Ty 4. RESPONSIBLE PERSON SHALL MAINTAIN A LAG OF ALL c--i GENERAL AND SUBCONTRACTORS THAT ENTER THE Y PROJECT SITE. SEE REPORT FOR LOG FORM. A LI fII �_ COMPLETE COPY OF THE LOG SHALL BE KEPT WITH THE U i- Ti TIF SWPPP. O \ NOTES• 5. THE STORM WATER POLLUTION PREVENTION PLAN,HERE J I 1. LOCATE A MINIMUM OF 20 FEET FROM ROADS OR STORM DRAINAGE AFTER"THE PLAN-,SHALL BE THE RESPONSIBILITY OF m DRIVE � SYSTEMS. TCB6E�8 / ,�+ ,; 1, LIMITS OF DISTURBANCE 2. LINE TRENCH WITH A MINIMUM OF 10-MILL POLYETHYLENE SHEETING,FREE THE RESPONSIBLE PERSON TO ENSURE THE PLAN IS OF HOLES OR OTHER DEFECTS. IMPLEMENTED AND TO DETERMINE THE LOCATION WHERE N .�,�' PROPOSED INLET - \ "' 3. IF TRENCH FILLS WITH WASTE,CLEAN SOLID WASTE OUT AND DISPOSE OF THE PLAN IS KEPT. INLET PROTECTION PER ' ' I WASTE AT APPROVED LOCATION TO PREVENT OVERFLOW. 06 DETAIL THIS SHEET. % 4. AT COMPLETION OF CONSTRUCTION REMOVE ALL SOLID WASTE AND DISPOSE OF A7 AN APPROVED LOCATION. c-I WATER BASED WASTE TRENCH h- �� NTS O CURB OPENING I FIBER ROLL PER "R BARF FROM BAG ,. DETAIL THIS SHEET (FF=3639.50' of REMOVALR M INLET /�/,////////////// / I ll I m •' ' (REPAR NOT INCLUDED DRAWING STATUS: 106. OPTIONAL OVERFLOW FOR AGENCY REVIEW SILTSACK® FOAM < I �• I DUMP LOOPS m �' \' d• ••A, (REPAR NOT INCLUDED) FIBER ROLL PER 'q y I W DETAIL THIS SHEET a D LIMITS OF DISTURBANCEoe SIDE VIEW INSTALLED ENGINEERS.SURVEYORS.PLANNERS ,. .• r, '. •. .PROPOSED INLET , t a Y_ EXPANSION 9233 WEST STATE STREET M •. .• RESTRAIN BOISE IDAHO 83714 *m, t - L_.._- ---- - ---.__. PHONE(208)63%939 8 .. .. FAX r ( - L208)639-6930 DESIGN BY: BOA i9 C z (A �, a ) - CHECKED BY: KSK F3 l)}f_p {r�T / A y \ _y'As'v ` ii / °• . TO F- L INSTALLATION DETAIL DATE: IIN2013 T( "' M PROTECT: 13-IDO SHEET NO. pm"40�� r s INLET PROTECTION C$ NTS SSYONAL�Oi a 1616 N y ��- •-----------------------, D -03-03—o3—a3--m—m� Y \ 11-05-2013 s—s—s—s--s--s---s-- S \ - ---- --------------*-- -- ---__------ - T ,G--,D—a3—aa—•m-'----•-d3 \ \. ,� _ PRESERVE&PROTECT EXISTING WATER SERVICE 40 60 - ..COORDINATE WITH UTILITY SHEET. .i• \ .. \ 20 Plan Scale SAWCUT XI AV _-W._.,_,.-w-PRESERVE&PROTECT -'.w _—w w._;EXISTING I _P.WEM _w-r. ,...._w - NG ENT y� _. . ,..\ .. EXISTING STOP SIGN. -Ep..,_. - \ .. EP --p \. z Z --------------------------------------------------- DEMOLITION LEGEND o --- � � ' REMOVE EXISTING CURB. d _ PRESERVE&PROTECT EXISTING GAS SERVICE. DEMOLITION AREA K COORDINATE WITH UTILITY SHEET. PRESERVE&PROTECT/EXISTING POWER — —SAWCUT LINE •� \ I :°a G, REMOVE APPROXIMATELY 2 LF SERVICE. COORDINATE WITH UTILITY SHEEP. ' \ \ I EXKSTINC CURB&GUTTER. 2048— EXISTING CONTOUR p `'•, SHEET NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF •• \ \I \ SAWCUT EXISTING PAVEMENT CONSTRUCTION. 2. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY 3' '• .\ ,� REMOVED FROM THE SITE. REMOVAL OF EXISTING CONSTRUCTION DEBRIS MUST CONTINUE TO EXPOSE t g 'I. ��-.� '•", I aI' "\ NATIVE,UNDISTURBED GRANULAR SOILS. SUITABLE Sd {I NATIVE SOILS INCLUDE GW.GP,GM,SW.SP,SM IN ACCORDANCE f; '4•'' .; '� <;' D• 4•'X• sl I' SYSTEM(USCS).TM THE UNIFIED SOIL CLASSIFICATION 0 x• p;. '4' .$c •I�I 3. AFTER REMOVAL OF ALL DEBRIS,THE EXPOSED, MATERIALS TESTING&INSPECTION(MTI)TO VERIFY J t ••A, •* •J �\ SU TA XCAAALS TESTING OF &INSRAIDE INSPECTION FOR PLACEMENT OFTED AREA SHALL BE INSPECTED BY E J I \ e STRUCTURAL FILL. THE EXPOSED SUBGRADE MUST BE Q 7 A COMPACT,FIRM AND STABLE CONDITION PRIOR Ll REMOVE EXISTING CURB TO FILL PLACEMENT. THIS WILL PROOF-ROLUNG THE IN CONFIRMED BY A MANNER ACCEPTABLE TO THE TESTING AND INSPECTION z '.I"�'• o CONSULTANT. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING .�• I �: OF ALL DEMOLISHED MATERIALS TO AN APPROVED F- i,.y ,.• OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER U 04, PRESERVE Be PROTECT EXISTING SEWER SERVICE. REMOVAL FROM THE SITE. a., COORDINATE WITH UTILTY SHEET. 5. CONTRACTOR SHALL COORDINATE WITH All UTILITY Q COMPANIES PRIOR TO START OF DEMOLITION WORK TO J VERIFY THAT SERVICES TO STRUCTURES BEING d DEMOLISHED HAVE BEEN PROPERLY DISCONNECTED. � 6. CONTRACTOR IS RESPONSIBLE FOR SECURING AND Y „a• �'� PAYING FOR ALL PERMITS REQUIRED BY ANY Z POLITICAL SUBDIVISION OR AGENCY. Q Z $�. L. 7. CONTRACTOR SHALL BE REQUIRED TO PROVIDE FULL Q Q '•�I u SAWCUT EXISTING PAVEMENT TIME WATER TRUCK FOR DUST ABATEMENT DURING Q { ALL DEMOLITION AND REMOVAL OPERATIONS. * l B OPE ATIONS TO PREVENT SOILCT S RUCTION I- W Z �I.. Liz OWIY I SITE•OR ENTERING BJECTIONABLE THE PUBLIC RIGHTS-OF-WAY.IAL RUNOFF FROM LEAANG THE W J O YTnrd, I Ln Q I- 9. CONTRACTOR SHALL REMOVE ALL TREES ON-SITE. Cn > J 10. CONTRACTOR SHALL CLEAR AND GRUB GRASSY AREAS O TO B"MINIMUM WITHIN THE CLEARING LIMITS SHOWN U ON THE CONSTRUCTION PLANS. ADDITIONAL DEPTHS Lu 3 - '' �.,' l a'•', MATERIALS AS DETERMINED BY GEOTECH CONSULTANT. Q f MAY BE NECESSARY TO OBTAIN SUITABLE SUBGRADE J�j LyU I 11. CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING 5 I c SERE TRUCTURAL FILL IS TON BE LACED.CTOPS IL AD VEGETATIONONTRACTOR LL I, SHALL STOCKPIE MATERIAL IN DESIGNATED ON-SITE ,•I I.' o I SPOIL PIE LOCATION FOR LANDSCAPING. MATERIAL O IN EXCESS OF THE LANDSCAPING NEEDS SHALL BE r-I DISPOSED OF IN AN APPROVED OFF-SITE LOCATION. I '�.,,".': .` REMOVE EXISTING CURB 12. IF ANY EXISTING SEPTIC SYSTEM IS FOUND IT SHALL Y BE REMOVED ACCORDING TO THE REQUIREMENTS OF U THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY O TECHNICAL GUIDANCE MANUAL.THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK. J g �. ;•I�, ALL BURIED PIPING SHALL BE EXCAVATED AND m e y > I 111 P TR TO ACED FROM THE SEPTIC TANKS TO THE DRAINFIELD" THE FULL EXTENTS.THE CONTRACTOR SHALL N 4 'I VERIFY TIaE EXISTENCE OF THE DRAINFIELD AND $HALL EXCAVATE THE SOILS TO AT m THE GROUNDWATER LEVELIORI ALS DIRECTED BY THEST 06 �' •.?: . .. :.'' '. .: .'I. .. ...a GEOTEC ENGINEER AFTER FIELD SITE (n I I I INSPECTIONON O OF THE DRAINFIELD AREA.THE DRAINFIELDO SOILS SHALL BE DISPOSED OF OFF SITE. 13. ALL PAVEMENT MATCHES,INCLUDING DRIVEWAY APPROACHES AND UTILITY STREET REPAIRS WITHIN CITY SAWCUT EXISTING PAVEMENT J OF TWIN FALLS RIGHT-OF-WAY IS TO BE THE • ','.' .. I .I: : EXISTING STREET PAVEMENT SECTION PLUS AN TH IITIO AL 2"NOT TO EXCEED S"IN TOTAL •..'�. .,.�.:.. : I,' PRESERVE&PROTECT XISRNG LANDSCAPE CURB. -----------------.._...._ ---------------------------...-- AWING US. PRESERVE&PROTECT EXISTING CAS SERVICE. E I' • '.'I, '' COORDINATE WITH UTILITY SHEET. "; �°• STATUS: _ ------------------------- ---------------------------- .. cc— • I DR "1EX13TINGELAN!Jb PING. - FOR AGENCY REVIEW n R P 00 _.. ----- \ \ " �P"'"�,_ •_ `_`. -P—Ap --B 0 _ ..�..�p 'Tar Sy� ^' T ----- Z IN PI PI—PI PI—PI PI--PI--PI—PI--PI—PI—.._-PI------PI—PI PI—PI—PI—PI PI---PI.-...-__...PI—PI-_._..........-PI--.-....--.PI---I-PI PI._.—PI__.--_PI-1�—F—PI PI—PI—PI PI—_.-pl_...........pl..... d ENGINEERS.9233 WEST STAOTE STREET NNER BOISE,IDAHO 83714 Q'd Is I _ _ _ _ _ ............._ __ _. _ - PHONE(208)639-6939 mod, �.d -sl _ _ _ _ - - - _ _ _ _-_ _ - __ _ _ _ _ _---r _ - - -- _ - _ .__.._.. _.. FAX I208I 639-6930 SI _,;_SL��-sr._�_ . '—•Pd4 .51.--..._gYl'-$._SI_�.��_ _ I y., DESIGN BY: BCM p ...,_._� p,__._SI____$1 SI__,—_51�- -.._ y e(,.) - DRAWN BY. BCM ' c Q '_"'_�-•._----�._.�_..�„(..L_.,.�.,.' -- O -`Q-sl -.gl-...._..- __y_4--s�- d .,I ._^.._.sl __._�—q=.•e- CHECK ED BY: K9K a V Ni � DATE: 31/6/2013 V, PROJECT: 13-100 a SHEET NO. a 5 ° a v ° v °� °, a O I . o q ° ' a. PLANT SCHEDULE ( r"gyro's, I I II I f3 g P.Lf0 APPROXIMATE LOCATION FOR IRRIGATION O�0, y'�•* CROSS CONNECTION WITH POTABLE SYMBOL QUANTITY COMMON BOTANICAL SIZE/COND. MATURE SIZE Tree � :F �'1yj r� -------------------� WATER(SEE P.I.NOTES i)6 AND�9) IL m-ea-m-m-m-m-6a NAME NAME Ht.x Spread Class s " s I /Ls-s-ss-ssss 5 \ Trees �Z• LA u4 :'a ----- ---- --------- --- •c' � CP I •,1 Shademaster Honeylocust Gleditsiatriaanthos'Shademaster' 2'B&B 45'x40' II ...,••'• � 9 3 • - - - - - �� -r--�- - -- - w w w W-x-w�-w www. w�-w-- w-w. �--w - w w w L------ � �_, 3 Thornless Cockspur Hawthorn Crataegus crusgalli var.inennis 2"B&B ZLY x 15' I o s s w RI �- ,gJ \i - a-, a C• O• - r 1 6 White Flowering Crabapple Malus spp.'Spring Snow' 2"B&B IV 20' 1 • c I \ \\II I`I 3 I cp F \�: SYMBOL QUANTITY COMMON BOTANICAL SIZE/CONED MATURE 512E Z 4I III-' I rryy�e� I (2) INCH PVC SLEEVES FOR 0 I, I y�'A5� D ~ \ I t DRIP IRRIGATION MAIN AND CONTROL NAME NAME Ht.x Spread H -\ WIR (TYP.)AS REQUIRED TO REACH Shrubs UM �I I w _. �O ♦ \ ALL PROPOSED PLANT MATERIAL OC _ 22 Russian Globe Peashrub Caragana frutex'Globosa' i 16AL 4'x3' W I 6 I f I I trsr of \ a \ ® 51 Apache Plume Fallugia paradoxa 1 GAL. ( Tx 3' � 5 y FDC&PN U) I \ �� • 69 Ando2Juniper Juniper us horizontalis'Plumosa Compacta' 1GAL. I al r _ 55 Douglas Rabbitbrush Chrysothamnus viscidiflorus IGAL. Tx 3' I Ia 4. GENERAL LANDSCAPE NOTES 1 r: 1. VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THE LANDSCAPE PLANS AND IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE J II I LANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR INSTALLATION. J 2. CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT ANY DISCREPANCIES OR CONDITIONS WHICH WILL PREVENT THE PROPER EXECUTION OF THIS WORK PRIOR QLL } TO BEGINNING WORK. 3. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. Z 4. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG ALL PLANTER BEDS LINE,INC.® 1.800.342.1885. PROVIDE ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING SHALL BE SURFACED SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. WITH ORGANIC BARK/SOIL AID 5. CONTRACTOR SHALL STAKE ALL TREES TO PREVENT TREE FROM MOVING OUT OF PLUMB. W �' Q^ •' • (SEE GENERAL MATERIALS U I 0 LANDSCAPE NOTE$9) 6. SOOAK D DWITHPWATERAND PLACED IN MU CH D IMMEDIATELY FOLLOWING BE PROPERLY BACKFIELD PRIOR TO THE END OF THE WORKING DAY. ALL SAUCERS SHALL BE Q Ir 7. ALL WRAPPING MATERIAL SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PORTION OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED f1 F BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM ROOT BALLS g I ' PRIOR TO BACKFlWNG. z LLI I Z ♦., 18. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN HEALTHY GROWING CONDITION. Q z w I II 4 19. ALL PLANTING BEDS EXCEPT ANNUAL/PERENNIAL BEDS SHALL BE COVERED WITH A MINIMUM 3'DEPTH OF MEDIUM GRIND ORGANIC BARK CHIPS OVER COMMERCIAL � J GRADE WED BARRIER. cc $ un IF - G ----- _----- -- -------- 10.ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL I- , LLJ FOUND DEAD OR NOT IN HEALTHY CONDITION IMMEDIATELY WITH COMPARABLE SIZE AND SPECIES AT NO COST TO THE OWNER. W CL Z" G.. C - -TG.... G G G G GG-G G G G G G W J w, G �- ® 11.FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS TO REMOVE LOW AND HIGH POINTS AND TO PROVIDE POSITIVE DRAINAGE. REMOVE ROCKS OVER 1"IN ANY J Q � � DIMENSION,STICKS,R00T5,RUBBISH,AND EXTRANEOUS MATTER. � j tU 1 _t„ Y '• 12.IN ALL PLANTER BEDS THE TOP 6 INCHES OF SOIL WILL BE AMENDED AT A RATIO OF 3 CY OF ORGANIC MATTER PER 1000 S. ROTO-TILL ORGANIC MATTER A -- MINIMUM OF 6'INTO TOPSOIL T T T T �- f 1.3 FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. W Z Q I � ,�p J Q J i Tw ACES OF BEDS SHALL HAVE I MINIMUM OF 18'OF TOPSOIL SPREAD,COMPACT,AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3'BELOW PI PI-PI-H % % �gPI-PIPI % PIS-PI PI-R PI--}PIPI- �q��1f`� SURFACES OF WALKS AND CURBS IN PLANING BD AREAS. U lY'y11`r`•' 75.REUSE EMENTS AND Li- AMEND ASISNECESSARY.TING ETOPSOIL SHALLKBE AD LOOOSE.FRIIABLE,SANDY LOAM,CLEAN AND FREEF AVAILABLE VERIFY SUITABILITY OF SOFFTO IC MAITERIALS,NOXIOUS WEDS,WEDL TO PRODUCE TOPSOIL NGSEE S,RROCKS.GRASS, O �,�p OR OTHER FOREIGN MATERIALS AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS,CONTRACTORS ARE RESPONSIBLE FOR C M � PROVIDING AN APPROVED,IMPORTED TOPSOIL THAT MEETS THE FOLLOWING CRITERIh r-1 CLEAN TOPSOIL OF ROOTS,PLANTS,SOD,ROCKS,CLAY CLUMPS,AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. Y " - - b. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED,PROVIDE NEW TOPSOIL THAT IS FERTILE,FRIABLE,NATURAL LOAM SURFACE SOIL,AND REASONABLY FREE U OF SUBSOIL,CLAY LUMPS,BRUSH,WEDS,AND OTHER UTTER,AND FREE FROM ROOTS,STUMPS,ROCKS LARGER THAN 2"IN ANY DIMENSION,AND OTHER EXTRANEOUS O - D PROTECT IX MATTER HARMFUL TO PLANT GROWTH. J c. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS OF THAT FOUND AT THE PROJECT SITE. LAN CAP D RR - - POLE U OAD IFRO N I d. OBTAIN TOPSOIL ONLY FROM NATURALLY WELL-DRAINING STIES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS TITAN 4". Co - DS REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY,FERTILITY,AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY. f. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. Tel - - • - 16.IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF-SITE. 0-6 _ 1)Landscaping,Obstructions 17.REPAIR AND/OR REPLACE ANY EXISTING LANDSCAPE AREAS WITHIN THE WORK LIMITS OF THE PROJECT THAT HAVE BEEN DAMAGED OR REMOVED IN THE COURSE OF -i NT SET. MATCH ALL MATERIALSREPAIREDOR I I C ants Posts,fences,growth,trash,storage and other materials or objects shall not be placed kept near fire REPLACED TO ENSURE CONSISTENCY. � hydra , rants,fire department connections or system control valves n a manner that would prevent that THE COMPLETION OF THE PROJECT. INCLUDING WORK DONE BY OTHERS THAT IS SHOWN IN THE CONTRACTED PI at would - - - - - - - - - - prevent such equipment from being immediately discernable or hinder ediate access.(IFC 506.5.4) 18.CONTRACTOR'S MAINTENANCE SHALL INCLUDE: O - PRUNING,CULTIVATING,WEEDING,WATERING,AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND J DISEASE UNTIL FINAL ACCEPTANCE BY OWNER. j. RE-SET SETTLED PUNTS TO A PROPER GRADE AND POSITION. k. RESTORE PLANTING SAUCER AND ADJACENT MATEROLAND REMOVE DEAD MATERIAL I. TIGHTEN AND REPAIR GUY WIRES AND STAKES AS REQUIRED ONLY IF ORIGINALLY NEEDED. 0 m. CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOMES APPARENT AND WEATHER AND SEASON PERMIT. DRAWING STATUS: STAKES S(MIN. W.)TREIE ° PRESSURIZED IRRIGATION NOTES STAKES(MIN.6 HT.) °o�° MULCH T11 TIES CHAIN / O 6 f� 2'MULCH IN BASIN °pO ... 3'HT.WATERING IY TREE N! BASIN BERM 0 15 30 60 90 1. INSTALL ALL CROSSINGS OF PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND ONE-HALF FOR AGENCY REVIEW FINISH GRADE PLANTING PIT gel FERTILIZER TABLETS. (2-1/2)BACKFIL FEET µD IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO G. 3 SHALL BE A 2-6'DEPTH 3'HT.WATERING BASIN DEPTH Plan Scale 43' BERM MIN'RO TWICE BA.CKFILL SOIL MIX 2. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE Ir �TROOTBALL 6'MIN. IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE FERTILIZER TABLETS FOLD BURLAP HACK CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBUC DRINKING WATER SYSTEMS(IOAPA 58.01.00)AND SECTION R SHALL FROM TOP HALF OF BE A ROOT- _-- - RUOTBNL ROOT BA1L AFTER 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). MINIMUM OF AT _ FOLD BACK BURLAP FROM WIDTI PLACING SHRUB IN TWICE THE TOP 2/3 OF ROOT BALL 6'12- 6' 6 METALLIC PIT 3. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METAC RED IN COLOR,WITH THE WORDS DANGER -UNSAFE WATER OR i; ROOTBALL MIN MI MIN' MIN MIN. NON-POTAB WATER CLEARLY MARKED ALONG ITS LENGTH. PUCE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE ZDEPTH BACKFILL SOIL MIX TOP OF THELE PIPE. 12' PLANTING PR F MIN COMPACTED S MOUND OF SHALL BE A MINIMUM 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WTRI DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. 21 3' LV,CKFlLL SOIL MIX OF 2 TIMES THE ROOT- NOTE:REMOc TREATED ENGINEERS.SURVEYORS.PLANNERS e 6 RGG1aM1 6 8 PIT 3 TIMES AT BASE OF OR SYNTHETIC BURLAP 3 N1mH III WI &3 TIMES RO GRADE. GGMPLE,ELY. IRRIGATION SOURCE NOTE 5. LIBEL AT VALVE BOXES AND VAULTS WITH DURABLE F T CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.THE VALVES AND BOXES ARE TO 9233 WESDAHO 93714ET d NOTE REMOVE TREATED WIDTH AT FINISH GRADE. BE LOCATED A MINIMUM OF TEN(10)FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,PRIVATE ROADWAYS AND TRAVELWAYS. eOISE,IDAH083714 PLANTING PTI- OR SYNmETIC BURLAP IRRIGATION OF THE STREET BUFFER ALONG PHONE(208)63%939 COMPLETELY. REMOVE POLE LINE ROAD SHALL BE VIA THE 6. INSTALL A REDUCED PRESSURE DOUBLE-CHECK BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION FAX(2091639-fi930 SHALL RO BE A MINIMUM OF TWICE ANY SOIL AND//CR MULCH EXISTING PRESSURE IRRIGATION SYSTEM SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF TWIN FALLS. o THE ROO7BN1 WIDTH AT BASE OF AWAY FROM WE CROWN PR&3 TIMES ROOTBALL WIDTH AFTER INSTALLATION. SHRUB PLANTING DETAIL CONNECTION APPROVED AND INSTALLED AS DESIGN BY: TPM AT FINISH GRADE PART OF THE WALGREE14S PROJECT. 7. ALL PROPOSED PLANT MATERIAL WERE SELECTED FOR THEIR DROUGHT-TOLERANT CHARACTERISTICS. PLANTS WILL REQUIRE MINIMAL IRRIGATION, ONCE ESTABLISHED, NIS ALL OTHER NEWLY PROPOSED PLANT DURING PERIODS OF PROLONGED DROUGHT AND HEAT.DURING FIRST TWO SEASONS,PLANS WILL REQUIRE WEEKLY IRRIGATION TO ESTABLISH ROOT MASS. DRAWN BY: TPM MATERIAL SHALL RECEIVE DRIP IRRIGATION CHECKED BY: KSK TO PLANTER BEDS AND TREES VIA B. LANDSCAPE CONTRACTOR SHALL INSTALL DRIP IRRIGATION FOR ALL NEW SHRUB BEDS AND TREES,AND SET PROGRAM SO THAT EACH PLANT RECEIVES THE REQUIRED CROSS-CONNECTION WITH THE CITY, AMOUNT OF WATER TO ESTABLISH A HEALTHY ROOT MASS. DATE: 11/5/2013 a DECIDUOUS TREE PLANTING AND GUYING DETAIL METERED,POTABLE WATER SYSTEM. PROJECT 13100 9. IRRIGATION OF ALL NEWLY PROPOSED SHRUB BEDS AND TREES SHALL BE VIA ACROSS-CONNECTION WITH POTABLE,METERED.CITY WATER. SHEET pP N Yv RECEIVED CODE ANALYSISN �a-%- w ver' s IF0_*1\.estau Cu rant OI'ff OF THIN FALLS oN ll INO DEFT• R� � � I � � � CODE REVIEW BASED ON INTERNATIONAL BUILDING CODE,2009 JAN 0 3 2014 LIFE SAFETY DATA REFERENCE O ' CONS NGUSE GROUP A.2 IBCam603.1 Lots 2 & 3 Block 1 Pole Line Road CONSTRUCTION TYPE s pm ust.4lnprolededl IBC01.5032s TWIN FALLS FIRE DEPT. BUILDING HEIGHT IBCtbl.503 , , (3) ALLOWABLE PAVE HEIGHT lstary,4U C CO PROPOSED EAVE HEIGHT ,Marv.H-23'd" Magic Valley Marketplace Subdivision oLn BUILDING AREA IBCthl 503 - ALLOWABLE AREA 6,WOSF INCREASE-FRONTAGE,IW%open perimeter 4,500 SF IBC 506.2 p INCREASE-SPRINKLERSYTOTSTEMAL ALLOWABLE AREA 28,500SF 0 SF IBC506.3 a l rpf.e op&, TOTAL PROPOSED AREA 4,471 SF Roof odnt FIRE SUPPRESSION Blue is FULLY sDdnNl¢retl (n J REQUIRED PROTECTION OF BUILDING ELEMENTS IBC IN.601 W V #0 J SnuMnal Frame O HR Y M LL Rearing Walls gHR Twin U) m 00 Nonheadlg Wags en Floc Construction 0 HR 111 s ® w MRapt ConsWdion OHR _J ,��( N EXTERIOR WALL FIRE RESISTANCE M IBC tbl.602 KJ _ O CU F"a Separation DlsWnce>30 0 HR 0 N L CONCEALED SPACES with SPRINKLERS C 17.4.3 u) .0 CZC Attic DreflstcoDina NOT REQUIRED W O CN — INTERIORFINISHREQUIREMENTSwfthSPRINKLERS IBC mI.803.9 Z J G I— (� VerIcal Eldls and Ex0 Passageways B Exit Access Corridors,Exit Ways S c Rooms and Enclosed Spaces 300 or Fewer Occupants C — FIRE PROTECTION SYSTEM REQUIRED IBC 903.2.1.2 0® E p0 Fire Ama<5,000 SF rr Fire ArlOcaganl Load>100 U N Fre Area at Level oI.Oiacnema MANUAL FIRE ALARM AND DETECTION SYSTEMS 7BOX REQUIRED IBCsac.9D7.2 IIIIIU 'S N m Oc nl Lead<30D ADDITIONALNOT REQUIRED IBC Sec 9072.1 a dU MEANS OF EGRE CUPANT LOAD LL no V 95 LF Feed Booth Sealing @24"/pee 48 ,3B—ACTUAL IBC 1054.7 d d 739 SF Unconcenbated table/chairs@ 15 SF neVoccupanl 50 ace.,64 Dec.ACTUAL IBC to.1004.1.1 N-La o 419 SF Standing Space SF netroaupam 84aa. IBC ml.100/.1.1 U 2 m 81 SF Business@ 100 SFgroselompanl 10- IBCth 1004.1.1 1,724 SF Commended Kitchen @200 SF gross/occupant 9oce. Be ml.1W4.1.I 117 SF Storage,Uility @ 300 SF gressloccupanl 1 Due, IBC mI.1004.1.1 ' TOTAL OCCUPANT LOAD 207 OCC.ACTUAL REQUIRED EGRESS WIDTH with SPRINKLERS IBC 1005.1 SMirs@.3'/occ NA on.Egress@.Y/oc 41.4" ACTUAL EGRESS WIDTH Floor Plans Stairs NA SOther PRINKLERS 150' CODE PLAN SPECIAL INSPECTIONS SHEET INDEX MAX ALLOW.TRAVEL DISTANCE with SPRINKLERS 250' IBC16,7 MAXIMUM ACTUAL TRAVEL DISTANCE 71' Floor Plans Q NUMBER OF EXITS REQUIRED 2 " ,9.t CIVIL&LANDSCAPE DRAWINGS FOOD SERVICE FOR REFERENCE ONLY CU d¢%7 NUMBER OF EXITS PROVIDED 1 Floor Plans 1.THE CONTRACTOR SHALL EMPLOY THE SERVICESOFANINDEPENDENTTESTING J _ LABORATORY.OR LABORATORIES.AS HEREIN, SERVICES RFORM TESTS SCRIBE AND UNDER SEPARATE COVER MINIMUM ROOF COVERING CLASSIFICATION Class ISC ml.7505.7 MAKE INHALLIIOCLUDETEFOLLWINEIN.SERVICES TO BE PERFORMEDAS DESCRIBED tN ADOPTED AND EFFECTIVE BUILDING CODES BELOW SHALLINCLUDE7HEFdLOWNG FBI FOOD SERVICELAYOIR LU p` e)STRUCTURALCOMPONENT FABRICATORS, Z c W U V _EDITION e)HIGH LOAD DIAPHRAMS dA c y INTERNATIONAL BUILONG CODE E ON )SOILTESTNG, W LU z� d)EIFS. O o 1 IDAIq STATE PLUA6INGCODE 2.TESTING LABORATORY SHALL BE RESPONSIBLE FOR CONDUCTING AND INTERPRETING ARCHICIETECT MECHANICAL ELECTRICAL&PLUMBING O Q.OD W N INTERNAnONLL MECXPNIGLL CODE,2009 EDITION AGREED-UPON TESTS,STATING IN EACH REPORT WHETHER OR NOT THE TEST 7 INTERNATIONAL FUELGAS CODE,2009 EDITION AR 865674 NTERNATKXUL FIRE WDE,20C9EDmON CONFORM TO ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS,AND SPECIFICALLY U INTEIR ONALENERGYCONSERVATDNCODE,2009EDMON SEE INDIVIDUAL SHEETS FOR SIGNATURE8SEAL ` NOTING ANY OEVIATN)NSTXEREFROM. U ACCESSIBILITY AND USMII 1rY CODE ANSI At17,1.2003 EDITION ARCHITECTURAL W S.TESTING LAB INSPECTION REPORTS,COPE FOLLSTOOWNG: a)NSPECTION REPORTS,COPES OWNER,ARCXITECT,CONTRACTOR II L 2 .� a)TEST REPORTS,COPIESTO=ER,ARCHITECT,CONTRACTOR,AND COPY OR COPIES &STRUCTURAL I ESL ES1 SITE LIGHTING p TO THE BUILDING DEPARTMENT. Q r 0 a)AFINAL REPORT OF INSPECTIONS DOCUMENTING COMPLETION OF ALL REQUIRED """MmIELLEMAanx P1 PLUMBING PLAN,VTR PLAIN,ROOF DRAIN PLAN,&DETAILS Z INSPECTNINS,AND CORRECTION OF ANY DISCREPANCIES NOTED IN INSPECTNINS STATE OF IDANo o P2 FOOD SERVICE PLUMBING ROUGH-IN PLAN W/SCHEDULE SHALL BE SUBMITTED TO THE OWNER CONTRACTOR,ARCHRECT&THE BUILDING DEPT. � SEAL ALSO COVERS DN.1-120F 0 4.OWNER,ARCHITECT,AND APPROVED TESTING LABORATORY AND THEIR THE PROJECT SPECIFICATIONS. P3 PLUMBING ISOMETRICS&CALCULATIONS - REPRESEMATNESSHALLATALLDMESHAVEACCESSTOTHEWORKTOMAKE M1 HVAC PLAN,DIFFUSER SCHEDULE,CALCULATIONS,& in o INSPECTIONS AND7E5T5.CONTRACTORSHALL PROVIDE PROPER FACILITIES FORSUCH W��t m ACCESS,INSPECTION AND TESTS. DETAILS T Qt M2 HVAC SCHEDULES,GAS PIPING PLAN w/ISOMETRICS,& W - 1 I 5.CONTRACTOR SHALL MANGE OF SUFFICIENT Q1 T701 TITLE SHEET Z 1 " 0 TIME BEFORE PERFORMANCE OF WORKTO PERMRPROPER CONDUCTNF INSPECTIONS Zj m I ANOTEsiS. 5101 FOUNDATION PLAN,DESIGN LOADS,STRUCTURAL NOTES ROOFED.PLANS ¢ E1 LIGHTING PLAN wI CALCULATIONS U ----- 1 - -- - � B.REPRESENTAINES DETESTING LABORATORIES SMALL INSPECT THE MANUFACTURE, 5102 ROOF FRAMING PLAN,FRAMING DETAILS&SHEAR WALLS �o d �� 1 T o ---- I FINDINGS SOLRLIPUCBOVE. MATERIALS AS REQUIRED AND SHALL REPORT THEIR 0 A701 FLOOR PLAN E2 GP POWER PLAN(general purpose)wI SITE POWER PLAN O rn m�"ao FINDINGSAS OIIRINEDABOVE. (A P� ) I _ A102 REFLECTED CEILING PLAN E3 FS POWER PLAN MW service equipment 7.WORK SHALL BE CHECKED AS R PROGRESSES,BUT FAILURE TOOETECTANY DEFECTIVE ) R� /T SF/15 SIF 19 SFI WORK OR MATERIALS SHALL IN NO WAY PREVENT LATER REJECTION WHEN SUCH DEFECT Q7 A103 FINISH PLAN E4 P.O.S.PLAN(point ofsale equipment) 1 1 IS DISCOVERED,NOR SHALL IT OBLIGATETHEOWNER FOR FINAL ACCEPTANCE. E5 ELECTRICAL PANELS,RISER DIAGRAM,B WIRING 5 SF GR A104 INTERIOR ELEVATIONS,DOOR AND WINDOW TYPES NET=84 S. ERIFY THAT OF FABRICATOR MAINTAINED DDECOMPONENT TAILED FABRICATION A105 ROOF PLAN,REFRIGERATION DETAILS DIAGRAMS 1 e)PROCED TIES.1 RICATOR SHALL EOOETAILEPROCEDURES OR QUALITY • -- OCC AND ADEQUACY RELATIVE TO THE THE REQUIREMENTS EFABRI FABRICATORS Q7 A201 EXTERIOR ELEVATIONS AND ADEOIMCY RELATIVE TO TH E CODE REQUIREMENTS FOR THE FABRICATOR'S SOOPEOF WORK. A202 BUILDING SECTIONS I)INSPECTION NOT REQUIRED WHEN FABRICATOR IS REGISTERED AND APPROVED TO ` PERFORMWORKWITHOUT INSPECTION. A401 WALL SECTIONS 9,INSPECTION OF HIGH LOAD DIAPHRAGMS: c> I THE SPECIAL INSPECTOR SHALL: ¢ LO e. INS PECT THE WOOD STRUCTURAL PANEL SHEATH ING TO ASCERTAIN WHETHER IT IS 4,471 Square Feet OF THE THE NOMINDE AND AL SIZE OF FRAMING SHOWNMEMB ON ESATADED BUILDINGPEDG SF/ C/ 1 S Y- b. VERIFY STAPLE DIAMETEONDLENGTH, THE NUMBER O FASTENERUEDGES,THE ¢� / 1OOSF C7 �y (T THAT THE SPACING IN EACH LINE ATEDGE MA GINS,AND \< r,3o9S,F. THAT7HESPACINGBE7WEENFA5IENERSINEACHUNEATEDGEMARGINSAGREES DEFERRED SUBMITTALS WITH THE APPROVED BUILDING PLANS. �Q4�G THE ARCHITECT DOES NOT SUPERVISE,WILL NOT BE RESPONSIBLE FOR AND TYPE I HOOD FIRE SUPPRESSION SYSTEM IS DEFERRED. r 10.SOIL TESTING: WILL NOT HAVE CONTROL OF CONSTRUCTION MEANS,METHODS, WOOD TRUSS DESIGN SUBMITTAL IS DEFERRED. .�P •N THEINISPECTOR HALL DETERMINE THAT THE IN-PLACE DRY DENSITY OF ANY COMPACTED 1 �Gj FILL IS NOT LESS THAN 95%OF THE MAXIMUM DRY DENSITY AT OPTIMUM TECHNIQUES,UM MOISTURE FIRE SPRINKLER SYSTEM SUBMITTAL IS DEFERRED •`,�`— Q CONTENT DETER ERI D IN ACCORDANCE WITH TED TASK D 1557. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR WORK COMPLYING WITH L I N a)VERIFYMATERIA S BELOW FOUNDATIOSK- LU L_—__J a)VERIFY MATERIALS eELowSHALLow FWNDAnoNSAREADEQUATE iopcHIEVETINE LOCAL CODES. BUILDING FIRE SUPPRESSION SYSTEM DESIGN SHALL BE PROVIDED BY W DESIGN BEARING CAPACITY. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE. SUCCESSFUL BIDDING CONTRACTOR.ALL DOCUMENTATION&TESTING W b)VERIFY IXCAVATIONS ARE EXTENDED TO PROPERDFPTHANO HAVE REACHED PROPER Mp7Ewd. CONTACT ARCHITECT IF DISCREPANCIES OCCUR NECESSARY/REDD FOR PERMIT APPROVAL SHALL BE ADDRESSED BY c)PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. SUCCESSFUL BIDDER. l�^/ tl)PRIORTO PLACEMENTOF COMPACTED FILL,OBSERVE SUBGRADEANDVERIFYTHAT AA/ 0 -------.--- THE SITE HAS BEEN PREPARED PROPERLY. BUILDING SHALL BE FULLY SPRINKLERED W/WET PIPE SYSTEM. N TO BE PERFORMED CONTINWUSLYDURING LISTED TASK 0" 1" 2" 3" 4" W - _ aI VERIFYUSE OF PROPER MATERMLS,DENSRIESAND UFiTHICIOJESSES DURING J r '- ------- PUCEMENTAND COMPACTION OF COMPACTED FILL � _ - - - -- -- -- GENERAL NOTES 10.EIFS: �P�� -_ AWATERRESISTNI BARRIER COATING COMPLYING WITH E 2570 REQUIRES SPECIAL - INSPECTION WHEN INSTALLED OVER ASHEATHING SUBSTRATE. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR EIFS APPLICATIONS INSTALLED OVER These plans and the design they represent are the property of Culver Franchising System,Inc. No part of A WATERRESISTNE BARRIER NTH AMEANS OF DRAINING MOISTURE TO THE EXTERIOR. 11.SPECIAL INS PECTNNJS$HALLBE PERFORMED BY QUALIFIED TESTNGAGENCY APPROVED these plans may be copied or duplicated in any way without written permission from Culver Franchising _- _ NAWANDEBYTHEAF DHREDT. System,Inc.Permission to use these plans is granted to approved Franchisee's and their architecttengineer 2013112 ON for projects approved and authorized by Culver Franchising. T1D1 All changes to these plans must be approved by Culver Franchising System,Inc. GENERAL STRUCTURAL NOTES 112"DIAx 18"LONG A.B.@ g�+ • 1/2"DIAx 18"LONG A.B.@ g• „ SEE PLAN 48"0.C.MAX. 2 x6 WALL 48"0.C.MAX. 2,1 Wpyl CONC STOOP(2%MAX SLOPE) FOUNDATIONS TREATED WOOD PLATE TREATED WOOD PLATE 1/2'MAX DOOR SILL PROVIDE SIDEWALK TO DRIVE(per '? PLEASE REFER TO THE GEOTECHNICAL INVESTIGATION PREPARED BY MATERIALS TESTING& SITE PLAN)PITCH 1/W PER FT. INSPECfI0N;22B3 WRIGHT AVE UNIT&TWIN FALL,ID 83301;2DB-73153B;PROJECT NT1301190 1/2"EXP.JOINT 1/2"EXP.JOINT 1. THE FOUNDATION DESIGN IS BASED ON THE SOIL BEARING CAPACITY OF 1500 PSF. 2 ALL FOOTINGS SHALL BEAR ON,STIFF TO VERY STIFF CONSISTENCY CLAY SOILB,LOOSE TO so� .: '•:".:'.,�oD • `ii to., -'.":... "• •:,. DENSE SAD SOILS,OR NEW FILL WHICH IS COMPACTED INACCORDANCE WITH THE RECOMMENDATIONS LISTED IN THE GEOTECHNICAL ENGINEERING REPORTAND EXTEND TO 4"CONC.SLAB W/6"% 4'CONC.SLAB WI B"X 4"CONC.SLAB WI 6"% S UITABLE NATIVE SOIL OF 1500 POUNDS PER SQUARE DOT BEARING CAPACITY. 6"x#10/10WWFAT 6"x#10110WWFAT #4 DOWEL 6"z#10/10 WWF AT #4 DOWEL TREATED 2X BLOCKING ON S NO CONCRETE SHALL BE POURED IN EXCAVATIONS CONTAINING WATER. ry 24'O.C.18' FACE OF FRAMING.INSTALL O CENTER CENTER CENTER 24'0 C 18 EACH APPROX I/8'HIGHER 4.VERIFY LOCATIONS OF REQUIRED SLEEVES ANDIOR BLOCKOUT87HROUGH FOUNDATION WALL 2-#4'$TOP&BOTTOM 2•#4'3 TOP 8 BOTTOM EACH LEG 2-}jq'$TOP&BOTTOM N EACH LEG THAN ADJACENT BLOCKING TO WITH GENERAL CONTRACTOR AND ALL OTHER TRADES PRIOR TO CONSTRUCTION. REINF.TO r' PROVIDE PITCH FOR COPING S CONCRETE CONTRACTOR SHALL NOT POUR ANY CONCRETE IN ADVERSE WEATHER CONDITIONS 2"PERIMETER INSULATION 2"PERIMETER INSULATION MATCH BLDG 2"PERIMETER INSULATION REINF.TO OR WHEN SUCH CONDITIONS ARE FORECASTED DR FOR THE TIME PERIOD FOLLOWING THE MATCH BLDG �PREFINISHED METAL COPING O POUR,UNLESS PROPER CURING AND PROTECTION IS PROVIDED CONTINOUSLY UNTIL CONCRETE 94 x IS'DOWEL @ 48'0.C. #4 X 18"DOWEL @ 4W 0.C. FDN WALL AT #4 x 1 B"DOWEL @ 48"0.C. FDN WALL AT wl NEOPRENE WASHER 8 _J 1n DEVELOPS ITS DESIGN STRENGTH, LEFT LEFT OOM.CLEAT-MATCH BLDG ") S NOALUMIDM OF ANY TYPE SHALL WALLOWED IN THE CONCRETE WORK UNLESS COATEDTO 2-#4'$CONTINUOUS 2•#4'SCONTIN000$ .. 2•#4'S CONTINUOUS TREATED2XNTOPAND Z Q� L6 PREVENT ALUMINUM-CONCRETE REACTION.THIS INCLUDES PUMPING THRU ALUMINUM PIPE. FORMED i r' FORMED_ i .. FORMED EDGES •, BOTTOM PLATE 0 •", 7.ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND CERTIFIED BY A QUALIFIED SOILS EDGES EDGES -�' BRAKE METAL ZEE ENGINEER. UNDISTURBED& UNDISTURBED& UNDISTURBED& FLASHING BEHIND CLEAT, CONCRETE STABLE SOIL 8" 9"L. STABLE SOIL ' 8' 6 STABLE SOIL 8" 8" 8" g• g g• BENEATH BLOCKING& Q 0) 1. MATERIAL&WORKMANSHIP SHALLODNDRAIROTHE LATESTEDITION OF THE"&ALDING CODE 11-8" " V-8- „ 1'-8- I.A. #4x18' 'OVER FACE OF SHEATHING. F- Cu u) REQUIREMENTS FOR REINFORCED CONCRETE,ACI 3% DOWEL COLOR TO MATCH COPING (n .Y d J 24"0.C. BXB TREATED POST, LLI U J E SCONCRETEFO TTRENGTH OF 300D POUNDTINGSS PRSQUAARRE IN CH AT B DAYSL RAVE A MINIMUM AND A MINIMUM"TE CEEOMPRESSIVE MEEN7 CONTENT ///�'�I^I\\\\ 1 ///�JJJ \\\ 1 /�3 T SPACED PER AGW'w/ (L^ Q OF 5 FOR SLABS ON GRADE BAGS PERCUBIC SHALL HAVE A MINIMUM ULTIMDMIXTURE). FND N D ETA I L FND N DETAIL -I=�- FND N D ETA I L BTWN EACH POST'O.C. (� LL- CONCRETEDRSLABSONORADE&SIDEWALK$SHALLLLE INCH T28 DMULTIMATE S1O1 S1O1 \S101 BTWI4 EACH POST � 00 OD Z COMPRESSIVE STRENGTH OF 3500 POUNDS PER SQUARE INCH AT B DAYS. SCALE:1/2"=1'-0" SCALE:1/2"=1'-0" SCALE:1!2"=1'A" � � 3. AIR-ENTRAINING ADMIXTURE SHALLBE USED FORALLCONCRETE EXPOSED TO WEATHER. SIDING ORSTONEVENEERTO j M ¢ MATCH BUILDING,PER 4�3EEARCHITECTURAL,MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, °p ELEVATIOUSBPLAN.SEE GB/ J DEPRESSIONS.CURBS,FLOOR FINISHES,INSERTS AND OTHER EMBEDDED ITEMS.VERIFY SIZES 4" � O AND LOCATION OF ALL OPENINGS IN CONCRETE PRIOR TO FORMING. A401 FOR STONE ATTACHMENT. N A T CLEARANCE IS REQUIRED PROVIDE DRIP EDGEAT U Ll �' 5. ALL SUBS ON GRADE SHALLBE REINFORCEDIdWELDED WIRE MESH"OR MAP),SEE BETWEEN COOLERIFREEZER BOTTOM. En -V C FOUNDATION PLANS FOR AREA DURING UNIT IS AT THE DISCRETION OF THE CONTRACTOR.SAW SIB COVE BASE BY FEC PANELS AND BUILDING WALL CUT CONTROL JOINTSAS SOON AS POSSIBLE ORWIIMN IE HOURS MAX.OF PLACING CONCRETE, SIB COVE BASE Lu O (D O S.ALL INTERIOR SLAB8 ON GRADE SHALL BE PLACED ON A MIN SANCH THICK FREE-DRAINING FLOORING BY GC BY FEC 11YCDX PLYWOOD z J � F- U GRANULAR BLANKET.PROVIDEVAPOR BARRIERABOVE THIS DRAINAGE COURSE. 2 LAYERS 2'HIGH DENSITY BOTH SIDES;PAINTED 7. UNLESS OTHERWISE NOTED,PRINCIPAL REINFORCEMENT SHALL HAVE THE FOLLOWING 2 q CONCRETE BY GC Lah:�: FLOORING BY GC INSULATION EXTRUDED POLYSTYRENE USE UNDER ON INTERIOR c CANCRETEP OTECTIFACES N: ° Sl3 COVE BASE INSULATED METAL CONCRETE BY GC ® E 2'X BOX FRAME BY G.C. e. BURFACES DTFORMED..............9 ircJI r 112"INSULATION FOR BY FEC FULL ERIMTIR.HOLD o m ep b. FORMED SURFACES IN CONTACT WITH SOIL ORWATER OR E%POSEDTO REDWOOD OR TREATED FROST BREAK AT FULL PERIMETER.HOLD Yn ti MATERIAL ONLY t' 2 2 " VINYL SCREED E. SLABS,WALLS,JOISTS.............314 inch '" PERIMETER BY GC. • *,;`,� BTM DOWN FOR DRIP DO M BY FEC PANEL BY FEC,TYP �,...I REINFORCING STEEL 112"OR 1/4"FILLER. �, 18"CONCRETE PIER 'w 3 1. BARBENOING&PLACEMENTDRaSHULBENACCCRDANCEwWTHE-AGDETACMfMNLW,SPaA",Ap FLOORING BY GC 2 LAYERS 2"HIGH CONCRETE SLAB PER 314UNLESSOIHERWSESHOWNORNOIEO. -` BY GC.VERIFY f • h N o DENSITY EXTRUDED 1/2"0 A.B.® 4 2.ALL REINFORCING STEEL SMALL BE'DEDRMED NEW BILLET STEEL SAPS',ASTM A615 PLUS FLOORING FON PLAN 12 fT r ABTMAe1s(s1),GRADEeo. POLYSTYRENEINSUL 48'O.C.MAX FLOORING FOR USE UNDER 2"z BOX FRAME BY TREATED WOOD c 9.WELDED WIRE FABRIC 3HALLCONFORM TOASTM SPECIFICATIONS A1B58AB2,PUIN BAR. CONCRETE BY GC GC.REDWOOD •, t1' MAIL BY GC �: ( <_ - PLATE(2 x 6) o w K d, ALL LAPS FORREBAR,WHEN NOT DIMENSIONED ON DRAWINGS,SHALL BE40 BAR DIAMETERS. LAPS FOR WELDED WIRE FABRIC SMALL BE B"FORA"CROSSBAR SPACING8f0"FOR B"CROSS (2)#4 BARS CONT. •° •!I'° . BARSPACING.AT ALL WALL CORNERS AND WALL INTERSECTIONS PROVIDE BARS TO MATCH ALL ;. CONCRETE CONCRETE BY GC U 0 4s HORIZONTAL REINFORCING,OVERLAP Z-0+MINIMUM, SUB-FLOOR BY GC CARPENTRY-SEE FRAMING PLAN ON SHEETM CONCRETE BY GC I' A ,••. 1. FLASH ALL HEADS OF WINDOWS AND DOORS. 1.8" SEE 1l2"INSULATION II 1 WATERTIGHT SEAL FORMED BY ASPHALT f •r ••', 2.ALL STRUCTURAL LUMBER SHALL BE AS SPECIFIED IN PROJECT MANUAL AND BELOW UNLESS PLAN WATERTIGHT SEAL OTHERWISE NOTED HEREIN. PAPER OR 6-MIL POLYETHYLENE SHEETS BY ASPHALT PAPER OR 6-MIL L R'i •ii.', LAMINATED VENEER LUMBER SHALL HAVE MINIMUM Fb=2600 PSI&E=1800 KSI wI SEALED JOINTS.(BY GC) POLYETHYLENE SHEETS WITH SEALED STUDS:#2 SPF OR 02 HEMFIR JOINTS.(BY GC) ,I HEADERS.JOISTS,ROUGH FRAMES FRAMING SILLS,etc,#2 SPF OR#2 HEMFIR •I."" ' NAILERS A MEMBRANE ROOFING:#2 SPF OR#2 HEMFIR NOTE:FREEZER SLAB IDENTICAL TO THAT SHOWN ABOVE WOOD FURRING B GROUNDS:#2 SPF OR#2 HEMFIR ' PLYWOOD,CONFORMING TDP3,;AP"PPP-'DN,INCLUDING GRADE STAMPING DET. - COOLER SLAB DET. - COOLER-FREEZER DET. - FDN. WALL @ COOLER I'' ';. ROOF SHEATHING:INTERIOR TYPE,CD GRADE WI EXTERIOR GLUE(COX) SHEATHING OVER STUDS:EXTERIOR TYPE,CC GRADE S101 S101 S101 INTERIDRWALL9HEATHING:EXTERIDRTYPE,&C GRADE SCALE:1/2"=1'-0" SCALE:1/2"=l'-O" SCALE:1/2"=l'-0" +• •,I.; C)d • OSB:CONFORMING TO DOC PS 2,STRUCTURAL 1,EXPOSURE 1 GRADE _I 1. ALL ATRALAND-SEEFRAMING PLAN ON SHEETM 1.ALL M4TERIALAND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE'AMERICAN INSTITUTE OF TIMBER CONSTRUCTION(AITC)STANDARD SPECIFICATIONS-,LATEST EDITION AND THE ."1'-0' �.. W 0 orn T m'TRUSS PLATE INSTITUTE DESIGN SPECIFICATIONS',(TPI). 2 co 2.TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS: Lul LIVE N LOAD RT D10PSF TOP c AS PER DEADLOADDOPCHO DESIGN LOADS AT RIGHT .Z O o mW DEAD LOAD FOR BOTTOM CHORDS-15 PSF FOR ALL TRUSSES OAT d a0 N B7'9"LEFT SIDE S.TRUSS CHORD MEMBERS DESIGNED AS COMBINED STRESS MEMBERS. 98'S' S'd' 46'9" 2 6"CONC SLAB.)FIBEROUuRS @D�2UMPSTER ENCLOSURE REINF.COORDINATEEXTENTS wI CIVIL DRAWINGS :3/4"=V.0" x DESIGN LOADS ti N L 7 J a N N a 0 D 6-0 e-0 a' 1 GROUND SNOW LOAD(Pg) 15 PSF f '. m _ D•.(•- SNOW FXDSUREFACTOR(Ce) 1.0 � ------------ -- ---a` f � ��- ��-- -- -- --- 3NOWTHERANL FACTOR(Ct) 1.0 ------- --- ----------- ,-,m s--Tzs.-- - -_ �+ .-- •-. &, (� g c SNOW IMPORTANCE FACTOR(11) 1.0 1q F-1,P-1 F-1,P-1 I Lyl m o a LL ROOF SNOW LOAD 0.7 CI Ce I 25 PSF 9'-1' 9-B^ 16-0'SLAB Z� N IPA)( )( )() COOIEWFBEEZER BLAB :I LU ROOF LIVE LOAD 20 PSF TOP OF SLAB=O'•0'(SEE CIVIL DWGe FOR LOCAL DATUM) SSEOA'PAD MUST BE 1/7N #BOLLARD TYP D11 Z FLOOR LIVE LOAD: NA(SUB ON GRADE) 41 CONCRETE BLAB wl87&'faro wWF OR FlBERMESH 4 �' LEVEI..'OObANv/.W5ET P5 7 'I "SEQ D79101 OVER 15 MIL VAPOR BARRIER OVER B'GNANULAR FILL. BASICWINDSPEED 9D MPH :+ I BUILDING OCCUPANCY CATAGORY FILL WITH GROUT AND o m WIND EXPOSURE CATEGORY C I '.(;,10;,1�l:.�::,:� (, CROWN TOP O N m m m WIND IMPORTANCE FACTOR 1.0 I I CONTROLJOINT D'•, .;,::;I -- BLOLDOCOORDWCIVIL PRSLABAWAYF 11 M SOLIARE AINT II .........iiiEoi wliii........I............................................. ............I... a 5'-0 INTERNAL PRESSURE COEFFICIENT •0.18/-0.18 ••••• •••• �,.;;, D........... ...............I COMPONENTS&CLADDING WIND LOAD REQ'D 18.5 PSF BASE 1 -, bm„ ,,,,-', 1 ¢ SOIL DESIGN PRESSURE 1500 PSF I I 101 3 W I I„ 8'4Y � SEISMIC SITE CLASS D 10 _ m DUMP ENCLOSURE -- ryALLPOST PERC11Si01, y SPECTRAL RESPONSEACCELERATIONSHORT 25.7% Z SEISMIC CCUPONSE ACCELERATION-i SEC 8.9% PICAL SEISMIC OCCUPANCY CATA(-0RY II N I I � CONTROL JOINT � 3 3IM 'II SEISMIC IMPORTANCE FACTOR 1.0 I I 10 ..+,.. SEISMIC DESIGN CATEGORY C I...............y...............,...,.....,..y............................;..............................j.m..... ................ i �' I SPECTRAL RESPONSE COEFFICIENT-SHORT 0.273 I CONTROUOINT �,l + SPECTRAL RESPONSE COEFFICIENT-1 SECOND 0.142 8 74 SEISMIC FORCE RESISTING SYSTEM LIGHT FRAME WALLS WITH SHEAR PANELS I - SEISMIC RESPONSE COEFFICIENT,Ce OD42 I -- 91T�E !.. ........................:...... &, ......L_ ARC CT AR RESPONSE MODIFICATION FACTOR,R 6.5 I CONTROLJOIN# ) DESIGN BASE SHEAR,Ce(W) 5,173 POUNDS I I LOCATION OF RECESSED MOF ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE ANALYSIS -A:VERIFYSIZE I REO'MTS.I I : : OWN ER&LOCAL REGULATIONS __ ----r-------- 4'd' 8112" S'T�ATEOFIDAHO" '^ COORDINATE REOMT FOR"UFER' ) L,• ----_---- - : GROUNDING TO FDN ALL REINF,wI 11O 8" 8" _ J &' ��..•••.•.......••.•.r'712"..•....•.•.••••••• ELECCONTRACTOR. ELECTRICAL "' ---4XI' - 11I8.2 -0' a 24N RISEI{B3,RAM N8 ETE5 BOLLAR p < D I i - 10 F-1,P-1 ,q SCALE:314'=V-D" W HOLDDOWN z--___ •ter--__--_ o AT POST L -- _--_-- N g I F-1,P-1 F-1,P zs -_------- B" FOOTIN'XZS'xNOTES:ITYPA5LOCATIONSI 0 w --� L-- J 4 - -- BFl-T-6'3?IE3� Z Z wl IN#4 E.W. T' __ (WITHIN WALL)w/14)p4 VERT. °3 1'-0' rS 1/2„1 8'-01/4' 8'O.C. 0 p 42-8' low M 45W ®SINGLE SIMPSON HDUIISDS2.5 HOLDOWN;CONNECT TO(4) u_ �- STUDS(6)LOCATIONS SHOWN DOUBLE SIMPSON DUI I•S032.5 HOLDOWNS;CONNECT TO(4) 2013.112 STUDS(8)LOCATIONS SHOWN ® SIMPSON HDUDS2.HOLDOWN;CONNECT TO(3) STUDS( LOCATIONSSHOWN 1 FOUNDATION PLAN DOUBLE HIHClDOWNS;CONNECT TO(3) "" SCALE:1I8" STUDS(4) LOCATIONSSHOWN LINE OF SILL PLATE _ 91.4'OVERALL;LEFT SIDE WALL H BEAD ALL HEADERS UNOBEARING WALLS SHALL 512' TRUSSES®2'-0'O.C:24'-0• a812° �A TR 1S0 TRUSSES 512 TRUSSES RUSES O.0 � .: 4'ff E DEL - TRUSSES®24'O.C:16-0' 9S'CL IOC LOF 38'O.C.S'-0" ES®2A' - - SHOULDER STUDS,U.N.O. Y T ES 24' TRUSS 0 L 36"O.C.=S-0" GIRDER TRUSSES o ENT CANOPY FACESOFOIROA V" 2" ER STUDS ACTED Z o TRU&SOFWALLFRG ALIGNw/ 1 -_ T4i• - -5' _-. -1 2Hi ROOF SHEATHING NOTES: A2 FBECL WSEEFLOORPW! HOLD AS NOTED wI NOTCH BOTTOM ROOF SHEATHING SHALL BE 5/8"APA RATED (� 212"SC WE PER STUD TO CLEAR 1 2X708�16'O.C.: POINT OF DIRGE TRUES S OSB ORCD%PLYWD.INSTALL 100 NAILS AT: 70 ----- `----� -�`_ L-- l - MANUFA RER ® HOLD •4"OC.AT ROOF PERIMETER ' p. ! O JI �__ NALNG CLIP3 -I 700HI HAIEPDXY 8"OC.AT OTHER PANEL EDGES, 3)1 Y4'x 1178'LV (3)1 ' 17718'LVLs •1T O.C.IN PANEL FIELD. -- _--- ANCHOR HILO HRRE 500 _�" ii - 1 ()731'x1 718' ? p42ST72" _7 177 i _ TY%CAL(4)P01 S EPDXY, 18'EMBEDMENT ALL ROOF SHEATHING PANEL EDGES SHALLBE '�• : CVLa; -" m� § FRAMING PER SUPPORTED BY2xBLOCANc. b ! € 1 ! € I I I 1 I I I _.. F 1 1 I I ! f 10 I I I 2 g E CD L> STRUCTURE PLAN b " PF H THI�RU=. LA TAGGEft15'-TOUTtROUTHIPARAP F ('jJI D,]�� C O DOUBLE SIMPSON WHERE TRUSSSARE SPACED GREAIERTHAN .V L SEA $ _ HOLD OOWNB PER 2A•O.C.,INETALL2BFRGBTTSMTRIIESTOP �, �LK�GE4 RALLEL TIN6TALL2. pp L I I 1 Wq�L RETURN - r' - .�AM5702 CHORDSPERPENDICULARTOTRUSSES®24"O.C. L EDGESROOF SHEATHING .F - ROOF LADDER- .. J- LL W LUS28 HANCERSTO SUPPORT SHEATHING .. I'-• -I- -I I I 1 I i i ip "'�- I I I L-..�. J I I I SSE SHEET IIBIA7b5 ae w D SIMHI�HP�RAP�rwA�a TOR1 I I ! ' t' I I I I I I I I Imo.. - I I I E " ! ! I I I i I f < 0 C- _ OpyDOUBLE 2c10 EACH SIDE -- '- HIGH PARAPET WALL RETURN FRAMING ATOP - 'iFANi m --"� OF ROD SUPPORTS --� DBL HOLDDOWN TRUSSES TO BE 2x6W0 STUDS O.C.w15/8" H01 SIM I, I ! I I I ( ( I I I IT7"VII{ ( I I I I I I I Imo.. -.. I ( I �_ y (HIGH PARAPET' I Q r N ---- l- ( CD%PLYWD OVER;TOP OF FRAMING PER - U -I)- WHITE SOFFIT '""""""' i, -, L2L8 BLI{G R' - - %=21R`l$P' DUAL R RN � co J SCALE:3I4"=1'-0' SECTIONS ON SHEETS A202&A401.BRACEAE pRpIpE7 BkAC�PER)SEB�DET�IL FOIi FR�.11N I I I I I I I I LIP"".. -.. I I I I I I I I E I I I I o Y _ 4E ?�Y SECTION NOTE:WHEREONE REOD;PROVDEBLOCKNGSIMIARTOPARAPT F( fl51A401.BRACERT REQMS�RTU& - C2S7027YPCAL Lu V J A2 OR MORES STUDS FOR BRACE DETAIL HJA401 1 - I I I I L.: -€ I IIE14'14"o.P.MA I P ' °NtR'TM%CAL 1- ' I I I I I I Y Q HOLODOWNSARE 3 I L �� _ M INTERUPTED® FAN FAN ' 0131.RAPIST cE LL WINDOW HEADER, TRUSS LOADS --I' }' I I I I I iE4�io I I I I I ( I i P .. _.., I I i I I""I"..••I I �PpRAF T CE I I m (0 pMp z STUDS AS TED 0 INSTALL STEEL g.0^ a - - •' TVI IE eOTT.CHORD DEAD:15 PSF S o I I I I I I T(18E r o �' STRAPS BETWEEN ! I I I I. y! I I I I I I ( I I9-� --...;",,,,,, 7.21N'V 1'4'O C.MA% D LLJ C'7 �+- LOWER 6 UPPER TOP CHORD DEAD: 1D PSF ' 8 HOLDD AS NOTED w/ STUDS,SIMPSON TOP CHORD LIVE: 20 PSF MIN,OR T= �'~ _ST#MSTA385TRAP ON ADJUSTED GROUND SNOW LOAD i DRIFT PERIII I I II ml _ I I I ( I I I' ( -..' -�. J 'I I I I I H5 g ;P J .+c,U O212'30S EWES AS PER RTU300C1im o 401 0 � > LTJO UFAC ER EACHSIDEOF EACH DESIGN LOADS ON SHEET Al,WHICHEVER IS .�I `Bu.CUT STUD,TIP. GREATER I I HIGO PAPkPETI/IALIIRE71I I � I I I I I I I II �g ..-..-�'�µ� I I . I �J I I � I I I I L V � LL C7/8'O HIL EPO%Y NOTE.THESE LOADS DONOT INCLUDE ROOF 3'41) I I I I I I I I I I I i I II yu w.„ ( .G I I � LU O Cu � O ANCHOR LTI HIT-RE 500 0 2314' TOP EQUIPMENT TYP,7 _ v--i ® La 'r TY N I I I I RTus�# I I -I I I Z J H C EPDXY Mil EMBEDMENT 3 e„ SEE GENERAL STRUCT. -^- - _ - J #OTC ANCHOR ATEACHTRUSS __v NOTES 81 DESIGN LOADS 5 INl' L.._.L. QoLL�i0RS 9 1 I - (24'O.C)oRINTOBLOCKING I I I I I I I I I h"-�- -I i t I I oa# zaai i90a �_'- # 1 I L-..� . ! I ! ITODBLTdPPIAT�I� I E 87WN TRUSSESWHEREWALL FOUNDATION WALL ON SHEET S101 m � 'WISIMPSON m • (3)13A'x : ALIG 2d3fRAA1NG RE' RUNS PARALLEL TO TRUSSES CUTROOF OECKMA ADD(2) OEND .. .. 11%18' Ls ( I ._..�..�3 Ef�FE I(ERAIWN "+..� ( I IEACS�DE WI1.)4 I y. Tjj' EXTEND DBL95sTHRU TO CORNER HOLDDOWN (3)13,4"x11718'LVLa (3)13M"x117f8'LVLs v I # CG* IGHIPARAPET I16d JAILS R EAFHI m...- OFPARAPE RMIING, SNGL HOLDDOWN C4 ; ALLRET,RN �� BOTTOM OF ROOF TRUSSES w ' NAILEG TO STUD C3SCALE:1112"=TUG" HEADER ARRIVE-THRU WINDOW: I -: I I i I I I ( ( I I I Ire I I c in ANCHORS®370 C,1ES0 SCALE:3N"=1'-0" (3)1314x 18'LVLw113I2xS SHOULDER Di /5102 .. SERIES RAMSET ANCHOR Id V STUDS @EACH END EMBEDMENT INTO CONCRETE GENERAL SHEATHING REQUIREMENTS ! m m "'I HEADER 4a SIDE WINDOW: o�.� § (311 N4 x11718'LW.s 1. INSTALL SHEATHING CONTINUOUS OVER ENTIRE WALL C!' C e o 2x4 BLOCKING ON EAC IDS OF 2.REFER TO BUILDING PLANS,SECTIONS,AND ELEVATIONS FOR DIMENSIONS. DBL 2X6s o( _ (2)LSTA10 STRAPS WI () fl xp DRUG NAIL INTO ORD 3. SEE FLOOR PLAN FOR EXACT LOCATIONS OF WINDOW AND DOOR OPENINGS. (14)1Otl NAILS EA.49 - e. OF TRUSSES AND TOP ORD CANTILEVERS FOR CANOPY: EACH POST 4.INSTALL 2X BLDCIQNG AT ALL HORIZONTAL SHEATHING PANEL EDGES. 7.1" S. COORDINATEWITH WALL SECTIONS SHOWN ON SHEETA401 (2i9112'x131/'LVLs 40 --4e E112" 5112" 5121 81 INT.WALLANCHOR NOTE:IF END OFP SHEAR WALL HOLD DOWN TYPES owVETRRUCAOPYLEVERED , rT00. ALIGNS W 7RUSS,DBL CAN BE 42'-212' 45'HY SCALE:y4"=1'-0' NAILED INTO TRUSS DI Y vv DOUBLE SIMPSON HDUIISDS2.5 HOLDOWNS SCREWED PER DETAILS ABOVE 517Y _ (WITHOUT 2x48RACE3 A TO MINIMUM(4)STUDS AS PER MFGR TYP AS SHOWN.SEE AWS102 98'-4-RIGHT SIDE WALL ®MNMUM(3))STEWS AS PER MANUFACTURER'S RECOMMENDTION,,ems° - ROOF FRAMING PLAN SHOWN.SEEC313102. C5 ®SINGLE SIMPSON HDU71SDS2.5 HOLDOWNS SCREWED PER DETAILS ABOVE TO SCALE:118'=1'-0" MINIMUM(4)STUDS AS PER MANUFACTURER'S RECOMMENDATIONS,TYP.AS SHOWN.SEE C315102. Q PARAPET RETURN DOUBLE(3)STUDS ASPER MFGR.LOOWNS OWN.SDPERDETAILS ABOVE TO j•�xL2 C2 MINIMUM(3)S UDSAS PER MFGR TYP AS SHOWN.SEE A3S102 p y NOTE:COORDINATE ALLw/LOCATIONS OF HOLD GOWNS SHOWN ON FOUNDATION 6EE PLAN FOR SPANS W O N FASTEN TO TOP& PLAN,SHEET SI01 Z C c� VARIES SEE PLAN FOR SPANS m nTRuss wl(z)1ed SHEAR WALL FASTENERS AT FRONT WALL w J T3 z0 �m EXTERIOR SURFACE OF WALL g m SWAPARATED STRUCTURAL I SHEATHING OSBWALLSHFATHINGATTACHED TOSTUDSw/2 SEE PLAN FOR SPANS IN a-aO W N ROWS OF 10d MAILS(112•STUD PENETRATION)SPACED O.C. PANEL EDGES 81Y O.C. PlA ATOPHEADER WITHINPANEL FIELD.PROVIDEDOUSLE STUDS AT ALL PANEL EDGSB STAGGER NAILS BTWN SINGLE SLOPE TRUSS 4B EACH STUD TO TOP PANELS,SEE DETAIL H2/S102 FOR NAILING PATTERNS.(HIGH LOAD DIAPHRAM) LL 512°.:�` 512"'. ` 11'-0" 1 h CH F FTRUSS AS SHOWN. w/UPRIGHTS z r a - TYPICAL DRIFT LOAD AT EACH PARAPET cD INTERIOR SURFACE OF WALL 12" _ F FASTEN 5W GYP.ED.W/fiO COOLER OR WALL BOARD NAILS AT ALL STUDS ^ b o114" m o o (IN ADDITION TO BASIC SNOW LOAD). FASTEN TO Dwl31Dd NAILS () TRU69 ANCHORS e RTU ATA MINIMUM,CONNECT EACH TRUSS TOWALL TOP PLATE wI SIMPSON ST#H2.5A TR ' F Z FRAME FULL PERIMETER OF PENETRATION CUPS @EACH END OR AS PER TRUSS MANUFACTURER USE b `r' IT W 29%VERIFY OPENING SIZES AND TYPICAL TRUSS TYPICAL TRUSS m 61 YC NmEs: slrr 512° '� < NsuL.INslDecuaB SHEAR WALL FASTENERS AT SIDE WALLS LOCATIONSw/RTU MFGR PROMDEBATTI GCTOVERIFY RNM QUANTITIES, WELL TRUSS SPACING. m o0 10'-0' WR MEMBRANE UP CURB INSUL. EXTERIOR SURFACE OF WALL: PARAPET LOAD PARAPET LOADWdA o 0 TRUSS BEARING &PROVIDE COUNTERFLASHING 12•APARATED STRUCTURAL I SHEATHING OSBWALL SHEATHING ATTACHEDTO STUDSw/10d REQ'MTs §� AlLTRUSSTVPS MAY NOT BESHOWN;VERIFYw1MFGR a REQ'M'fS W Cn m s NAILS(7 VT STUD PENETRATION)SPACE04'O.C. PANEL EDGES 8 7Y O.C.WITHIN PANEL CANTILEVERED HEAD FOR ROOF CURB PER MECHANICAL:S NOTEXCEEDS .FORLIP®EACHENDE MAX REACTIONS ARCHIWHERE NCHORFIDOES CANOPY FRAMING INSULATE&PROVIDE CRICKETS AS FIELD. NOT IXCEED520q.FOR OTHERS,PROVIDE Y REACRON9 TOAFICIiITECTforANCHORSELECTION. NEEDED FOR POSITIVE DRAINAGE N-r ANCHORALL GIRDERAND MULTI-PLY TRUSSES PERTRIU"S MFGR SPECK. 12"PLYWD SHEATHING OVER PROVIDE 2x NAILER FOR CURB SHEAR WALL FASTENERS AT REAR WALLdL o' TYPICAL SIDEWALL FRAMING EXTERIOR SURFACE OF WALL: yy U) 19 APARATED STRUCTURAL I SHEATHING OSB WALL SHEATHING ATTACHEDTO STUDSW 10d � NNLS(71757UD PENETR477°N)EPACE04'O.C.0 PANEL EDGES 1Y 0.0WITHIN PAN EL FIELD. J o m COP TRUSSES PER TRUSS PROVIDE OBL FR'GI MBERFULL TRUSS TYPES 0 MI 1 m m FRAMING DETAIL OR Ad FRAMING STAIN TOP PEIUMEIEROF SUPPORT NONSHEARWALL FASTENERS,ALL WALLS ^ -- D ORDS PER FRAMING PLAN CURB,UNLE DESIGNED E4 NOTES OTHERWISE BV LISS MFGR EXTERIOR SURFACE OF WALL: SCALE:LIB'=1'-0' 17APA RATED STRUCTURAL I SHEATHING OSBWALL SHEATHING ATTAcHEDTO Slump ad SCALE:314'=1'-0• NAILS(73B'STUD PENETRATION)SPACED B'DO,@ PANEL EDGES B IYO.0 WITHIN PANEL FIELD SHEAR WALL SHEAR WALL SHEARWPLL SHEAR WALL SHEARWALL D2 ROOF CURB INTERIOR SURFACE OF WALL L FASTEN SIB•GYP.BD.W/BO COOLER OR WALL BOARD NAILS AT ALL STUDS LINE OF ROOF DECK BEYOND. AT FRONT&REAR WALLS,NAIL LL '^ ROOF SHEATHING TO LEDGER SHEATHING ON THIB WALLTO BE51B° A+/ BOARD w110d NAILSAT4"O.C. 3 LICENSED J H ECT - _______________________________________________ _____________ _______ ___ 2c8 LEDGER BOARD NAILED TO ___ _ __________-____________ _ ___ _ AR 985674 ___ ___ ___ ___ __ __ __ __ w Q EACH WALL STUD Wf(3)18d NAILS. w LINE OF WALL FRAMING TOP ___ _____ __ _ _______________________ _ n S PLATE AT PANEL JOINT ATSHEARWALLEDGE PANELJOINT w� PANEL EDGE /❑ t,EwrNltxF N.,P11N Z y STA lEOF CAN � p ^ 3 g3 -- ----- d -rt-- ----- -`____'----±---- ----- RIGHT SIDE SHEAR WALL CD '-'-------"------_-_---- FRONT SHEAR WALL _---____~ � SHEAR WALL _________ _____ SHEAR WALL SHEAR WALL SHEAR WALL HIGH LOAD DIAPHRAGM Z J - ___� ----�__ --- ---- _- m Q� u UNE OF ROOF DECK BEYOND. �/ N AT FRONT&REAR WALLS,NAIL w n y ROOF SHEATHING TO LEDGER L.L BOARD.110d NAILS AT4'O.C. ___ ____ ___ ___ __ ___ 2xg LEDGER BOARD MAILED TO 0 uj p EACH WALL STUD W/(3)16d NAILS. NOTE:SPACE PANEL END AND EDGE JOINT ITS".REDUCE SPACING BETWEEN LINES OF NAILS AS NECESSARY n PLATE �/ TO MAINTAIN MINIMUM 318'FASTENER EDGE MARGINS,MINIMUM SPACING BETWEEN LINES IS 318'. - -- -� -- �- - -- -�- --- --- ---- -- --� -�- -- -- - LINE OF WALL FRAMING TOP -- --- --- --- --- --- -- -- -- -- '- "' '-- --- --- --- ------------ ------------------------------------- �/•� I..I- v J 01 2013-112 HIGH LOAD FASTENERS H2SCALE:3"=1'-0" 3 fCN�YI� REAR SHEAR WALL LEFT SIDE SHEAR WALL T� V METAL STUD WALL PER PLAN(ALL STUDS NOT SHOWN) r-21 Y CLFAR !1'S 10 OA CUT HOLES IN TOP PUTS FOR 3'0 PVC SLEEVES; 11n'412' SLEEVES CONFIRM LOCATION wl TYPICALPFR REFRIGERATION CONTRACTOR MFGR'D STONE(R SIDING "< C8/M07 0 R18 BAT75 BTWN WOOD / PER ELEVATIONS r r SND5�18'O.C. SEALANT,TYP RI9 BATTS BTWNWOOD SIDING OR STONE PER PIER FRAMING TO BE 914 STUDS 016"O.C. ° ------ -------- ELEVATIONS WOOD STUOSoifi'O.C. SEALANT,TYP i@16'OCxdOOhff. ALIGN FACE OF STUDS w/FINISH SURFACE. 29MJCGEA.CHEND H6 \ INSTALL AFTER REFRIGERATION LINES ARE SET. MFGR'D STONE®LOW PIER Y EIFS OVER DRAINAGE 514'x6•TRIM®PERIMETERT TYP.EIFS PROFILE 105 \ CU NOTE: BEHIND STONE 1n'APA RATED SHEET AND 518"DENS OF SIDING,TYP.,EXCEPT CORNICE BOARD STAINLESS STEEL CHASE COVER PROVIDED BY FSEC O PATIO PER CIVIL DRAWINGS OSB ON PIER FACE(NOT GLASS SHEATHING USE S'1•x/'AROUND OPGS H 10 PER DB/A901 Lp NEEDED OVR END FRAMING) (FACER ENDS) H3 MFGROSTONE®LOIN PERS 518'GYP BD OVER6MIL SEALANT REFRIGERATION CHASE 48 PROVIDE PATIO FENCING AS SELECTED BY OWNER COORDINATE AND CONFIRM STONE VENEERBAMP'. 0 POLY VAPOR BARRIER 151, H 2 TABLE TOP EXTENTS&LAYOUT WITH OWNER.PROVIDE VERTICAL SUPPORTS®S-0'O.0 MAX. MORTAR&EXPANDED LATH Nvr BEHIND STONE 1n'APA RA n� MLFS7R G SCALE:314'=1'-0' -- _---� W1 HC SIGN TABLE .0 O h OVER DBL AIR&MOISTURE - ' BARRIER PER G81A401 gl®&SEOFBFS; OSBON PIER FACE(NOT 1kE J -�NEEDED OVER END FRAMINGD STONE SUPPLIER514W SIDING TRIM,TYP.EXCEPT IfNG1HVN,lES PER%ERTIPE -__- ILLTRIMPERUSE 514NCTRIM AROUND OP'Gs SEALANT STONE VENER BAG P: > II A101 3SB' I.. 14� BRACKET Z SEALANT,TYP MORTAR d EXPANDED LATH S4W TRIM 0 PERIMETER .. Q ^ STONE SILL PER ELEVs OF SIDING,TYP.,EXCFPT OVER OBL AIRBMOISTURE STONE SILL REIEVs USE5/d'x4'AROUNO OPGS BARRIER PER G81 A401 7-0' ^�' o a- 0—L GH PIE DETAIL LOW PIER DETAIL LOW COR R HIGH CORNER WOOD BTDDB 2.YMEIA,STDD36 WOOD STUDS 2'-i" a � YQ:34'=1'-0' H2 _ ®18'O.C. 6'O.C. Y7META STUDS®16 O.C. Qi6'DC SCALE:314"=1'-0• �}. SCALE:314'=1' 3/4"-1'0" ® W (..� O J y��ys� Q-' � ` C7 Q `(� ry` FRAMING DETAIL BABE s�TM ED m o -�- AD,c;.✓ 3 S.Portable Fire Extinguishers HC BOOTH TOP w ") �— S` 6. A301,Install one(1)portable fire extinguisher with a minimum rating of 2A-10B in the dishwashing/prep area.The H3 SCALE:3'4'=1'-0' H4 J N~ 87'-0• t CP travel distance exceeds 75 feet.The extinguisher shall be mounted in a conspicuous location,unobstructed and SCALE:112'=1'-0' N O V-1b.—c!from view. a 38'4' (-) ll 5'-0' S-0. S-0• S'-0• 85 S4rIIIIIIIIIIIIIII U 3'S' 1'S' 3'8 3'-2' Y-0' 1'r S-0' m 1'4r Y-0• 1Yn' 1'S' 13'-Y 1'8 73'-0' Y-0• Z J U 1r-11' r- -- - ------- - -� 0 ALLTOILETROOM WALLS TO BE FULL HT TO STRUCTURE AB wl FULL4r 13'-11'OUrb OUT SIDING TON w� MIN S-0'x5 AREA ��—��7��— STONE HTSWNDBATrIEUL SEE TOILE WM-9LEVATIONSONSH AlETAl04 � O c OF LEVEL El TRY 5(C E� REDD AT I _ I = N 134' Q M 3112'NON.PLBG.CHASE. u'T 51ir �l - I FLOOR TO 6•ABOVE CEILING. BABY CHANGING I� H "§ uBOOTHBAC To GENTRY LOCATION 2§+Ya7 'vabN I6 BE42''HIGH,U. O.04 79 III a t `, c �i,, 'FEGIC1'ERD SGP_EC.'�m lIIIII1 7' "' 1 O 18'_MIH C�JO k/�l 0 1GROABM BIRARR 107 "/m c BAvc''l(n yc'lL % 7DE,CWSsYIRASCESIOC7E_EE TMW ORBIL I.'�< WMPBTE R W3�p- S LL to C C s� s-01rr MEN S ATIDN6-03M 14 yERIFYwFE y11 51 r 410 4A1 S Sd1N' rn BE TD, p 4 9119 _ COOLER 07IS101 C _ IN 12 E INSTALL SEMI.RECESSED \ 7YX96- FREEZER ONNECT DUMPSTER LOCATION ^ VERIFYY EO9 D WOMEN 1n LOCATON(s L D Nil (LKCC2 4 4 raPnrE HALL 6-10' 31 s-13w 31n' c � Q 0� 16 d .^n 1 1 3 1 HAND,,: SIGN VENDOR OWNER'S I I 75' 7'-0'DLFAR ^ I.rt.t T-10114' SINK 13'-61I4'TOSOFFR / I -""" ry r -- p rq y SIG NAGE BY OWNER'S I ` _L N i I I 31([I FRAMING: ._. F 3'-3 4' 5.38'd'3'•1' SJ' ti' PROVIDE BLOCKING AS 11¢ ` � 3 VIFB COORD � _ __ _ _ _ _____ _______ �E rrA b W 4 A 3? I Is, 10 QQ I I TYPE K FIRE EXT.,'EGY @ Z_ c 1p U)q EO'0 i t W 1 j l PER SPEC TO BE WBN 30'OF �b w 3 0 m = m m Eq 7 3. SOLID SURFACE SHELF I ^ ----' ¢ I I W cq a ALL COOK NG EQUIP.VERIFY - N W/BRACI�TS iI W M I�XREO'DB LOCATION(s). - T-0' T-0' O d o 1 Co W N LT/'�\TQ\J\'1 SIGN INDICATING i it . ^' s-7314' STONE S-0' bOUT SIDING STONE m c UPANT LOAD. I �y.$ .•. HAND LL A7 IFYLOCAOAD wI I �i SINK U H �\ PARTIA 511;1 SYMBOL LIBRARY 1•' Y ^ 'a 1CASEI GLASS DISO i ¢ /. KITCHEN HGHT V`'ALL) 36"ABOVE FI ^ Sd' 13'-0' 17-0 W S'-77" r51r! 1O 101N T41)2" 31 CASE INRONTCOUNiE0. f/J rr DINING NAME 31/Y PINING N SEE EIECTRICAI�{ w TI STUDSTO BE BARE® L NTH ---_ 101 ROOM NUMBER Z NISH FL000. H4 101 rl � 1" 17[7 �^ QM I TG FSECWILL PROVIDE LP NONINSUL WOODSIUDW I! F�� STAINLESS STEEL CAP SI` "'mil S-0tn"(FIN) WPLLM-oQPASS-THRU PLATHSHELF. Wu xS Acc fff Y; SEEFS1FOR, - t " NON WSIIL METAL STUD o y WALL _ G yy 13 EXACT t2 C KOTE:NERIFVALL c $ ® WALL b a li Eq ¢ 19 /LOCATION& .y KRCHENEWIP.w/ o N VENT RBKITCHEN- SH'�LVINGBYF000 W _ O I s H REOMT .E t45lI1NE0 METAL STUD ffiI .EQUIPMENT PLAN SEIYVICE ® WALL Z - m Y 17 'jW FS1 I I / _ 'J -- '\ ON SHEET FSI 1 ^ I 1 __. EQJIP.SUPPLIER, MASONRY PER FINISH 8 v L6 2 i \ -1314• ty- : ® O u�'1 m aD aD N SIMILAR TO E41A10/. I� 13'-10112' -_ -'li 51",• WALLSEC'R1s Boon nPc,rAe ^ ------ DRY G r-o TYP DINING OM SEATS CAKE f I� 1 ^ zr FREEZER / TOP OF LOW WALL i i f 11 O WINDOW TYPE N I CHAIRS BY OTHERS ---- -� WALL Fp'I MUST ALIGN 12' RTRUSSES I II O DOOR NUMBER b / __ A_, _.. /-. WALL MOU DE IP.,TY ^ 3'S 17 3' 3N' 5'-711Y 3'S 11Y 3'-1' s'-0' Hl1Nt;SEE R00F STRUCK PUN 111 I I I I PROVIDE N FOR ALL COORD./FQOD TACE EQUIP. SPRKL GRAB 711C I 751M 1 i4d1/4 C1 t I I RISER gppS H4 DETAIL NUMBER SUPPLIER l SHEET NUMBER __ ______ __ e J 31 E i I r- --- �/ LICENSED B DRINKS&C DIM 102 I I qEFYJ fI1I 1 1 119 r F A7 DETA LNUMBER ARC ITECT �/ �� L 1 1 ll SHEET NUMBER AR BB•5674 J � � is-naM• za'atrl' AY� V�Yi i; � �' - i i � I -- m� y r GENERAL NOTES m pIMB4310N5SHONNMEFPCEOFRWMINGTO FACEOFFRAAAING,4 I ij I ENTRY K 141n'WIDE REFRIG. �..... 'y'FEI WASH T-939'e I 1 1n' S51n' 31n' 7'-21 3'-0 O' 317\� MIRR UNLESS NOTED OTHERWISE A CHASE.NOOTHRTYPE K FIRE _ wexo-rMr✓£llerugilN I 103 PER SPEC TO WI NC'OF I ALL WALLS WI WOOD BLOCKING SHALL HAVE FIRE STOPPING a � TRADES THIS SPACE ALL COOKING EQUIP. FV I I m ^ WSHRI WSHRI STALE OF 10.4H0 Q C _ k REO'D 8 LOCATION(s). i 7(j) kFICE OWN R� OW ERA flPZATTHE CEILING LEVEL IFTHE DRYWALL DOES NOTEXTEND -� DRIVE-THRU I 4 TO THE ROOF OR FLOOR DECK ABOVE FIESTOPPING SHALL Oo1s-V r5 r5 � SUNDAE PREP MOP WCONSIST OF HORIZONTAL METALTRACK SECTIONTO'9 SERVICE a �F r UTILITY RM SUPPORT MINERAL WOOL FIE SAFING 'm TYP FLUSH ENTRY(ADA IT104 111 - 11$ 'WATE 116 I 0THRESHOLD 2%MAX. ' INSTALL DRYWALL CONTROL JOINTS AT29(YOC.MAXIMUM ®..,3. 3'-0S.T 11Y 3U2' S'-2' FILTER 1M' HORIZONTALLY OR VERTICALLY AS REQUIRED.ALIGN WITH SLOE IN ANY 01 MAX ON � FOR FIRST s-0'OF WALK � `\ l v, TI �.--.I. 3wN7E BP + + EDGE OF DOORJAMBS WHERE POSSIBLE z < SFTN O CUB-PA-ME PANE BPPN UBPANEL N N7I COATED GALV.SR.OR ALUM d' FENCING MAX J I I FENCINGNG SPACING � N NOTE. FLUSH ENTRY VERIFY UTILITY w CI (>✓"� 2 I t2 51m THESHOLD)2%MAX.SLOPE ROOMEQUP.W I G RE ��, \�c6•\cl .J. E L" ---' 2B IN PNV DIRECTION FOR FIRST MEpO,yGs O OF WALK C, 42'r 51m D 17 GUARD MLL,SEE DETNL HMA70 in LL- -_ FLOOR PLAN 1D4r 4s'S' D7 • SIDEWALKICURB NONSHRINK GRWT -0' GUARD RAIL DETAIL Lj 111.% SCALE:11Y=V-0' M O O 0 m Q LED STRIP LIGHT AS SHOWN ON ELEVATIONS W'NDOW AWNINGS PROVIDED m WHITEVENTED LED STRIP LGGHTASSHOWNON ELEVATIONS 7DINIACIA11VEAL"IEEDUAIS) BY OTHERS:COORDINATE WITH ALUMINUMSOFFIT (LOCATED IN FACIA RE VEAL•SEEDETAILDVIA401) IF VENDORASREGD. -"PANELS N _, AT8 0"B -- zQ H 106® O O 107 2' d —... �TRANSry I a .GTP®IYq GYP.B,D,AT. • ® O I ¢ r U I SGS AT*r ENDANT IGHTS GRILLE] TO BE B'-0"AFF. L___JI 'GYP BOAT 6-0" -- ' I W V I O ® ® I xv O Y s Q I I ' .. Q 8'COMPA380TRIM No O O I EXPOSE TRUSSE I B0T OFPENDANTS I .,'�i'J7' ANTS .. O � ER z LEGEND - I 0 h, 8'C04ASSO TRIM Q Tn O � O SEE A103 FOR CEILING GRIDAND TILE TYPES O TYPE SOS - O ,, 04 L@ GYP.BD. SIGN, ELIG T RdYP AT 9'�0" TX7lAY-IN LIGHT Q ATB'A' O SIGN BOTTOMOF BIRKHEADAT7'-10" 3•.6'MIN '� C FUOURE t-- O .' THI8 TIL'TO BE RE OVEDFO LLI O C6 (.^.7.I Q Q Il ACCE8609PACE ER z _J � U ® 2'x4'LAY-IN LIGHT I V' AT 9' 4. WALK-IN G FIXTURE I GYPRD.®10.0' L I _ ' .. ,.,. O ® LIGH FIXTURENT O Y I O O }� ' Op PENDANT FIXTURE f I I c ytnm H2 Q RECESSED CAN FIXTURE Q 03 I LL 3 d DIFFUSERS MUST b LED STRIP LIGHT Q O TYPE 2SGS .O Y. BELDCATEDAS FIRES INKLER NTRACT TO 5 O N ° -_-- •' ATV, i, PROVID RECESSE SPRIN R U d 4 EXTEMORLIGHTF.,SEE ( 8 C PASSOT IM®l8' WITHIN 4'W DTH HEADS] DRYS GE116 ELEVATIONS FOR MfG HEIGHT i DIA CEILI GOPENI 1 1 O SUCCLIG TILE.(4) EXTERIORLIGHTFOR.MOUNT I TYPE4SGS �9.0"AFF. O Q O TRACK LIGHTING SYSTEM I O ;O COMSIN TYPE 38 AT 11'-0' e . PAS30. ® -- - TRIM v x E2$GSA 7-4' T. EXITUGHT I OP NING IN 3 S O 5 112 L.._.._ O O 103 TYPE 4 SGS e EXTERIOR EMERGENCY LIGHT J. O -0. BOTrOM OF BULKHEADAT7'-0' AT9'' Q INTERIOR EMERGENCY LIGHT ERIFY IF I EC SSART GRID wI TFUSSE L $ y J-1 CTTJ Q TO PRO DE FU(TU ICE.THIS ROUND DIFFlISER I 8'CQMPASSOTRIM Q' W7 Z C R tb OO TYP 23GS I AT8 ^ LU c ® i ® 'y< }a•'ye BO OM OF BULKHEADA•7B -- - o U.1 N CEILING DIFFUSER 102 TYPE 18 ` LAV-IN PERFORATED AT 9'd' ' DIFFUSER I I �� C TYPES H O O O . AT8'-0' W 1--- -- O'E4SGS®B'- BOTTOM OF BULKHAD _-. SOTTO OF BULK A79" ® -..--- O O I O O E33G3 TB-0' AT T-B" LAY-IN DIFFUSER I Q t Z AIR TRUSSES 4 'GYP.BD AT BOTTOM OF USSES 6RILLERENRN L , I. I .; I-_..... LED STRIP LIGHT AS SHOWN ON ELEVATIONS -- I 116 W t m ® EXHAUST GRILLE E (LOCATED IN FACIA REVEAL-SEE SHEET DBIA401) 104 2 m-v_i a tL 1 ® LECTRIC CEILNG UNEINICATESAPPROXIMATEBOUNDARYOFGYP.BD. .. HEATER INSTALLDED@10-V(STM OF TRUSSES),INSTALLED TO BLOCKNSION OF STRUCTURE AND MECHANICAL ALL ITEMS MAY NOT BE USED.COORD.w/MECHANICAL S EQUIPMENT.VERIFY EXTENTS REQUIRED. ELECTRICAL PLANS TO CONFIRM ALL FIXTURES m LINE TYPE INDICATES LOCATION OF GRID ATTACHED TO 2"PERIMETER ANGLE. WHERE NOT SHOWN,LEAVE 3W4 CLEARANCE 8T WN GRID&PERIMETER ANGLEAND DO NOT ATTACH TO WHITE VENTED PERIMETERANGLE. ALUMINUM SOFFIT PANELS SEE SUSPENDED CEILING DTL D2/A102. LICENSED HEAVY DUTYT-BAR GRID SYSTEM, I P,RCHRECf SUSPENDED FROM STRUCTURE ABOVE I AR 9B5874 CEILING TILE AS NOTED ON CEILING PLAN REFLECTED CEILING PLAN 1/4'=1'-0' STATEOF„E gAHO /B 4 3 MIN.71V'CLOSURE ANGLE.1 DONN ACM7 My 2"CLOSURE ANGLE 0WALLw/MIN.TV l Of SEISMIC CLIPS @ PERIMETER INSTALLED PER AT SPRINKLER HEADS&OTHER PENETRATIONS, CLEARANCE STWN GRID BANGLE:DO NOT MFGR RECOMMENDATION FOR SEISMIC DESIGN PROVIDE 2'OVERSIZE RING,SLEEVE,OR ATTACH GRID TO ANGLE.SEE CEILING PLAN z CATEGORY O. ADAPTOR TO ALLOW FOR FREE MOVEMENT OF FOR LOCATIONS TO ATTACH GRID TO ANGLE `l V IN ALL HORIZONTAL DIRECTIONS. J SEISMIC CLIP ANGLE OPTION CABLE TRAYS AND ELECTRICAL CONDUITS 2"PERIMETER ANGLE OPTION W $HALL BE SUPPORTED INDEPENDENTLY OF 0 CEILING W Z J J d LL � SUSPENDED CEILING DETAIL � r2013-112 n�O� FINISH MATERIALS: COORDINATE FINISHES W/INTERIOR ELEVATIONS ON SHEETA201 AND BUILDING SECTIONS ON SHEETA202 CARPET WALL PAINT AND VWC: CEILING PAINT: WALL TILE: WALL SUBSTRATES • + O,p on l:Tandus 8'-W Payerbond INTERIOR BULKHEAD B CEILING,UNLESS NOTED OTHERWISE: Tse 1: muss a—. muss B—No mussecwwc Tausseunwc 10'-0'AFF �a�� musseua 10'-0"AFF 10'-0'AFF NOTES; N + SIYb:TmjeL1ary 03913 OFFICE&UTILITY ROOM WALL PAINT:SWN7009'PBadyWhile' OeltileS NBraMa' 1. SEE FLOOR PLAN FOR FRAMING MATERIALS 0 + Color.Fleece 623508 VINCI-D.L Ceuch NA-I6CUL 31-oratCulvels' Shemdn Willions97009'Poatly Whit Cnbr.Gold P521 TRUSS BR'G TRUSS BRIG TRUSS BR'G 2, WHERE SUBSTRATE DOES NOT EXTEND CONTINUOUSLY 10'-0'G1P.CEILING IN RM5101.107 Torro es— Luafir,Petlme&r Dining Room walls Si 13'x 13'mleted 45 degrees T sousG&GLG xr,ypgygggMl sn•Gresuxenum TO TOP PLATE,INSTALL HORIZONTAL FIRE BLOCKING IN FOR NATIONALACCOUNT PRICING CONTACT Sherwin Williams OGJ58 Tdcom Bledr DURATION MATTE FINISH Base, C—Sa6i xl.vAaygEceuw crveoccxwcx EACH STUD CAVITY®CEILING LEVEL IN WOOD STUDS, RENEE PRIMEAU:(414)931.1460 VWC2-MDC Alpha 3825/4559 U Mug,Zen Blue' CEILING TILE: G_SC_%E9T IIEBew'AFF 8'-0'AFF sosEacmoo FIRE BLOCKING SHALL BE NOMINAL2x TO MATCH DEPTH -� Lowi InteAOr Dloing Roomwalls Whom:Dining Room OF CAVITY.IN METAL STUDS,FIRE BLOCKING SHALL BE Cz TYPE�(1 ,S(;LG: TIle 2: Flaaxagarro � FlRf&OLNING Flafatodu e a,womE ems- METAL TRACK SECTION MATCHING CAVITY DEPTH TO FLOOR TILE: Paint- Sherwin Williams SW6250'Gmnke Peak' GRID:DONN DXSYSTEM,COLOR TO MATCH TILE DaMle Style:'Vemmde`S44K95 SUPPORT MINERAL WOOL FIRE SAFlNG. OPTION Loations:Above hie in Men&WomenTolletRcoms TRIM:8'Compmn,COLOR 002'SOvx SaOn'where noted Color.Said P505 urixceuxG urxcaLxc urlxcEuxc uv IxCEMNc nc.rF�amnNAn�` urwcBuxcO urwcBuxG® 0 Txe 1:Dal:Daltile Continental Slate FOR MDC NATIONAL ACCOUNT PRICING CONTACT DIANE TILE: 2x 2 USG'FsosYCllmai-SANDSTONE 090,'SLB'Edge She: 4'z20•BuINoa Tdm _Efac.ruw soa:wu a —EtouTwxs 1 5R•CEMENT BOARD FROM FLOOR TO S'ABOVE OLD,EXCEPT CS55'Mmocan Brown' LOVEGREN AT 800-6214006,x1.7502 TYPE 2 SGS CLG: Where:MelaanOWomeosTalet Rooms INSTALL FULL HEIGHT IN DINING ROOM O) f2'xlY&9'z&' GRID:DONN DX SYSTEM,COLOR TO MATCH TILE The ese—uMeorRp �_ C FOR O.L.COUCH NATIONAL ACCOUNT PWCINGCONTACT L013 4 O set In hopscotch offem PETERSON AT92M 4700 TRIM:6'Oompesso,COLOR 002 BNer Sai where noted Daltile Style:SemFGlen 4 4 0 SW CEMENT BOARD FROM FLOORTO tY AF.F.WRI15'8' Cove base SJ6C9T(come color) TILE: 2x2U5G'FreM'ClimeFlus-MANILA 246,'SLB'Edge Color.Made Urban Putty 0761 PLYWOOD FROM tYA.F.F.To 6'ABOVE CEO. J O conrer SC36C9T(same color) ARTWORK TYPE 3 SGS Ga. She: 4'xC Where:Customer Order area a 6'HIGH 50 CEMENT BOARD,GYP BOARD TO4'-0'AF.F.WITH z TO BE PROVIDED BY OWNER;INSTALLED BY GC. GRID:CHICAGO METALIC WHITE ALUMINUM O ST PLYWOOD FROM4'.V TOS-0'ABOVE FLOOR Q Tie Base Alb Daltile Colour Scheme,B909 Alvan Brown TILE: lid USG VINYL-FACED GYPSUM 93260$TIPPLEWHITE Tled. 5R'CEMENT BOARD FROM FLOOR TO IY AFF.WITH MB' a Cn Daitlle Side:Elemental GC SHALL CONFIRM INNER.ALL WORK INSTALLATION TYPES& TYPEI SGS OLD Size: Maas Ebmenal Tan 0766 OO PLYWOOD FROM 1YT06'ABOVE CEILING. REQUIREMENTS.1 OWNER. GRID CHICAGO METALIC WHRE ALUMINUM Size: 4'z12" TILE: 2x4 USG WNYL-FACED GYPSUM I3270 STIPPLE WHITE Where:CuMamerOrOerarea Q U TIe2:DaPoIeSMe:Paver WAINSCOT TRIM CAP CHAIR RAIL: TOeS: _PLrwG� 4n•n1,• c anIrr�GGG kFRLrwGa we•GmsuNnua _yb-xab FiesisT. an'GrPvxcoaa OO 55'PLYWOOD FULL HEIGHT. � m en Cola:0085'Gay^ FOR NATIONAL ACCOUNT WAINSCOT;Matllle FiaikWalracob Colo[317S4;Alum Rock Maple Dallis Sty le:Seml-Gloss Gmbunbou SOLID SURFACE: 48 AFF 487AFF 48'AFF WHIGH 50 CEMENT BOARD,GYP.BO.FULL HT.EXCEPT 9&' W V J Sire: LL am LOCAL ALTILE CONTACT YOUR Color.Galaxy 1469 0 O HALF WALL TRIM CAP:S tun'xte#0 f 5.6 x 1'nlid maple stock, She: 4.za. pLYWD IN LIEU OF GYP BD FROM 4'-0'TO54r ABOVE FLOOR. Q Base:sse options below CENTER OR CALTOODE amnedbmatch Y6xanaR laminate O1W454X1'Fonmill Peal' Option 1:WinnaR Gibraltar Chicory Cream Melalga9047 MIL O Tile 3:Daltile Style:Suretread CENTER OR CALLT000 Where:Customer i M Color.OQ76'Gay' JAHNZ AT DALTILE:(262) CHAIR RAIL Aci FR-225N,Cob,381 Figured Amg. NOTE:TLT RM Rev cowstobeWeiGiba0sr1572SMtique White Tile 6: waxscoT,waxfs ys.�N� ra,annxax Rux 9&'PLYWOOD FROM FLOOR TO TOP OF WAINSCOT,GLUED � (6 CO z Sire:6'x6' 781 ORI-BOD420-7029 Daltile Style:'Vem a' O ANDSCREWEDw/2x10 AT CENTER OF BOOTH TABLE Base:Bee oDtiOns below VINYL BASE: Cob,Send P505 �'R'r'� LOCATIONS PER Hi WHERE APPLICABLE.515'GYP BRD TO LLJ M T 0 Size: IT x 13'roated 45 degrees ROOF DECKIFWALLCONTINUES FULL HEIGHT. > O2 Use 6'Cove base P-3665"Gay' OTHER FINISHES:HES: Bee cmeB36E9T& T —ace mRo, J • Joh nsur e V vinyl cove one(.080 gauge)In RWDCE3'Bumt Umbel' eooTx TOaLe e FRP BOARD:KEMLITE GMsbold-Pwim'SuXnnl'Gr Medde Come, n kouTwxs 4 O SIB'MOISTURE RESISTANT GYP BOARD FLOOR TO ROOF DECK CU :@ 06 p FLOOR TILEGROUT PROVIDE WALL BASE 2S FOLLOWS: Wh-.MwalIM—TCLxRmra weu,wenixG wASL,awnxc wxu,axuro waL,w,lninc waL,reramG wafmwixc —va_.Ra..rvc wrumwixo CAI egKE PLACKET FOR CRANES OM O SITE$@ PlM46ING CALL I O 59'GYP BOARD FLOOR TO ROOF DECK (, � � MINEPLACXETKA AT CRANE COMPOSRESO(816)18741928 � (� .� 1_ � The following setting system has a 15 yearwamanty when used in Provide vinyl base as specified ford booth bcaSOre. MAPEI GROUTASFOLLOWS: —an•cmecxrsourb sa•xrvrooO srcrosuNeoam wuLw�aurG conjunc0on with and floor the that is nor greater than l5 Inches In length. Where meetearpetedlocrearfaa,provide base as specified. WOODTRIM6DOOiRSTA1NaM INIERIORHOLLOW METALPAINT: I.J.Tim l&24 Summer Tan L LLI 0 CU O No subslib6ons ma be aces Gmustc286 y pteq forwalantyatechnlalquesfion5 Wherewall meets Aoatlle sudaa,prowide awe Ma banes spedfied. Match WlnadlemireaA70745fi0'Fanmill Pear Grouf a2&6 be 35 Navalo Brown lGr files 3,4,5. ' Z J C Upeon contact Parick Amdage,MAPEI Corporation AT612-2DS-7494 EXTERIOR HOLLOW METAL&BOLLARDS:Paint to in"Whig SEEFLOOR TILESECT70MFORNATIONAL ACCT. b 4WATERPROOFING MEMBRANE: 13 WALL CORNER BV FOOD SVCPRICINGCONTACTINFOMAPEI,Maps]sieAquaDefense SCORNER DETAIL tTYPE304 NT PROVIDER eTGEMFMepMO maa an•axexreGuw m ® E SERIN1)MATERIAL: Scale:NTS WARRYTILEBAISE 6•BASE QENOTE FRPBCARDSTOPSA D c+x 1)MATELKeralasfiC System WALL mxaETEsua axKReTERAa eaxlaETebue wrclamsue coxaa:TEsue cOxa coxcREresue coricxxeTesua c � w 2)MAPEI,Glxlkapid System NOTE: T NOT SET COVE BASE BERECESSED-SAMITARYCOVEDQUARRY TILL FLOOR '� r1 �orvc c . TILE ON TOP OF FLOOR TILE. L • INDUSTRIAL EPDXY GROUT: MOLMNOTP11DA81 TILE •—y MAPEI Industrial Grade Kerepoxy RED,Color 09 Grey IS p� $TAN ARD GROUT:MAPS,UIbealaPlusColor09Gray JOHEIGHT.GROLIFIEDINPLACEBYGC E COVED BASE TILE DETAIL LL no v c� DUARRVTILE FLOOR Sala;NTS iu 3 c q 2�m U�(Lw I + + + + + + ENTRY $ + + + + + 7 10$ < SUBSTRATE BIWN INSULATED 7 + + + + + ��JJJ g PANELS AND FRAMING + + + + +ra + + + 7 PAINT INTERIOR SHEATHING OF DUMPSTER�I1r _A104 — A104 �A COOLS ENCLOSUREROFCOATS OFEMENT EPDXY PAINT; r - MATCH COLOR OF CEMENT BD SIDING 1 ALLWALLS' NO WATERPROOF WATERPROOF SIMILAR $ p N?�yN + + ° cr MEMBRANE NEEDED MEMBRANE 7P.rArmn•+ WOMEN FREEZER M _A + + + r� CO I I ALL WALLS. 10$ NOBASETILEINCDOLER OR LU -E� + + H S� ,�$ �—� DETAILFFREEZER EOTSR01 LU W A 2 �aQ + + + + -I �� PERB3.3/A104 � Sc 7 HALL 3 O + 4 + 4 7 I'—ta ;- o a coo w w + + + + 109 + 4 + 4 $ w co rRD + + + a w 4 GROU cRour w a + + + -J- ,0iv PER 811A1 4 g 3 FIR E3 FLRTILE2 F _ . -L + + y.. +41 4. + �- c' �� B1! RRiLE2 FLRTIIE3 Q 14 Q i- EEr+ + +w^ a -, + ,+ -}. + Y. H2 EXTEND FRP BOARD MIN.B" 6 Q } + + •(- { + 10 _ 2 BEYOND FRONT OF FREEZER i• ,L �' { a' a c05 c PE 1/ 04 ,LX I W a WOOD TRUSS } + - I g7' M! z-._0- LL U w 5 c m L x x I w 7-10, 3A 14 z�=ter a' CEMENTBOARD PER 104 — X X X I ¢ y' a DINING j QTCHEN Jo u,— $ 1 11 TYPICAL DINING ROOM FINISH AS PER X X x X O LAYINCEIUNG I Q F— y 112 14 I E7JA104,UNLESS NOTED OTHERWISE X X X X x x x x x I W o Paz£ I '� < x x x x x x O I p E o n NOTE: STAINLESS FOOD WALL j X X h X E4 W g,c PANELS BY FOOD SVC CERAMIC TILE X X X X x 104 w EQUIP.SUPPLIER A" �...._ O COORDINATE y i co 6 LICENSED ix x X x x EQUIPMENT CURB 'w N rc ARCHITECT x X x x. X 7 C) TO R C CURB DRY GOODS AR BB5674 ••••—• .CHAIR RAIL 5 AFF — TO RECENETILE H2 a = o - CEMENTBOARD x x ..._. .._ E 1 1 14 4�F 115 m I x _ ..J BASE FIRE BLOCKING I x X X ', TF PER B4/A104 4'-0' T-V j X X X x pi NO WATERPROOF WATERPROOF 6 wENor MKHEIE gi x X X x x X 8 MEMBRANE NEEDED MEMBRANE uJ _ AI c y STATE OF IDAHO a LAY IN CEILING I PER B41A1FSMTE Hoop x x x x x $ DRINKS&CONDIMENTS 102 STAINLESS STEEL X X X X $ 'w 6� w3 WALL Vim 14 118 m a: F — CEMENTBOARD I x Ie GROUT GROUT FRP $ 7 DINA EGUIPME 14 (wS a ��YJJJ LL CURB W F51,CU TO J CERAMIC TILE PER E7JAIN REC TILE F 14 PER E2/A10/ ! qq CEMEM BOARD CHAIRRAILO32'AFF 'I 14 $ � ¢ ,, �-'. ;:. ' METAL STUD 14 J � POKY STANDARD FFICE OTFLOORANDBASE DRIVE-THRU FRP GROUT cRouT 117 h SERVICE SUNDAE PREP OP.qM.I YJ UTILITY RM CONCRETE FLOOR 104 1 11 14 ff'I sr 11$ SEALEDCONCRETE z . COORDINATE ' HOOD CLEAR. A7 FINISH PLAN EWIFBI,CDD FLOORw WNYL BASE I L wrrHFsl,cuRB $ 5 9 6 H 2 TO RECEIVE TILE 3 2073-112 SCALE:1/4'=1'-0' BA6E ,. ,..�,.f ..;,,:, +.,.,, SCALE-V=14Y M O N SOAP DISPENSER 21Wx 35'H MIRROR WALL MWNTED BABY WASTE RECEPTACLE CHANGING STATION CU - P OVIDE BLOCKING _. ._.._.�. _ Q 8'HOLE IN LAVTOP .-. ---- _. __.-_.____ - PAPER TOWFIS �- 3 PNONSISTA OWNER TO PROVIDE DIGITAL DAILY FEATURES 4'SOLID SURFACE BL Q SACKSPLASH MONITOR,MOUNTING BRACKET&INSTALLATION % 4i J .� RECOMMENDATIONS GC TO INSTALL&COORDINATE x COUNTER SOLID SURFACE GRAB BARS MOUNIW m UVTOP TO SOLID BLOCKING ANGLED VIEW MGLEDIIEW ANGLED ANGLED TOILET PAPER ES'A3 AS IF PERCLBLOCKIEN�G LW/ISTALLATION RECOMMENDATION VIEW ^f VIEW '1 �,,. REQ'p TYp _ Z LL'b WC APPROVED FOR m a 7 CON TINUE FINISHES < < CONTINUE FINISHES ^k"�z,� 'v j P.I UmNAL-VERIFY ti HC USE(HIGH SEAT) I.n 4'ABOVE CEILING - -- --- - - 4'ABOVE CEILING BULKHEAD-SEE �� AOA MOUMING HGT. WALL TILE 3 STONE LINTEL --- CLG PUN MIN.KNEE SPACE 1'6' Q f U RECESSED MAx.vANmHBcxT 4—SIDE WALL U Y cE J WALL TILE 5 RECEPTACLE N0 1-SINK WALL -TOILET REAR WALL 3-TOILET SIDE WALL Q PAINT GVPBD N PROVIDE TYPICAL WALL TILE L1.1 V O J ® � INTERIOR EQ •`EQ 314"SOLID MAPLE TRIM PROVIDE TYPICAL WALL TILE J.0 AS NOTED IN ELEVATIONS 28 3 tY 0 ` co CAP M OPENING S AS NOTED IN ELEVATIONS 283 x HENS 107 ELEVATIONS � ao 6� . " WALL TILE/ SAT JAM ODTRIM H 11/4'x 1'$OLID AT JAMBS&SILL, MAP LE TRIM x�,6�'- ` A �� PAINT a 1 mLLo Y` \ - -� SCALE:II4"=1'-0" WALL MOUNTED BABYCHPNGING L3"t k z i I, ' I:: WALL TILES 5114'x/2"SOLID �- TOILET OOMALLWOMENS _ ur` .W STATION-PROVIDE BLOCKING > � N N a- - MAPLE CIUIR R4IL �' � TOILET ROOM WAll TILE J = rP i ATCARPETINSTALL c- v PIEFTBSNFDWOW SOAP DISPENSER U (6 O Fb -NO E TOWALL - &"TILE BASE ! PANELWAJNSCOT WASTE RECEPTACLE \ PAINT N LL C N FLOOR-NO WALL I' '., I U BASE &'TILE BASE B'MOLE IN LAV TOP �..__ PAPER TOWELS ,/ �� WALL TILE Z TOP EVEN WITH W Q R � O f 'X DOOR FRAMES Z J c U 4'SOLID SURFACE C CUST SERV ELEV VIEWING WALL SIGNAGE WALL SUNDAE WALL SACKSPLAS" DIAMONDPULTI TTE N k� -0• DIAMOND PATTERN SOLm SURFACE ! GRAB BARS � C 61 -__ LAV TOP MO NTED TO SCALE 114"=1'-0" 62 SCALE:114"=1'-0' B3 SCALE:1l4"=1'-0" B4 SCALE 1;4"=1'-0'. x SOLID BLOCKING E yV X TOILET PAPER— WC APPROVED FO b c COVE BASE PER N m r# N u HC USE \ I FLOOR TILE U (HIGH SEAT) C _ ANGLEDVIEW pyp gpJA MIN.KNEE SPACE COVEBCORNER L 1'$'). COUMERSUPPOWASREUDTYP C N " MA%,VANITY HEIGXT PER FLOOR TILE USE SAME LAV DIMS r/T�r COMPASS 1-SINK WALL 2-TOILET WALL FORMENS107 3-TOILET WALL LL VWC BULKHEAD VWC CEILING TRIM M SIGNAGE BY V01/4'SOLID ^S WOMENS 108 ELEVATIONS 12 W OWNER:CCORD. MAPLE TRIM B V (.D LL 8 314'MAPL 1YCx51/4' V V SCALE:114"=1'-0' SOLID MAPLE W ORDINATE WfPHONE JACK NOTE: 1•x11M'30LID MAPLE TRIM TOP OF W TRIM COORDINATE WI OWNER ALL DOOR HARDWARE MOUNTED NOTE:SEE SHEET A103 FOR FINISH MATERIALS INFORMATION MOUNT TOP OF FIRE MAXIMUM 4B'AF.F. 12'z51N'SOLID MAPLE TRIM PTd:Fpw RESTROOM ACCESSORIES All Specified 8CCe550fies tO hB by BObriCk. EMM FISHER OR CABINET AT 52' TACTILE( HSgDGE SOLID SURFACEI pANELSIM.P-LAM BRACKETS, (BEHIND MENS 107 TOILET ROOM MISCELLANEOUS ACCESSORIES ELECTRICAL OUTLET THERIM AT WILSONA8'mLEBASE - IGreb Bef 11n"DA.s/s B-6806 OWNER will rovide ABOVE BASE LEVE TYPE_ p paper towel dispensers(at sinks ABOVBASEHM ARE_ PREFIN SHEDRWOOD TFORTHILL PFAR BASE J Minor S/Schannel frame,24x 36"B-290 without electric hand dryers),soap&sanitizer CAB —'-' PANELWNNSCOTSH WOMENS 108 TOILET ROOM dispensers,toilet paper dispensers,and baby changing i Grab Bar 1 1/2'CIA,513 B-6806 stations to the GENERAL CONTRACTOR FOR E INSTALLATION. ® ®" I San.Npkn.Clap,Surface mount SIS B-270 LIGHTSWRCH i o �CUST. ORDER III ELEVATION @BL2OOT,1H1 GROUP-LONG mistaer ntlalstecan,yaMen's&aimen'std#2544 Fire . M Minor SIS channel frame,24"x 36"8-290 a f k 5 ry 4 Resistant waste can,for Men's&Women's toilet rooms. � J y M V L �SCALE:114"=1'-0" -0' ELECTRICAL OUTLET/ ALL MWNNTERNAHEIGHTS ALBUIL LNG WAD.A.8ICGANSI A117.1.20OBEDIIION O N DATA JACK AND 20091N1FANATONr,LBUILDING C/JCf DU p �-� �jt�ARD MOUNTING HEIGHTS z C6 w w� `� MOFTRUss 3 0 �xN'p ENTRY O d m W N O O O O O [� SCHEDULE � COMPA550 CL'G WINDOWAWNINGS BY OTHERS,TYPICAL NOTE:NO MUNTINS DOOR VVI IE.DUL.E'. DILI TRIM i__________i r__�, r__________ @WINDOW'E' Z DOOR: FRAME: REMARKS of B'-0" I I 4'-0• I S'-0' T4' ,88 1 1A N0. WIDTH HGT. MAR TYPE MATERIAL TYPE Q 1'x 11N'SOLID VWC N �p 3'-8" 2• 3'-g" 12' f 3'A" 2j 2j 3'-B' 7 3'.B' i2• N2"13314"2. 27'-331'2. 2' T' W 1 2@36' 0a' U ALUM a 518"INSULATING GLASS,THERMAL BREAK FRAME Of MAPLE TRIM TYPICALFINISHES {''�"" 12'x51N'SOUD BEYOND �5..? �( J 1A 2@36' 81' ALUM ALUM A SR"INSUUHNG LASS,THERMAL BREAK FRAME Q o0 MAPLE TRIM I' }f trfAL Ytrsi 4 �., b N b Y 4 Z" b 2A 89' U 516'INSU H MAL BEAK FRAME E o c PREFINISHEDWOOD I I g I 'I y y - "' a e `" 2B 1. 1. ALUM D ALUM A N8'INSULATING GLASS,THERMAL BREAK FRAME rq L I 8"TILE BASE l O W PANEL WAINSCOTBOOTHINO BY RS w O 34 36' B4' W0� B HM A SOLIDWRE MAP LE VENEER-ALT.BID:MARLrrE PRE FillDOOR Z V.y O- BASEMATLPER II riitij t�lr ti e 4'-0112" 4 4B PER PLAN W WOOD E HM A SOLID CORE MAPLE VENEER-ALT.BIG:MARLRE PRE-FINISHED DOOR W c A SHEETA103 - yj-- j} _ r„ `•' " 5 W W WOOD A HM A SOLID CORE,MAPLE VENEER-ALT.5I0'.MARI PRE-FINISHED DOOR Z _y ______._.. , 4�11 ___.. 1 T 42 &' HM C HM 0 INSULATED HOLLOW METAL DOOR WITH S'8'INSULATING GLASSQ 5 m WHITE MUNTINS BETWEEN GLAZING SHEETS,TYPICAL NOTE:NO MUNTINS @ WINDOW"D'.PROVIDE AND WOOD 3 HM A SOLIDCIX4E MAPLEVENEER-ALT,BIG:MARLOE PREFINISHED DOOR UNLESS NOTEDOTHERWISE.2'x41/2'(NOMINAL) INSTALL OUIKSERV MODEL IFSC-/040 SERVICE WINDOW o N THERMAL BREAK ALUM.FRAME,NATURAL COLOR W V IN4'41.12x 4.O12'OPENING FORMED BY WINDOW HARDWARE GROUPS: d S m CONDIMENT WALL BOOTH GROUP-CROSS TRASH NOOK CLEARINSUUTNGGLASS. FRAAE VERIFYWIKSERVNSTALATIONREO'S HARDWARE GROUP1:(Doore1 MiA,281 HARDWARE GROUP3:(Door5) D1SCALE:114"=1'-0' D2 SCALE:,/4'=,'-0" D3 SCALE:1l4"=,'-D^ — 3'-0 Provided as pad of alum.entrance package and shall be mfgls Hinges: 1-1f2 pakhlAis-Sass 450 TBB(orStaNeyor Hager EQ) T-In f 3--0'r 3'-6" 5,S aµ best quality system. Lock: Schlage ND53PD x ATH x 626X U) I l Hinges: Roton Continuous� hinge. Stop: Ives 408-1/2 x 626 1 Kick Plate: 8"high x door width @ kitchen side 626 finish- Cylinder: Schlage Rim Cylinder PER PLAN Q BrooklineOr3o❑ Lock: Touchbar exit device(Von Duprin Series 35A orti � 1 � � 1s^ approvede ual w/bent ull bar at extedar HARDWARE GROUP 4:IDoor 7) LI6 e• q ) P CETECT ry NOTE:omit Door lA&provide ushl uk Hinges: Stanley Or butts Suss SS 4B 450 TBB NRP(or ARCHITECT CEDING HT 8 MATL p :� a P p p ABOVE LAY-IN CLG,U.N.O. TRIM CAP S BT q Stanley or Hager EQ) AR,48SB74 VARIEssEE CLG PLAN—\ � Closers: 111eaf,mfgls best,ADA compliant R M CAP dr Cylinder: Schlage Rim Cylinder VWC 1'x7114"SOLID DOOR IYPE'A" DOORTYPE"8' DOOR TYPE DOORTYPE"D' DOOR TYPE"E' Threshold: Aluminum,and weep(otit@do doodoor lA) i MAPLETRIM 131V SOLID CORE DOOR 1314'FLUSHPANEL INSULATED HM DOOR wl 36'x S4'ALUM.,NATURAL 13/4'FLUSH PANEL Sweep: Mfgls standard sweep(OmitQd00r 1A) Lock: Touchbar exit device(Von Duprin Series 98 or �q BOLTED T DC3x8CHANNEL FRAME w1 MAPLE VENEER&12" SOLID CORE DOOR wI 12"AT ITE,GLAZEW COLOR,wI CLEARSIfi' SOLID CORE DOORW WesthefStrip',Mfgls premium package(omll�dcor 1A) approved Eq)wI lever @exterior S i 11M'x 7'SWO m 12'x5114'SOLID BOLTED TO BLOCKING IN WALLS a114'SINGLE PANE MAPLEVENEER, 51F TEMPERED TEMPERED INSULATING MAPLEVENEEN "Oki IVESVR910-NL D DP I MAPLE TRIM AN W DO'w7 E, SOLID SURFACE SILL MAPLE CHAIR RAIL Other: Removable,keyed,center mullion(Doorl only) m w1314•x 1 12"NOSE SOLID SURFACE TOP wI BULL NOSE TEMPERED LITE, ALTERNATE: INSULATING GLASS GLASS.PAIR @ DOORS 1 ALTERNATE: Closer: LCN 4110 51/4'x 72"SOLD 5/8'GYP.BOARD EDGE,BACK,SIDE SPLASHES ALTERNATE: MARLITE PRE-FINISHED &1A;SINGLELEAF0 MA LITE PRE-FINISHED HARDWARE GRGUP 2:(Doors3,4) O'head Stop:GLY 9045 wE7TATE On�MS0 MAPLE CHAIR RAIL o MARLITE PRE-FINISHED DOOR DOOR2 DOOR Hinges: 1-1/2 pal?butts-S05545DX NRP(Of Stanley or VISWBn He Bf,756 ore equal STATE OF IOAHp PREFINISHEDWOOD DOOR 9 M PANEL WAINSCOT PREFINISHEO WOOD b Hager EQ) Threshold: Pemko 254 Series SOLD SURFACESILL a PANEL WAINSCOT PUShJPWI: Brookline 50C x 626 and Brookline 50 x 626 Weatherstrip:Full-Pemko or EQ A SIP PLYWOOD GLUED AND PRE WOOD I e w (VA" Stop: Ives 408-112 x 626 Kick Plate: 12"high x door width bath sides of door.626 finish I PAJELWAINSCOT SCREWED AT BOOTH TABLE 2'-0' AREAS.01HER AREAS GET NS' WOOD FR'G 6 2' 6'-0' 2' 4'-0• Closer LCN 4010 -ROckwoOd or EQ. O (n Of b BASE rMPL VAIRES, GYP BOARD 6"BASE T' he4 2" 2' 3'-0.2' T 2' d W 2' Kick Plate: 8"high x door Width @ both sides 626 finish- BEE3HEETA703 "• b W H 11'--�I7' Y 10. '�'fi a B- no C C a TREATED WOOD SILL ON SILL H ++ ^ MRIEMOVEABUI `�' tIARDWARE GROUP 5:(Door 8) WING WALL E2 DINING RM WALL SEALER HARDWARE GROUP 2A;(Doors3a 4Aa4B) s'BASE Ly MULLION Hinges: 1-12 pair butts•Sons 450 TBB(or Stanley or Hager EQ) Hinges: 7-12 pakW6s-Boss 450 TBB(aS�rYeyaHager EQ) E 1 fi''BASE R § ' § Lock: Schlage ND40S x ATH x 213 Lock: Schlage D40S x ATH x 626 N SCALE:114"=1'-0" SCALE:114"=1'-0" PLASTIC LAMINATE g Stop: Ives 408-12x 626 Z FLOORFINISH- FLOOR SUPPORT w/ Stop: Ives 408-inx626 Kick Plate: 8'high x door width Q kitchen side 626 finish- O SEE SCHEDULE NO WALL Brookline or EQ O FRAME TYPE'A" FRAMETYPE'B" FRAME TYPE"C" FRAME TYPE"D" '- Closer: LCN 010 SEE SCHEDULE FOR NATllRAL COLOR ALUM, NATURAL COLOR ALUM, SEE SCHEDULE FOR HALF WALL LAV TOP MAIL&WIDTH w15W CLEAR TEMPERED w1518'CLEAR TEMPERED MATL B WIDTH ` Z INSUL.GLASS TRANSOM: ANESGLASS SIDELITE DOOR NOTES: LU [ NO MUNTINS. wI WHITE MUNTINS BTWN , ALL DOOR CLOSERS SHALL COMPLY WI ANSI SECTIONS 4.13.1084.13.11 AND SECTIONS w WAINSCOT E4 SCALE 314'=1'-0" EJ SCALE 34"=,' w 06 E3SCALE:34"=1'-0" DOOR CLOSERS SHALLALLOW DOOR LATCH RELEASE WHEN SUBJECTED TO A 15q MAX REQ'D FORCE&THE DOORTO BE SETIN 2013112 MOTION WITH 304 FORCE.AFTER INITIAL FORCE,CLOSER SWILL ALLOW DOOR TO BE FULLYOPENED W/AN 8.5s FORCE. • ALL LOCKS AND LATCHES SHALL BE LEVER TYPE,EXCLUDING PANIC HARDWARE ON PUSH SIDE WHERE SCHEDULED, • ALL DOOR CONTROLS SHALL BE MOUNTED NO HIGHER THAN 48"ABOVE FINISHED FLOOR • THRESHOLDS SHALL COMPLY WI ANSI4.13.8 A104• REFER TO STANDARD MOUNTING HEIGHTS DETAIL FOR REQUIRED LOCATIONS OF HARDWARE AND SIGNAGE • HARDWARE SPECIFIED DEMONSTRATES DESIRED FUNCTIONS AND OPERATION.BIDG HARDWARE SUPPLIER SHALL COORDINATE OPERATIONS AND INSTALLATIONS AS REUD FOR COMPLETE AND OPERABLE SYSTEMS AT EACH OPENING. ENTRY CANOPY REFRIGERATION LINE REFRIGERATION LINE 10 mu= PENETRATION FOR PENETRATION FOR SCUPPEROHSINGW - ASCIA(BOTH SIDES) ITEM 1,SHEET FS1 ITEM 2,SHEET F91..i__________________ ________ _________________ _____ ___ __________-n �___________ {_____ LOWPARAPET ROOF LOW PARAPET LADDER- TYPICALHIGH al SEE DASHED LINES INDICATE PARAPET SHEET PARAPET RETURN kEFi "" ZFRAMING(TRUSS MEMBERS MOUNTO ONNECT'::.'::.':"..'..'.':.'.':.'::.' HMA105 DEIS WALL FINISHES 70 CONDFNSOR,TYP.... ....'......... O H3 FULLY ADHERED SINGLE PLY MEMBRANE ® HIGHyARAPET 0 SI OVER MIN(2)LAYERS RIGID INSULATION C TO PROVIDE MIN OVERALL THICKNESS OF 'S FAN HE 4,OVER S MIL VAPOR BARRIEROVER SIB' 4 401 SIN T-7'MF COX PLYWOOD OR APA RATED OM )I L.L T-2114-VIF i L=L (n PARAPET II" BRACE PER U H5IA401 FAN FAN ¢ ~ CO J ........ ('7 °i H5 W M 0 RTU3000p .. ............................. ........... 401 I XIGHP FAN.. ;;,� s PARAPETBRACE J � — �- W PER H51A401 .r, N O :'.'.'.'::.....'.'::....'.'.:':.:'.'.' .................. ........... REFRIGERATION CHASE ENCLOSURE.....: U ............................... .._., .............................. w/GALVANIZED METAL ROOF CAP, .'..'. . :'.:'.'. :::m ........a.. i •V Ll C 'T LOW PARAPET ....'."'..'.....'.'.'.'::.':.':.':.'' SEE HI RTU3000& w O @ 0 PARAPET BRACE IF RECD •• Z J F- (� BYTRUSSMFGR,TYP .:. .,.. zDoa 2Boa '--' .... . . PARAPET.. HIGH PARAPET IF REOD BY ® E L______________ _ ARAPET___ LOW P a; m II TRUSS MFGR,TYP c OVERFLOW SOUP PER TYP. I COORO,wIPLSD PUN c.. D1 RD N____ _____ _ ____ _ ______ o uf - FASCIASCUPPER OPENING IN I LL v ROOFPLAN FASCIA(BOTH SIDES) - 19 C6 �` SCALE:118•=1'-0" 0 ROOF PLAN NOTES: U Ll m DRIVE-THRU CANOPY CONTRACTOR TO VERIFY ROOFTOP UNIT SPECIFICATIONS AND TRUSS SIZEAND SPACING THIS PATTERN INDICATES TAPERED INSULATION; PROVIDE AS SHOWN OR REHTD 0 MIN.PITCH OF 114'PERPOCT VERIFYNUMBEROF ROOF DRAINS AND THEIR LOCATIONS w/PLUMBING SHEET PI J J j LaJ "'S_D• Of Lu O o LuU) �m O m N OPENI ENO 1x2 EL oo LU N 1'-8'INSIDE LEAR IREFRIG ALUMINUM WRAP MEMBRANE UPAND OVER LINE3 y c9 TUBING r ------ ---- 0 SIDE&END WALUS:FASTEN TO y U I 8 FOAMAFTE INSULATION NAROUND w .�.-� TOP PLATES O O OCAP I_ 26GA.OALVANRED SHEET . °a T- FOAMIERATIOONNES TO 2x12 END FRAMING FOR ROOF METAL COVER,VERIFY ALL j j REFRIGERATION LINES TO m TOP ENCLOSURE OF DIMENSIONS PRIOR TO i SEAL COMPLETE FIELDVERIFY REFRIGEI IRATION CHASE. I - ELEVATION Z I I INSTALLED FULL PERIMETER OF INTEGRAL GRIP EDGE,SEAL I FASTEN THRU DECK TO 2x8 BLKG, REFRIGERATION WORK ., �" 1v1/1'pLUM. INSTALL ER SET FRAMING ATOP ROOF DECK. j11A' a i i l i 2W FRAMING FOR SIDEWALL9 ANGLE 3G'x 3'UG y o ENCLOSURE BENEATH DECK. OFENCLOSURE W Top &BTM .1" INTO SOLID H 12 o I II PLATES.CONSTRUCT AFTER 5111FRA LYG(NOT ER 9X _ STUDBACKNO z in A.= I I I I I I PVC TUBES HAVE BEEN SET SIDE FRAMING(NOT NEEDED b a TYPICAL 2 v A.a I i FGIRDER RAMINTRUSS PER OVER 2x12e AT ENDS( ,i IY g.m I FRAMING PLAN A, 1#ALUM, W 2x 1N'ALUM TUBING 11R'OSRA Z '1 ANGLE34'0' APPROVED Z d r A LAG INTO SOLID ALUM,RUNGS < I I I I STUD BACKING TYPICAL J m TYPICAL b O uo'4m m m l I I SEAL AROUND PVC I I I I PENETRATIONS IN ROOF DECK w'y�' AS NOTED ON FRAMING PLAN. I I I AND INSTALL INSULATION wIIN "' i l ALIGNw/2x4F ENCLOSURE FOR I I I ENCLOSURE AFTER ;A 868EYOND PERMFE 1 ' 1 SIDEWALLS OF ENCLOSURE I I l REFRIGERATION LINE INSTALL CONFIGURATION �—PROVIDE(3 G&TE\8 ARCWITECDT l i PLATE OF AR 985874 I BELO H CHASE I I I I I I �� I I LOSURE ON ROOF 5 I Q REFRIGERATIONLI S i PVC COUPLINGS AS REO'D TO (PROVIDEDANDI ALLED BY INSTALL TUBINGBSECURE TO / b 'OTHERS) A. 'a wwmra¢xFue wunx................ ..I..i.......'i STATE OF IDAHO • i l INSTALL SIDING 'j r 6' BEHIND LADDER Of j -SEE ELEVATION UL 11/2'OSHA Z APPROVEDALUM _ RUNGS.TYPICAL C z MFGRD STONE C b CONTINUES I BEYOND J rl LL a " H6 REFRIGERATION CHASE o o SCALE:314-1-0 0N 0N 2D13-112 WRUNG LADDER I I V SCALE',112'=1'-0' L/1�oa1 7.Address Numbers A201,Buildings shall have approved address numbers,or approved building Identification placed in a position that Is plainly legible,visible from the street or frontage road fronting the property and of a contrasting color(IFC U 505.1). The address size is based on distance from the street:up to 50 ft.is 41n.,51 to 100 ft.is 61n.,101 to 150 ft.Is 81n., 151 to 200 ft.is SO In,and greater is 121n.,IFC 505.1. C13 0 Cll INSTALL BLDG ADDRESS NUMBERS,VERIFY COLOR, Q 1 0 or E sw L�F EOErr, MATERIALS PALETTE&REPRESENTATION J U)i MBERS TO V2'WIDE. METAL COPING'REGAL BLUE' Al. CORNER PIER $ BRUSHED ALUMINUM CANOP TALL PIER (UNA-CLAD) Z -p LED STRIPLIGHT ED STRIPLIGHT LED STRIPE r LED STRIPLIGHT LED STRIPLIGHT EIFS PROFILE"CORNICE', ,n TO MATCH'TREE BRANCH'SW7525 MFGRD STONE FULL HT ON CORNER 42d01— n t: PIERS UP TO EIFS AT INTERMEDIATE < _ __. j j '. j ® I G1 j 1.. P4� PIERB:wNzmrrA-,(ENVIRONMENTAL F- (� Cn m lS a IS I - a CS :7 STONEWORKS,TUSCPN LEDGE) � `� Q J - I I m li CEMENT BOARD SIDING'OYSTER SHELL" W U +� .ry X X (CETANTEED,DIAMOND KOTE) 0 Y (h M EIFS AT PIER TOPS.TOMATCH'MDCHA m m CO Z L CREAM`SWIBIS 2CANVAS AWNING BY OTHERS,TYP W C� T 0DUMPSTER ENCLOSURE �, 'ROYAL BLUE'4817 J06 NSEE PLAN FDR EXTENTS OF 41:. m = Q FINISHES - - ..- _._-. __-__ _ - - 7 .._--..__—._. —. --. --. - MFGRD STONE.SILLS,S TRIM PIECES AS CV >REOI:MAN7ANITA',(ENVIRONMENTAL U Q STONEWORKS,TUSCAN LEDGE) Cn -- KNOX 80%-VERIFY_�LLATION& W O TYPE w/LOCAL�EPT Z J ~ 8.Knox Box CLEFT EL VATION A201,A rapid entry(knox Box)ap (cation may be obtained at Station 1 during normal business hours.(IFC 506.1) 1=-1 j If purchased,the Knox Box will be Installed to the right of the main access door(s).It should be mounted out of SCALE:il8"=1'-0' normal reach and no higher than ten feet from ground level(IFC 506.1).The proposed location is approved. T 1 m� U N Opp C (n m PAiPPETSCREENSR00FTOP EOUP, .� ROORJNEBEHIND TALL PIER >C•- LL D STRIPE Ni �..�., .- ED STRI GHT b MNTG a - --------- - -------- BRUSHED ALUM. CANOPY,TYPI of 1 i — E p rn SYNTHETIC PLANKING OR ROUGH 1.8' SIDING IN PLACE OF Y Of p` o rj SAWN CEDAR 2x5s w/1YC GAP BTWN BEHIND ROOF LADDER Os E Z c N to ANCHORED TO ALUM.GATE FRAME. m c CANE BOLTS,ONE PER LEAF � 3 O PANT CEDAR TO MATCH SIDING. Z -i c m B4 REAR ELEVATION B7 FRONT ELEVATION 3 0 0 R .N SCALE:tlB'=1'-0' 0 a ao w N W U TYPICAL PIER OVERFLOW SCUPPER, BRUSHEDALUMINUM Z VERIFY wl PUS PLANS 7 CANOPY FASCIA CORNER PIER LED STRIPLIGHT ED BTRIPLIGHT LED STRI LIGHT / 44 00� "O�y,Q- G Iwo Z =r �s2r b I Obiacc— LICENSC ARCHIU9�T AR 805674 ARIGHT ELEVATION t-. OF IDAH OO a c 0 .y .s N L1 �/ O LL 1< ' q L X - W LU 2013112 A201 .�}23'-0"TI�BLMG an 40 �� m HI Pam' ARAPBT N 20'-10'TI BLK'G� ` WRAP CORNICE BOARD AROUND END _ 20'-10"TI BLMG O HI P�AAAPET OF HIGH PARAPET WALL RETURN 8 ---- HI PARAPET ®REAR WALL I TERMINATE 6 EDGE,TYP,FOR All. I - QDRIVE-TH0.0 CIO I I (Y I EXTEND GYP BO CEILING BEYOND PERIMTER OF LOWER UY4N CEILINGS TO C -- D2 BLOCK VIEW OF ROOF STRUCTURE B HVAC,VERIFY DISTANCE.SEE CEILING _ O 7171 Z O � - II a•; .. OR R�U WI WBE - -., PFOR LINTWA S I VERI 1 U"B S B TJ�?� � LIGHED MENUS6S 7 Lu BYOTHERS w ` M < HEAD R.O. I O Z DINING I. RY GODS DISHWASHIN KITCHEN �_ cli PASS-THRU ME] O LLJ > L�U O m UrSLR.O. zJ —ji 0 TISLAB E — % TR Vm " 0 LONG SECTION Fn�+, Tn m FRM'G / HIPY ARAPET HI PARAPET \ 5 o;c pO/ ^ 0FRONT WALL @MAIN ENTRY I 75 U d 7D HII � 20'-10'TI FRM'G ORALLI EIIFS�EFTF COPNG HIPARAPET F To HIGH PARAPET I MEMBRANE / ®DRIVE THRU I '!' RETURN WALLS t BELOW / 1818'-10"TI BLK'GTI BLK'G I LOW�PET i I H2 UPRIGHTS TO BE INTEGRAL PARTOF TRUSS "• I rl UPRIGHT TO BE INTEGRAL PART OF TRUSS I 40 EXTEND GY BD CEILING BEYOND PERIMTEROFLOWER UY-IN(EIL NOS TO BLOCK VIEW OF ROOF STRUCTURES HVAC, RI Y DISTANCE.SEE CEILING PUN. TRuss v PER TRUSS MFG MFGR DINING RM - H2.SA ALLRUSS TRUE d Ty GI ®ALL EXCEPT I TRUSS BR'G Lj y��<.••�� RIFY VERIFY GIRDER TRUSS J j— 10'-0' 8 IN SUPPLYGRILL� I N r TRUSB BR'G 77,; SGS AT 17' SEE MECH I Z L] 'E v hgLr J : ID 7,J" �y o� = om HEAD R.0. I i O a m W N DRIVE-THRU CUSTOMERERVICE ENTIRY U I I I I I I sluR0. i ®oBIILLU. I I I s10 it .. SLAB T(�AK 010 0-0 m o d yy> B'TLE BABE TI .....,. .- .. .<,. - .-. a.. ,!K'y. 05 w .. \ Z N N d LL CROSS SECTION R�!� SECT'ON� wS -1'-0SC ' O uoimwm ZO'-10"TI BLMG J,20'-10"TI BLMG HI PARAPET-REAR HI PARAPET-REAR ri UPRIGHTS TO BE INTEGRAL PART 01 TRUSS LICENSED ARCHITECT AR 985674 c _ o H2.5ATRUSS CLIPS, TYP ALL EXCEPTGYP.BO.CEILING AT SORT. GIRD RTRUSS 1 OF TRUSS CHORD 410'-0'TYP FOR B1 �OF HOIN N.L EXHAUST -- DISHWASHER SGSCLG.AT B'-0" INTERIOR WALLS FREEZER HOOD U) <n BEYOND S � Z o _ Z N COOLER PREP AREA WASHIN ROMOP OM FREEZER t DRY GOODS UTILITY ROOM Q O m bi 00 Cn 2013-112 66D 9;D CROSS SECTION SSD B10 H7 CROSS SECTION r SCALE:114"-1'-0" SCALE:114"=1'-0' IA�O� m1'-5112"CA 12'CDXPLYWDACROSSTOPOF PAFAPEiFRAMINGOVERRIPPED M SPACERAT END FOR COPING PITCH 2x4 18'O.C. 0 METAL FLASHING-- _._..: wICONT.2x4 TAPERED ROOF INSULATION OVERPICKED V2'OSS BLK'G EACH END OVER SO'PLYWOOD DECKINp / 4, 4 CONT.CLETE H8 WRAP ROOF MEMBRANE NON CORROSIVE 2 70 - -»., A401 DOWN HEADER NEOPRE EFASTENSQ 2 - 81 4 SEALANT Cu 23'HYTI BLOCIONG 'A WRAP HEADER IN BRAKE WASHERS@12'OC O 2X4FRAMING N FLASHING W DRIP EDGE O •+f' AMAIN METAL wI DRIP EDGE ROOF MEMBRANE r- ®PIER LL ID BTM OF STONE ITOP OF HIPARAPET WRAPPED UP AND APA RATED OSB } OVER TOP OF PARAPET SHEATHLNG, C BLOCKING '.I - , FASTEN UNDER VA THICKNESS PER O NGRAFTERSROMHEADERwILU2SJOIST CONTINOUSCLETE SHEETS102HANGERSNDWALLS:2x6 FRG TENSgNR00MCHOft RATETO RUSS EIRE&ABOVE;BE SOLID BLOCKING IO'WIDE BY FRG SELOW-ALLATQ=1'$12',CA GIVEN HEIGHT,WRAP IN METAL VENTED SOffRPMELS, !1'-9112',OATO MATCH CANOPY FASCIA j.' s� RECE VHIED SOFFIT PA STMNEL OF .C.,TYPICAL Nb _ .... - --b HEADER,FASTENED TO BTM _..,... 2D-10 T/BLkO y Q U 20D I EBLOCKING r -.._. �DR� IVE-THRU x' f I N OF RAFTERS - HIGH ZZ CONTINUEWALL (n Q J DRIP EDGE TYPICAL q0® @REAR E- m U) FASTEN TEN810NR EY 1 '� 9� _�5 INSUL.IY MIN O FS-SLAP DRIVE-THRU&REAR BOLTTHOUGHC ; w D/T CANOPY SECTION _- �! 1 - ABOVEI INSUL. 0 Y Ch \ - ANCHOR PLATE NO. I'; B4 s -- DRNE•THRII&REM BE MILARTOTAL TO INSTALL WASH NFULL -- `�`< — WALL HI PARAPETSTO ROOFING SYSTEM wI M BESIMILARTOTALL B FSEPLANT SIGN BY SIGN SUPPLIER SCALE:314"=1'-0' c BE 8IMEARTOTALL FIASHINGA3 REQ'D -""" m @ 00 Z PIERTW,FfiIM01,W . W - 0 _ OUT PIER FURRING _ PIERTOP,FB/A401,w1 JAM&6&SILL OF �,�,,,+ OUT PIERFURRING M ?+ 1B'-10' FRAMING MOVE TRUSSUPRIGHTS AS RECE56®STONE 1&'-10' •��~�"' 18'-10'TI BLK'G �'q'-10'TI BLOCKING `f J _� -~_ NOTED IN OR M01 TRUSSTRUSS U T/TRUSSU o NPI4" CAL PIER CAL PARAPET OMIT BRAKE METAL 1 - m U 2x6 PLATFORM FRAMING @ le,OC. 112'OSB ARARATED , ' 18'-10" REVEAL@REARWALI _ J. 2 6 2,>-.4 - 7EIFS EXTERIOR U +T' ABOVEIO'-0»@IN FILL BTNN GIRDER '; SHEATHING OR 12'CDX PLWO TI PARAPET BEYOND ORNE-THRU HI PARAP TS, ( pn - (_ TRUSSES&AT ENOWALLB SHEATHING PER SHEET SIO2 CB = D8 TOP OF BRACE®34Y ABOVE ROOF,HOLD BELOW 9EE ELEVATIONS INSULATION FINISH TYPICAL ALL HORZONTAL -- / (Iq /�.x� SYSTEM),THICKER IyJ 0 (O O EDGE8TO HAVE GONT. � _ AS TRUSS EXTENSION TO I, H4D1 TOP OF IB'-10'PARAPET HEIGHT TPROFILE Z E � � VBLOCKING ' BE INTEGRAL PART OF SHEELEVATIFO ONSIGN BY 9IGN SUPPLIER @��_T?RPLATE - � "' : (4)TOE NAILED NAILS FOR PARAPET FASTENING SHEETA201 FOR _ ROOF TRUSS AS PER MFGR - PARAPET TOP @ PIER ( 'x GOOSENECK LIGHT FLAT. SIGNAGE _ o� YEIFS,TYPICAL PER ELECTRICAL;PROVIDE BLOCKING BETWEEN STUDS AT TOP AND CENTER OF BRACE REQUIREMENTS Q (THICKER@PROFILE) BLOCKING - CV ® E MFGRD STONE TRUSSES RSCALE:i 1Y2"=1'-0' o 2 18tl NAILS 6"D.C.D,C,IN GEL STUD BTWN 4; ao VENEER TRUSSES FOR PARAPET BRACE FASTENING 2x4 BLOCKING STWN FRAMING � TYPICAL PER C&lA401 N A7 BOLT CONNECTIONS � i6'-0' _ _ 15'$"TYP ' Tl FI%T MTG (2)18d NAILS®6"O.C. 'rn 112+B WLYANI2ED EYEBOUT58 -- IN DBL 2B BLKG ": N WASHERS,PAINTED TO MAT CH �. BTWN TRUSSES FOR PET BRACECONTINUETHERMAL !. c N xn FASCIA w/SEALANT ALL AROUND -'0IEIFSR.�AL BRACE FASTENING @1YO.C.F ENED _:• BATTSMIN I2'ABOVE101 • 4)TOE NAILED 180 O ROOF TRUSS D ROOF INSUL,TYP 10d NAILS O v3/8"O GALVANIZED THREADED ROD, - \ ( L KING,wI MB X BLOC 170C.160 4 4`. 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R 49 FULL THICK BATT GY '$" FILLBTWN B EF LNG - k OVER 5A1'ARARATEOOSB wI MIN B'•1 E BA TO SUBMIT DESIG TRUSS INSTALLED AT 2xBFRG OR SEALANT DRAWINGS ANDCAL DNS INSUL®EXTERIOR VERIFY THIS LOCATION TRUSS UPRIGHT 6 I I I TO PROJECT ARCHITECT FO ALA' ' c BEYOND DBL 2,6 BLOCKINGAT PETBRA L IONS WRAP REVEALwI ETA; I I I OPENING IN GRAVEL t APPROVAL PRIOR TO BTM CHORD REAPING w DRIP I I I FILL FRAMINGB STOP FOR DRAINAGE S - TRUSS AS PER MFGR ' FABRICADON MDDELIVERY. COLORTOMATCH SIDING I I GRDERTRUSSES STAINLESSSTEEL FASCIA lDRIP DRIP EDGE BTM OF LED STRIP LIGHT IN REVEAI. t+f I I c COUNTER FLASHING o FMCIA wIORIP Tq '✓i - ® 21B STUDS IB'O.C.wl R19 t'' d _ 'r I I i `� R-19 FULL THICK BAtt.INSUL. " EIFSw/FLA5HIN0 . � U ' I I -,-,COUNTER � EDGE I^'�� : THERMAL BATTS FULL HT, VAPOR BARRIER OVER .. PER MFGR TYPICAL WHERE SHOWN ON ELEVATIONS J TYPIQALABDVE 10'-0'ARF &CEILING PLAN O APA RATED OSB SHEATHING -$ SILL BEARING THICKNESS PER SHEET S102 zcn�. SIDING PER TYPICAL =iUU 11 TRUSS ERG TRUSS BEARIN TAW- -o rn4No I I EVERED CM ,< RAFTERS PER FRAMING 10'-O'MINI ^„ !. I I H BEVONDW TFORM PLAN,HUNG FROM HEADER 'I HEADER PER FRAMING PLAN 2x8 STUDS®18' BRACE WALL TO DOUBLE TOP PIATE I I +;FRAMING ATO BI CANOPY 1,( i PA RATED OSB OR CD TYPICAL OFTRUSS@32'O.C. y wI JOIST HANGERS _ _ PARAPET TOP I 1 @ + ORSB'THCKTPERSH ET U I1 Gyp SO OVER b �'` - •" -..., - END,TYP FORALL E%CEPT Hi HAVE CONTpBLOCKING Ii.. wl2x4 FRAMING DQ ~ I F ANS@181O.C., ICAL DEL NNE METAL,TO MATCH PERTRUSS MFGR SPECS HORIZONTAL EDGES TO CEILING H14 AND LMTL v SCALE:1112'=1'-0" ` IN BRAKE EAL,TO MATCH 2x4FRAMING GIRTRUSSSS;ANCHOR 10 PERCEILING PLAN U i) I HEADERS q0 BI CANOPY �� H2.5ATRUSS CLIP EACH � ' it'-71/2",CA HEADERM PER GYP BOARD ' FR'G PLAN 518+OYPBDATWALLS. ». IF STRUCTURE IS (2)FULL HEIGHT STUDS 0 �'d JOIST HANGERS, 7.4" 7Y EXPOSED,INSTALL UP SIMPSON STRONG-TIE "` 2cfi STUDS @ I6'D.C., METAL FLASHING END OF POST(LONG WALL HEAD R.O. STO TWN TRUSSES J 518"GVP BD AT WALLS HEAD R.O. OVER PICHED I2'OSB IL ) LET4N CONRNUOU92x4 &U2100R&L12f0 �_ TYPICAL BELOW IO-0'AFF OJ o ORADIACEMTO END VERIFYWWINOOW MFGR BOttOMWDEL 2x4 BLOCKING BTWN TRUSSE9 ' I INSTALL JAMB HEAD PER DBIA4O1 W L m FILL RAFTERSPACE Vr FLASHINGS ATALL NONCORROSVE 2 Z m h a LL (SHORT WALL) CT ON HEAD AND JAMB BNlN JOISTS SEALFULL PE RETURN; Lu.- COMPLETEwITHERMAL SEAL FULL PERIMETER 6 4 m WINOOWS;SE4L W. Sx BATTS FASTENERS w/ 2 6 a -- Z:S=_r r VENTED ALUMINUM SOFFITwI 2x65ND5®i6"O.C, SET FACEOF WINDOW NEOPRENE - Z er} SEALANT-FULL PERIMETER TRIMS AS ROOD TYP 0 EXT.WALLS NATURAINDOW COLOR FRAME WLBREAI( FRAMEIW BEYOND FACE y WASHERS @1Y O.0 — 24@1O'O.C.WCONT. 4g 4j a ALUM.WINDOW FRAME wl 1'CLEAR OF EXTERIOR SHEATHING i 2x4BLKGEACHEND -I THERMMBREAN OOIXI FRAME SEE SHEETA703 FOR FINISHE 2x4 SMDS®18"01 � INSULATINGGLASS.1MUNTINS �,r +. � 10d NAILS 012"O.C. c NANRALCOLORWI' TYP@PIER FR'G BTWN PANES PER SHEET O-GO w m / 3' R19THERMALBATT8 TYREIFSPROFILE THERMALBREAKALUM. INSULATED CLEAR GLASS I MFGRD STONE '`— FULL HEIGHT IN STUD ROOF MEMBRANE - WINDOW FRAME VENEER ON PIER \ CAVITY,TYPICAL TRIM PER E2/ ri .:!• WRAPPED UP AND A4pCORNCiOVER BOARDEER A10/ +, `� asr;. ':I j ! f .: 3 FASTEN UNDEOVERTOP OF R __ BEHIND STONEVENEER OMRTYVEK CONTINCUS CLETE TYPCAL MFGR'D ` "�., f, COMMERCIAL WRAP AIR BARRIER&INSTALL WALL FINISH OVER STONE SILL TRIM �.�'•� TWO LAYERS ION FELT PAPER OVER SUBSTRATE OVER 'd SOLID SURFACE STOOL SHEATHING VAPOR BARRIER.SEE Y/+ r SOTLID SURFACE STOOL a WITH 1-12'x314'NOSE } �,✓°.� (r<"` A103 FOR WITH 1-12'x 314'NOSE SUBSTRATESAND P ^''y�� GALVANIZED WIRE MESH OVER OBL AIR FINISHES,NP. LICENI".CO 'L '� z�.� MOISTURE BAR IERANCHORED INTO ARCHITECF 3-Y BTNV R.O. �`q�Y l SNDSw/MIN I3IB'PENETR4TION �3'-_T TI SILL— TALL PIER TOP AR 985674 .} VARIES-SEE '¢g .' TYPE R - SILLR.O.®DRIVE THRU SEE SHEET A103 FOR WINOOWTYPES o MORTAR BED wI DEPTH PER .0RD w/ELEVATIONS �" SCALE:1112"=1'-0' ioloWALLSUBSTRATES& G + 10, FIRE BLOCKING REO'MTS EXTEND WINDOW BASE i MFGR'S INSTRUCTIONS -�L' ON SHELTA201 TR SES&ATENDWALLS FLASHING OUT OVER THROUGH WALL FLASHING&DRIP 31'-712"OA SILL;SEAL BELOW EDGE@WALL BASE I- 12'DXPLYWOACROSSTOPOF 6 BE MFGR'DSTONE R-19FULLTHICK ?< P FRAIAINGOVERRIPPED VENEER BATE INSULATION NE1IDYMq£IIEMARRN„ " �' MFGR'D STONE 'S ' MFGR'O STONE SP ERATEND FOR COPINGPRCH STATE OF pgHO W L VENEER PER DETAIL VENEER PER DETAIL FI LOCKING REO'MTS -� - AT EXTERIOR WALLS M AL COPING OVER PLYWOOD -' R-19 FULL THICK BATf I�' FINISHES PER FINISH + ; BACK-UP INSUL.AT EXT.WALLS ,Y PLAN SHEET A6 - G8 ITV6�C8N GQ �T rG L7llJJ - �'n^ N S SHEET A103 FOR FINISH :" TREATED 2 x q SILL PLATE 01 ATTACHMENT SCALE:1112'=1'-0"- - - ? , NONCORROSIVE U) V.O. 0 p -,� ON 9ILL SEALW DONT.9'x3" ; yx CONT.CLETE FASTENERS Z B'BPSE WI COVE TI SLAB TI SLAB GALVANIZED ANGLE@B __ - 2 8. NEOPRENE CURB PER CML " 7 0'-0" @PIER FRG u'-0" SEALANT -.p _6I WASHER5�12'O.C. O .. .:.>.. y..�.,.,... .:. TISLAB a D.C. r'� TI SLAB p,.* T- 10 NAILS@12'OC �--+ _ 2x4®16'O.C.WCONT. � I 2x4 SUI EACH END W 1 7REATED2x8MLLRATE __ _ _ _ � o I 1 $FAL,TYPICAL I TYR EIFS PROFILE j H2.5 TIE @48^O.C.@ CORNICE BD PER J 1 I EXTENDED CAP EBIA401 wl BUILT-UP J FRAMING - EIFS THICKNESSTO ALIGN W TALL PIERS 1705B APA SWgIALL SECTION H2 WALL SECTION ^ SECTION @ PIER WALL SECTION �ENDWALL SECTION TALL PIER BEYOND ;,! RA ED BHEA HIND2013-112 E:314'=1'-0" - SCALE;3/4'=1'-0" - TSCALE:314"-1'-0" 1 IT SCALE:314»=1'-0' I` SCALE:314 H8 H I PARAPET NOTE:SECTIONS ABOVE INDICATE TYPICAL(NON SHEAR WALL)FASTENING FOR WALL SHEATHING,SEE SHEAR WALL DIAGRAMS ON SHEET S102 FOR SHEATHING FASTENING AT SHEAR WALLS. scnLE:112^=r-0^ L-------------------------------------------------------------------------------------------------------------------------------------------------------------� FOODSERVICE PLAN SCALE: 1/4"= 1r-0" 1 DEPRESS CONCRETE CENTERLINE OF 36"HIGH BOOTH BACKS - SLAB IN THIS AREA 8" -- r PAD MUST BE LEVEL. 24-0 IrT r 14'-5' 9'-7 UT IF ENTRY -- MEN 117 G II m 3 '( 108 BULK CO2 _LL) 101 ml I \ 611 Cot HOOK 6 4A _ WASTE OIL ENCLOSURE CABINET BY WOMEN Z WASTE OIL RECOVERY SYSTEM SUPPLIER 116 COOLER SHARPS COMAINER 117 d Culver Franchising - % System,Inc. HALL s1 9 41_ --—— 14`z a/<'— ——— — O o, 1240 Water Street D6 109 s 7 O 5 . WI 53578 c 606-643-7980 !� 120 118 8 a FREEZER tT 88 BUILT-IN SOUP WARMER { 1e I 62 14 - 90 n6' r4rclEAa 34 a 19 I z o a I 92 F- '� r _ I I 14 20 17 w 1 I 79 OB �i it i 18 II 108 CASE N GLASSFRONT COUNTY III 45 - CASE IN FRONT COUNTER 27 ! 3 DINING �� SEE ELECTRICAL `�' 88 L R 28 EN 101 I 91 55 112 14 ;, OWNER: ¢ 25 I c 54 47 9 37 a ST.GEORGE RBUR I o 81 r 117 BUTTERBURGER,INC. 108 i C 2 I y ' 25A r$ 3800 HOWARD HUGHES 8.1 53 - 118 15 �_ SUITE 100 cc UOU79 _ 5fi L 314'SINE LAS VEGAS,NV 89169 12D 42 L 87 M / SOIIDSURFACE TOM DAVIS N 41 WOOD BLOCKING E NEWSPAPER RACK U7 III • +++��^^^��"��I��31C CABINET BY OWNER 51 / — RISER 3'OROPAPRON 0 FRONT&BOTH SIDES _ DRYG DS SPRINKLER / BUILT-IN L._. _ _ I 3 11 ] LOW PROFILE PLWRESCENT III �222 GHTSw/BUILT-IN CORCS N BOOSTER SEAT STORAGE UNDER i 106 ® 14 $ r `� M• N IS HOLDER 48 WASTE CAN UNDER &S TRASH RING 07 16 rn ATE 38'SAFETY 101 103 PEANUT BUTTER PUMP WHITE LAMIN —— INTERIOR GLASS DRINK C D M i '� 76 14 ADJUSTABLE d BB t W 114 iD7 1D7 BUILT IN DRIP TROUGH 17 39 •a, SHELVES 110 98 1 14 20 116 3W0W18GAALUM. Z5 73 1104 78 O m ————— SHARPS EDGE PROTECTOR :1r 65 RIVE•THRU e --- 14 10 O CONTAINER COVE TILE BASE n O r 1 NTRY SERVICE 75 SUNDAE PREP • OFFICE t4 14 BYFSE,UNLEZED UNLESS o L I B9 73 28 3O 14 BY FSEC,UNLESS NOTED A_ 1 14 116 MAP RM. 13 OTHERWISE ON PLANS SECTION THRU GLASS DISPLAY r 1 _ 109 112 LIJ IDA 111 77 69 99 i,l11 14 1 1 CC SES FROM COUNTEWNERMAYOPTTOM ONFI MV p �1 HIGH CHAIR STORAG IQ 1D9 n 118 U 2 SECTION thru FRONT SERVICE COUNTER Z F— 0CID PRESSURE WASHER HOOK COMMENT CARDS \. 93 116 70 16 I 33 31 64SCALE:IIA""1'a" UP8SWITCH,SEE P8E PLANS 72 Fy4 .�8- .3- .3 Of / ) Z OT'. Q. Oy Q lJ J Q97 r 311 " t () ED SEATING SUMMARY 00 96 98 u w _ SIX PERSON TABLES (2)X 6=12 Q 95 � � L FOUR PERSON TABLES(11)X4=44 91 L.1� THREE PERSON TABLES (2)X 3=8 99 Y W W ^' LL TWO PERSON TABLES (20)X 2�0 CASH REGISTER rW� O TOTAL SEATING CAPACITY 102 ORDER TAKER • ' v TOTAL TABLE TOPS 35 OPERABLE WINDOW `•/ aF� ITEM EQUIPMENT SCHEDULE ITEM EQUIPMENT SCHEDULE ITEM EQUIPMENT SCHEDULE ITEM EQUIPMENT SCHEDULE ITEM EQUIPMENT SCHEDULE 5 AU, 1 WALK IN COOLER 24 OPEN NUMBER 47 FRONT PASS-THRU STAINLESS STEEL TRIM 71 OPEN NUMBER 94 DRIVE-UP COUNTER z U L J 2 WALK IN FREEZER 25 DISHWASHER(BY CHEMICAL COMPANY) 48 CUSTOM MEAT REFRIGERATOR 72 HEATED SYRUP DISPENSERS 95 CUP DISPENSERS 1j § 3 COOLER SHELVING 25A DISHWASHER CONDENSATE HOOD(BY HVAC) Of EXHAUST HOOD(BY HVAC) 73 LIQUID TOPPING DISPENSER 90 ICE AND SODA DISPENSER(BY OWNER) f' 4 COOLER DUNNAGE RACK 26 BOOSTER HEATER 50 OPEN NUMBER 97 CARBONATOR(BY OWNER 4A MOBILE CUSTARD MIX RACKS 27 WALL SHELF 74 REFRIGERATED TOPPING TABLE ( ) FRV LUMP CERNAICTILE AIL SDES OF A GRILL AND STAND 75 CUSTARD DIPPING CABINET 98 ICED TEA 13REWEPJDISPENSERS(BY OWNER) SIB TRIM CHANNEL OPENING:CONFIRM wI FSEC 5 FREEZER SHELVING $1 FIRE SUPPRESSION SYSTEMS (BY HVAC) 52 MOBILE S/S CART 99 LID DISPENSER L12 STATION ITEM 53 78 CONE DISPENSER i NOTSHOWN 6 FREEZER DUNNAGE RACKS 29 CLEAN PAN SHELVING Sheet Contents: HEATED PASS 53 SANDWICH WRAP STATION 100 OPEN NUMBER THRU ITEM 81 7 WORKTABLE/SINK 30 EYE WASH STATION 54 ORDER BARS 77 SUNDAE TOPPING SYSTEM 101 TRAVRRASWRECVCLE CABINETS z FOODSERVICE F71 8 WALL SHELF 31 JANITOR'S SHELVING 78 DISH/CUP DISPENSERS PLAN 55 WRAP PAPER HOLDERS 79 WALL SHELVES 102 OPEN NUMBER p Y SIB SET COUNTER 9 COOKER/WARMERS 32 MOP SINK(BY PLUMBER) 58 HEATED BUN WARMER(OPTIONAL) m _4 ISOMETRIC FOR ITEM 45 CUSTOMER SIDE 10 KETCHUP DISPENSER BV OWNER 33 CHEMICAL DISPENSING SYSTEM(BY PURVEVO 80 REFRIGERATED S/S BACKCOUNTER 103 SODA DISPENSER(BY OWNER S-1 SCALE.HOSCALE ( ) 5/7 S/S REFRIGERATION CHASE COVER 104 CARBONATOR(BY OWNER) N 11 LOCKERS NOT SHOWN 34 REACH-IN FREEZER F 81 HEATED PASS-THRU UNIT > SIS WALL "� FRY STATION HEAT LAMP 82 OPEN NUMBER 105 LID DISPENSERS j PANELS s OPTIONAL WASTE OIL RECDYERI'SYSTEM(BY OWNER) 35 SPEED OVEN(FUTURE ITEM) � EXHAUST HOOD(BY HVAC) -tc 106 REACH IN CUSTARD CAKE FREEZER x D. w. By. 13 WASHER/DRYER(BY OWNER) 38 MICROWAVE OVEN FRYERS 83 OPEN NUMBER N o,...By. 18 GA.SIB COFPASTHRAT 107 CONDIMENT CUP DISPENSERS d V.YOUNG PEflIMETER OF PADS THRU 14 WALL CORNER GUARDS 37 REFRIGERATED DRAWER BASE 81 CUSTOM FISH REFRIGERATOR 84 COFFEE MAKER(BY OWNER) « WINDOW.COORDINATE 15 BAG4N-BOX SYSTEM BY OWNER 38 85 OPEN NUMBER 108 TABLES/CHAIRS/BOOTHS ae. FINISHES AT OPENING wI FSEC ( ) HOLDING CABINET WITH SIB TOP 82 S/S WALL PANELS ,Q 16 STORAGE SHELVING 39 WALL MOUNTED BREAD SHELF 63 TRIPLE CUSTARD MACHINE(BY OWNER) 109 CONDIMENT DISPENSERS SECTION THRU ITEMS 45,53,80,81 88 MENU BOARDS(BY OWNER) d FS-1 SCALE:IIA"•1•d" 17 TRASH CANS/CART BY OWNER) 40 OPEN NUMBER 87 WAFFLE CONE DISPENSER 110 NAPKIN DISPENSERS 1O ( 64 WATER FILTER �)ISOMETRIC FOR ITEM 45 KITCHEN SIDE 88 WAFFLE CONE MAKER 111 STRAW DISPENSERS 18 BUN RACKS BV OWNER) 41 REFRIGERATED WORKTABLE 65 MOBILE SIB WORKTABLE FS-1 scALe:Ro scn�E 112 CONDIMENT PANS a Sheet 19 HAND SINKS 42 89 OPEN NUMBER MOBILE WORKTABLE/OVERSHELF 88 ICE MACHINE WITH BIN y 20 DISHTABLES AND UTENSIL SINKS 43 BUN TOASTER 67 WORKTABLEISINK 90 FRONT SERVICE COUNTER 113 BEVERAGE COUNTER To 21 WALL SHELF 44 WORKTOP REFRIGERATOR 68 WALL SHELF 91 CASH REGISTERS AND SYSTEM(BY OWNER) 114 CONDIMENT COUNTER H 22 PRE-RINSE SPRAY ASSEMBLY 45 69 ASTRO BLENDERS (BY OWNER) 92 CUP DISPENSERS 116 HAND TOWEL DISPENSERS S/S WALL CAPIELECTRICAL CHASE COVER ( ) 117 TOILET PAPER DISPENSERS Z 23 PRE-RINSE SPRAY ASSEMBLY 46 MICROWAVE OVEN 70 MILKSHAKE MACHINE BY OWNER) 93 DRIVE-UP COUNTER 118 MONITOR BRACKETS BY OWNER 120 TALL TABLES AND CHAIRS 3 Of 0 N E AVENIDA DEL RIO DRIVE 00 °0.0 90.0 90.1 °0,2 90.2 90.2 °0.2 °0.2 °0.2 `0.2 °0.1. `0.1 `0.1 `0.1 `0.1 no.0 ".0 °0.0 `0.0 M '0.0 90.0 90.2 0. 4 1>.a 0.4 3 91.3 °n 2 °n °o.z `b.z °o.i °o.i °o.i .o °o.o °o.o C/) p O °o.o °0.1 °0.0 `0.0 ( U - °o.a °o. � + + + + +,a .a 1.2 °o.z °oa � O 1 1 6 ,,DSk1 LED 30C 100050K TSM MVOLT "ABC LED 30C 100050K T4M MVOLT HS °0.5 °0. 16 }� } }9 8 i7 I `0.3 °0.1 e 1 2.3 2..+2. +2. 1 9 •~ U D-Series Size 1 Ag :_ D-Series Size 1 3 3 - - LED Area Luminalre f•••,: LED Area Luminalre °0.6 °0.9 + + + + + + + + + + + I °0.3 °0.2 ' 2.0 2.4 2.5 2.5 2.4 2.3 +2.2 4'2.0 1.9 1.6 1.5 1.3 1.1 � ��", ra r + + + + + + + + + + + + °0.3 °0.2 CA IISIGIIIiBI{'llll �'E�"a �'�TYPE OP oil all IIS II1I ,A rnKR a 2.2 2.6 2.6}2.5 2.5 2.4 2.2 1.9 1.8 1.7 1.6 1.4 1.2 r^ •y Introduction `^"•°•YY Introduction I `0.7 °1.1 + + + + + + + + + `0.3 `0.2 VJ The modern styling oftheD Seres's strk ng The modern string oitheD Senes'a striking 2.3 2.8+2.7i's+2,5+2.4 2.1 1. 1. 1. 1 1.3 1.1 - ': btrusive-makin bold, yet unobtrusive-makin bold, j I�5�1,yet tiro ga progressive 9a progressive 0.7 .1 ,4+2.8+T.7S 12.42.3 +2.0}l. +1. +1. +1fq+1.3+1.1 `0.3 °0.2statement even as it blends seamleselywith hs statement even as it blends seamlessly with itsn • ILW�11 5 fications eW.nm Specifications errvnomr `0,7 °1.1oY + + + + + + + °0.3 °0.2peci ent. enc �r2+2.7+2.66 2.3 2.1 1.8 i. i. 1. 1 1.3 1.1 C~V TheD-Series distills the benefits of the latest in The D-Series distills the benefits of the latest in EPA: 1.iM EPA: mMl °0,6 + + + + + + + + + + + + + `0.3 °0.2 QQ LED technology)-,high performance,high O W LED technology into performance, "-'T.D 2.4 2.4 2.3 2.2 1.9 1.5 1.3 1.3 1.4 1.4 1.3 1.2 La°etn: m�M. 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Be,IARE srRAiexr 11-POLES O DSXI LED 3oC logo SOK T3M MVOLT °0.0 °0.0 °0.3 9.4 90.5 90.6 °0.7 °0.7 °0.6 °0.4 °0.3 °0.4 °0.5 90.6 °0.4 °0.3 °0 2 °0.1 °0.0 5= j "' SSS SQUARE STRAIGHT STEEL -ILL I.`°R"""" - mime.H9 NABC ¢Runt xuu00R:¢¢asuonMrro D-Series Size 1 3 - M" w °.x °a.o °o.o °o.z °0.3 °0.3 °0.4 °os °o.a °o.a °0.2 °0.2 °o.z °0.3 °0.3 °0.2 °o.z °01 °o.0 9.0 LED Area Luminalre MM �dmA mw M IISIiIIIN1f"i� IAII. r'°` oR �, « ;,"" xx -.n.M.Pan � .a.,o.... ..�. TC .... a Aq sw p..¢ m evApRn• ar V Introduction ass i. 1, 11.t ->J-•x•*�.. .tWL __ (6 Ul The modern styling of the D-Seriessstriking yet unobtrusive-making a bold,progressive statement even as t blends seamlessly wth its Specifications env ronment ern 12 h, Tha D-Sanesd,tgstheb,",,II ofthelatestin POLE LINE J LED technology into a high performance,high mi O W efficacy long-IBe)tint na re.The outsbnd ng' ROAD 7 V wsx sso3 photometrcparfomiance resultsnsuse with11 Z (6 widen: xcellem unHormity,greater pole spacing and W nrerext row• lower power density It is estrianeal fw and area lig - _____s H 400W metal halide in pedestrian and area lighting aw•M...sa..,w..aare,.wm^°.aaew°^^• � O ` -I-� IN apPli�renawhtyp�ene��ngaref65% SITE LIGHTING PLAN - Magic Valley a d expected servcelfe of over 10000O hou. L EXAMPLE DSXI LED 60C 100040K T3M MVOLT SPA DDBXD ,m'M'irc�uaw wwwE_ •e Ic°_..n Rm'elae.o.xum.l � O •,, Ta4.#•¢f#}^^v „1hl,t -., , ,4„aHg ° u �° ' Market Place Subdivision, Twin Falls, ID (^1 , ,y'� put W NISB IN S A DM NOox re ryp.,host NIWt' ft* maIIN BAII MM 11, Wno MM1te Ir-_',TJI ��' CLI In l In 4 no lls Irye Own no' mm xsT+>e M H yale o BlahW°.�ri- /-�' a.°"- m ne L� A was raA m me o f 1 mate oxa x� ,WE wo"A s '• wino aP¢v,rw ox n+rvenLu nA] I. 1a• °m wAs a a a wre _.teaMb Am,m __x ,.ralMorxrm.w.wu,aa,MAr.e,..r..... s......m,as^,uixun brow ui¢+ .a Aox Ismmox nM w,vew w• .wmwa..a".xw... - \ Ex mlElt w nu nmm,]Arn um.m f .rMwMr.MmMxdeR.Maw>.. aax,x.aMwAAx•.°we.>ma.rxaxaa w.x,¢,ama. ULI1i�,N wcexd SCALE:1"-30' /iare xeaom m' m uxvmAM I Z' 5r 1MNsew "i°�f E' em°Amrem, wxP.em L- iryervmedum M APA aura _- Eon Aww ¢AmMArmPw's. _-__ ns�MM sox y n MMn. aN• wew n wM u DPARnce Pero uRwm I¢1 ~ PMae MMwrw.a' .°'r-,•^,""•aw "" -- ®a N z u3i o ^ ^' Pe Mo B 5 11w.x0.eN1a W nn I'll m in wdA a ntAPx"M LUMINAIRE SCHEDULE Q 0 o} ,a a rain ww w,i nMl Ma xy[„ixm mat, "" `w° Pis nxv.w, a,aa mx..,vnMums:" A�m�,w, �J 0..x_ Me n m no in mx nM bpvnwsMa Mn a,mMEaP,rm>rx'° oxmsro kEwza ,°rew]. .m....-»°.,s.....,x - - Label Qty Catalog Number Description Lamp File Lumens LLF Watts nw tx- Duo&iHMtlammyNM'° AN AyMmaxd xdR .__-_- ooxs memw""w°rew. vu x ix umx DSXS LED 30C DSXI LED WITH(1)30 avwx �m °a?om0ptw m„6m* -! xm.,oxw- r�fao�vA o. 0pp1°,,,rM.x..w 1 100050K TSM LED LIGHT ENGINES, LED DSXS_LED_30 Absolute 0.95 105 OP Owner— of Instruments of Service 1 C_I000_SO.le computer a s pes t a e� re,aaKaa n,mm^:a M•^Q ^s"m�w�wm°^ - MVOLT NABC NPE TSM OPTIC,SOOOK, reAlf-fpo s p ens,spec c NEW 24'POLE, @ 1000TA SM_MVOLT.Ierumenfiles,field data,t,p other documents Professional o and'nal in,ir prepared Se the +•d• POLE BASED s Design main the property perty oume D EI service ar- W s *v M1 wa" a m'"'m^° ,.a,,, „„„„" ° ''"'°"`""' ABOVE GRADE Phan remain the property of the iona? 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Profess oral The Design Professional shall "9• w°epxd"' rvaw retain all common law,statutory and other ewx ss txl DSXI LED 30C DSXI LED WITH(I)30 served rights,Including the copyright xxwua �Q 6 5000 SOK T4M LED LIGHT ENGINES, LED DSX3_LED_30 Absolute 0,95 105 tnereto and they snail not be disclosed to tl4"x"" wre..x°M+awm '^ro '"'• w� •«.em•„^^w�^^°^.• *+^ ^••^+.•.^>^re•-^'°+•^^x'^.^w•^^^,^^w�'^'^^^rwo.^•'+^w C_3000_SOILT others,used,revised,or reproduced in whole "`""'""'" m„-.,•�•.� + A.,.... .,^w..^».,„..•. ,„„^ .,a„.aww•x.^aw,..„w"._...,.a_.m.,.n..... ,.,r,„_,,,,,,-,,,,,,,,.,,,^,,,,,,,,, MVOLT HIS NABC TYPE T4M OPTIC,SOOOK, p y reason without prior written 4M_MVOLT_H or in art,for an srxecrwoaxs awaovr L om av so m ow.,n NEW 24'POLE, @ SOOOmA WITH HOUSE consent of Southwest Design Associates,Inc s o.1-1 usxexs sw m wa, coovr¢sin av S.les Tenon Mounting sllpf-r• ns srREErwoax co P e,e POLE BASE 3' SIDE SHIELD xnarax '"�p°„`mn,°M,'whb ABOVE GRADE w- n.Mr^ ' '^Z°0�"°•°"B4s`m"'s• ,.wre.,om.,o,awx.mn DSXI LED 30C DSXI LED WITH(1)30 M„xx" ,saw.a> MAff«ee,.•o-a..a.,a+e,m+ OR 3 300050K T3M LED LIGHT ENGINES, LED DSXI_LED_30 Absolute 0.95 105 LICENSED c was w umm o»m wM Rim , mw wo MVOLT HS NABC TYPE T3M OPTIC,5000K, C_3000_50K_T ARCHITECT �.L/7N0/Y/A em uAaxv¢ •""°"" x>9wa NEW 24'POLE, @ 1000mA WITH HOUSE 3M_MVOLT_H AR 1484 uONT7NO '•^^°s"� - ^v'^•^.•„°°� POLE BASE 3' SIDE SHIELD SAes ABOVE GRADE STATISTICS UA•,. A LICHTY Description Symbol Avg Max Min Max/Min Avg/Min 91.,. IDAHO AREA PARKING LODE OF 0.3 fc 1.1 fc 0.0 fc N/A N/A IYUV 0 201 31 DRAWN BY CHECKED BY PARKING LOT + 1.6 fc 2.8 fc 1.0 fc 2.8:1 1.6:1 ,�,�I RFT PROJECT NUMBER 1325 gCALE DATE Noted TI I-4-1 3 DRAWING SHEET DES--1--i ENTRY HB-1 FPPWo r 10J - --- --- - -_� �..l CPO -------------------- ---------- ---------------------------- _ ,l OC <� VTR-1 U-1 107 COOLER ; FREEZER • In VTR 70 BE 24"MIN.ABOVE ROOF/ - W WOMEN ROVIDE CONTINUOUS HEAT TAPE(6) V! U SURFACE(NP) x L-1 _I -- - B 108 I ON DRAIN LINE AND INSULATE w/1" �A •�+ O RUBATEX INSULATION(IN FREEZER 0 O C) �+ 286" _ , mt� F I BALL VALVE SHUT-OFF ABOVE SUSP. --; 53 FD-3 j CEILING FOR SUPPLY TO EACH ROOM U WITH FLUSH VALVE WC-IYP.(2)ROOMS I "0 COPPER DRAIN LINE PITCH AT O O •b ------- (107108) .. i "PER Fr. .� y _ _ - — WCV-1Coll rREA„� FARE "II FAi"A" OWM CWM cwM cw _-_. I L------- -- - OIL 3 L,387SFJ 11,843SFJ L9435F �.--.. - HALL - ---- i .- ..-..-•------ ------� 19 OIL 3 •VTR-3 Flog OIL IL j 160" I j 19 19 PR P AREA 114 O 00 6"0 DROP DOWN-SEE PLUMBING PLANT - I HB-2 -• - - I _ -_ _. 00 .' .. AT PITCH 205" ON ROOF PIPING LEGEND o m ' C VTR-2 I ----- E 4"0 TO SAM,SEWER-SEE CIVIL DOMESTIC WASTE(PVC) A 00 $SJ 5539 SS SS SS 89 SS S9 FD-4 _ 19 --- SITE UTILITIES PLAN 0. FOOD WASTE(PVC) �) Q v RD-1 4"0 AT�"PITCH 1 L-------- 4"0 A ---------- < W 4"0 TO 1500 GALLON UNDERGROUND -v-v-v- VENT(PVC) (n 36" 74" ¢ U 1 26 ---__-- GREASE INTERCEPTOR-SEE CIVIL SITE -sa- STORM SEWER PIPE A l y r° ¢ I 2 1 I 25 Efil UTILITIES PLAN -w- WATER SERVICE SEE ROOF PLAN FOR SLOPES 8 EQUIPMENT W W L OIL WASTE PIPE(BLACK PIPE CY] 0 (BY OTHERS) EQ' EQ' RD-1 N Rp.g �� I Sa I--• �� _ r�� 4.+ �•,'��S �� -TT ,�a- ) v- )""'i r�FLOOR CLEAN OUT LOCATION N Cll -------------------- -- ¢ I IA^ KITCHEN FD 4 Q '( N COLD WATER MAIN(COPPER) VENT THRU ROOF PLAN - 102 Seats o^ ,12 = FOR FLUSH VALVE FIXTURE 1 I- (n 1 DRY GOODS DEMAND. � SCALE: 1/8u -— 1 -0n EFT SIDE every B' EQ EQ 1151 --------- COLD WATER SUPPLY(COPPER) O O Ill PRIMARY ROOF DRAIN: RO.2:SECONDARY ROOF DRAIN: v.n•rn 23 FS-1 1 2"0 VENT FROM GREASE INTERCEPTOR r� SEE DETAIL THIS SHEET, 14"X6"SCUPPER 2"ABOVE FLOW LANE OF O -••---- HOT WATER SUPPLY(COPPER) V 1 SEE SITE PLAN FOR W 23 _ -I"va- HOT WATER RETURN(PEX) v PRIMARY DRAIN. 0. FRONT NORTH ORIENTATION REARM) - I I I 12"CLEAR -Fw-Fw- CUNO FILTERED WATER(PEX) 1 WI THERS)ONNM�SIG FD -TP-TP- TRAP PRIMER Q �� -.n _ i 20 FS 1 1 FIRE SPRINKLER RISER LOCATION PLUMBING EQ. Roof Drains a Calculation j o- DESIGN BY OTHERS LEGEND Had,.Plplq Lu4er RpnP RINSE 1 DINING j NovENnlM THIS wau =___ ___ - FD-4 WC 2 TOILET wH WATERHLATER ' Arer Zane Area SF o -- 6"0 STORM SEWER•SEE CIVIL 101 a 22 RISE 1 Tar \ 119 RP RECIRC PUMP A 943 SF 3" 4" 1/8" SITE UTILITIES PLAN 75 - - BALL VALVE SHUT-OFF ABOVE SUSP. FD-3 FIN FILTERED WATER B 1,e435F 3^ a^ 1/e° DRINKS&CONDIMENTS S ENTRY SUNDA PREP C zo CEILING FOR SUPPLY TOFACHROOM E= C 1,387 SF 3" 4 1/8" L102 103 I e I, WAa WITH FLUSH VALVE WC-(I)ROOM 119 BT BRINE TANK p A+B 2,785 SF 3" 6^ 1/8" ----- 66 A+B+C 4,172 SF 4' 6" 1/8" S" 6" I01 O e WS SOFTENER 19 30 � -1--- : NCR �Nwl—H A—„wA— wH ILL-1— — L 2 - 8r---- — r� CALCULATION NOTES: �A F A- A-F A- A ---J ---- ____ L-------- FW-CUNO WATER FILTER 100 YR.ONE HOUR RAINFALL RATE-1.2' �A—DNA L — — — — — I 1 1 EQutPMENrwvP�uE�u"�o (� o L_J 103]04 - f ___- ' ABOVE THE WATER METER.VERIFY BASED ON:2009 IDAHO PLUMBING CODE I}, HB 1 FD 4 I FD-4 PIPING EO BEOVERHEAD PPLIERB Table 11.1&11.2 I LF'PWO DRIVE-THRU — 3 �FWA—FWA—FWA—FWA.I—,TWA—TWA— TWA—F�—TWA—TWA—TWA—TWA—TWA 1 L� (FWAI SCUPPER CALCULATION ; SERVICE r- w'a-`wa-rwe-P,J y e-F•n'e-Iw6 -Fw�Fvs-rwe-Fwe-Fwa-Fwe-rweFwe RP t SODA SYSTEM fAR80NATORS F-- FROM ROOF DRAINAGE CALCULATION 2"SCHEDULE 40 ELECTRICAL PVC UP THRU f - j Av ♦ '� F CONDIMENT COUNTER(#10/) FINISHED CEILING SEE DETAIL"FPPOW" 04 93 i OFFICE L�,A' _ UTILITY RM DRIVE-THRU COUNTER(#97) O WORST CASE=AREA"B"1849 80.W. HORIZONTAL PIPE=4"0.12.56 80.IN. �..0 g �- 117 TO THE COFFEE MAKER(#84) 14'X8'SCUPPER-84.0090.IN.OK S 4 SF-1 1115 ICED TEA MAKER(#98) � @ N ® 33 ICE MAKER CHEST(#46) USE 14'%8'SCUPPER 111 -- ..� 98 ~ 7 INLET CALCULATION FROM ROOF DRAINAGE CALCULATION HB-1 FPPWO W5 E 2"0 WATER SERVICE•SEE CIVIL WORST CASE=AREA"B"1848 SOFT. 96 MO ROOM BT HORIZONTAL PIPE=4^0=12.56 SO.IN. -- -- SITE UTILITIES PLAN U J 12.56 80.114.MULTIPLIED BY 1.5=18.9 SO.IN. 1 Q) USE JAY R.SMITH ROOF DRAIN - z U MODEL#1015Y04•R-C-AD WITH 102.5 SO.IN.FREE AREA -- T6 LLJ LEFT SIDE L ' D_ v em•nrry I v EXTERIOR GREASE INTERCEPTOR NOTES: 21 Impact Protection 1)THE TANK MUST COMPLY WITH PARTS 5 AND 6 OF ASTM STANDARD 1,1613.THE NAME OF THE TANK PLUMBING PLAN - 10 2 Seats NUMBERS INDICATE EQUIPMENT SUPPLIED SEE SITE PLAN FOR C-2,PI.O,Above-ground gas meters and piping shall be protected b a barrier in s a g O L p y n approved manner complying ../ �C MANUFACTURER,THE LIQUID HOLDING CAPACITY,AND COMPLIANCE WITH ASTM c1613 FOR TANK ,1 BY OTHERS THAT REQUIRES PLUMBING FRONT NORTH ORIENTATION REAR with IFC Section 312. LL O ,•- CONSTRUCTIONANDMUSTBEPERMANENTLYAFFIXED TO THE TANK. SCALE: 1/411 _ 11 —011 CONNECTION-NUMBERS REFER TO FOOD SERVICE FC 312.2 Posts,Guard posts shall comply with all of the following requirements. i/''�2) THE INTERCEPTOR MUST FREEZING. T A DETENTION TIME OF AT LEAST 30 DIVERT RUN-MUST BE ti RIGHT SIDE 1)Construction of steel not less than 4 inches in diameter and concrete filled. V J PROTECTED FROM FREEZING.THE LANDSCAPE MUST BE BERMED TO DIVERT RUN-OFF,THE TANK MUST en,.e- BEPROTECTED TO PREVENT LOADING THAT MAY LEAD TO STRUCTURAL COLLAPSE. r 2)Spaced not more than 4 fee[between posts on center � ../ m 3)Set mot less than 3feet deep in a concrete footing of not less than 15-Inches In diameter. L J J N 3) THE TANK MUST BE READILY ACCESSIBLE FOR INSPECTION AND MAINTENANCE. Q W 4)Set with the top of the posts not less than three feet above ground. IL_I \ > ,3 4) THE MATERIAL USED IN PIPING TO THE INLET OFTHE TANK MUST COMPLY WITH BUILDING DRAIN 5)Located not less than 3 feet from the protected object. 0 / N p 0 REQUIREMENTS.THE TANK OUTLET PIPING MAY COMPLY WITH BUILDING SEWER MATERIALS,UNLESS THE OUTLET PIPING REENTERS THE BUILDING.IN SUCH CASES,MATERIALS SMALL BE APPROVED FOR V N L 3 BUILDING DRAIN.THE INLET AND OUTLET PIPES MUST BE CONNECTED TO THE TANK WITH A STALED d) 0 FLEXIBLE JOINT TO ACCOMMODATE PIPE MOVEMENT,A CLEANOUT MUST BE PROVIDED ON THE p C) O CC� DISCHARGE LINE FROM THE INTERCEPTOR. TRAPS AND INTERCEPTORS Table 103-1016.2 5) THE TANK AND BAFFLE DESIGN MUST ALLOW FOR CONTINUOUS CIRCULATION OF AIR THROUGHOUT THE TANK.PROVIDE 2'0 VEIN INTO BUILDING-SEE PLUMBING PLANS. Table 103 6) INSPECTION PIPES LOCATED ABOVE THE BAFFLES/TEES AND A MANHOLE MUST BE PROVIDED.THE Gmvity Ore•e•Inhumptar Elring MANHOLE COVER MUST BE LOCKED IN PLACE;MARKED WITH A WARNING TO NOT ENTER WITHOUT SOLID CAST IRON COVER 16"SQ X 4"THICK PROPER EQUIPMENT;AND TO BE PROVIDED WITH A LABEL IDENTIFYING THE VESSEL AS THEEXCTERIOR DFU•(1) Interceptor Vduma(2) EQUAL TO SMITH 42505 CONCRETE PAD O,a.,sAP g a sp im Elans on Ce g SW gallons omput.,files,field data,and other GREASEINTERCEPTOR. 21(3) 75OVII..s documents and Instruments prepared by the 7) AFTER INSTALLATION,THE TANK MUST PASS A MANOMETER TEST WITH I INCH OF WATER COLUMN FOR 35 SAW gallons _ ICI_ Design Professional as Instruments of service -III-1I I- III-�-III- hall remain the property of the Desl9n 5 MINUTES,OR A VACUUM TEST WITH 21NCHE5 OF MERCURY FOR 60 MINUTES.THE GREASE 90(3) 1,250 gelbns Professional.The Design Professional shall —III—I 1- i —I —III—I INTERCEPTOR MUST BE INSPECTED AT LEAST ONCE EVERY 3 MONTHS,AND MUST Of PUMPED AND 172 1,SOO ga0ons -I j-III-I III-III-11 retain all common law,statutory and other CLEANED REGULARLY,THE RECORDS OF THE INSPECTION MUST BE KEPT FOR AT LEAST 3 YEARS. 216 2,000 gallon - reserved rights,the Including noo the copyright 307(3) 2,50DW ons CLEANOIR ACCESS ALUMINUM DOME ROOF DRAIN ethers,use they shall not be disclosed to 8) INTERCEPTORS LOCATED IN TRAFFIC AREAS SHALL BE DESIGNED TO WITHSTAND AN AASKTO-H2O-44 FITTING w/PLUG 1AY R.SMITH#1O15Y04•R-C•AD aM nrs,used,revisetl,or reproduced In whale WHEEL LOAD. 428 3AW ganoru w/ADJUSTABLE EXTENSION SLEEVE B NO-HUB pare,loran y Teas n Bnoat prior written 576 4,OW ga0om SLEEVE OUTLET [ai Southwest Design Associates,Inc. 576 SAW gallons NEENAH#R.6462-GH(P6461.220)LETTER 720 7,500 gaIt.- ROOF MEMBRANE TO STATE'GREASE INTERCEPTOR" 2112 10,000 gaUoru ?we. 2640 15AW gallore „j m••u.m.,,,,,,row .albr..a,Rw a.u.e•+vro'•yro,. WYE OR 45 BEND LICENSED c 24, 2"0 VENT 24„ L-de"urorit.iwgp wkm�.d�.,,erovxuA+WT.w,ro,newmwnrmr�w+IMA�w.xyy..nA,na ra,ee=A,s,e ulm,•,rim. v 4"MIN.RIGID INSULATION ARCHITECT _ _ __ La1,,.coma=.P'=vim'••=1„"•frtlu s.col.wrx.,,rm;.eww.,,n.Arw,w"rsrr,w,ab re.rwEl xeww.P AR 1484 0 SANITARY TEE.TOP • - s/g"ROOF SHEATHING UNCAPPED v -IL Calculation Notes: -- - - - FLOW OUT Total building load= 154 dfu NOTE:SIZE OF CLEANOUT SAME AS SIZE OF CARRIER PIPE FREE AREA=102.5 SQ.IN, g; FLOW IN $ A C Domestic waste= 85 dfu LAME .LICHTY LIpmD LEVEL(u) ry Grease Interceptor load= 69dfu EXTERIOR CLEAN-OUT STATE IDAHO Based on: ROOF DRAIN DETAIL NOV 0 5 201� . 2009 IDAHO Plumbing Code 2009 DRAWN BY cHkCKED BY es �PROJE(T NUMBER 3'COMPARED GRANULAR FILL g 1325 EXTERIOR GREASE INTERCEPTOR Noted I 1 1 u42'13 1 snn('AI I ON I TOI]In(APACTTv URA WING SHtE"f 3 r, U SCHEDULE NOTES FOOD SERVICE PLUMBING SCHEDULE ; . 1. DRAINS FROM COOLER&FREEZER COILS TO INDIRECT DRAIN IN COPPER PIPE PER ALL WATER _ LL�� 00 LOCAL CODES.GRAIN TO BE TRAPPED OUTSIDE OF THE BOX.PLUMBING CONTRACTOR TO FURNISH AND INSTALL THE DRAIN LINE HEAT TAPE FOR FREEZER LINE. WASTE {��)) I CrJ 12. MPI.UU��gg��RNCR�ry.TRaCTpR TO PppWDp�BLACK�p�ry��pE�N Wp��pS SMOWN ON DRAWING SUPPLY LINE-IN CONNECTION _// I. &ISOMflRitS.OPTIONAL 5Y5TEM,4E B REQlI1REMEA78 w/OWNER. SEE SHEET PI FOIP DOMESTIC PLUMBING ��• LOCATI OTtR REQUIREMENTS Il 15. 6'PVC CONDUIT FOR B-N-B LINES ONLY-ELBOWS SCH 40 36"RADIUS 6'B LONG SWEEP 90 DESCRIPTION it 9 tl L` —{ COOLER FREEZER C) TO 6'MIN.AFF(EACH END)-INSTALL BY PLUMBING CONTRACTOR.(VERIFY w/SODA s �'_EN _i• Q� () SUPPLIER) C l 19. MIXING VALVE BY FOOD EQUIP.COMPACTOR&INSTALLED BY PLUMBING CONTRACTOR. tgit�Aj z \ 7 0 20. FS-1 IS DESIGNATED ASA FLOOR SINK INDIRECTWAS7ECOLLECTIONINSTALLEDBYTHE 8 s CC $ i o o 4 PLUMBING CONTRACTOR&PROVIDE ANOTHER HOT SUPPLY FOR THE SANINZING SYSTEM. RE Y&CHEMICAL FEED, 23. Fx1ISDESIGNATEDA5AFL00RSINKINDIRECTWASTECOLLELTI0NIN5TALLEOBYTHE 1 7 WORKTABLE SINK 14" 1/2' 1/2" 1/2" 1/2" 2" 3" 1"____ I�l WOMEN $� O SANITIZING SYSTEM IS FURNISHED&INSTALLED BY THE CHEMICAL SUPPLIER.PLUMBING to CONTRACTOR TO INSTALL BACKFLOW PREVENTER SUPPLIED BY OTHERS.PROVIDE"TEE'FOR 1 1 COILS 1" 3" 1" 1 O O PLUMBING CONTRACTOR. 99" 30" 154" 126" 1 12.1 WASTE OIL RECOVER INLET 24 12 Z5. FS-1]SDESIGNATEDASAFLOORSINKINDIRERWASTECOLLECRONINSTALLEDBYTHE HALL 1�a PLUMBING CONTRACTOR. SUPPLY 140"HOT WATER FROM#26.DISCHA0.GE I5 74 G41/HR, 1 12.2 WASTE OIL RECOVE0.OUTLET 96' 12 2, •7 PLUMBING CONTRACTORTO INSTALL BACKFLOW PREVENTER SUPPLIED BY OTHERS.(VERIFY ALL r3 REQUIREMENTS.) 4 15 B-N-B CONDUIT 15 a' 3 26, REpUIRES 110"SOFT HOT WATER.FEC TO PROVIDE(2)-TEMP.PRESSURE GAUGES O 0 PRESSURE REDUCING VALVE&PRESSURE RELIEF VALVE FOR P.MBING CONTPAL'TdR TO 4 19 HAND SINK 20" 1/2" 1/2" 1/2" 1/2" 1 1/2' 2" 16" 19 x 2 INSTALL,PROVIDE"TEE"FOR FIXTURE SUPPLY&CHEMICAL FEEDS.) <x v ,--i 30. EYE WASH STATION SUPPLIEDB INSTALLED BY PLUMBING CONTRACTOR. 1 20 3 COMPARTMENT SINK 14" 3/4" 3/4" 3/4' 3/4" 2' 4" FS-1 2D O v 30" i`N` r c 33. BY CHEMICAL SUPPLIER.PLUMBING CONTRACTOR TO INSTALL BACKFLOW PREVENTER 1 22 PRE-RINSE ASSEMBLY 14" 3/4" 3/4" 3/4" 3/4" 19 ` PREP AREA SUPPLIED BY OTHERS.MIXING VALVE BY PLUMBING CONTRACTOR.COLD&HOT WATER — 'a 2, 0 SUPPLIES TO BE DIRECTLY ABOVE JANITOR SINK&SUPPLIED BY JANITOR SINKS PIPING. 1 23 PRE-RINSE ASSEMBLY 14" 3/4" 3/4" 3/4" 3/4" 1/2' 2" FS-1 23 114 "� M C'n PROVIDE A HOSE TYPE CONNECDON&A SHUT OFF VALVE-SEE PLUMBING ISOMETRICS. - I 66. SUPPLY FROM FILTER SYSTEM.PLUMBING CONTRACTOR TO INSTALL BACKFLOW PREVENTER 1 25 DISHWASHER 3/4" 2" 4" FS-1 25 " - SUPPUEDBYOTHERS.(VERIFY ALL REQUIREMENTS.) 1 26 BOOSTER HEATER 14" 3/4" 3/4" 26 11" 75 SUPPLY IS FOR THE DIPPERWELL FAUCET ON END OF COUNTER&INDIRECT WASTE TO ITEM rl #63(VERIFY ALL REQUIREMENTS.) 1 30 EYE WASH STATION 20" 3/4" 3/4" 3/4" 3/4" 1 1/4" 2" 16" 30 v H QO 80 PLUMBING CONBIACTORTO FURNISH&INSTALLA DRAIN SHUT-OFF HANDLE MOUNTED 1 33 1ANITOR'SCHEMICALS 60" 1/2" 1/2" 1/2" I/2" 33 19 O UNDERTHE CABINET BEHIND THE DOOR.(VERIFY ALL REQUIREMENTS.) 84. SUPPLY FROM FILTER SYSTEM,PLUMBING CONTRACTOR TO INSTALL BACKFLOW PREVENTER 1 63 CUSTARD MACHINE 1 1/2' 3" 1" 0 `v c VERIFY ALL REQUIREMENTS FOR BA `h SUPPLIED BY OTHERS.(VERIFY ALL REQUIREMENTS.) IN BOX SYSTEM AND SODA LINE RUNS Con 96, SUPPLY FROM#97 WITH'TEE'CONNEC ION BY BEVERAGE SUPPLIER.PLUMBING 1 66 ICE MACHINE 66" 3/4" 1/2" 3/4" 3" 1" 66 ¢ 26 WITH SODA SUPPLIER /I CONTRACTOR TO INSTALL BACKFLOW PREVENTER SUPPLIED BY OTHERS.(VERIFY ALL u�. x �--,, REQUIREMEM5.) 1 75 CUSTARD DIPPING 18" 1/2" 1/2" 1 1/2" 15 4 w I e +' FS-1 DRY GOODS V) 97. SUP PLY FROM FILTER SYSTEM,PLUMBING CONTRACTOR TO INSTALL BACKFLOW PREVENTER 1 80.1 SOUP WELL 1" 3" 6" 80 w SUPPLIED BY OTHERS.(VERIFY ALL REQUIREMENTS.) — KITCHEN 25 1 80.2 REFRIG.PAN 1" 3" 6" 80 I^ uJ o .ter Yy--I 98. PLUMBING CONTRACTOR TO INSTALL BACKFLOW PREVENTER SUPPLIED BY OTHERS.(VERIFY O o to ALL REQUIREMENTS) w '� I w ^ I12 1 84.1 COFFEE MAKER 14" 1/2" 1/4" 84 , 103. SUPPLY FROM TO INSTALL "TEE"CONNECTION BY BEVERAGE SUPPLIER.PLUMBING F TO Ey CONTRACTOR INSTALL BACKFLOW PREVENTER BY OTHERS.(VERIFY ALL 1 93 DRIVE-UP 14" 1/2" I/2" 1/2" 1/2" 11/2" 2" I6" O I I O 20 161" REQUIREMENTS) Gj � i i '° 6"PVC FOR SODA O 104. SUPPLY FROM FILTER SYSTEM.PLUMBINGCONTRACrORTO INSTALL BACKFLOW PREVENTER 1 96 ICE/SODA DISPENSER 3/8" 3/4" 3" 6" 96 I I U LINES IN FLOOR SUPPLIED BY OTHERS.(VERIFY ALL REQUIREMENTS.) 1 91 CA.NATOR 14" 1/2" 1/2" 97 ;p FS•1 / �1 1 98 ICE TEA BREWER 14" 1/2" 1/4" 98 DL -jil, i 23 23 / • 8" PLUMBING CONTRACTOR NOTES 1 103 ICE/SODADISPENSER 3/8" 3/a" 3" 6" 303 z / % 151 104 CARBONATOR 14" 1/2" 1/2" 304 —.� = 201/2A. HEIGHTS LISTED ON ROUGH-IN SCHEDULE ARE TO THE CENTERLINE OF THE ROUGH-IN.ALL i ^� ` FSDIMENSIONS ARE FROM ROUGH FRAMING OF WALLS AND FLOORS 20 T/1 B. AT THE HEIGXB INDICT ROUGH-INS ARE TO BE CONCEALED IN THE WALL AND STUBBED OUT C. WHERE AN OPEN SITE(HUB DRAIN IS SPECIFIED THE CONTRACTOR IS TO TERMINATE THE 2"PVC SLEEVE TO 6"AFF ON DRAIN PIPING OVER CENTER OF Tf DRAIN PER STATE AND LOCAL CODES BOTH ENDS FOR#104. 22 D. PROVIDE ALL WATER SUPPLYANDDRAINUNES DRAIN FRTINGS FLOOR DRAINS VALVES, i /" TRAPS UNIONS TAILPIECES PRESSURE REDUCING VALVES CHECj(VALVES SHOCK AGED BE RS PVCCONDUTTROR BEVERAGE AND REFRIGERATIONLINESASdEpLIKED. DINING i �� TOILET PROVIDE GREASE TRAPS OR INTERCEPTORS SIZED PER COD ETCH ARDLE LISTED VOLUMES DRINKS&CONDIMENTS AS INDICATED ON DLUMBING/MECHANICAL SCHEDULE SHEET. 1DI LOT ENTRNPPEF ry 3 U t0 [19] c E, INSTALL ALL FAUCETS,SPRAY UNITS LEVER WASTE DRAINS VACUUM BREAKERS CHECK VALVES,FLOW CONTROL VALVES TROUGH WATERINLETS WATER FILTERS STRAINERS,PRV r—r Q `� 63 e / 66 n p VALVES R/GAUGES FURNISHED%THE 9S HEC AS INDICATED IN THE MECHANICAL SCHEDULES E%POSED PIPING AND FIXNREB SHALL NOT SHOW TOOL MARKS.HORIZONTAL f PIPING SHALL BE A MINIMUM OF 6"AFF.ALL EXPOSED PIPING ABOVE 34"AFF.TO BE CHROME ^•[ V= _ _ PLATED. — ————— 2"PVC SLEEVE TO 6"AFF ON F. COORDINATE WITH BEVERAGE MACHINE PURVEYORS FOR PLUMBING REQUIREMENTS ON ________ ----- BOTH ENDS FO0.#97. / 0 DURVEYOR/SUPPLIER FURNISHED EQUIPMENT. -'- - _ / / x c LL p FOOD SERVICE EQ.CONTRACTOR(FEC)NOTES / // /164" 19 "H3Dp 359' W A. FEC TO FIELD VERIFY ALL ROUGH-IN LOCATIONS AT EARLY DATE TO ENSURE CORRECT 9" 68" PLACEMENTS AND ppUUANTITY.NOTE AM CHANGES AND SUBMR TO THE ARCHITECT AND / 12 12 a+ • CONSULTANT FOR APPROVAL. / e UTILITY RM 103 loa a 116 ^/ 97 B. FEC TO COORDINATE WITH PC ON EXISTING EQUIPMENT PLUMBING REQUIREMENTS. OFFICE 12" zo 3 ! / 93 �— Il7 LL FS PLUMBING R.I. - 102 Seats L 33 Q 2 15 f DRIVE-THR ... ... ~ 9 r tl 96 SERVICE a MOP ROOM c SCALE: 1/4' — 1 0 LEFTSIDE ry P 104 98 lie U =1 N v n 21" ^` 1.) _W SEE SITE PLAN FOR Z C) T6 FRONT NORTH ORIENTATION REAR W onus-rnr�D RIGHT SIDE O ,L U_ Q c� G Lu LU +3 > (n (V 4 ACV 0C) ° 1 o2o2 Ownership of instruments of Service All ll rep rts,p ans,sped ca s o , t files,Held data,and other es d-umenta an Instruments prepared by the Design Professional as Instruments of service Phall remain Me property of the Design rofessional.The Design Professional shall retain all common law,statutory and other resed rights,Including the copyright thereto and they shall not be disclosed to ' others,used,revisetl,or reproduced In whole or In part,for any reason without prior written sent of Southwest Design Associates,Inc. LICENSED ARCHITECT AR 1484 B JAM STA FIDAHO m NOV 0 5 20131 DRAWN BY CHECKED BY JJ I RFT PI O33 2 ECr M5R SCALE DATE le Noted 1 I-4-1 3 DRAPING SHEET `s Water Distribution Calculation Fi.-Unit Womaadon li-sar Cull- 'stead V 2"0 %'0 Bncam rh<a30P Uai[nuwlirmco& w.SP,U. PamT k Ifivhvdre T°Rd FU- mmi F.U. 1 Wpu""1 1 \ rMS9TORM "0 113 5125 76.8 46 102 W a 14.0 1 U 1 , VT0..-, PIPING LEGEND 13.adin¢Sery ce Iaterim,Di vibatiau •� Water (..� o0 m Pa M ggg''>. COLD WATER MAIN(COPPER)FOR FLUSH P'®" " ImU y"•V, HRtss'ssa sweet w Meter -14DN { I\ Q"p DOMESTIC WASTE(PVC) so-cr premrt^Awl�le^ 7 F "Avahbk^ Pi 'Available" P ^Awt"bb n L L J VALVE FIXTURE DEMAND. �p< 'p° F< q< I� V 2„O \\ 3 ^ ------ FOOD WASTE(PVC) tk«i" Tn"s F: Typ< T,, - _Pr¢.we 1pp° P.,.ma Type Prc.ru« Size � 3^O y/ \ \ ----------- COLD WATER SUPPLY(COPPER) 6s t9 46 K L 9 L 5 P°R 6 2" r'y' Q 2"� 4"0 -v v-v-v- VENT(PVC) a �V"_Ccvm1mg VeUeedhindstrlbu9m HxwRrec CAldw-cd'd Road U 2"0 14'd'0�, / I \\ unnxY _SS_ STORM SEWER PIPE - -- HOT WATER SUPPLY(COPPER) Caeg-f ------- mcrc¢ is /0 Z. 2"O \ o- 0ns6°n C6vr8<(mw^ vea4 B 4 ew a°t GT.^: IkkkI q®n 35.0 w.i r\ 3„O -W- WATER SERVICE -HWA- HOT WATER RETURN(PEX) pIIk."( r<q m;mt o.6 93haaM rt"cv� byewea Sao xio �V y 1%"y R-SEE -OIL- OIL WASTE PIPE(BLACK PIPE nv Fw •r( 3„O ^ CIVIL SITE UTILITIES PLAN >u ( ) - - - CUNO FILTERED WATER(PEX) PSbv EI Chvge wgvsr 15 ..I Cn FD-3 WCV-2 AaoIDpan F� FLOOR CLEAN OUT LOCATION TP- - - TRAP PRIMER bo. O M3 60N h / 4DN woo PER= Sohassr- 11.0 m°^N°(rnaerba°ma6rg wla) a ] 3 TP TP 2'�'!\ I W`-V_Z P9 bv: (metnbm:h°nsgeake'CO') 190 ISO rig lash-anal- N 1�"� / 6DN 4DN P9 bu¢P.IDp PSHmxac plbj STba"Ekv.Chvrgeadlmr 13 11 3 �\ pp.3 '1-1 INWNPINGrowUDE r`wd0Pw`P9MpnemmC.v.)RWme 289 28 2AS h v orB 4'0 ^J __._.. �-/ 1%0 \ 213 3„O Watec Service Size z" o°sarPwP Aaamon n " " ,'� r0 l 3"a ROOF DRAIN ISOMETRIC Flesh TaakMPximu AllP..ablaL-&(Irb,u Da )pm pia Diamet H13-2 ` // Hat Wo Supply 1/2" 3/4" 1^ 11/a^ 1112" z' 21/2" 3^ 1. 40N /� W Fiatnra Unit° 21 / 2D 1/4 1/ 22" 41 752 tV' ^ WASTE ISOMETRIC - 102 Seats ' 19 ON ROOF - 4pN 1 (yap U.k. I/r' B 1" t/4" 1/2" 2" 3" 4" F� / // USE(2)-45°ELBOWS TO CN Put UniRe 23 B 20 40 a 260 969 ]52 1M2 3/4" 1" 1I/Y" ]1/2" T 21/2" D" 4" OC / 1�2"0 08TAIN PROPER PRCH. Plem�a�R U°s�ppy t/T O NOT TO SCALE 2"0 2"0 11 O, 2 6 ,2.3 2. ,3I •V) HOLD THIS FITTING AS CLOSE 4"O I TO CEILING AS POSSIBLE Da;'/'Hera ea»:a at„AuoW.Milasd+�I Vr Vo:mr RP°D1 te<r 4 / Cola a�.r¢Sp ply 1.\ D Fiaor<u-, a a 4.5 8 26 D6 356 498 t'N2 O M � �"0 BLACK IRON PIPING m I 1� 20 BDDN4 I rn9 I GPUmu pQ lOn tc MXximm.All bk Loads per Pipe Diam<ter ^ 0 1%0-0, �2„� I O Ol�l Hm\PvterSupple 1/2" 3/4" 1" 11/4' tlir r 21/r 11 4• 0. r q GdbM Per..16 T9 6s 14 24 BB 77 119 169 298 O W 10 �'1\\ /•�\ 4"0 4"0� /� O I cadw S.,I QI /% \ 19 w I Galen P Nk 123 36 s f4 1 PS 1 se". n 2n92 1. 20 / O 3"0 rP.xnrm Units 3lsw mAllnwabk Load+ a P'eDismeter: \ \� / �-z'0 2^0 I 1 �1 I Has="aralD.°;,.a � 2 0 / `6\2"0 /// VTR•2 ` 2"0 4"0 wI I DP.U-Tor., I1/4" 1122 v 1' !" @ 2"0 FD-4 �/ I I66 6 20 60 am 3"0 \ k,0 N'c \ 1w5 `.I �I B,�Idm.S 1 S s" b" s" 1g_ 6�3 \ �./ / \ 3 J / "1vq 1l16"pith to py.( . 3„O 1 2"0 / 2�3 �� \ 4"O TO SANT,SEWER $ / / l r€T 104 `¢ \ STAINLESS STEEL DUAL CHECK VALVE BACKFIAW FD 4 g11O• SITE URLITIES PLAN w1 // / 1 1 2Me Lq w�2"0 I I 1 \ PREVENTER w/VENT.WATTSSD-3w/STRAINER&MEETING 1I4^ tin v6 (� Y J y `+ a DN ;.�4"0 1,\ ` 4„0 rr g / I IR( A.S.S.E.STD.1022.SUPPLIED&INSTALLED BY PLUMBING rC/I Lp� FD-4 l; s(3"� -Br 4"0 / l U+` CONTRACTOR.(BACKFLOW PROTECTION ONALL Plumbing Fixture Schedule O a6 Ryw 2"0 eDN 3"0 4�, /?�� 2°0 T` ED 4 ti•" �, "\ EQUIPMENT) Rauondx 2009 Uvfoan PNn°bing Cadc i "0 / ` „O l 1 1 Fixture Unit Information Distribution Waste „0 / / y\Y=' `!, Oyr`0r��•o�Il 2"0� 4"0 \�`J D-riptoa Symbol Q_'y .HOT COLD C0100 Div R1X9w` `.0` O ,-=al 2"O VENT FROM GREASE o/� Water Cb�t-FFch valve ww-1/z 4 10.0 10.0 4.0 66`t\2 6 INTERCEPTOR �1 u I /� Wo a E'er Lmatoly L-112 3 1.0 1.0 2.0 1,0 ra� �( ram` I 97 x, a e �e umaT D-1 a 10.0 10.0 a.o 4"0 , \ OUTSIDE GREASE HOLDING TANK / 12.2 ?IO c#o „ 'W Hose Db 3/4" HB-1 3 3.0 3.0 �// j\ FROM TRAP PRIMERS ON \\ INSTALLED BY CONTRACTOR PER / O 1 H eN \\F'"e o'er- O ba \ fbor orate{3")Oomestk Fo-3 7 b.0 q•O 2"0 / \ WN-2 P \ I l 1"0 `Tvq 66 ±--- ZZZ INSTRUCTIONS FROM MANUFACTURER. I il� r 3„0 / // \\ �) \\ V He\\ 4- Floor Drain(4")Food Swim Eo-4 6 0.0 .b- \ \ .\ € Nre'4\ Clothes Washer LU-1 1 4.0 4.0 5.0 3.0 30� ssF 1 us"�-r-q 3"° `0-2-° FRYER OIL WASTE PIPING ISOMETRIC ` ;�` SLH403"OLONGSWEEP -�.0 Open S eet Water So/tene HUB-2 I 3.0 L+ 90 TO 6"AFF. \"Ny Map Sink SSF-1 1 3D 3.0 4.0 3A \ / 4"0 TO 1500 GALLON UNDERGROUND �"• \ Hose Br]on Roof HB-2. 1 3.0 3.0 4.0 4A t"\ �13WO GREASE INTERCEPTOR-SEE CIVIL NOTE: \"k'e4\ 1.O Freeze/Cool CordereMon 1 1 1.0 F,•' 3"0 SITE UTILITIES PLAN SHEET ALL OVERHEAD PIPING TO BE WITHIN CONDITIONED SPACE. O 84.1 (3)•PRESSURE GAUGE-AS SHOWN \"N•4 Worktable Sit* 7 1 3.0 3.0 4,0 2.0 G Iwl Hard Sink 19 4 3.0 3.0 4.0 2.0 4"0 3"0 131 WCV-2 98 MIND FILTER-DP290 "b'e (21 FD-4 r 4 DN Rv SUPPLIED BY OTHERS&INSTALLED BY t a 3 Camp.xrt(FS-1) 2a 1 3.0 3.0 a.0 9.0 - HUB-2 IDR) FD-3 "y, PLUMBING CONTRACTOR. .0 ;? 3/4•Sprayer Conn. 22 1 3.0 3.0 4.0 3 cr. 3OR 6DFU I SHUT-OFF VALVE ABOVE 3/4'Sprayer Conn.(FS-1). 23 1 3.0 3.0 4A 3.0 tl1 L-2 SUSPENDED CEILING BOOSTER PUMP&TANK DEHwasher FS-1 25 1 3.0 2"0 1 DN r - NRNISHED L INSTALLED BY PEPSI.PLUMBING COMAACTORTO PROVIDES' p P Booster Hinter 26 I 4.0 4:0 Z 3"0 UNION TYPE FITTINGS ON EITHER SIDE OF BOOSTER PUMP SPACED 18"APART. 1L O 1113-1 \ BOOSTER PUMP TO BEEQVIPEDw/LOW PRESSURE CUT-OFF SWITCH. Eye Wash Shk 30 1 1.0 1.0 2.0 4.0 2"0 3CWS SmartCart 33 1 I'D 1.0 2.0 w 93 I I ��4"0 ^� /• -'"0 Custard ImMake-M F#tcreaRerdage amr 66 1 4.0 4.0 4.0re ' i ! FILTERED WATER IIFWII ISOMETRIC J '•\ � / DTPPQ Wdl 75 1 1.0 L0 SHUT-OFF VALVE ABOVE \:\•��rr NOTES: P y/ SoupWeO eD 1. 4.0 7 SUSPENDED CEILING 3Y„O •y/ T. THERE WILL BE NO COPPER TUBING IN THE SYSTEM DOWN LINE OF N /" Hot O IrftMakers-fikered Ba-98 2 1.0 1'& Q M THEW ATER FILTER. J, �E" TOP OF PIPE TO BE 18"ABOVE TOP OF PARAPET-PAINT � 2 PLUMBING CONTRACTOR To RUSH Au UNES OF FOREIGN MATTER I Drop,4.snk 93 1 3.0 3.0 4:0 2.0EXHAUST PIPE TO MATCH 811ILDING.IF THE EXHAUST PIPE HB-1 \ %/ � \ BEFORE FILTER CARTRIDGE INSTALLATION. ✓ Drnk Dispenser 96. 1 4.0CANNOT BE ABOVE THE PARAPET•18"BETWEEN EXHAUST DHws ' \ Carlo,-Filtered' 97 1 T.0 TA&INTAKE MUST BE MAINTAINED. 3�s � ,\r �O /'/' "O \, Drink okpetser 103. Y 4.0l \d6�.\ ," '\ . Curb,Fghood TOTALS 1 46 ZO 2.0 154 15&0 DOMESTIC WASTE BS a_ � MIN.12'ABOVE ROOF DECK AND jLNN W95 i„O 3a"0 19 IS \" O R OR SNOW DEPTH )f°0 j Ii ors \ FOOD WASTE 69 tW1 FL 70 SCHEDULE 40 PVC OR CPVC EXHAUST SSF-1 \ p 1 v +1 B 1 ` 1"0 PIPING w/OFFSETS AS REQ'D S[vviss a ,/ -MIXING VALVES SUPPLIED BY 0\,,\ � OTHERS s_ • P B 111 2„0 / Q/EOT HOT M WATTS USBLP-FIELD ADJUST UNDER FULL \, LL U t6 3 sr sL�wlrtA``I`B 0.F� `4^ lyp v.,Pa,/+° 1OWATER RETURN 30 FLOW CONDITIONS \••\ I -eta, \ tiw is sxs \ BALL VALVE SHUT-OFF(ABOVE SUSPENDED V J m ,( °Doy.°wn�a-IS'4"0 POWERS ES350BMNSOW TEMPERING MIXING VALVE \, CEILING•NP,AS SHOWN) 2"0 DOMESTIC WATER W$ a` -=�D I# /or,, MEETING ASSE 1071 MOUNTED EXPOSED ABOVE SERVICE 3 E"F, \h Vm9-/a` 3/4"0�� \'• SUSPENDED CEILING. MIXING VALVES \, f- (f F ;l T cal\ SUPPLIED BY OTHERS \,\ U-.I LU Q_ > _. '--❑ HEMICAL FEED w/ATMOSPHERIC VACUUM BREAKER AT a y�'H ry\ •' ' MIXING VALVES SUPPLIED p �.jl Aze tNs' rpm \ \, 12"ABOVE SPILL LINE-MEETING A.S.S.E,STD.1055. / d) � N U d = IF / n BI PLUMBING CONTRACTOR I cab\ SUPPLIED BY OTHERS&INSTALLED BY PLUMBING U N L P °A' 1 V'4"0 lyi"0 / I 3';0 \ CONTRACTOR. ` %'"I I 19 R,'\, o O �1 �1 1 N o WATERHEATER SPEC: xH` j'�/'/ I r( � `,, VV HB52 `� I 3Hws , \ 0 CC� u O PHOENI%PH-130-80 SEALED COMBUSTION 35,000- L i / I3CWWs \' 3CN5 y g I 13D,000 BN/HR.INPUT MODULATING A 3/i"0�'/ I \, ON ROOF 2"0 80 GALLONS STORAGE&150 GaVhr.AT 100° O /••/+B---IY2'0 3Hws L �� \A\" t i0 �I \ '• \ e^O TEMPERATURE RISE 95.4%EFFICIENCY. WH / 3OHS \ / \ \; K /'/- 22 I I \\ "0 J ` % 3'e'Ov�S4"0 \•,� ownershio of Instruments of Servke H / iaXNlis Y4"0 "+*,\ •/ \ 31M1915 /c'� / lYt"0 �' aTrpors,pan�TsOcaflons oFes- '.. / / �-j� (� j omputer files,field data,and other LEGEND: /',/ /' documents and Instruments prepared by the \ / /' D sign Professional as Instruments of service A=AUXILIARY TAP / ].Yi"0 /j" " -�9 % • " �.,/ t�'rCl,/ hall remit the property of the Design B BALL VALVE / ./ 23 \'\ /'/ 0 I ,\ 2 0 4V o, Professlonal.The"" Professional shall C=DOUBLE CHECK VALVE j' / 7XW6 s/i"0 �•� /'� /°o-IWO L_1 L-1 ��JJJ I I retain all common law,g the ry and other % ` "r`f1 WO �' 1 Hws 1Y4"0 Y' served rights,the Including the copyright D PLUG COCK SHOCK / niws / / 1 "+'"� \ i Oxwsi'S 1 C85 thereto ana then Shall not be disclosed to .� / others,used,revised,or reproduced In whole E LIFT CHECK VALVE a O ,J \ \, WCV-2 U-1 F=LINETEMPERATURE CONTROL ARRESTORS "\ \QJ\\ TNWs rw-'rAl / •\ \ DXWS OHwS in part,for any reason without prior written G=CANE TEMPERATURE / 3'4 0 \ \ 1 /M/c 1)4"0 •\ ID INS 1D LWs t of Southwest Design Associates,Inc. H=CONDENSATE DRAIN '/ I \, I \• C1"0 / \, J-EXPANSION TANK N•, �SHUT•OFF VALVE ABOVE SUSPENDED CEILING I \ O'`K=DRAIN "Bills: , 4 5cx'"/USPENDED CEILING VE L-TEMP.&PRESSURE RELIEF I L- r Z( 19 \�//�' WCV-1 L \ VALVE LU-1 c'r-1 '0 4Hws VVV"' 30S \�20 10CWs �1 LICENSED M-MIXING VALVE A Hws 0 Lw5 3 cRs A RC H I T S CT 4 CW5 I WCV-2 A� AR 1484 N=LOCKABLE BALL VALVE I \\\ o Hw5 P=PRESSURE GAUGE L_2 O, 0 MIXING VALVES SUPPLIED BY ID CWs T=THERMOSTAT 1Mys We -2 11 C OTHERS V=VACUUM RELIEF VALVE ICWS YYY HB-1 tCliffs o cen ` iC1iv's RISER FOR A WATER ONLY SPRINKLER SYSTEM. G �I� M#26 SUPPLY CONNECTIO SANT Nov SPRINKLER CONTRACTOR TO PROVIDE DOUBLE 51-*$4 CHEMICAL FEED CONNECTION FOR ITEM# n' n CHECK DETECTOR BACKFLOW PROTECTION W/ r9 \ v 5 Zu1�� •. INSTALLATION BY PLUMBER.SPRINKLER SYSTEM / \ n' DRAwI BY cxecKEO By COORDINATE SIAMESE HOSE CONNECTION DESIGNED BY OTHERS IN SEPARATE ACATION - 6 �0 ,J,f RFT WITH FIRE DEPT.-MAINTAIN V-0"CLEAR TO ALL VI OBSTRUCTIONS. WATER ISOMETRIC 102 Seats ITEM#26 LEGEND: PROJECT NUMBER r ,/ I PRESSURE GAUGE 1 2. PRESSURE REDUCING VALVE 1325 NOT TO SCALE 2 3. TEMP.&PRESSURE RELIEF VALVE w/OVERFLOW PIPING. SCALE DATE i 4. SHOCK ARRESTOR AT 12,ABOVE SPILL LINE. N CALE I-4-13 5. "Y"STRAINER. #26 6. SOLENOID VALVE. DRAWING SHEET 7. ATMOSPHERIC VACUUM BREAKER FOR DISHWASHER ITEM#25, Pi 8. CHEMICAL FEED ATMOSPHERIC VACUUM BREAKER AT 12'ABOVE SPILL LINE- P EQUI.E.aY Pw USPOl-uONTR CTloaeromERS WATTS 288ASC-Z6 MEETING A.S.S.E.SID.1001. 3 I I HVAC LEGEND U --- 1CD-1350 CFM ---- '^ v "'' - '� CDC-DIFFUSER C.F.M.DESIGNATION 00 ,... 200�FM--DIFFUSER C.F.M. 00 { ENTRY - GD CDCFOM 15 CFM CD-10 - C O-1D {{---�� 106 _ CD-15 --� CEILING DIFFUSER-4 WAY CF 15C CFM L l 150 CFM 1 EG-2 O 150 150 -_ 1 m TG-1 150 CFM CD-ADJUSTABLE �✓ U ,° OCFM 1 OC REFRIGERANT CEILING DIFFUSER-4 WAY - 6X6 COOLER 71b5.=R-404A ` R IIIIIIII I�, FREEZER 91bs.=R-404A CD U - COOLER FREEZER � CD-1 m 696 --- ;'%; CEILING DIFFUSER J J 150 CFM eo ,�Illllll.11ltlllllllllll�ll �II I� ro 200 16a0 I'D O N m O N -) RG-20 ® CEILING DIFFUSER-3WAY CD-10 _ _ F. _,_,__ .-," 984 CFM __ RG-SUSP.CEILING y _.'. 1- _ CD-1 -__-- _.__. CD-15 PRv4 RG'20 RETURN DIFFUSER ,3 m T30 CFM SO CF HA 1B"0 8^0 108 150 CFM 300 FM 9RG-20 r 84 CFM CD �I ^ - 10 CEILING DIFFUSER-2 WAY N r O m cJ 14.0 O 00 12'0 m 1 d o I d'o 16'o E OTE SE OR RTU- 1 EXHAUST GRILLE M CD-17 A 56"AFF 150 CFM o R 10 I CD 10 __- ... 1o. __ ;.;`a 200CFM 4O 1� - WD-WALL ORBUIKHEAD x et N s 1 38 CIF _ .; E �T - O M m l 1so F RG 1 3s D-10 12x12 (;1 SUPPLY GRILLE•LINEAR ✓4 6"0 5C0 - .-.. - .-_. 12'0 RG-WALL OR BULKHEAD 00 n 103 CFM 1 I Lv � 1 4 RETURN DIFFUSER O PRV-3 PRV- __ 1 .! - ---- - 4-6 0 1 i i rt VOLUME CONTROL DAMPER -_- RG 10 I - r- - CD-24 -- 1 \ 103E CFM oc 375 CFM , PRV 0) 12" _ -I 12xT2 r•' I 4,0, 12'0 1 12'0 60 DCFM ® POWER ROOF VENT O 103E FM ••••: •,'SD ,J - o 0D-10 - _ �'M FLEXIBLE AIR CONNECTOR r--I 50 CIF 12x12 ; _1 z_i z 3 CFM w 400 FM 0 500 FM m _ 119tlF RIGID METAL Ducr .�-- N 101 I r- 12 1 OILET CD -25 SO CF ..:' 4 0 KITCHEN - _I--� .. 1 I h-i 8' SD RTU SMOKE DETECTOR- (~ I I •••. _ N 6 I -F__ , REMOTE ALARM FSy C 1 112 zm C I I 15 CF a CD 10 CD 25 la"a. p� D-10 ~ I - � -tv --• - i � ;, �� ELECTRIC CEILING HEATER 150 CFM 400 CFM ----- ------ - __ _ I I 12"0 4''6" 100 /1 RIGCENTER I8'6" HEAD LE TO -, II�11 0 10'0 12"0 12"0 1 a O O RIG Be'•6^ ocENTE LATIONCALCULATI N 20 I-�-1 m oVENTILATION REQUIRED 8 a 8'�T 12x12 A.F.F _ �' RG 2U RG 2' RESTROOMS f $ 984 CFM 984 CF11 O 10 •3 ..... "{'� I t :I EDW Room fixtures cfmper Total cfm R -1D D-1D m�� .1.! fixture 1038 CFM PRV-2. CD RT :37. CD 21 Meng 2 75 150 l - ..:; ... a-6" '250 CFM 00 CFM _ 6"D SD 100^-- -. Worriers 2 75 150 M Employee 1 75 75 300 CFM 1038 CFM 150 CFM 1J R 0 IDS DINING ROOM CD 18 CD 10 1 18"0 1 14 0 R 20 Sq.R. spec per persons Am per Total cfm ^ ^ 2,,.SDCFM - _, R -20 - 14' 11 -J person Persono.ns person --- <til 1,477 14 106 20 2110 Q _ INKS ENTS - ~ 600 CFOM L CKABLE ERMOST T ORDERING®CONDIMENTS - D lO GD _-_ 102 m ENTRY SUND E PREF v 984 CFM F REC B CD 4 sq.ft per no. im per 1 F CF 75 Sq'R' person Persons Total cfm m pe son 103 11 12"0 1'p 090 14 38 20 766 N y n _ KITCHEN U- O 4'0 W Sq.R. sq.R.per no. rfm per Total Cm S CD 20 _ 1 person no person - 24x18 10"0 - CD-1 i iy gas 50 19 is 280 600 CFM 600 CFM 200 CFM(. ` 3530 Q ALL SUPPLY DUCTWORK TO BE LOCATED IN TRUSS SPACE LEFT SIDE o D e° VENTILATION PROVIDED L/ Q omal"."cry HVAC PLAN - 102 Seats 500CFM ® CF DRYER VENT D-11Room c6n To aldm Q @ 1: 75 CF OFFf E CD-2 9 SHEET M2 Mop Room SEE SITE PLAN FOR D VE-THRU F'r .� 600 CFM Restrooms 375 (� SCALE: 1/4" = 1�-O" FRONT NORTH ORIEN ATION REAR SE VICE FyeTHood lsoD n _ Griddle Hood 1500 . RECOMMENDED HVAC SET POINTS: 104 EDW SLOPE HORIZ.SECTIONS TO DRAIN TO VENT Dishwashing 350 _ U J 1.DINING:HEATING 70°,COOLING 72° enve-r^^+D RIGHT SIDE REMOTE SENSOR FOR RTU-2 w/BACKDRAFT DAMPER.(TYP) 7 U U -5 INS 2,KITCHEN:HEATING fib°,COOLING 74° 3E00 G LL.1 (L Additional Exhaust Required•NO � N HeatL,Gss Calculation sq..Foota ]AIDE1 I I Vent. 3530 Vent. 3800 � U-Values Infiltration Required Provided CPL6tin R. T-1 ROOF CONSTRUCTION Prison Marcgnd: sn]d O to Fbm Wad Cad g Pmmea Wadow Door Ac ChuC-kgs Praadng Si.: 3.5 _________________ °O° ASSEMBLY pmauy SPU-i 24 Provided m to have......a pressure 3800 0.020 -be_ OA42 0.094 0.650 0.B00 0.130 8705 4 P T Or ABOVE Grade Frd Per 14.58 L _. _.". _.__. -J _ 1900 _^/ ^�P °6a &-v.N. Introduce dim into RTU-1 B RTU-2 � � a "d. 72 W.du-V.hle Cp.nna. C.dry Prime AnAcxrLF%Iaeu.CDLn'7 `11RG Ducr. LLJ m @ U N Lbt JComlrocHm Cavgosems $RFL DaAw BAxos.DURruF0a5xEn xnu Ckr.:de to a9ss (R-, tat DIFFUSER/GRILLE SCHEDULE 6Ga,'s"RExDTAL�nAN L > 4 {"IR4mI R1 aa.ta.tlolE 2L2 DonsL 1B� LBADYR-.E`";p a c �wadn..rAbry sgpt. Pacmtage u-vala,°a ^vot:-vr» rodu.Jl.aJRvd.s 2s.2 QNTY Mark Manuf. Model Type Mounting Diffuser Neck CFM Zone NOTES sowoRTnT o a � Sloss 1537 43.0A 0055 r..d,e Aaueroaraedmv. Rm.r R 0 CONlcheck SoHware Version 3.9.2 15 CD 10 CARNES SRB24 SUPPLY GRID 4WAY B^ 150 RN 1 DABS .Nad uvdw.IRmngo 24.20 0.047 Z S' 2039 570% 0055 IW]kla D,(-4Isal•RUwIa jnn%Xxl Envelope Compliance Certificate 1 Do 11 CARNES SHB24 SUPPLY GRID ,WAY II' 500 RTUI -- '''S O O ec� A,o 3 Lo.IN."f rod Raal.s u-V'd.°wn aRam gem u°^^°° vm aril/� 1 co-u CARNEs sFTa24 suaPLr GRID 4wnr 1D^ 2Do RTu1 Openings Thermal tuck TyPr. siairg - W,°dw. 50.83 600 305.00 113.67 132A0.95 Sq,mre F-Re 2039 Envelope PASSES: Design - -RIU-, a R sWAAF TD Pedormance Donn 23.86 7.00 IGTOO 61.71 E820.41 20091ECD 1 cD-13 G0.NE5 SNSA SUPPLY DRYWALL 3-WAY 8• 150 RRN LTA%Fa off 1 RDuxD+s•mnxG WALL CONSTRUCTION FnrdrgMem"d: stDa 2%better than code. PIGWI.SA,DDGELBOW Total Thermal Performance Fnrtung Ssa 1.5 1 C0-14 CARNES $Fie24 SUPPLY DRYWALL 4-war -B" _75 RTU4 ASSEMBLY S.cuon t Protect Intormauon wsPFxoroawxD Ownership of Instruments of Service Wad \Yell Ccdng D9°r Wmdow Fnn¢og Speang. 16 2 Ctrl3 CARNES SKBA SUPPLY DRYWALL 4-WAY 0" 150 RTU[ I cE uxG DnwaR repor 1AH�iCatlon o win UBF db W.UArn C.*Arm Per9q.FL "aa°."mn - , Pmmau HIV/HR BTLT/FIR B1U/IIR BTL/FBL Frm„ne Farce Fr% 9.38 ,q �� 450 RTU-1 computer files,reitl data,an're" hr Fr...x a,l.m 2 cods -tuxes sFreza--SUPPLY GRID 4-war 12 BRANCH DUCT TAKEOFF DETAIL tlo<uments and'nsvDmentsd b the 13.00 320A0 3,688.00 4,1MUO0 12,486.79 10,688.60 B,a20.41 13,28095 5.43 _ R-Vdrc Cpmxucxm Ga.. AR.m. DaNpmrlCanOadar "-- -- ppare y Cnn,io��as Casity ices Lma2a].Pau�,Pw one R"ae e^i.ui�^Ro.e.uc 1 CD 17 CARNES SKSA SUPPLY CEILING 2-WAY B" 150 m.-1 4 Design Professional as Instruments of service Total Room Heat Loss 52,296 L.t of Comfrocrl°° ovgo°e°n LN of (Rj M avant Mann w.m awxxR ds.,.D. s n^A D tB GRNES SNSA SUPPLY DRYWALL WAY D" 00 RN-1 4 uMeDARUTrEDalwa shall remain[he property of the Design Twm r.ia to M�x.o,.uo wi mr"Ren maw+n.a.sa.l Professional.The Design Professional shall Forced Air Heating Calculation Chart 49,)r9 ld.Air RRn -._. 0.17 1 C.20 GRNES SFTE24 SUPPLY GRID 4WAY 12" 600 RTU-2 retain all common law,statutory and other 8 112'F3darl4FR SherN SSd OLD ar uxFa thereto anreserved d they sha�nottbe tllshe �losetltto i ` ° et 18"GC 2 CD-21 CARNES 5FTB24 SUPPLY GRID 4WAY 12" 500 0.N-2 s,used rev sad,cot r raproducetl n w ola E p1 a �G �ar :o! g �IS ------ - - Sidon 2:General Information - - hnepart,for any reason vu[hour pr or written Nlrtale H E u r LL v f E Z G _ c� a 2; 'O R1 HlruJdbp�. _ - ..ie.no 1 CD 22 CARNES SFi024 SUPPLY GRID 4WAY ]0' &EN RTU-1 s [of Sou[hwesl Design Assoc ales,Inc s.n of y a '^m `c m . br wad 9MaM 0.56 axw*P revm^Iro,...i.,ano. ]1 €t a.0 3 Sin E� 8m 87 71 Lr _ 9, s6 - 1 CD-z3 CARNEs SPRB22 SUPPLY GRID 4war 13' 200 RTU2 5 AIE u 472.00 I73.38 2 t0 69 1,127 ♦ Aa Rm 060 n wnA P WI ^"^' 6 7ad Baadj.dJRVal.a 2.Od RW 8.77 ^�.• a:n a roe t IDD 4 GRNES SPRBZZ SUPPLY GRID 4-WAv 14" 375 RTU-2 5 41pAtb,,: -IR,eml ly CD-25 CARNES SPRB22 SUPPLY GRID 4WAY 14^ 400 RTU 2 5 An.wrsv.m ram An4 x+.s GPALtxG Poe rAFFFxF.s AnWLl` IL, Nart FpOFD011 rnMra Atlurmml onnv ee,rounxan^amo +tt, 2 aFAFMO%IMArt ->](Toal WaluegRwnO�- 1R.29 OA65 I CD-26 GRNES 5PRB22 SUPPLY GRID 4-WAY Ir 250 RTUa 5 M fl LICENSED 11U.4.ItiFns/uoN•NVUIr IFN]mll T,,,,I u.,l�.� l�t'dae Sectlon3 Requirements Checkllat - x". uxFU lxrtuo.w ® ARCHITECT Ty( St- 1 C0 22 CARNES SPRB22 SUPPLY GRID 4WAY 12" 275 RTU 2 5 nx] W p AR 1484 sq..Footage 1537 Climal.-sp-e.R.quir-la: I CD-21 CARNES SKSA SUPPLY DRYWALL 3WAY U" 600 RTU-2 a rpl ,La• ] ar1 Aa MVI rm'"Imi 2 EG2 GRNES RTUH E%HAUSi DRYWALL B"%8" 6'%6" I50 R1U-1 2 WALL CONSTRUCTION FramngP.Iaand stDd c". ,,.^ ° r, P,.,a Rr.o, uL,AaWExsFFp .p Fnnung Sra: 1.5 A R +va _.. ...____ - acwnow*x ASSEMBLY Framing Pacing, sn rvaam�o«x iin - x+x Duo _-Woos- B RGtO CARNES RAPED RETURN GRID 24"%24" 12"%12' 103E RN-t , u:a• Wxaslw Fnw S 16 W, C4TmA Frd Psr 9.38 aw Mrs vn 'B-0 D,ew a. 6 RG20 CARNES RAPED RETURN-. GRID. 24"%24' 14" 984 RN-2 owdaarFm aaa ls-Vame .ate G° s DaD Ga wo 2D uxxEs RDB suwLrR DRYWALL Bx1i2 16%ID 6Da RTu.2 -_ e- DUCT LINERIN$TALLATIONDETAIL JAMES LICHTY CwHwan C.dry Fra. USE ONLY ON VERTICAL DROP FROM RN TO WITHIN 9'-10"A.FF. STATE IDAHO WALL I (Ar) R141 fW _ DUCT LINER WILL NOT BE PERMITTED ON ANY NORIZ.al List of(osstructlos CovgmeJ. %B t2%6" 350 RTU�1 6 NOV 0 5 ZO 1 31 a Ra°G x"m M 4x a G m 112 E#x or Ryv4.wd SheaW OEM -__-___ DRAWN BY CHE('KFD BY 2n0 Stud a 16 Gc. 0.48 DIFFUSER NOTES: II R-19 Batt lnuJdbn. latq 1. LIA2 NOMINAL PANEL SIZE. ill RPT Iiii AN Rim SOB 2. PROVIDE w/ADJUSTABLE OPPOSED BLADE DAMPER. PROJECT NUMBER g Sir lntarb was sins in-.- _ a60 3. CENTERABOVE DOOR OCENFERED BETWEEN SUSPENDED QNNG a DOOR FRAME. I 2 K cad U-b-al 11-V.1- 204 law SUN 4. FLAT LACK FINISH. J 25 E. PROVIDE DUCT INCREASER AT DIFFUSER. I�1 y RadRbav,ai.4kW�lAo Rent 6, PROVIDE TRANsmON FOR RECTANGLE NECK TO ROUND DUCT. Noted I I SCALE DAIS +UTPN-uue.(R-Oo 13.95 0.053 II1/Pq.f4lns/Exil-IIURIx IFn./bNI iad Rvalu U-Vdu DRAWING SHEET' 3 GENERAL NOTES MECHANICAL EQUIPMENT SPECIFICATIONS R E IVED RTU-1 LENNOX LGH-1 1 COMBINATION GAS w HIGH TWO-STAGE•STAGE HEATING •VTR-1 I. DEVIATIONS FROM THE THE PLANS ARE THE WRITTEN OF THE MVAC CONTRACTOR&WILL NOT RESULT IN 80 0 / G 0 I G&ELECTRIC COOLING ROOFTOP UNIT w/STAINLESS STEEL HEAT EXCHANGER,LOW HEAT 249,800 BTUMR&HIGH HEAT 384,000 BTUMR INPUT HEATING CAPACITY,80.0%EFF.180,000 NET 1 ] ® �] U 00 DE 2 2R13 ADDITIONAL COSTS TO THE OWNER UNLESS WRITTEN CHANGE ORDERS ARE APPROVED BY THE OWNER. COOUNG CAPACITY,12.0 EER.208/230 VOLT,3 PHASE,80.0 AMPS.BLOWER MOTOR SET FOR NOMINAL 6,225 CFM&FRESH AIR INTAKE DAMPER SET FOR MINIMUM 1900 CFM.[FROVYCE FULC ECONOMIZER WITH BAROMETRY(RELIEF DARFERtiR00F CURB,TWO STAGE FRESH AIR INTAK I ,� 2. ALL WORK TO BE PERFORMED TO STATE CODE&SMACNA GUIDELINES. CONTROL,DUCT DISCHARGE CONTROL,IN-DUCT SMOKE DETECTOR WIRED TO ONE SYSTEM SENSOR RTS2-AOS&INTERCONNECT TO RTU-2,BELT TENSIONER WITH SPARE BELT,MERV 4 FILTERS,LOOSEHIP SPED CONDENSATERAP`DR FLOAT SWITCIi TAM PAN .HONEYWELL OR PRV•1® 00 clTv o IN FALLS 3. INSTALL UNITS ACCORDING TO MANUFACTURERS GUIDEUNES. EQUAL T7350 NIGHT SET BACK THERMOSTAT,NEMA 3R 100 AMP/3 PHASE 250 VOLT N.F.DISCONNECT SWITCH,&GFI SERVICE OUTLET. M BUIL IN DEPT. PRV-4 ^ l(T 4. PROVIDE OWNER W/OPERATION&MAINTENANCE MANUALS&SYSTEM SCHEMATICS. RTU-2 LENNOX LGH-21DI COMBINATION GAS W/HIGH TWO-STAGE HEATING&ELECTRIC COOLING ROOFTOP UNIT w/STAINLESS STEEL HEAT EXCHANGER,LOW HEAT 249,600 BTUIHR&HIGH HEAT 384,000 BTUMR INPUT HEATING CAPACITYL80_0%EFF.210,000 NET "I, I PRV-3A 5, CONTRACTOR TO CONFIRM VOLTAGES&PHASES OF EQUIPMENT PRIOR TO INSTALLATION, COOLING CAPACITY,12.0 EER.208/230 VOLT,3 PHASE,100.0 AMPS.BLOWER MOTOR SET FOR NOMINAL 5,900 CFM&FRESH AIR INTAKE DAMPER SET FOR MINIMUM 1900 CFM.�FROVIDE Fl1LL ECORO_RQER_W[TH BAROMETRIC RELIEF DAMPER PROOF CURB,TWO STAGE`� I CIA CONTROL,DUCT DISCHARGE CONTROL,INDUCT SMOKE DETECTOR WIRED TO ONE SYSTEM SENSOR RT52•A05&INTERCONNECT TO RTU•1,BELT TENSIONER WITH SPARE BELT,MERV 4 FILTERS,LOOSE SHIPPED CONDENSATE TRAPS DRAIN PAN FLOAT SWITCH'HONEYWELL OR hs ' ' ` , I �/ t/J O 6. VERIFY ALL EXISTING CONDITIONS PRIOR TO INSTALLATION(DRAWINGS ARE DIAGRAMMATIC IN NATURE&DO EQUAL T7350 NIGHT SET BACK THERMOSTAT,NEMA 3R 100 AMP/3 PHASE 250 VOLT N.F.DISCONNECT SWITCH,&GFI SERVICE OUTLET. XX I �2 O C) NOT REFLECT EXACT LOCATIONS OF EQUIPMENT OR OTHER APPARATUSES.) •`. PRV-1 ACCUREX MODEL XRED-090-D CONDENSATE DOWNBLAST EXHAUST FAN w 1 I U 7. PROVIDE SHOD DRAWINGS TO THE ARCHITECT/DESIGNER FOR EQUIPMENT,FANS,REGISTERS,ETC.PRIOR TO /ROOF CURB&BACKDRAFT DAMPER.376 CFM AT.S'SP,1/8 HP,115 VOLTS,SINGLE PHASE.FAN TO RUN CONTINUOUSLY DURING OCCUPIED MODE.WIRE TO OPERATE FAN WITH MEN'S PROCUREMENT. RESTROOM(#101)LIGHT SWITCH.NO SUBSTITUTIONS, \ � \\ PRV•2 y B. PROVIDE OWNER w/COLOR CHOICES FOR SWITCHES&OTHER APPARATUSES WHERE APPLICABLE, PRV-2 ACCUREX MODEL XRUB-161XP-15 KITCHEN HOOD UPBLAST EXHAUST FAN W/CLEAN-CUT PORT,MOUNTED HINGE BASE,&AUTO-BELT TENSIONER,SPARE BELT,&ROOF CURB W/VENTED CURB EXTENSION. 1500 CFM AT 2.33r SP,1.5 HP,208 VOLTS,THREE PHASE.FAN Xas ) 1 \ i 1�.ITg.2 �•/ 3 .2 ITEM#49 TO RUN CONTINUOUSLY DURING OCCUPIED MODE. NSUBSTITUTIONS. I 9. VENT WATER HEATER(S)AS REQUIRED. 0 t � 10, VENT DRYER TKRU SIDEWALL TO EXTERIOR AS REQUIRED.MAINTAIN CLEARANCE FROM INTAKES AS NOTED. PFI ACCUREX MODEL XRUB-141-7 KITCHEN HOOD UPBLAST EXHAUST FAN w/CLEAN-OUT PORT,MOUNTED HINGE BASE,&AUTO-BELT TENSIONER,SPARE BELT,&ROOF CURB w/VENTED CURB EXTENSION.KITCHEN HOOD UPSLAST EXHAUST FAN w/ROOF CURB AND VENTED ; (REM#59) CURB EXTENSION. 1600 CFM AT 1.0'SP,,76 HP,208 VOLTS,THREE PHASE.FAN TO RUN CONTINUOUSLY DURING OCCUPIED MODE.NO SUBSTITUTIONS. 'r VENTING OF ANY COMBUSTIBLE BY-PRODUCTS IS 11. HANG&SUPPORT MATERIALS SHALL BE INSTALLED THE LATEST EDITION OF THE ASHREA HANDBOOK OF t f FUNDAMENTALS. PRV-4 AOCUREX MODEL XRED-090-D CONDENSATE DOWNBLAST EXHAUST FAN W/ROOF CURB AND BACKDRAFT DAMPER.350 CFM AT.V SP,1/8 HP,115 VOLTS,SINGLE PHASE.FAN TO RUN W/STARTING OF DISHWASHER&FOR ONE MINUTE AFTER THE CYCLE IS COMPLETE. P NOT ALLOWED WITHIN THIS AREA(IOft. 12, MAINTAIN AT LEAST 10 FEET CLEARANCE FROM INTAKES OR WINDOWS ON ALL EXHAUST VENTS. (REM 025) NO SUBSTITUTIONS. f INTAKE/EXHAUST TOR WATER }+ 13, TEST ADJUST,&CALIBRATE CONTROL SYSTEMS AS REQUIRED.PROVIDE SCHEMATICS/DESCRIPTION TO THE .r HEATER-SEE P3 FOR DETAILS OWNER PRIOR TO INSTALLATION. W EXHAUST FAN-----XMDDEL---BSO- ---------EIUNG EXHAUST FAN,SPEED CONTROL&MODEL-- HOODED WALL CAP&B------ PAINT WALL CAP TO-MATCH EXTERIOR FINISH.7S CFM----"- 115--VOLT,SINGLE PHASE.WIRE TO OPERATE FAN WITH --SWITCH 7.------ -SUBSIITl1T10N5.--_____ 14, INSTALLER RESPONSIBLE FOR FINAL TEST&BALANCING DURING TRAINING WEEK.PROVIDE WRITTEN REPORT; DRYER---DRYER VENT:4_0 26 GAMETAL WITH SMOOTH INTERIOR FINISH, NO PROTRUDING FASTENERS AND SLOPED TO THE EXTERIOR_SUPPORT DUCTWORK AT 48"INTERVALS.PROVIDE GREENHECK WC-4 HOODED WALL CAP AND DAMPER. WALL CAP TO MATCH EXTERIOR FINISH,Y �•y BY THIRD PARTY INDEPENDENT TAB CONTRACTOR. , 6------ - - - - - - - - - - - AIR INTAKE PLAN - 102 Seats C 00 15. HVAC CONTRACTOR TO INSTALL#2 GAS W/14"WATER COLUMN MAX.PER STATE CODE&AGA GUIDELINES' #49A GRIDDLE EXHAUST HOOD-ACCUREX MODEL XGEP-FB-5.335 64"X 26"X 36"HIGH LOW PROXIMITY w/FLUE BY-PASS. 1500 CFM AT 2.33r SP,12K12 DUCT COLLAR.LOW PROXIMITY w/FLUE BYPASS.INCLUDES THE 3"INTEGRAL AIRSPACE ON BACK OF HOOD& ii •"~ M M (LABEL AS REQUIRED.) ADDITIONAL 3"REAR FIVER PANEL.STAINLESS STEEL WHERE EXPOSED,w/GREASE GRABBER TWO-STAGE FILTRATION SYSTEM.26"HIGH ENCLOSURE PANELS,FRONT,LEFT&RIGHT SIDES,GREASE TROUGH SHALL BE PITCHED TO THE LEFT END OF THE HOOD.APPROVALS SCALE: 1/16 = 1 -0" C/: et 00 16. CONTRACTOR TO VERIFY GAS METER CAPACITY w/LOCAL GAS SUPPLIER. Al SHALL INCLUDE U.L.LISTING&NS.F.SEAL.THE VENTILATOR SHALL CONFORM TO THE REQUIREMENTS OF NFPA-96&TO ALL PREVAILING LOCAL CODE REQUIREMENTS.NO SUBSTITUTIONS. It 17. VERIFY W/OWNER EXACT HEATER LOCATION TO AVOID BUILDING FUNCTION INTERFERENCE. #59A FRYER EXHAUST HOOD•ACCUREX MODEL XXEP-FB-6.91-5 83"X 26"X 36"HIGH LOW PROXIMITY W/FLUE BY-PASS.1500 CFM AT 1.0-8P,12KI2 DUCT COLLAR. LOW PROXIMITY w/FLUE BYPASS.INCLUDES THE 3"INTEGRAL AIR SPACE ON BACK OF HOOD& O M ADDITIONAL 3'REAR FILLER PANEL.STAINLESS STEEL WHERE EXPOSED,w/HIGH EFFICIENCY GREASE FILTERS.26"HIGH ENCLOSURE PANELS,FRONT,LEFT AND RIGHT SIDES.GREASE TROUGH SHALL BE PITCHED TO THE RIGHT END OF THE HOOD.APPROVALS SHALL � C IB. NIGHT SETBACK THERMOSTAT TO BE INSTALLED ON ALL HVAC EQUIPMENT. , INCLUDE U.L.LISTING&N.S.F.SEAL.THE VENTILATOR SHALL CONFORM TO THE REQUIREMENTS OF NFPA-96&TO ALL PREVAILING LOCAL CODE REQUIREMENTS.NO SUBSTITUTIONS. 19. EXHAUST FANS&FURNACE FANS TO RUN CONTINUOUSLY DURING OCCUPIED MODE. �-- �� O NO 20. REPLACE ALL AIR FILTERS PRIOR TO TURNING SYSTEM OPERATIONS OVER TO OWNER. #25A DISHWASHER CONDENSATE HOOD-ACCUREX MODEL XD•3 CONDENSATE H000 w/BAFFLE 42"X 42"X 24"HIGH,STAINLESS STEEL WHERE EXPOSED.360 CFM A7.411'8P,71t'1 DUCT COLLAR.APPROVALS SHALL INCLUDE THE N.S.F.SEAL.(UL LABEL NOT REQUIRED FOR NON-GREASE APPLICATION).THE VENTILATOR SHALL CONFORM TO THE REQUIREMENTS OF NFPA-96&TO ALL PREVAILING LOCAL CODE REQUIREMENTS.NO SUBSTITUTIONS. ^\ 21. HVAC CONTRACTOR IS RESPONSIBLE FOR A COMPLETE&FULLY WORKING SYSTEM. a\+ 22. DUCT DIMENSIONS LISTED ARE NET FREE-CLEAR INSIDE DIMENSIONS. NOTE:KITCHEN HOODS SUPPLIED& E C 1 E - •1�� 23. VERIFY DUCT LOCATIONS PRIOR TO FABRICATION.(VERIFY LIMITED AREA FOR DUCTWORK&OTHER -A-CONTROL N OTE S� INSTALLED BY HVAC CONTRACTOR '� PRV.3 ■ ✓ ,L" APPARATURESES) 1. WIRE RTU-1,RTU-2 TO SHUT-DOWN&EXHAUST HOOD FANS TO CONTINUE TO RUN UPON ACTIVATION OF ��3 0 Y013 1 11" IrI Iy 24. INSULATE DUCT WORK TO SMACNA GUIDELINES&STATE CODES. THE ANSUL SYSTEM, rn 1 II R 25. INSTALL VOLUME CONTROL DAMPERS AS INDICATED ON PLANS. 2. WIRE RTU-1&RTU-2 TO SHUT-DOWN UPON ACTIVATION OF ANY IN-DUCT SMOKE DETECTOR. nNIN F 11" 1'-Ip' r� 26. FLEXIBLE ROUND DUCT WORK NOT TO EXCEED 8 FEET IN LENGTH.AVOID UNNECESSARY TURNS&SLACK. 3. OCCUPIED MODE:FANS IN RTU#1&2,EXHAUST FANS PRV#1,2&3 AND EF#1 TO RUN CONTINUOUSLY. ALLS FIRE DEPT. PRV-2 ■ a 27. RETURN AIR DUCT WORK TO BE LINED FOR SOUND ATTENUATION. 4, UNOCCUPIED MODE:FANS IN RTU#1&2 TO RUN ONLY WHEN COOLING OR HEATING IS CALLED FOR. O 28. DUCT WORK TO BE STANDARD GAUGE SHEET METAL(FIBROUS DUCT NOT ALLOWED.) ,. T I n APPROVED L _ 29. INSULATE EXHAUST DUCT FOR EXHAUST FAN TO EXTERIOR TERMINATION, �fEST & BALANCE NOTE, f Tw1n Falls Fire Det 30, COORDINATE WORK w/GENERAL CONTRACTOR&OWNER TO MAXIMIZE CEILING HEIGHT&AVOID CONFLICTS. 1. ACCUREX WILL PROVIDE BALANCED AIRFLOW&FUNCTIONAL CHARACTERISTICS OF THE HVAC SYSTEM AS fi • Q I� THEY RELATE TO AIRFLOW&AIR PRESSURE ONLY.SERVICES TO BE PREFORMED BY A CERTIFIED NEBB FIRM&ITS MANAGING GROUP NATIONAL TAB. 11IX LFXXOM LSFAiEt aN ' 2. SERVICES NOT INCLUDED,PULLEY/SHEAVE CHANGES,MOTOR CHANGE OUTS,OR RETURN TRIPS DUE TO Oi OOQ4 Q5 OO a�sl 10 11 U 13 iq 15 16 v le 19 2B 21 22 11 24 25 DELAYS CAUSED BY JOB INCOMPLETENESS. -(PE I HOOD INTERLOCKS PRV DUCT PLAN - 102 Seats TO 1113#11 THEN TO IMC BOARD RELAYS FIELD SUPPLIED I r----------- 1. REMOTE SWITCH ON•POWER TO KITCHEN FAN CONTROL CENTER(KFCC) SCALE: 1/16" = 1 I-0" &MOUNTED RELAY IM4V C01y--------- 2. KFCC CONTROLS: TO T834 OR TB35#2(UNR p GROUND) a)EXHAUST FANS PI(GRILLE)&PRU•3(FRYERS)ARE STARTED. 1- b)OPENS OUTSIDE AIR INTAKE ON RTU•1&RTU-2 TO MINIMUM FRESH AIR OPENING. aPp EX RELAY K3 BLOWER c)POWER TO OUTLETS#51(GRILLE)&#60(FRYERS). J,p c.�� "• "' CONTACTOR 3. GRILLE&FRYER CAN BE STARTED. L T"D QD`''"� �y ,L.✓-r L, IL 4. IN CASE OF FIRE: ef.N Vv�2, ti a)SHUNT TRIP BREAK FOR GRILLE&FRYERS OUTLET TRIPS. COIL TO BLOWER b)ANSUL SYSTEM IS ACTIVATED. MOTOR c)THE MECHANICAL GAS VALVES CLOSES. 18" " SIGNAL FROM EXHAUST HOOD WHE R A.F.F. ® 3 E FIELD PROVIDED AND INSTALLED WIRING d)SHUT DOWN RTU•1&RTU-2&CLOSES OUTSIDE AIR. V � F- o IS ON FACTORY WIRING e)EXHAUST FANS PRV•2&PRV•3 CONTINUE TO RUN. & I I Q ; NOTES: 9.Fb�Ye Protection System,System interconnect i4� C $ > M2,oo Actuation of the tinguishlnr system shall lltlautomatically toshut down the fuel or electrical 1. EX RELAY AND WIRING PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. GREASE HOOD FIRE SUPPRESSION SYSTEM the cooking equipment, n FlMur power supply to ��F�f' 24' � O � A g all electrical outlets within produce the grease vapors �sJJssJJI A.F.F. 51I � 55 2. WIRING FROM EX RELAY CONTACTS TO THE COIL OF THE K3 BLOWER WET-CHEMICAL EXTINGUISHING SYSTEMS SHALL BE INSTALLED,MAINTAINED,PEROIDICALLY type I hood shall be Installed above all commercial cooking appliances that produce grease vapors and comply w.-.w_- = 1 J-_ - r^ E& CONTACTOR MUST LAND ON THE SAME SIDE AS THE WIRE MARKED]I13#11. INSPECTED AND TESTED IN ACCORDANCE WITH NFPA 17A AND THEIR LISTING. with the International Mechanical Code.(ITC 609)The electrical wiring shall meet the IEC.(ITC 904.3.1)7b)A a� V J manual actuation device shall be installed near the means of egress from the cooking area no farther 20 feet from �.. . the hood system.The device shall be mounted no higher than 48 inches or lower than 42 inches from the floor. I WH-1 ' ` J M Q CONTACTS FROM KITCHEN EXHAUST FAN STARTER ENERGIZE OPERATOR COIL OF A FIELD PROVIDED AND FIELD (904.11.1)7c)Actuation of the system shall automatically shut down the fuel or power supply to the cooking v INSTALLED RELAY.THE RELAY CONTACTS ARE USED TO MAKE AND BREAK THE OCCUPIED SIGNAL BETWEEN BELT DRIVE UPBLAST CENTRIFUGAL equipment and the hood lighting. p pp y TERMINALS RELAY. 9,ON TS1,AND INSURE K3 BLOWER IS ENERGIZED.CREATING THE'OCCUPIED CALL WILL ROOF EXHAUST FAN - -" U MAKE THE ECONOMIZER MINIMUM POSITIONER ACTIVE,THEREBY MEETING FRESH AIR REQUIREMENTS. _ GAS METER&SERVICE-SEE SITE UTILS.� 7 Q ECONOMIZER WILL MODULATE DAMPERS BEYOND MINIMUM POSITION SETTING,WHEN OUTDOOR AIR IS HINGED BASE W/ _ PLAN FOR LOCATION DEEMED SUITABLE FOR COOLING.DAMPERS WILL MODULATE TO TARGET 55 DEG F(DEFAULT)DISCHARGE AIR RESTRAINT CABLE W GREASE CUP AT BY HVAC CONTRACTOR ' V TEMPERATURE WHEN PROVIDING FREE COOLING. (l AND LOCKING HASP ESTIMATED PEAK LOAD=1.855 MILLION BTU/HR y,5 . wP0.EFINISHED VENTED CURB EXTENSION GAS PIPING PLAN - 102 Seats LENNOX cuW6a's EXHAUST FAN INTERLOCK FOR STORES WITHOUT NOR CONTROLLER l9j e e DAPTFR LL _O C kid 24X24PREFINISHED ROOF CURB SCALE: 1/16" = 1'-011 L NATIONAL ACCOUNT PROGRAMS _�54 �`��C/ ^/ RTU-2 \ Q LU m 1. LENNOX INDUSTRIES,INC.: .�,c✓.� ROOF TRUSSES•SEE STRUCTURAL PLAN TERMINATE VENT w/GOOSENECK AND STAINLESS STEEL no,aw ervnla GAS PIPING IN TRUSS SPACE �s W \W > >3 CONTACT LORI RODRIGUEZ @ 972.497.6858 FOR ROOFTOP UNITS. r BUG SCREEN Y-O"ABOVE ROOF Q 1"0(20ft)J 1"0(12R) / (V 2. ACCURl7C(A OREENHECK COMPANY): Ile- -STRUT OVER 2 TRUSSES ---- GAS PIPING SIZING CHART = m CONTACT LOUANN GILLE @ 1-888-426-9606 FOR KITCHEN HOODS,EXHAUST FANS, BAANCH LENGTH PIPE IY4"0(Sft) Y4'0(2ft) GO N Q 7 A A 0 � 4- ROOF CURBS&ACCESSORIES. (2)LAYERS OF 3M FIRE BARRIER D SIZE SY,O'N EXTERIOR O 0 @ u O ; � WRAP 615+To 12"ABOVE ROOF DECK. RTU-1 94ft USE 125ft 1?''a"0 C'A1' N3ti METER - U cc a- ap Jy •��'0(13R) ow` q4s J C-' CONTROL COMPARTMENT - - STEEL WELDED of GRIDDLE 75ft USE 100ft 2"0 ^I iy"0(13ft) o+a ,#L3"0(14R) I ROOF TOP UNIT _.. vi I S4"0 THREADED ROD INVO(aft) VENT TO EXTERIOR-\ of Y4"0(7ft WATERTIGHT RTU•2 3M USE SOR ly"0 gg I DO NOT REDUCE G/ ) ECONOMIZER INTAKE HOOD WATER 39R USE 50R WO �°A' 3 "0(Sit) I �J of5 VENT TO EXTERIOR- j I ['dr wnershl of Instruments of Service WEATHERPROOF DISCONNECT BY f H TER Y,LENNOX. ly"0(11R61n) 1);'0(2R) ti5� / DO NOT REDUCEmp ltl data,and oili\ DHS I cuments and Instruments prepared by the GAS PRESSURE REGULATOR TO 7.0" qlrlief -1"0(17R) "0(12R) esign ProfessonaasnstmeneofserviceFRESH AIR TYRE I EXHAUST HOOD w 3"CIFARANCE oy5 a i all remain the DroDerry of the Desiqn CG-�GAS PIPING BY GAS / SUSP.CEILING WATER COLUMN(TYP) ►I ' rofessional.The Desi9n Professional shall PIPING CONTR. AT ALL COMBUSTIBLES-HOOD TO BE 18 _ / TERMINATE SIDEWALL VENT tain all common law,statutory and other 14"HIGH LENNOX ROOF CURB BY HVAC - GA..048'STAINLESS STEEL. RTU-1 FRYERS gp III777rrr N' served n hts,Indutling the cop right ( ) oo,RTU-1 X ma,aro erwxs O "0(aft) STAINLESS STEEL BUG SCREEN Thereto an Mey shall not be disc p aetl to CONTRACTOR.ROOFING&COUNTERFLASHING TRANSITION DUCT TO CURB J ptk VVV��"' oehero,used,revised,or' In whole BY ROOFING CONTRACTOR OPENING.SEAL OPENING BETWEEN SHUT-OFF VALVE BY GAS PIPING CONTRA T W WH-1 or In part,for any reas n ithout prior wnttan A.A.U.&CURB PER MANI SPEC. ADJUSTABLE FLUE BYPASS DAMPERS QUICK DISCONNECT COUPLER,FLEX GAS HOSE �, Y4"0(I lft) BLACK GAS PIPING IN WALL BY GAS PIPING Ib-°0°aTwxX s t of Southwest Design Assodates,Inc. FLEXIBLE DUCT CONNECTION UL CLASSIFIED TWO-STAGE RR &RESTRAINING CABLE BY OTHERS.TYPICAL / CONTRACTOR. ROOF LINE FILTRATION SYSTEM p Gqs AT ITEMS 51&60. GRIDDLE GENERAL NOTES: TRUSS SPACE 6"MIN.SOUND BATT 3'REAR FILLER PANEL § �' WO(2ft) \ / us.aoo BN/XX 5T 1. ALL Gas PIPING To MEET THE NATIONAL FUEL GAS CODE,NFPA 54 OR FLUE ADAPTER -.a INTERNATIONAL FUEL GAS CODE AS SPECIFIED BY LOCAL JURISDICTION. SUPPORT VERT.DUCTS AT STRUCTURE&SEAL 3"INTEGRAL FILLER PANEL "0(19R)-tea. W5/ GAS PRESSURE REGULATOR TO 7.0" 2. GAS PIPING SHUT OFF VALVES AND DRIP LEG TO BE FURNISHED AND INSTALLED B1 'a--T E ALL OPENINGS AT ROOF FOR SOUND CONTROL. q+s _. / y \ WATER COLUMN(%"O INLET&U4'0 GAS PIPING CONTRACTOR, INSTALL ORANGE WIRE FOR DUCT / 1 qts / OUTLET) 3. EXHAUST HOOD SUPPLIER TO PROVIDE MECHANICAL FIRE/FUEL GAS SHUT-OFF IN-DUCT SMOKE DETECTOR SD F� DISCHARGE TEMP.SENSOR \� L VALVE ON GAS LINE TO 5,1 GRIDDLE)&60(FRYERS)WHICH WILL CLOSE WHEN (/•YL,.�-�' UPON ACTIVATION: a RE ENABLE REASE CUP W/ to )'q 0(28ft) MECHANICAL GAS SHUT-OFF VALVE BY ANSUL SYSTEM IS ACTWA D.VALVE INSTALLATION BY GAS PIPING CONTRACTOR. v` 1. SHUT DOWN BOTH ROOF-TOP HVAC UNITS aq f/ONCEALED EASE TROUGH OTHERS&INSTALLED BY GAS PIPING q, GAS PIPING CONTRACTOR 70 PROVIDE G45 SERVICE TO EQUIPMENT AT A MAXIMUM 1 2. ACTIVATE A VISIBLE&AUDIBLE ALARM IN 8 / CONTRACTOR. OF 2 PsiG.AND REGULATORS TO 7.0"WATER COLUMN. THE CUSTOMER SERVICE AREA. 8 ROOF I OP HVAC UNIT / 5. FOODSERWCE EQUIPMENT CONTRACTOR((FEC)TO FURNISH REGULATORS FOR 12.17.2013 N.T.S. GAS PIPING ISOMETRIC - 102 Seats EQUIPMENT FURNISTHAT QUIREPRIFIEDSX GAS OSEST. 6. THE FEC TO FURNISH ALL SPECIFIED FLEX GAS HOSES TO THESPE GAS PIPING SATE OFL�W KITCHEN HOOD EXHAUST DETAIL coNTwtcroaFOR lNSTALLAnoN,ASINOICATEDINTHE sPECIFIunonsAND 0 CHYN FLUE HEAT SHIELD N.T.S. THE M.E.P.SCHEDULE SHEETS. DRAWN BY CHECKED BY , OVERHANG END CAP VERFY MOUNTING HEIGHTS W/OWNER AND GENERAL CONTRACTOR ,u RPT PROJECT NUMBER 1325 SCALE DATE Noted 1 1-4-1 3 DRAWING SHEET r D-9 N/D-12 N/412 \/}�rL/D79 SEE SHEET E5 FOR SERVICE PANEL&BREAKER DESIGNATIONS Op 00 FIXTURE TYPE CIO PANEL DESIGNATION M M/412 M/412 M/D 12 M4412 r sw `. M/D-12 M4D-12 M/D 12 M�//y-�4�)12 M\//D\J-12 M/�D 12 h 11 11 a, 4 _aulommi jut✓(r''"'roe j N11aR 4_ t ul ri na nrR i DLL* G2/D 9� IAI 1l�ldrrlr au �urt� wIn l�f�AlLu4aaSLU �tuAlllbiiRlwy _ H/D-7 BREAKER DESIGNATION (`Y� ._. _. `-; Aag+�A4auia�IT t3rl1 a�lntwu wane N •jut wlrtu _ ---- - t �a ENTRY - I nXruRe CC� U bA e Hl D 6 M® �P Hi�-16 li® ._ cl/o cT G3/D-7 y G2/D.g G1/D14 gf SWITCH DESIGNATION 6 ® O 106 laved��MEN keved ke/D�14 �� _ °Q 3 _ h q yl 24hrs '�a� o o ( CIRCUITRY LEGEND U Gi -4 ® keyed M/D-12 GI h h h...,) -l.x ke ed c keyed LIGHTING SCHEDULE&LEGEND: yx 2/D9 ke/e ®...Dr t-afsunaa uxn .� 3 y III COOLER FREEZEReaeaaEvn •> G2 G4\D-I6 G2 D- .C7.x/D9 - I � I P/D 12 BATTERY BACK-U (� S/41 eme� g1 o ether g2 G4\D-S6 G2 u'.e --S/D-16 SJD-L � MaxKaax 2 x 2 LAY IN(TYPICAL) O Alkol 40 TO C keyed keyed G2 DA ( ,� Al LRMONIA 2GT8 2 U316 Al2 MVOLT GEBSOIS NABC rI -_-- ( (2)-F32TB/SP35/U/6 BULBS=84 watt$ - eme g2 c D-16 / 2 x 2 LAY IN:(EMERGENCY) �I c A3 D-11 G2/D-9 keyed ( ® LITHONW2GT82 U316 Al2 MVOLTGEB101S EL NABC N 1 _ --_-__"" C K. Gl/D-14 A2 Q w,rot keyed WOMEN keyed ! emerg (2)-F32T8/SP35/Ul00 6 BULBS=64 watts °1--4 9 G D-1 G5/D-16 HALL 109 2 x 2 LAY-IN:(24hhi) d. GS/D c SINGLE POLE KEYED A3 LIIHONW 2GTB 2 U316 Al2 MVOLT 211 GEB10iS NABC 00 G4\D-16 109 SWITCH(TYP) -- ® 24hrs (2)-F32T8/SP35/U/6 BULBS=64 watts DC 91 a M/412 O2 x 4 LAY IN:(TYPICAL) M .,. Cl/D-l3 Cl/D-13 MOUNT AT 8'-6"A.F.F. O Cl LIIHONIA 2GT8 3 32 Al2 MVOU 1/3 GEBINS NABC A O ¢ (3)-F28TB/XLSPX35ECO BULBS=84 watts 1/D- 1/D- A2/49 Al/D-1 - w O2 O2 GS/D-I6 SWITCH BANK"A'SEE ,' .-_ a- ' rg (3�8TB/XLSPX35ECO BULBSOLT�W78iISnEL NABC Q "�� Q Cl 41 C2 D-9 M/412 G2 ylo Q DETAIL THIS SHEET +'+;•;•; b'-- rr .-. i e (24hrs) GI D- 1/D- 2 x 4 LAY-IN: c 1/El am g2 a erg a _ 4A2/..g Q ®24hrs L)-F28TA 2GiX35ECO BULBS =GEB1015 NABC r✓ +' 0 (3)-FZBTB/%15PX35EC0 BULBS=84 watt$ r' Z� 91 G1/D- ( Al/D1 aR�—•fin/D_7 X/-9 ®/D9 1 X 4 SURFACE MOUNTED:(TYPICAL) O I C1/D-l3 zghrs slam ---__ 0 OS LTIHONIA SB232 MVOLT GEB1015 NABC y 02 g1 I G1/Da6 Q --_-- --___-- ] m erg , b (2)-F28T8/XLSPX35ECO BULBS=56 watts �) y goo GI/D-1 INING C'1/D I a ,;, Q 1 to(215 Sm _ g2 SIN b RECESSED CAN (TYPICAL) O 2 O 1 101 Ogg o w DRY OODS o GI LIIH w LE BULB D64Z warts 35K.905C L7%LED T24 NABCU O /y LE PO (1)-Bw LED BULB-8 watts M/0-12 Gl D- Al/D-1 Al/D-1 V H(TYP RECESSED CAN (EMERGENCY) LITHON1/D 1 H D- g1 I Q -- — _1 G2 VOLT_PIAREAL0L LIRN6AZ ESL 1000E 35K.95SC O � Cl/D-13 ^' + emerg VOLT LP6LN 1000E ELR NABC LED G4O 1 ® ® GS/ - G/D- - 1 1 RECESS DCAN:B 4 tirs)watt. M/D 12 0 ( c a Q KITCHEN it-_ _._-_- C1 D-13 e�•� •�� RECESSED EAL6D6A SE H� G D-1 91 H D-16 Hl -16 1 g2 I O p / Q Q o G3 (1)-8w LED =8ESL 6D0L 35K.905C L7%LED T24 N48CU 24hrs (1)-8w LED BULB=S watts h n 1/D I u~i t~it AI/D-1 , ] 'I. Q RECESSED CAN :(TYPICAL) 92 ® ® t-3 C2/D-9 O G4 LITHONIA REAL6C D6AZ ESL 1000E 35K.95SC y Q LT LP6L1 1000L NABC U GS/D- Gl/D- ILJ m (1)-14w LED BULB=14 watt. + ��y --/) (DIRE O2 91 glb Q GS (UND LED BU 6RLE8 watt-600)WH A2/DyAl/D-t `l (1)-Bw LED 8UL8=8wet1. PENDENT LIGHT FIXTURE: Cl/D-13 GI/D-1 G4\D-16 Q .', ;, ;. ---- Cl/D-�3 - - Hl HANGAT6`0"Az.F�.1:, Q (1)-60A/CL-2PK-120 BULB=60 watt$ g1 C G2 D-9a erg a ° ': +;+;`;+; Q EXTERIOR WALL MOUNTED: M/D-12 GIOg1 91 ems 92 940 16 G2 9 NTRY ) - Q -_-- A2/D9 17' M (I'�)-13w LED BULB=13 watts emelg2 103 m e erg m EXTERIOR CANOPY LIGHT: _ A3 D-7r�6, —'— z INKS ENTS 102 24 rs(1 la _ _ emerg b N LRHONIA Z 6 (I 4 Mill R)-19w LEAZ BULB L 6 .95SC 120 ESL LP6UJ NABC U— O �g2 GS/D-1 Gl/ -1 CEILING MOUNITE (1)-19w LED BULB=Bwette__.__ DDDEXTERIOR O G1/D- GS/D- G3/D- Gl/D-6 MOTION EECTO a �` p MBSLIM BNLLL GH. a o O/D x/D A3 (1)Bw LED BULB 8 watts g291l g21 _ --_-- EMERGENCY LIGHT HEAD.(WEATHERPROOF): rD^/ g1 LL C) - ...___— AFF S ITCH(N) � -- _.J._ T/D- ()6w LED BULBS 12 welts '� - ----- — -- ® 4hrs(l lamp) C2/0-9 bl/D-13 C3 47 SELF-CONTAINED NI-CAD BATTERY TO PROVIDE 90 -- -- 241 rs(1 la p) MOUNT ED-;"3OV 8 MINUTES OF ILLUMINATION.WIRE TO BRANCH CIRCUIT [1 CENTERED ABOVE D000. MOUNT AT 8-6"A.F.F. Q/D-9 Q 1 Dl/D-13 AS NOTED ON PLAN&AHEAD OF ANY LOCAL SWITCHES. r r> M D-12 M/D-12 M/D-12 M/D-l2 V�1 / Ih (ml EMERGENCY REMOTE: ill m v R LIMONIA ELM1254-ILO C3 413 emerg b ) 0 CIRCUIT D-2: b(2 lamps) (2)-LSw LED BULBS=3watts ! LIMITS OF LED TUBE(SEE ARCHITECTURAL DRAWINGS).PROVIDE LIGHTING CONTROLS TO COMPLY LEFT SIDE C1/D-13 T DQ�1 ` b3(°� E UTILITY RM`s�"� `l J WITH LOCAL CODES.LED TUBING AND(I TRANSFORMERS PROVIDED AND INSTALLED BY SIGN oma/�w.,n,. - CONTRACTO0..WIRING TO TRANSFORMERS BY ELECTRICAL CONTRACTOR-USE ONLYULAPPROVED l REMOTECC40WH0&4TTERYTOPROVIDE90M[NUTES 4) RECEPTACLES.PROVIDE CODE CONFORMING ACCESS TO TRANSFORMER. Q 116 OF ILLUMINATION.WIRE TO BRANCH CIRCUIT AS Z SEE SITE PLAN FOR NOTED ON PLAN&AHEAD OF ANY LOCAL SWITCHES, W FL LIGHTING PLAN - 10 2 Seats FRONT NORTH ORIENTA ON REAR ___ _ �('� ________ DRI E-THRU �— /I F ® PENDENTLLACOLIGHT FIXTURE: I V 1' -0" `JJ OUNT AT B'-6"A.F.F. O = SCALE: 1/4 = 1l On D SER ICE Q/D"9 S (U60A/OOWM1130Vh130 BULB 60 watts 0 drive-rn.v RIGHT SIDE .,.`----- M/412 ,L L -- 104 LITHOEMERGENCYLIGHT-WALL: .R-- T LIIFiONIA EU2lFD-M12 LL C) C :. (MOUNTAT Bft bin.A.F.F. FO G COMcheck Software Version 3.9.2 COMcheck Software Version 3.9.2 EXIT LIGHT: y{�J y��J X LITHONW EXR-LED-M6 N Interior Lighting Compliance Exterior Lighting Compliance N/D-12 N/D-12 w W v 3 Certificate Certificate 200E IECC 200E IECC �' � w ::� Interior Lighting PASSES: Section t Pro Exterior Lighting PASSES: a C h gl g2 z Q Section 1:Project Information Design 00%better than code. Project Information Design 00%better than code. a _J Project Type:New Construction Proje Type:New Construction D-21 D-1 D-11 D-13 D-16 D-16 D-16 Project Title:Culvers Frozen Custard Project Title:Culvws Frozen Custard Exterior Lighting Zone:4(High activky rnatropogtan commercial district) SWITCH BANK "A" Construction E1,1 Owl,I,.ent: Designer/Contractor Owners ID 0 Instruments D Service Lots 2 A 11.y N k 1,P I Line Road Pole Llna Road.LLC Can.Lill2&,elite: OwneI-—R: DesignerlConhactor AT t rS�ta,a and O1:as TW,Valley Martel Piece aubtlivlaan B4O Swan D Wi Suite A Lola 2&3, W 1.Po4 Line Roatl Pole Line Roatl,LLC Twin Falls.ID Mukwonago,Wl Magk Valley MankM Place 3ubtliNsion Buillan Dive SuneA omputer les ne ata,an other LABEL SWITCHES AS NOTED: oesi9�ea:ofess°o�a`as�:i�rpoer°lrs or sheyrvll'e Tenn Falls,ID Mukwmago,WI Shall remain the property of the Design a CUSTOMER ORDERING professional.The Design Professional shall C CUSTOMER SERVICE retain all eemmon law,stamto-y and a her rued rights,including the copyright Section 2:Interior Lighting and Power Calculation 1 DINING ROOM thereto and they shall note a disclosed to g 9 Section 2:Exterior Lighting Area/Surface Power Calculation 9 `hers,used,revised,or reproduced mh r whole D C D 9 9 9 o nsent of Southwest Design Assoithout ciates,In written Area Category near Area Alkw°d Albwad Water w . e D E F 2 DINING ROOM qn me _ (nz) w.../nx (lac) r:mrl«Arw.ernw °$aridly w°a m m Tndaa All—P a.d h DINING ROOM PENDANTS All° Dlnlrg:Bar LoungeiLelsure 4231 1.3 Sal Wand W .e IN Watt$ - -- Total Alllwed Waft= 5500 hint -_.. (a.c) LABEL ALL SWITCHES,OUTLETS,AND EQUIPMENT CONNECTIONS WITH ON—wi,Mowsldoom I winmwa or door, w0 Ho soo a PANEL DESIGNATION AND BREAKER NUMBER. Section 3:Interior Lighting Fixture Schedule Mainenay anofaorwidm 3o Yea 1. a LICENSED 9 9 Other tlaor(not main entry) Oftof—wid. . Yes 200 0 ARCHITECT flanking area 107M ftz 0.1s Yes 1391 a. NATIONAL ACCOUNT PROGRAM: Fl .ID:De.mptlonl Lampl Wattage Per Lamp/Ballast Lampal JIM Fh,a' (ex D) liluminated larleth m tateda wall er.wale So,ft s Ho 1s0s z]a CRESCENT ELECTRIC SUPPLY CO. AR 1484 FI Fx[urea Watl. Emry canopy 190 ft2 04 Yes ]fi le -- — malrmdaDeware'= led] 682 KRISKRUEGERATI-608-241-2882 Dlmn.:Baz LoulgelLel�re(4231°q ft) Total Aeowed Watb= 3752 Tel T,2Flu m1TypeA-22Lay-tn'.24"T8U 32W:Eledronip ,5 61 915 TOWI AIIowatl S.Pplamamal walls"= 13D0 EMAIL: KWSK@CESCD.CDM TBI T12 Fluorescent C:Type C123:Zx4 Lay-In:24'TBD 32W'.Eledronk'. 0 20 84 1fi80 Ta I T12 Fluwe°cenl D:Type D1:1x4Surface:4e"m 28W(Super TM:Electronic: 2 1 M66 tta'Wage tradeons ere only ellowetl between tratlaDl....Isude— Comps or Fluescent G:Typo G1236:R---d Can LED:Other Elecbonk: 2 59 a 472 '•A supplementai allowance equal l01300 waaa may be applletl—M compliant°of h nh l ln—bla all tradable areaalwdates. DAME$ .EIGHTY ��. Incandeacent3:Type 8:Chand liar Peodam:Incandescent looW: 1 d fi0 240 STATE IDAHD roandeamm HI;Type HI:chamerw vendant hmandesmnt 100W: 1 e 60 4e0 Ill 0 Section 3:Exterior Lighting Fixture Schedule NOVR Total Proposed Watts= 3ed3 V I]�291 lA B C 0 E l Section 4:Requirements Checklist ,r7- Fixture l°:D...Ni ILempl Wallage Per Lampl Balls.[ Lampal pof Fixture (CXD) DRAWN BY CHECKED BY -,J J Fixture Fixtures .Watt. I 0 DtIvsWWmdmwldom(1 ntlaxa tloas)Nth-tredaWeWatlage ----. .0 RPT ° HID.Typo I IN,,1Sn1,1. t 1 e e PROJECT NUMBER Lighting Wattage Manenlry(Bftadgor lanfrrea bkwauaea 1325 J 1.Total proposed watts must De ess IM1an or$qua to[Dial allowed watts. HID:Type N Other Standard. 1 1 8 8 Omw doer(not main entry)(In n m doai widlh):Tretlabk Wattage L AI tl W.I. n HID'.Type P;Metal Halide:StandaM. 1 1 8 8 SCALE DATE '°5500 aria °°°3A43Wa s `YES°° flanking area(10]000):TradableWattage , 6 ,e6 63g Noted I-4-1 3 HID'.Type O'.LED:Other.Standard: DRAWING SHEET Illuminatetl length facade wall or swfara(3tl1 ft):Non-tretlede Wadage HID'.Type M'.Other.—d- , 21 13 273 En try ranapy(190ft2): .st WaBage HID'.Type Netal'.M HalidAHe'Standard'. 1 2 a 16 3 Tmal Tred.n.Proposse Watts= 662 •23 CIRCUIT-JUNCTION BOX FOR TRANSFORMERS FOR(5) FLUSH VALVES LOCATED ON WALL ABOVE SUSP.CEILING D i 2n MOUNTING HEIGHT OR ID U 18" "mv"-MIXINGVALVE-VERIFY REQMTS&MOUNTING 18 D-20`I��fTTT��IJ��OWER SYMBOL-SEE LEGEND D-24 18 HEIGHTS w/MANUF.-(3 LOCATIONS) A p-24 TT tM .._. ,._., D. — J _ __— f^>-- _ PANEL DESIGNATION � 621 D418 1 J 107 z __ BREAKER DESIGNATION F 1B^ 1 • 24' 24" D41 24" 103 4 MEN 2 — CIRCUITRY LEGEND D-z 0 �, 3 ° 2 POWER LEGEND; to TELEPHONE OUTLET U ~ 96" 'C v" p-1 72' 72" 42-4 23 18" .__. ._„ ,,. ,... _ •'+. ,,:..a,•. O � DUPLEX RECEPTACLE WALL O D•23 mV J e a DUPLEX RECEPTACLE-SOFFIT 23 WOMEN I 1 COOLER FREEZER O > 3 --- 18" DUPLEX RECEPTACLE W/GROUND FAULT Vef " L ,4, JB JB JB J6 D 23 108 4 17 TV '1 1 2 3 4 QUAD RECEPTACLE-WALL 24� 24" 24" HALL WEATHERPROOF GFCI OVER. a 24" D-17 D-18 D-17 24" D-1 109 ) x O C DIE-CAST INNUSE COVER. O M tt JUNCTION BOX(DIRECT CONNECTION) �I v 60x JB 10 6 D-19 PREP AREA COMPUTER CONNECTION O M D-21 OVIDE CONDUIT TOABOVESUSPENDED 34• D�1 84" 24" 114 24• B DEDICATED CIRCUIT FOR SINGLE DUPLEX pp 24" 24' CEILING FOR FUTURE TV-VERIFY 84' * OUTLETS W/ISOLATED GROUND 24" D-17 D-17 D-17 D-11 MOUNTING HEIGHT W/OWNER D-20 D 20 4--1 O \O D-18 "4' EC TO WIRE FROM ROUGH-IN TO(2) D•19 TV TELEVISION OUTLET I DCO MOUNTED INSIDE OF CABINET •. \ iv "q' I BY FABRICATOR. JET 1 M.—m„.. SPECIAL CONNECTION FOR DRYER �+ D430 I UNDER CABINET •�� D824 UWN IRRIGATION TIMER-VERIFY w/OWNER VERIFY TV MOUNTING HEIGHT W/OWNER CUSTOMER ORDER AREA .A � N 105 DOOR CHIME CHIME I4 H 71 7 �1 KITCHEN PV ©I DOOR CHIME ENTRANCE BUZZER O 24" i I I 112 I lJ NEMA 1 SAFETY SWITCH 24" I I I i g i IIL__JJJ D•21 D-10 i LIGHTED GLASS DISPLAY CASE 4 O i (SWITCHED ON&OFF WITH DININ I I = DISHWASHING O DISCONNECT(ON ROOF) LIGHTING) 4 E3 24" I Q 18" ; D-20 113 DRY GOOD LABEL ALL SWITCHES,OUTLETS,& DINING 30 30" D-19; 115 n EQUIPMENT CONNECTIONS WITH PANEL 101 II{— 24" �� I DESIGNATION AND BREAKER NUMBER. D•10 •10 I � -J "alarmALAKM:LUUK" FIRE UINA SPRINKWI "a arm .34 TV 17� L— __J .. ------ 2420 SPRTMR[ER• DESI H jB - I- 24• VERIFY TV MOUNTING HEIGHT& SEE SHEET E5 FOR SERVICE PANEL& D•10 LOCATION W/OWNER —� JB AT N IN-SWITCH AS U BREAKER DESIGNATIONS SHOWN IN"SWITCH BANK A" JB J vanN' D-20 TOILET D1 V ON SHEET El d6 119 O 6 Q p-2 a DRINKS&CONDIMENTS L D-20 102 N 18" D-18 N24" _ ENTRY L x "O CONDUIT FOR LOW 42" "mv" cQ z D-2 sD D-10 6„ ea° Uj 106 SUNDAEPREP ® VOLTAGE WIRE p-23 R 6' 24" D 0 i-1 111 D 1� 8 J EMPTY JUNCTION BOXES(1 ABOVE AT 108"&1 ECTRIC DRYEREMT 10 . . - BELOW AT 44"W/Y4"CONDUIT BETWEEN)& D-22 103. JB 42" C•24 42• F )-t OAWG WIRE DUTI Q D-24 FUTURE JBTO HAVE-- ABOVE SUSP.CEILING-NJO LOCATIONS D-1 UTILITY RM CONDUCTORS. JB C-2g C-20,22 LEFrsiDE DRIVE-THRU MOP ROOM OFFICE mem nrry CONDUTIT08'-6"A.F.F. JB 48" 2D3^ — 44 2" 116 Q O ; SERVICE 118 117 D-22 GP POWER PLAN - 102 Seats v D-19 104 —� JB C-26 o G j) SEE SITE PLAN FOR �" 60" �--� D-1 18 42, 42 42" £ r f1 Il FRONT NORTH ORIENTATION REAR 6O -, l D-19 p-22 JB C-26 C 27 C-29 I n SPIN' V 1 SCALE: 1/4" = 1 0 D-19 CHIME JB SP C SP A AVENIDA DEL RIO DRIVE U J ov" --. RIGHT SIDE LECTRIC SERVICE U 54^ JB FOR HVAC EQ.CONTROLS—" — LOCATION Z O 18" D824 (1 FOR EACH) R S 6' 2O" 24" S 8'" x " W FL — — D-19 MOUNT 8"BELOW D-22 D•22 D-22 FINISHED CEILING N D-8 D-15 D•22 CIR UIT D•1-"ORDER CONFIRMATION" O L L REQUIRES POWER 24/7. ^/ L ALL DIMENSIONS PLUS OR MINUS IJS" L.L \ o- aD:] o- e ] PHONE LINES&OUTLETS-VERIFY LAYOUT AND LOCATIONS WITH OWNER U_ _� C ECONDARY SIGN LOCATION(VERIFY)PROVIDE 2 I m \ I CIRCUITS FOR SIGN SIMILAR TO REQUIREMENTS FOR _ PRIMARY SIGN. a \ I —————————— — ————D—————r — ——————————————— W T6 I �D-aaD-n 422 JB I JB" ------42" (n > I� — I j (1"fbCONDUITTYPICAL) J —)— 42 U N N 6) co DA L L I D-i5&D-n D-25 D•27 ED TRANSFORMER CONNECTION(3 TOTAL ® — Ownership of Instruments of Service ran=,field daB�,-- I EMOTE HEAVY-DUTY DISCONNECT FOR RTU' I documents auter ena ins.umenta tl other h the g prepare y —1. I ❑ Dhall remain trye nal as I`st f thenDesifgservice D25&0.2] D-6 rt I O O Profeeslonal.The Design Professional shall , D.111.ft-1.1in p I9n" Lm retain all common law,Statutory and other §4 reserved rights,includinog the copyrlgh[ PEQUIRENENTSw/OWNER RTU-1 I thereto and they shall n the disclosed w JB others,n,for re reason or reproduced In whole LECT.CONTRACTOR TO FIELD WIRE GFI OUTLET I 4 I or In pan,for any reas n without Prior written ;k12 RTU TO CIRCUIT B-42 AS REQ'D. .2 I s t of southwest Design Associates,Inc. RTU-2 L I D-2 n i LSCENSED ARCHITECT 0•� — AR 1484 L I — ❑ I .11 D•n IS I 42 42 I JAM ICHTY RIMARY SIGN LOCATION o-2 _ SITE LEGEND I 42 ❑° D 2 EI�11 ST/. ^.`GAL A. MAIN PEDESTAL SIGN — — B. PRE-ORDER BOARD A '�'= C. OUTDOOR MENU BOARD 42 I B LCIRQIRD-3 TO HAVE POWER 24,7) D-25&D-27 D. DIRECTIONAL SIGN I g•42 DRAWN BY CHECKED UY —j I— — — — — — — — — E. SPEAKER POST JJ RPT F. LIGHT POLE LOCATION ROOF GP POWER PLAN - 102 Seats PROJECT NUMBER SCALE: 1/8" = 1-Q' LEFTSIDE 1325 SITE POWER PLAN - Magic Valley Market Place Subdivision, Twin Falls, ID omanenrD SCALE DATE Noted I 1-7 3 -'--' SEE SITE PLAN FOR x DRAWING SIIEET' G 2G w •�'^^_�,1' FRONT NORTH ORIEMATION REAR POLE LINE ROAD scaLE 1 40""�"= anw-nrrvD RIGHT SIDE 1.2 31 48" 13" 103' 2.4 3 32,34 2.2 U 00 FOOD SERVICE POWER SCHEDULE SCHEDULE NOTES _ _ LI B 2.1 B _ - -- --- - -- TERMINAL CONNECTtON POWER SERVICE00 1.1 EC TO CONNECT DOOR LIGHT,SWITCH ASSEMBLY AND(2)EXTRA INCANDESCENT LIGHTS. M LL 1.2 EC TO WIRE FROM J-BOX TO COIL CONNECTION POINT. - t` Mai LL < 1.3 LOCATED ON BUILDING ROOF.VERIFY EXACT LOCATION WITH GC. 3H ZH ��111 MARK DESCRIPTION L7 a V T-oo o LABEL ALL SWITCHES,OUTLETS,AND UIPMENT �- o t2.1 EC TO CONNECT DOOR LIGHT, ASSEMBLY EXTRA INCANDESCENT LIGHTS, WI CHES, ULDESIG I\ rn CD HEATED AIR VENT. NATION AND BREAKER i a o$ o u ap a z d "' 2 2 CLOCK, FROM ROUGH-INTO COIL CONNECTION POINT,INTER WIRED WITH THE ---------------- - NUMBER. :.I CONNECTIONS \\ o Ni o � THE COIL EC TO CONNECT THE DRAIN LINE HEAT TAPE. a I FOUR 4"x4"x2t/s"SINGLE �- y \ 1 1.1 COOLER POWER 100" • • 115 3.0 112 12 12 B 33 1.1 2.3 LOCATED ON BUILDING ROOF.VERIFY EXACT LOCATION WITH GC. I OUTLETS STACKED VERTICALLY I ��yTFFF /yy}}}-.,yyy��tt(t \\ 2G \ ^� -"i 1 1.2 COOLER COIL 100" • • 115 3.6 1/2 12 12 B 31 1.2 2.9 EC TO FURNISH&INSTALL GFLI OUTLET ON THE REAR WALL OF FREEZER FOR HEAT TAPE. I AT REFRIGERATION NTRIEY WITH t \ \ �� .� 1 1.3 COOLER CONDENSER 42" • • 208 93 112 121211/2 B 19,21,23 1.3 12. EC TO FURNISH&INSTALL TERMINALONWALL AS SHOWN ON ROWH-IN.ALSO FURNISH& I REFRIGERATION CONTRACTOR I i IF \\ 2F \ \�./J O 1 2.1 FREEZER POWER SOD" • • 115 TIM 5.0 1/2 12 12 B 37 2.1 INSTALL EMPTY BOX QUIT TO ABOVE FIN.CHUNG(IIEMl2.1J.VERIFY ALL B K.F.C.C.MOUNTED ABOVE r'3 1 2.2 FREEZER COIL Igo" • • 208 15.7 1/2 12 12 B 32,34 2.2 REQUIREMENTS FOR GREASE COLLECTION SYSTEM WITH BUPPLIE. 1 13" I (� I \\ I VJ 1,3,5 SUSP.CEILING U \ COOLER O 15. BY SODA SUPPLIER.VERIFY ALL REQUIREMENTS. I I A A \ / \\ ( � .-r 1 2.3 FREEZER CONDENSER 42" • • 2D8 11.7 1/2 12 12 3 B 20,22,24 2.3 I B I 12.1 I\ / 7 1 2.4 FREEZER CONV.RECEPT. 100" • • 115 16.0 1/2 12 12 8 38 2.4 7,9,11 �---- 3 \ \ lE N ,3 25. WITHSPROVIDE NON-FUSED DISCONNECT.LEASED MACHINE-ERIFYALL REQUIREMENTS I ��- - .. I ---- HALL �1831 459 9 A TON51&60-SEE � I)II 1 9.1 COOKER/WARMERS 4B" • 5-15P • 115 1.8 12.5 1/2 12 12 C 1 WTIH SUPPLIER. I B ---- I (( �j +-' 13,15.17 1 9.2 COOKER/WARMERS 48" • 5-I5P • -.. 115 1.8 12.5 1/2 12 12 C 2 25.1 BY HVAC.VERIFY REQUIREMENTS.SWITCH FOR DISHWASHER EXHAUST HOOD AT 50'A.F.F. I I 0 13 NOTES FOR EACH QI 1 9.3 COOKERIWARMERS 30' • 5-15P • 115 18 12.5 1/2 12 12 C 4 26. E.C.TO PROVIDE NON-FUSED DISCONNECT. g 1 9.4 COOKER/WARMERS 30" • 5-15P • 115 1.8 12.5 1/2 12 12 C 4 28. EACH SYSTEM RE ES 24 HOUR CIRCUIT CEILING.EL TO INTERCONNECT B-36 FIN.F-. I , KFCC 39 8'I %/ FREEZER 31 12. N Q eAse me a 1 12.1 WASTE OIL RECOVERY 68" • 1/2 12 12 Al31 12 SHUN"TRIP BREAKERS FOR ITEMS 51&60.MOUNT ACTIVATION CONTROL AT 60!OD F.. 61 - 1 12.2 WASTE OIL RECOVERY 96" • • _ 110 34 1/2 12 12 A 31 12 35. REQUIRESADEOICATED,ISOLATED CIRCUIT-VERIFY EQUIPMENT w/OWNER. I I I Ufa q O 8 // to 1 IS B-N-B SODA SYSTEM 60" • • 115 16 0 1/2 12 12 A 33 15 36. REQUIRES A DEDICATED,ISOIATC-D CIRCUIT. I m I I 19 34 7iAj 34 19 PREP AREA / ZE T (fi M OUTLET ELEVATION I I 00 4 19 HAND SINK EQ. 21V • • 115 2.0 1/2 12 12 A 34 37. ROUGH-IN&COVER FOR FUTURE USE. I 1 I O A 60. ,� 114 U iC' 1 5. DISHWASHER 70" • • 115 5.8 1/2 12 12 A 34 25 ql. REQUIRES A DEDICATED,ISOLATED GRCUIT. AT CUSTARD MACHINE I 80, �^ -- C M 1 25.1 POWER ROOF VENT 42" • • 115 5.6 1/2 12 12 3/4 B 35 25.1 I 38,40 C I �17 C w I - Il- - ---- 29 HEATED AIR VENT CO .POINT 1 26 BOOSTER HEATER I6' • • 208 9.0 38.0 3/4 6 10 A 1,3,5 -� 10. 18 16 • (� 3 60.1 _ O (FREEZER ONLY) O 49. SWITCH FO0.EXHAUST FANS.MUST BE INTERLOCKED WITH COOKING EQUIPMENTS ITEM 51, I C I O 13 1 28.1 FIRE SUPPRESSION 100" • • 115 I6.0 1/2 12 12 B 39 28 60&KFCC. i 6. 6.1 6 6 C 9 4 I ( I I K 37 34 I. 1 9•I �, O 1 28.2 FIRE SUPPRESSION 100" • • 115 16.0 1/2 12 32 B 41 28 51. EC TO FURNISH&INSTALL A SHUNT TRIP BREAKER,INTER WIRED TO ITEM 28.2. I 4 I 80. va i A n•4 ,--1 1 34 REACH-IN REFRIG. 90" • 5-I5P • 115 12.0 1/2 12 12 3/4 A 37 58. PROVIDE 42"OF SMOOTH WALLED 5EALTITE&CONNECTIONS FROM STATION TO JUNCTION i A 9.3 I O .. -- CHEN I 19 \ 1 35 SPEED OVEN _ 42' • 6-SOP • 208 8.6 40.0 314 6 10 A 10,12 35 BOX. i ;,,• 10,12o i w c i 0' 11,13 m r _- -- 112 ' 2 - I 36A MICROWAVE OVEN 64' • 6-20P •"i 208 3.2 16.4 1/2 1D 10 C 6,8 36 59. SWITCH FOR EXHAUST FANS,MUST BE INTERLOCKED WITH COOKING EQUIPMENTS ITEM 51, 36 4 I C� -- --- 60,&KFCC, ^$. -� O ( ( 1 L Ili l 1 2" PROVIDE ION SYSTEM TO B CONTROLS 0.FIRE 1 N 4 FOR 1 36.2 MICROWAVE OVEN 64' • 6-20P • 208 3.2 16.4 1/2 10 SO L 38,4D 36 1 c I -- SUPPRESSION SYSTEM CONTROLS �".. 60 EC TO FURNISH&INSTALL A SHUNT TRIP BREAKER,INTER WIRED TO ITEM 28.1. 1- ,i I 37 REFRIG BASE 16" • 6-20P • 115 4.0 1/2 12 12 A 35 37 I m i w I A --- Y p" l 38.1 WARMER DRAWER 16" • 5-I5P • 115 3.8 1/2 12 12 A 27 63. CUSTARD MACHINE: I ^ �. i O I ( B6 25 I JB L_,'nV 1 1 A __ ALL REQUIREMENTS TO BE CONFIRMED WITH OWNER&REFRIGERATION i FIN.FLR. I N 0 1 6. 1 L-- j 26 13517 1 38.2 WARMER CABINET 16" • 5-15P • 115 14.1 1/2 12 12 A 41 CONTRACTOR.CUSTARD MACHINE REQUIRES A TOTAL OF: I 1 41 REFRIG COUNTER "at tlg" • • 115 33.33 1/3 C 37 41 6-3.0 HIP CONNECTIONS 1 13 �2. i -I. _ ((3)j-AT MACHINE I A AI �� ' __JI5.5."C'CHANNEL TRIM ON 1 41.1 FUTURE _ "a[dg" • • 208 40 C 39,4E 41.1 (3)-FOR THE CONDENSING UNITS ON ROOF I g. 27 3 IT '^ I L____END OF WALL ----- I A I 1 43 8UN TOASTER "at dg" • 5-I5P • 115 13.g A 29 ELECTRICIAN TO PROVIDE&INSTALL I I I w I 25 1q -. 1 44 UNDER COUNTER REFRIG. 16" • • 115 4 0 1/2 12 12 1/5 A 28 3-HUBBELL HBL-8432C MALE RIGHT PLUGS ON CUSTARD MACHINE. I S.S."C"CHANNEL TRIM ON EN 1 E I A 66 L A -- - ((3�HUBBELL HBL 8420A RECEPTACLES IN WALL NEXT TO CUSTARD MACHINE. j OF WALL ; I O I 30 15 33 1 48 MEAT REFRIG 18" • 5-I5P • 115 100 1/2 12 12 114 A 42 +re DO NOT ROUGH-IN ELECTRICAL IN WALL UNTIL AFTER REFRIGERATION LINES 1 49- GRlueooD _-ae" • uz 12 iz-- A 39-- a9 ; Z OUTLET ELEVATION I LL ] c ° 57 81DRY GOODS1 49.1 POWER ROOF VENT 42" • • 208 3 5 1/2 12 12 B 25,39 29 49 CUSTARD MACHINE COMPRESSORS: i AT KITCHEN UNE--- EC TO FURNISH AND INSTALL 3 THREE WEATHERPROOF FUSED DISCONNECTS ON BUILDING -- - -- I BO. 5,1 51 GRIDDLE l8" • • 115 1.32 1/2 12 12 A 13 51 12 MC ROOF.ERIFYLOCATION W .C.EACH PLUG REQUIRES A 4"SQUARE BOX AND A SINGLE I C 1 56 DUN WARMER 24" • 5-15P • 115 2.1 1/2 12 12 Al30 GANG RING. l g9 z 1 58 FRY STATION HEAT_LAMP 60"_ • • 115 15_.5 1/2 12 12 C __ 9 58 66. REQUIRES A 3 WIRE SERVICE WITH IISV FOR NEUTRAL I S1 / J t=n 1 60.1 EPOWERRSROOF VENT Zp • 1/2 12 12 A 39 59 70. REQUIRES((1)DEDICATED CONNECTION.EC TO FURNISH AND INSTALL CORD CAP TO MATCH 14 .. I. ".y ' ¢ " 1 6g.2 FRYERS 24 •H • 208 6 6 1/2 12 12 B 26,28,30 59 OURFT PROVIDED. r 80.3 r x • 5-ISP • 115 89 1/2 12 12 A 13 fi0 BO.I FABRIGTORTO PRE-WIRE SOUP WELL THIRD CONTROLS MOUNTED INSIDE CABINET TO 306 L---- _ • 5-I5P • 115 89 1/2 12 12 Al13 60 SINGLE CONNECTION POINT. 2A8 I C 1 43 I� 1 59 FRYER HOOD 48 -PROVIDE NON-FUSED DISCONNECT.COMPRESSOR IS FOR THE COLD PAN&THE 1 61 FISH REFRIG 24" • 5-I5P • 115 7.0 1/2 12 12 1/4 A 8 I 75 A - l I 1 63,11 REMOTE COMPRESSOR 42' • • 208 12.5 1/2 12 12 3 B 2,4,6 63 812 H EDAO WRREP UGTROUND SYSTEM FABRICATOR TO IPRRE WIREHEATIAMPS/JGNS i102 VENTS r' "-`. 42 48 Q -- - ------- THRU CONTROLS MOUNTED AT THE BOTTOM REAROFTHE PASS THRU TOASINGIE -- f --- I �t8 q JB 22,2466 TOI • • 208 17.0 1/2 10 10 3 B l35 63 CONNECTION POINT _DRINKS&CONDO _ *U32 OTE COMPRESSOR 42' • 208 1z0 1/2 10 10 3 B 7 9 11 63 CONNECTON POINT 103"- O 22"63.1 CUSTARD MACHINE 54'1 fi3.2 CUSTARD MACHINE 30 • • 2" 12 5 1/2 12 12 3 B g 10,12 63 84. BY COFFEE SUPPUER-ERIFY ALL R UIREMENTS.EC TO FURNISH AND INSTALL CORD(AP ` 20 20 L---- `- ~ ^TARD MACHINE 42" • • 208 ITO 1/2 10 10 3 B 13,15,17 63 TO MATCH OURFT PROVIDED. EQ ^OTE COMPRESSOR 42" • • 208 125 1/2 12 12 3 B 14,16,18 63 86, BY OWNER-VERIFY ALL REQUIREMENTS. �103*A q 104 " I(� . 21 NSUNDAE PREPooTARD HOPPER COMP 18' • • 115 7.0 1/2 12 12 1/4 B 36 96. BY SODA SUPPLIER,VERIFY ALL REQUIREMENTS rn --_ _. --' IL a 1 66 ICE MACHINE 901, • • 208 12.6 1/2 12 12 A 22,24 66 97. BY SODA SUPPLIER.VERIFY ALL REQUIREMENTS. -- _A C - 1 69.1 ASTRO BLENDER 24" • -f -.-_- •-__ 115 2.1 1/2 12 12 3/4 Cl19 103 BY SODA SUPPLIER.VERIFY ALL REQUIREMENTS. .. ,, : :; T 117 7�4 36 69.3 - > 1 69.2 ASTRO BLENDER 24" • • 115 2.1 1/2 12 12 3/4 Cl21 ...,�., <� 0 11" 11' PROVIDE CONDUITTO 8'-6"A.F.F.FORFIRE a 1D4. K SUPPLIER.VERIFY ALL REQUIREMENTS. - C 69.4 A B A SUPPRESSION SYSTEM CONTROLS 1 693 ASTRO BLENDER 24° • • 115 2.1 12 12 12 3/4 C 36 19 69. I.to,35 U 70 2 4 8 B' 41 9 -- 1 69.4 ASTRO BLENDER 24' • • 115 2.1 1/2 12 12 3/4 C 35 -- - 1 70 MILKSHAKE MACHINE 24' • L15-20 • 208 I6.0 1/2 12 12 1 A 2,4,6 70 _ 72 8" 42"J OFFICE n/ O A R Ll 1 72 SYRUP DISPENSER 24' • 5-15P • 115 3 8 1/2 12 12 A 16 16 ELECTRICAL,PHONE,COMM, _ 1 74 REFRIG.COUNTER 24" • 5-15P • 115 10 0 1/2 12 12 1/4 A 19 REQUIREMENTS BY OTHERS,S. UTILITY . - t6 N 1 875 B/CSOUPWELL 24" • • 115 100 1/2 12 12 1/4 A 18 (VERIFY WITH OWNER) I- )- 1 75 DIPPING CABINET 24' • -- • 208 7 7 1/2 12 12 C 11,13 80.1Dad Fire Protection System System Interconnect q 97 �f'p►i00M `,. QFTJ['F 116 - E3,Actuation of[he extinguishing system shall automatically shut down the fuel or electrical power supply to --T 17 A84,• • 115 6.2 1/2 12 12 1/2 C 12 80.2 N1+11,1Y.RECEPT. 48 •' • 115 16.0 1/2 li 12 C 14 cooking equipment,lighting fMures and electrical outlets located within or under the hood. --L A 17 98 _ ,V.RECEPT 48 • • 115 16.0 1/2 12 12 C 15 ype hood shall be installed above all commercial cooking appliances that produce grease vapors and comply 94 __ -� J 1 RECEPT 48 • • 115 ]6.0 1/2 12 12 C 16 with the International Mechanical Code.(IFC 609)The electrical wiring shall meet the IEC.(IFC 904.3.3)7b)ALEFT SIDC1 • • 115 16.0 1/2 12 12 _ C 17 manual actual on device shall be installed near the means of egress from the cooking area no farther 20 feet from _ -1 V.RECEPT 41" • 115 16.01/2 12 12 C 18 the hood system.The device shall be mounted no higher than 48 inches or lower than 42 inches from the floor. 2523 93 FS POWER PLAN - 10 2 Seats w1 81HEY.RECEPT 24' � (904.11.1)7c)Actuation of the system shall automatically shut down the fuel or power supply to the cooking SEE SITE PLAN FOR � IL 1 WI COFFEE MAKER 48" • L14-20 • 208 15.5 1/2 12 12 C 5,7 _81 � equipmen and the hood lighting. 1 Bfi MENU BOARD 129" • � II I II NORTH ORIENTATION REAR ^ 1 81 HEATED PASS-THRU 24' • • 208 13.9 1/2 10 10 A 21,23 as r SCALE: 1/4 = 1 -0 FRONT O _ � • "1 160 1/2 12 12 A 25 86 \ Q/ e I 93 D/U CONV.RECEPT. 48" • t • 115 16.0 1/2 12 12 C 23 _- _ __.. dn..e-mr,.D RIGM BIDE 11 O (6 1 94 D/U CONV.RECEPT. 48" •_ : • 115 16.0 1/2 12 12 C 25 LL C 1 96 ICE,/SODA DISPENSER 12' • • 115 5.2 1/2 12 12 A 17 96 G 1 97 CARBONATOR 12" • • 115 71 1/2 12 12 113 A 17 97 1 98 ICE TEA BREWER 48" • 5-15P • 115 148 1/2 12 12 A 32 F- Cn - U� 1 103 ICE/SODA DISPENSER 24 • • "1 52 1/2 12 12 A 20 103 -------------- _-sm:- - r ----- ---- W W L� > 1 1D4 CARBONATOR 24' • • - - 115 7.2 1/2 12 12 1/3 A 20 104 1 106 CUSTARD CAKE COOLER 76" • 5-20P • 115 13.9 1/2 12 12 3/4 A 26 I ;;! � > ,pN n p� = 3 1 J-, N OCC 3 0 0B 1.3 2.3 i a O U JO G tJ d 40 19,21,23 ELECTRICAL CONNECTIONS IN FREEZER/COOLER FS LEGEND -I Ownership of Instruments of Service AT ref �Rrf�tes= COOLER FREEZER omputer files,field data,and other JB ELECTRICAL]UNCTION BOX �� documents and instruments rn-tspreparedof se the IE 2E DOOR/LIGHT ASSEMBLY CONNECTION POINT 69.1 8 Design Professional as Instruments of service 1F 2F LIGHT CONNECTION POINTS(A)-LOCATIONS TOTAL DOUBLE DUPLEX OUTLET O 26,28,30 35 6 shall remain the property of the Design O Professlonal.The Design Prof esslonal shall 2G JUNCTION BOX CONVENIENCE OUTLET FOR HEAT TAPE retain all common law,statutory and other 1H 2H COIL CONNECTION POINT DUPLEX OUTLET served rights,inclutling the copyright I [hereto and[hey shall not be disclosed to FEC GENERAL NOTES: SINGLE OUTLET acne s,used,re iced,or reproduced in whole in part,for any reason without prior written 1. FEC TO FIELD VERIFY ALL ROUGH-IN LOCATIONS AT EARLY DATE TO ENSURE CORRECT PLACEMENTS I sent of Southwest Design Associates,Inc. AND QUANTITY,NOTE ANY CHANGES AND SUBMIT TO ARCHITECT AND CONSULTANT FOR APPROVAL. =@ GFCI DUPLEX OUTLET B 2. FEC TO COORDINATE WITH EC ON EXISTING EQUIPMENT ELECTRICAL REQUIREMENTS. 4"SQ.,DEEP BOX.12 GANG PIASTER 49• 25 27 29 RING,20 AMP DEADFRONT GET&NEMA 5 20 AMP SINGLE RECEPTACLE. r3 I LICENSED ELECTRICAL GENERAL NOTES: C3 EVAPOR C TO CONNECT.WALK-IN DOOR LIGHT. 3.1 2 4,6 I A R C H I T E CT 1. THE CENTER LINE OF THE ROUGH-IN.ALL DIMENSIONS ARE FROM FINISHED WALLS AND ADDITIONAL VAPOR PROOF UGHT I 3.2 B O - AR 1484 FLOORS. ¢ PROVIDED BY FEC.EC M MOUNT AND 8,10,12 2. UNLESS OTHERWISE NOTED ALL WALL MOUNTED SINGLE AND DUPLEX RECEPTACLES ARE TO BE CONNECT. 3 3 B MOUNTED VERTICALLY. RLI>NL FIRE SUPPRESSION CANISTERS 14,16,18 (] m 3. WHERE POSSIBLE THE ROUGH-INS ARE TO BE CONCEALED IN THE WALL OR FLOOR AND IJ NEMA 1 SAFETY SWITCH STUBBED OUT AT THE HEIGHTS INDICATED. JAMES .L CHTV Q 4. PROVIDE ALL RECEPTACLES CONDUIT CONTACTORS CONTROLIFRS,SWNCHES DISCONNECTS, {1R SWITCH STATE 0 I HO FEC FORSTALIATION BY THE EC,Tt!D IN THE ELE COINLSCHEDULE AS FURNISHED BY THE CIRCUITRY LEGEND NOV 05 20i, b PAN EL DESIGNATION 5. INSTALL DEVICES FURNISHED BY FEC AND INDICATED ON THE ELECTRICAL/MECHANIG4L coNNErnoN I ❑ ugnwl BY cx6cgeD UV SCHEDULE. 1 CQ 6 COORDINATE FURNISHED EQUIPMENT. PURVEYOR FOR ELECTRICAL REQUIREMENTS ON ALL 888 00 �ER FS ROOF POWER PLAN 102 Scuts 0 �PROJECI'NUMBER 7. EC TO PROVIDE G.F.I.STYLE OUTLETS WHERE CODE DICTATES THEY SHOULD BE IN WET AREAS. oFSlcxanON LEFT SIDE entry Y 1325 8. REFRIGERATION LINES ARE TO BE RUN IN WALLS PRIOR TO ELECTRICAL RUNS. FIXTURE �ID �ma n SCALE DATE Noted 1 1-4-1 3 rr BEE SITE PLAN FOR FRONT BEAR DRAWL L{ NORTH ORIENTATION 7 dn,.o-rnr,.D RIGHT BIDE 3 ITEM P.O.S.SYSTEM ROUGH-IN SCHEDULE POINT OF SALE NOTES U Al 00 SINGLE D.O.MOUNTED IN A SINGLE J-BOX,18"AFF.AND PLACED DIRECTLY BELOW"A2'. 1. (3)-115/120.0 AMP EACH ARE REOoUIRED FOR ENTIRE P.O.S.SYSTEM.EACH __ ____ ____ -_ �--- CIRCUIT IS TO E DEDICATED WI1fl ISOLATED GROUNDS. "" L� A2 4"QUAD J-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY,AT 48'AFF. 2. 3/4'AND 1"CONDUITS ARE LISTED.I"IS ACCEPTABLE TO USE IN PLACE OF THE _ - ') 1� M PROVIDE(1)-Y4"CONDUIT EXTENDING UPWARD IN WALL TO ABOVE FINISHED CEILING. 3/4'LISTED.HOWEVER THE 2'CONDUIT LISTED MUST REMAIN AT 2". �+ 4"QUAD]-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY,AT 78'AFF. 3. CASH REGISTER AND WIRELESS ORDER SYSTEM SUPPLIER TO PROVIDE ALL G CIS �', $ C PROVIDE(1)-3/4"CONDUIT EXTENDING UPWARD IN WALL TO ABOVE FINISHED CEILING. CABLES TO ELECTRICAL CONNECTIONS. I '� 0 jS ti Cl SINGLE D.O.MOUNTED IN A SINGLE]-BOX,68"AFF.AND PLACED DIRECTLY BELOW V. 4. ELECTRICAL CONTRACTOR TO PULL ALL CABLES AS REQUIRED BY THE SYSTEM COOLER- �0 Q aSUPPLIERS.CABLES SUPPLIED BY RDS, FREEZER O g w SINGLE GANG MUD RING MOUNTED VERTICALLY(NO BOX NEEDED),AT 85"AFF.PROVIDE � V , D (1)-2'CONDUIT EXTENDING UPWARD IN WALL TO ABOVE FINISHED CEILING. 5. ELECTRICAL CONTRACTOR TO PROVIDE ALL LOVER PLATES AS REQUIRED BY SYSTEM SUPPLIER.COORDINATE ALL REQUIREMENTS A -- - DI DOUBLE D.O.MOUNTED IN A QUAD]-BOX,85"AFFAIGHT OF LOCATION'D'ON OTHER 6. COORDINATE OUTDOOR MENU BOARD COMMUNICATION REQUIREMENTS WITH SIDE OF SAME STUD. LE ORDER M SUPPLIER. WIRELESS 0 SYSTEM SU 1 1 O S 4'QUAD]-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY,AT 48"AFF. 7, SEE DRAWINGS E-2 AND E-3 FOR OTHER POWER,PHONE AND COMMUNICATION �.d CIS PROVIDE(1)-3/4'CONDUIT EXTENDING UPWARD IN WALL TO ABOVE FINISHED CEILING. REQUIREMENTS. SI SINGLE D.O.MOUNTED IN A SINGLE]-BOX,48'AFF.RIGHT OF LOCATION'S'ON 8. ALL P.O.S.COMMUNICATION(LOW VOLTAGE))-BOXES SHOULD BE THE 4"QUAD OTHER SIDE OF SAME STUD. SIZE WITH A SINGLE GANG MUD RING. HALL �f 4°QUAD]-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY,AT 48"AFF. 9. ALL DIMENSIONS ARE TO THE CENTER OF THE OUTLET BOX. 1 QQ �1 F PROVIDE(1)-3/4'CONDUIT EXTENDING UPWARD IN WALL TO ABOVE FINISHED CEILING. 10. VERIFY AND COORDINATE ALL LOCATIONS AND HEIGHTS WITH SYSTEM Q-I - Fl SINGLE D.O.MOUNTED IN A SINGLE]-BOX,18"AFF.AND PLACED DIRECTLY BELOW'P. SUPPLIERS _ ., Q H I ABOVE .--i N io T 4"QUAD]-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY AT72'AFF. POINT OF SALE LEGEND � 00 PROVIDE(1)-3/4"CONDUIT EXTENDING UPWARD IN WALL TO ABOVE�FINISHED CEILING. "'AA-38 H2 BELOW • M OZ POINT OF SALE PLACEMENT ID WCOMMUNICATION PREP AREA d- 00 - SINGLE D.O.MOUNTED IN A SINGLE]-BOX,72'AFF.AND LEFT OF LOCATION T TO CONDUIT UNDER FLOOR a Tl (2)�"C.TO RUN UP STUD 1 4 P� THE NEXT STUD. 0-05 PANEL LOCATION&BREAKER NUMBER INTO CEILING SPACE BL O M I G 4'pUAD]-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY,AT 85"AFF. 4"SQ.DEEP BOX w/2 GANG PIASTER RING,20 AMP �0- _=_- _ B A- O PROVIDE(1)-3/4"CONDUIT EXTENDING UPWARD IN WALL TO ABOVE FINISHED CEILING. ® DEADFRONT GFl&NEMA 5,20 AMP SINGLE RECEPTACLE 1 SINGLE D.O.MOUNTED IN A SINGLE J-BOX,68"AFF.RIGHT OF LOCATION Yi'TO THE DEDICATED CIRCUIT FOR SINGLE DUPLEX OUTLETS W/ (NT CBI RUNUP �4 Gl AA��.. INTO CABINET SPACE NEXT STD. 'orl'` ISOLATED GROUND 4'QUAD J-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY AT 54"AFF.AND A-36 ,n,1,, G2 SHOULD BE PLACED DIRECTLY SELOW'G'AND JOINED WITH A 3/4L CONDUIT. �„ DEDICATED CIRCUIT FOR DOUBLE DUPLEX OUTLETS W/ 'dIn Il A-39 A-38 B2 H-� ISOLATED GROUND I I KI O R3 4"QUAD]-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY,AT BS'AFF. COMM.]UNCTION BOX INSIDE CABINET ISLAND UP AGAINST TOP LU K PROM (1)-3/4"CONDUIT EXTENDING UPWARD IN WALL ABOVE FINISHED CEILING. &BACK OF CABINET(TYP.3 LOCATIONS) I. I U TOILET A--� cu P. O CONDUIT STUB FROM UNDER SLAB > t'--I OQ R4 4'QUAD J-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY,AT 54'AFF.AND cc 11 J �4 ixrILI SHOULD BE PLACED DIRECTLY BELOW T8B'AND]DINED WITH A 3/4"CONDUIT. LABEL ALL SWITCHES,OUTLETS,AND EQUIPMENT CONNECTIONS DINING w I w o `-�i E-I D: A-36 /-I WITH PANEL DESIGNATION AND BREAKER NUMBER. a ®N I cc Luc 3 O SINGLE D.O.MOUNTED IN A SINGLE]-80X,85"AFF.RIGHT OF LOCATION ON D-IS WI 1 Ol 2 W'- OTHER SIDE OF SAME STUD. w ^ A-38 , CONTACT PETER RIEWER OR GERRY ERTL AT RETAIL ¢ o 4"QUAD J-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY,AT 70"AFF.AND DATA SYSTEM AT 1-262-896-2600 PRIOR TO o I T~n Nl H SHOULD BE PLACED DIRECTLY BELOW'H1'AND JOINED WITH A 3/4'CONDUIT, VERIFY EXACT LOCATION cc ROUGH IN OF THE P.O.S.SYSTEM TO VERIFY ALL WITH OWNER&SUPPLIER I Aas MI N SINGLE GANG MUD RING MOUNTED VERTICALLY(NO BOX NEEDED)AT 85"AFF.PROVIDE OF A-36 ABOVE HI (1J-2"CONDUIT EXTENDING UPWARD IN WALL,70 A POINT BETWEEN THE BOTTOM OF ROUGH-INS. _ `dig' BEL THE TRUSS AND ABOVE THE FINISHED CEILING.STUB TOWARDS FRYER HOOD. U OWNER TO COORD.EXACT YOUT WITH OW H2 D UBLE D.O.MOUNTED IN A QUAD]-BOX,85"AFF. RETAIL DATA SYSTEM DOES NOT PULL ANY LOWJ L __1 KITCH SUPPLIER FOR THSSEr"N'NI" NOEXTSTUD. —LEFT OF LOCATION'H1'TO THE VOLTAGE COMMUNICATIONS CABLE. THE Q2 112 ------ (SINNGLE GANG MUD RING MOUNTED VERTICALLY,(NO BOX NEEDED AT 64"AFF.PROVIDE ELECTRICAL CONTRACTOR(EC)IS RESPONSIBLE FOR uE Q2 _ DRY GOODS2" NDIJIT - I THE TRUSS AND A OVEDING UPWARD THE FIN SHEDIN WCEILI VALG�.STUB TOWARDS REAR OF T A POINT R EN THE HE OF 9ELOw RESTAURANT. THE PULLING OF ALL P.O.S.LOW VOLTAGE CABLE RI a-38 Ql DISH SHIN u EC SHOULD INCLUDE THIS IN THE BID PROCESS. R O 11 1, d DOUBLE D.O.MOUNTED IN A QUAD J-BOX AT 64"AFF.RIGHT OF LOCATION'P ON BOVE R2 6 ¢ w3 OTHER SIDE OF SAME STUD. Av BELOW G , Zg R 4"VD J-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY,AT 85"AFF. ENTRY . PROVIDE(1)-3/4"CONDUIT EXTENDING UPWARD IN WALLTO ABOVE FINISHED CEILING. 2'-2. — S RI Nl .EXTDO.MOUNTED IN A SINGLE]-BOX,85"AFF.LEFT OF LOCATION'S"TO THE 106 O R3 R5 R2 4"QUAD J-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY Y AT 54'AFF.AND ABOVE R4 N SHOULD BE PLACED DIRECTLY BELOW'R'AND)OINED WITH A 3/4CONDUIT. A40 SUNDAE PREP _ LL_ 8 Gl SINGLE GANG MUD RING MOUNTED VERTICALLY TNO BOX NEEDED)AT 8'ABOVE G 111 OFFICE �r �_ PASS-THRU R.O.PROVIDE 1)-2"CONDUIT EXTE DING UPWARD IN WALL,TO A POINT ABO G2 t 17 m 1 ( S BETWEEN REAR R TRUSS AND ABOVE THE FINISHED CEILING.STUB TOWARDS REAR OF THE RESTAURANT. $1 BELOW J1 SINGLE D.O.MOUNTED IN A SINGLE J-BOX AT 8'ABOVE THE PASS-THRU R.O.MOUNT BELOW _ Q SIDE BY SIDE WITH LOCATION](WITH A STUD IN BETWEEN.DOWNSTREAM C CI A 0 DRIVE-THRU ABOVE Pl OUTLETS WY 9Cf"Mf'Wf'NV26'Or TO BE LMR FROMTHIS OUTLET. PROVE P p-q0 'r5 BELOW A-ae SERVICE ROOM PS P3 FLOW UTIUTYRM Q N K SINGLE GANG MUD RING MOUNTED VERTICALLY(NO BOX NEEDED)AT 8"ABOVE w PASS-THRU R.O.PROVIDE((1)-P CONDUIT EXTENDING UPWARD IN WALL TO A POINT Dl A-00 04 0 1� 0 A-40 118 BETWEEN THE BOTTOM OF THE TRUSS AND ABOVE THE FINISHED CEILING.STUB -- P2 eovE Cd TOWARDS REAR OF THE RESTAURANT. D Kl SINGLE D.O.MOUNTED IN A SINGLE J-BOX,LEFT OF LOCATION'V. l • F ,^'�• o -' ^ 'MBE OVE FI A36 4"OUAD]-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY,AT 20'AFF, A A2 AL A-36 Ah. BELOW U J M PROVIDE(1)-3/4"CONDUIT EXTENDING UPWARD IN WALL TO ABOVE FINISHED CEILING. ABOVE rli" SINGLE D.O.MOUNTC-0INASINGLE]-BOX 26"AFF.NI'AND'M1'ARE STACKED IN BELOW �-O A3T Tl SEE SHEET E5 FOR SERVICE PANEL&BREAKER DESIGNATIONS z O MS THE SAME STUD SPACE UNDER THE LEFT EbGE OF PASS-THRU. - W D- N EI QUAD J-BOX WITH SINGLE GANG MUD RING MOUNTED HORIZONTALLY.POSITION I V OXES'N'AND'Nl'IN CEILING. 6" LEFT SIDE O �[ -" NI DOUBLE D.O.MOUNTED IN A QUAD J-BOX,LEFT OF LOCATION N'AFTER BUN TABLE IS s IN PLACE. a^ Q C Y� EEI POINT OF SALE (P.O.S.) PLAN - 102 Seats FROMREAR �, �, m ¢ SCALE; 1/4" = 1'-011 Q OFFICE LOCATION-VERIFY CEILING HEIGHT B WALL CABINET LOCATIONS- eera+n,,.D RIGHT SIDE U_j Lu BOXES ARE NOT TO BE BEHIND CABINETS > N V o SINGLE]-BOX WITH SINGLE GANG MUD RING MOUNTED HORIZONTALLY.PROVIDE V(�( j l(1 K 3 16 (1)-2"CONDUIT EXTENDING UPWARD IN WALL TO A POINT 3" ABOVE TOP PLATE, P AAND(1)-3/4"CONDUIT TO LOCATION'Pl'.SINGLE J-BOX TO BE MOUNTED 8" O 0 v O y BELOW FINISHED CEILING NOT TO EXCEED A MAXIMUM HEIGHT OF 108'AFF. w_ U J O as Pl 4"pUAD J-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY,AT 18"AFF. PROVIDE(1)-3/4'CONDUIT EXTENDING UPWARD IN WALL TO LOCATION'P'. P2 DOUBLE D.O.MOUNTED IN A QUAD J-BOX,8"BELOW FINISHED CEILING NOT TO EXCEED Ow��i n oT ^Instruments of^S Srvice A MAXIMUM HEIGHT OF 108" FF.AND A MIN.OF 12`RIGHT OF LOCATION'P'. computer files,Held data,and other documents and Instruments prepared ts of se the P3 SINGLE D.O.MOUNTED IN A SINGLE]-BOX,18"AFF.LOCATE IN THE SAME STUD SPACE Design an remain the property of thssional as e Design wire AS LOCATION'P2'. Professional.The Design Professional shall retain all common law,statutory and other P5 4"(VD]-BOX WITH SINGLE GANG MUD RING MOUNTED 8'BELOW FINISH CEILING NOT r served rights,Including the copyright EX thereto and they shall n t be disclosed to TO CEED A MAXIMUM HEIGHT OF 108'AFF.AND A MIN.OF 12"LEFi OF LOCATION'P. others,used,revised,or reproduced in whole or in part,for any reason without prl^r written Cent of Southwest Design Associates,Inc. Q 4"QUAD]-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY,AT BS'AFF. - PROVIDE(I)-3/4"CONDUIT EXTENDING UPWARD IN WALL TO ABOVE FINISHED CEILING. �y QI SINGLE D.O.MOUNTED IN A SINGLE]-BOX,85"AFF.LEFT OF LOCATION RT TO THE i" NEXT STUD. LICENSED t Q2 4'QUAD SHOULD EBOX WITH SINGLE GANG MUD RING PLACE DIRECTLY BELOW NY AND JOINED WITHA344 CONDUIT. AND ARC AITECT R 1484 W 4'pUAD J-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY,AT 308'AFF. PROVIDE(1)-3/4'CONDUIT EXTENDING UPWARD IN WALL TO ABOVE FINISHED CEILING. SINGLE D.O.MOUNTED IN A SINGLE]-BOX,108"AFF.RIGHT OF LOCATION W ON i UADEIWES ICH 0 W1 OTHER SIDE OF SAME STUD. SATE o AHo NOV 0520131 ' DRAWN BY CHECKED BY s B BELLOW B7;X WITH SINGLE.PROVIDE(1)3/4'CONDUIT EXTENDING MOUNTED UPWARDCIN Vf OTRAQT6AE0VE ..UI RPT FINISHED CEILING. PROJECT NUMBBER i s Bl SINGLE D.O.MOUNTED IN A SINGLE]-BOX,85'AFF.DIRECRYABOVE'B'. 1325 4~ 92 4'PROVIDE(1UAD �3/4 FLEXIBLE CONDUIT DIR WITH SINGLE GANG MUD ENG MOUNTED ECTLY TO'B'L.00ATIONI,AT 32 AFF ScwEE I DATE Noted I I-4-13 DRAWING SHEET pi PANEL "A" - 225 AMP RATED 120/208/30.4WIRE PANEL "BIT - 225 AMP RATED 120/208/30.4WIRE ALL BREAKERS SHALL BE"SERIES"RATED"COMBINATIONS"(10,000/65,000 AIC MIN.) ALL BREAKERS SHALL BE^SERIES"RATED"COMBINATIONS"(22,000/65,000 AIC MIN.) 00 pp,, s-^1 IAMPS DESCRIPTION&CONNECTED LOAD PHASE DESCRIPTION&CONNECTED LOAD AMPS/ B AMPS/ DESCRIPTION LOAD PHASE DESCRIPTION&CONNECTED LOAD AMPS/ M POLES A B C POLES POLES A B C POLES � m m m n 1 38.0 54.0 4 16.0 2 1 17.0 29.5 12.5 2 ..," 3 50/3 BOOSTER HEATER S26 38A 54.0 SHAKE MACHINE#70 16.0 20/3 4 3 20/3 CUSTARD MACHINE#63.1 17.0 29.5 CUSTARD COMPRESSOR#63.11 12.5 20/3 4 /I 0 5 38.0 54.0 16.0 6 5 17.0 29.5 12.5 6 •�# �„ r. 7 " 7.0 FISH REFRIGERATOR*61 7.0 20/1 8 7 17.0 29.5 12.5 8 9 �s 40.0 40.0 IO 9 20/3 CUSTARD MACHINE#63.2 17.0 29.5 CUSTARD COMPRESSOR#63.21 12.5 20/3 10 •r SPEED OVEN#35 50/2 O 11 40.0 40.0 12 11 .17.0 29.5 12.5 12 I5 13 20/1 GRIDDLE#51&FRYERS#60.1&#60.2 10.2 23.2 DISHWASHER#25 13.0 -20/1 14 13 17.0 29.5 12.5 14 15 o �, SHUNT FOR BREAKER#13 7.6 SYRUP DISPENSER#72 7.6 20/1 16 15 20/3 CUSTARD MACHINE#63.3 17.0 29.5 CUSTARD COMPRESSOR#63.31 12.5 2013 16 (n 17 20/1 SODA/CARS:#96/#97 12.4 22A CUSTARD DIPPING$75 10.0 20/1 18 17 17.0 29.5 12.5 18 19 20/1 REFRIGERATOR COUNTER#74 10.0 22A SODA/CARS.#103/#104 12.4 20/1 20 19 9.3 21.0 11.7 20 Y 3 21 13.9 26.5 12.6 22 21 20/3 COOLER CONDENSER#1.3 9.3 21.D FREEZER CONDENSER#2.3 11.7 30/3 22 E� 30/2 COFFEE MAKER#84.1 ICE MACHINE#66 20/2 23 13.9 26.5 12.6 24 23 9.3 21.0 11.7 24 a 25 20/1 INTERIOR MENU BOARD#Bfi 16.0 29.9 CUSTARD CANE COOLER 5106 13.9 20/1 26 25 3.5 10.1 27 20/1 WARMER DRAWER 938.1 3.8 17.8 UNDER COUNTER REFRIG.S44 14.0 2011 28 27 20/3 EXHAUST HOOD#49.1(GRILL)PIN•7 3.5 10.1 EXHAUST HOOD 559.1(FRYERS) N PRV-9 0 00 29 20/1 BUN TOASTER#43 13.0 15.1 BUN WARMER#56 21 2011 30 29 3.5 10.1 • M 31 20/1 FRYER OIL RECOVERY#Tat a Ixa 16.0 30.8 ICED TEA BREWER$98 14.8 20/1 32 31 20/1 COOLER COIL#1.2 3.6 19.3 ^l FREEZER COIL#2.2 (1.J x 33 20/1 BAG-IN-THE-BOX S15 16.0 24.0 RECEPT.#19(4 LOCATIONS) 8.0 20/1 34 33 20/1 COOLER BOX 31.1 3.0 18.7 �Q•x M 35 20/1 REFRIG.BASE*37 4.0 200 POINT OF SALE SYSTEM(POS) 16.0 20/1 36 35 20/1 DISHWASHER HOOD#25.1 PRV•4 5.8 12.8 HOPPER COMP,*63.4 20/41 H+y Cb 37 20/1 FREEZER#34 12.0 28.0 POINT OF SALE SYSTEM(ROB) 16.0 20/1 38 37 20/1 FREEZER BOX#2.1 5.0 21.0 OLER/FREEZER OUTLETS 41A&2. O 39 IS/1 K.F.C.C.CONTROL INPUT 12.0 28.0 POINT OF SALE SYSTEM(PoS) I6.0 20/1 40 39 20/1 FIRE SURF.#28.1 16.0 21,1 PRV•f(3.fbN8RESIROOMS EF#1(1SA) ^• I F+ 41 20/1 WARMER CABINET 138.2 14.1 24.1 MEAT REFRIGERATOR#48 10.0 20/1 42 41 20/1 FIRE SUPP.#28.2 16.0 32.0 RECEPT.AT RTU#1&#2&PARAPET I 195.3 197.9 202.1=71,489 VA 159.9 159.4 164.4=58,087 VA (V � �•� LARGEST MOTOR(CUSTARD COMPRESSOR#63.1=(12.5Ax2O8VxSQ.RT(3)x25%=1,125 VA C/0 =PROVIDE ISOLATED GROUND BAR IN PANEL"A"&INSULATED ISOLATED GROUND IN CONDUCTOR FROM PANEL TO SERVICE ENTRANCE PANEL. TOTAL DEMAND ON PANEL'B' =59,212 VA TOTAL MOTOR LOAD=365.6 amps =SYMBOL INDICATES BREAKER LOCKON PROTECTION TO BE PROVIDED ,24� ®=SYMBOL INDICATES EQUIPMENT PROTECTION TO BE PROVIDED EMPTY--' 00 ^INDICATES BREAKER SLOT NOT BEING USED L O C) C PANEL "C" - 225 AMP RATED PANEL I'D" - 225 AMP RATED L01 120/208/30.4 WIRE 120/208/30-4 WIRE � ALL BREAKERS SHALL BE"SERIES"RATED"COMBINATIONS'(10,000/65,000 AIC MIN.) ALL BREAKERS SHALL BE'SERIES"RATED"COMBINATIONS"(10,000 165,000 AIC MIN.) IPMPS/OLES DESCRIPTION&CONNECTED LOAD PHASE DESCRIPTION LOAD AMPS/ AMPS7 DESCRIPTION LOAD PHASE DESCRIPTION&CONNECTED LOAD AMPS/ Q �{ POLES A B C POLES POLES A g C POLES 1 20/1 COOKER WARMER 49.1 12.5 25.0 COOKER WARMER#9.2 12.5 20/1 2 1 20/1 EXTERIOR MENU,SPEAKER,PRE-ORDER8.4 18.8 LED ACCENT LIGHTING 10.4 2011 2 �( 3 20/1 COOKER WARMER#9.3 12.5 25.0 COOKER WARMER#94 12.5 20/1 4 3 30/1 ELECTRIC MESSAGE BOARD 20.0 36.0 SIGNAGE(building&directional) Ifi.O 20/1 4 C'IV 5 15.5 31.9 16A 6 5 2011 MONUMENTSIGN 10.0 26.0 DUMPSTER ENCLOSURE 16.0 20/I 6 20/2 PASS-THRU#81 MICROWAVE#36 20/2 7 15.5 31.9 16,4 8 7 2011 LIGHTING(24hrs) 2.1 16.5 SECURITY SYSTEM RECEPT, 14.4 20/1 8 9 2011 FRY STATION HEAT LAMP#58 I5.5 t5.5 --EMPTY 10 9 20/1 LIGHTING(emergency&But) 7.6 23.6 RECEPT.(dining perimeter) 16.0 20/1 10 11 7.7 13.9 SERVICE COUNTER#80.2 6.2 2011 12 11 20/1 INTERIOR LIGHTING(customer0rder) 4,8 8.4 EXTERIOR LIGHTING 3.6 20/1 12 �u 2011 SOUP$80.1 G 13 7.7 23.7 SERVICE COUNTER#80.3 I6D 20/1 14 13 20/1 INTERIOR LIGHTING(kitchen areas) 11.5 13.8 INTERIOR LIGHTING(reatrooms) 2.3 20/1 14 15 2011 SERVICE COUNTER#80.4 16.0 32.0 SERVICE COUNTER#80.5 16.0 20/1 16 15 20/1 RECEPT.(Internet) 16.0 24.0 INTERIOR LIGHTING(dining) 8.0 20/1 16 Q 17 20/1 SERVICE COUNTER#80.6 16.0 32.0 SERVICE COUNTER#8oJ 16.0 20/1 18 17 20/1 RECEPT.(dining core) 16.0 32.0 RECEFT.(dining pedmeter) 16.0 20/1 18 19 20 11 ASTRO BLENDERS#69.1 2.1 24.1 DRYER(LU-1) 22.0 3012 20 19 20/1 RECEPT.(customer service) 16.0 32.0 RECEPt,(FS/kitchen convenience) 16.0 20/1 20 U7 21 20/1 AST0.0 BLENDERS#69.2 2.1 29.1 22.0 22 21 20/1 RELEPT.(above windows at dinlrg) 36.0 32.0 RECEPT.(9f8ce) Sfi.0 20/1 22 (Q In 23 20/1 DRIVE-UP COUNTER#93 16.0 26.0 WASHER(LU-1) 10.0 20/1 24 23 20/1 GFCI RE[EFl.&ELECRONIC EYES(rts0opm) 16.0 320 GFCI RECEPT.(extenar) 16.0 20/1 24 n 25 20/1 DRIVE-UP COUNTER#94 16.0 26.3 CUNO 1 RECIRCULATING PUMP T SOFTENER 10.3 20/1 26 25 16.0 16.0 --EMPTY--- 26 3 p'Sj 27 2011 TELEPHONE SYSTEM 16.0 26.0 WATER HEATER 10.0 20/1 28 20/2 PARKING AREA LIGHTS C 27 16,0 16.0 ---EMPtt-- 28 29 2011 IRRIGATION SYSTEM 16.0 32.0 FIRE SPRINKLER ALARM 16.0 2011 1 30( 29 ---EMPTY--- 0.0 EMPTY--- 30 C) 31 ".V + 0.0 EMPTY 32 31 ---EMPtt-- O31 ---EMPTY--- 32 33 s 0.0 -EMPTY .,, 34 O 33 ---EMPTY-- 0.0 ---EMPTY- 34 < 35 2011 ASTRO BLENDERS#69A 2.1 4.2 ASTRO BLENDERS#69.3 2.1 2011 36 35 ---EMPtt-- 0.0 ---EMPTY--- 36 Q 37 5011 SANDWICH COUNTER#41 33.3 49.7 16.4 38 MICROWAVE#36.2 20/2 37 ---EMPTY-- 0.0 --EMPTY- 38 39 29.2 45.6 16.4 40 39 --EMPtt--- 0.0 ---EMPtt--- 40 50/2 EQUIPMENT#41.1 41 29.2 29.2 •--EMPTY--- 42 41 --EMPTY-- 0,0 ---EMPtt--- 42 - 180.7 168.2 169.2 62,218 VA 97.1 131.6 98.4 =39,281 VA 0,) 00 LIGHTING LOAD=87.9 x2D8VxSQ.RT(3)x25%=7,917 VA O TOTAL DEMAND ON PANEL'D'=47,198 VA LL-I L 3 WIRE#2 THHN/CU 1�'C. N ^ 41 ( R1 W/#6 GROUND ANSUL R102(WET CHEMICAL)FIRE PROTECTION SYSTEM- O N 100�A/^30250V N MA3R N.F.DISCONNECTSWRCH-SUPPLIED xFCC WIRE Fn - ACCUREX MODEL FSSC L BY EQUIPMENT SUPPLIER RTU-2poNTAOTEIR) cuLVER's zzgos.B3E uCONNTROL PANEL U R 1DOA/30 25OV.NEMA 3R N.F.DISCONNECT '-^w~� " j SWITCH-SUPPLIED BY EQUIPMENT SUPPLIER { menur.Bu a 800A,120/208V,30,4W,SERVICE ENTRANCE C/T ENCLOSURE, ^ N • i � un/f 62 _ METER SOCKET AND MAIN DIST.PANEL WITH(�)CIRCUIT �„"", mdF or ro su Ll- Uj BREAKERS/DISCONNECTS.65,000 AIC-MIN. r m� '• `. ; x e O (Q LU ; RIGID GALV, ry r EXTERIOR SIGNAGE(D•4) �.,,,, ItCS CT/TRANSFORMER SOCKET CABINET(BY ELECTRICAL /r MONUMENT SIGN: "" '- �', a /° N U CONTRACTOR)METER&CABLING(BY UTILITIES ; N COMPANY ELECTRICAL CONTRACTOR M VERIFY PRIMARY=D•5 SECONDARY= :�„-, 5 ��s CLOCK T[CT302RTIME ( ) o CLOCK WALL LIGHTS D-12 !' v O Y UrILIITDE�XTERIOR DISCONNECT IF REQUIRED BY DE ISOLATED ( ) y y 1°'S a f \ JO c 333Q iND BAR /' U-J G NOTES: PARKING LOT LIGHTS "'� t n,.P,ot«t w° ,.e o m WG $ g aJ PANEL'B' PANEL TIC" PANEL"DTI PH (D-25,27) ^•'"" �1 1.,m.e.meu 1°n..Rmr«mr It 42 CIRCUIT 225A/ 42 CIRCUIT 225A/ 42 CIRCUIT 225A/ .. - - .nderar m nb N9nt.Rd m me rooa m,ees..e 30 30 30 PH IIIIIIIII ^„ " u°—Re�e"eerd a°w »Ithln AT�r�MAIN LUGS MAIN LUGS MAIN LUGS "-�,,;^,'. .d Ownership of Instruments of Service #6 COPPER a I w Nre h« •cR(u9 to r documents antl��onot notes ED.per°,°»�� pater rooa,nerd data,one other GROUND d`-U,nod..-d ey°i awea q prepare y the CONE,TRANS.PAD BY ELECTR.CONTR.PER ------• v ..•nn«A mr<. « w b°t uM1nit. Design Professional as Instruments or service UTILITY RE MTS.(PAD MOUNTED TRANS. II N�`:vae,nte%•n.oee.nd le°PRm i.ne.myle m�«e"«° snail remain the property or the Deslg QQ #4 COPPER - •`wli°""'NN,a en ia6 wl n9 Fiee wlnngend wnnenione to ee w�Nwede I Pro(e551onal.The Desige Professional shall PER UTILITY CO.) i I �g10UND 9 POLE 20 AMP LIGHT CONTACTOR• "-"W el«mcl•d. retain all common law, rotatory and other LOAD TO BE DISTRIBUTED EQUALLY, uDB ne "n^'m r served rights,including the copyright INSULATING ,� rr^ ' ee°sse�RreonT lTNncl�Z3TTdunaer [hereto and they shall not be disclosed to INSULATING " i „j BUSHINGS LOCATE PHOTOCELLS ON NORTH •K:'„'->,„:;^-'^^' "°`m:,;o��bn m n:io�i�%Rex i I."...n m"°,o..mmm a ofhers,used,revised,or reproduced In whole , I I x WALL-VERIFY W/GENERAL ,KY:.-••�•L•m^ `�u^9 ."M nrem«.•,ee. ha yreaso prior BUSHINGS I r" J ; ° we u 0r in t of Southwest Design Assocls,Inc 10,MIN. l I:-Tr r II CONTRACTOR . �°`N Gn..,n,ne«mm"morNli.1BeIIn I INTERMATIC T101R TIME `"`""° aNw m,nRm=n,gconwnwns,eFror.em°laws oe, It I Iga9VE vke Nd eecr«°.h muPment ten�ntNPbre U,•r RE 36"MIN. =u= i i CLOCK L1]-- ."..",:7.m0;° de.r,n sn.`.`Mo.el'raugedm f e� � 9-Suess t°tM1e nre 000, _ " ^pal„jIrWdo.�n.mPor,n.M1ood. I�r wen n,°„ntce LICE ED 2/O COPPER ,",-.,,C_eya �(re t qvn slum or 9.e..w. ARR II a_ 1_ C0`U`N 4WIRE#3/OXHHW/CU2'C. ELECTRICAL DEMAND CALCULATION q _ `h J J L w £- t SIR po«r4 og oie1dd'monai w11 mh°PiPIN du.I.�uxen9I-ewi�md cods w/#6 GROUND d nlem„nom P en.Load celculall n is based on NECp�r-�2- SC„80 PVC w/36e RADIUS #61NSULATED ISOLATED GROUND ELECTRICAL RISER DIAGRAM 220,88(New Restaurants) ^1 -�N ^"� WIFIT GDIAGRAMSFOR MECHANICAL SHUT OFF (( M VALVES W DPDT MICRO SWITCH $�EEP ELBOW-PR[ARY CABLES i �.�p /BY UTILITY CO CONNECTED LOAD VA0 SHOWN OUT OF PHASE FOR CLARITY-SEE SHEET E2 PANELA' 71,489 '�:ww*'".,m,mA,<o°"°"°`° ,". °m"""'""""°`°'°"'°""PANEL'B' S8,087 �..w. wAn UAME A3 SETS 4 WIRE 300 MCM/CU(3)-3"DIA. GROUNDED TO WATER SERVICE w/BLACKBURN GENERAL NOTES: EQ °" STreTE M PAITT PANEL'C 62,218 Too-zNxz-az0 _ ""�^•^•^^ 20111 e1 2-%"x 8'-0'COPPER BONDED GROUND TYPE"J"CAST BRONZE CLAMP WITHIN SR.OF 1.ALL PANELS TO HAVE COPPER BUS BAR WITH BOLT-IN BREAKERS ..W" FOR TECHINCAL SUPPORT ON THE KFCC NOV O s (( ENTERING THE BUILDING.PROVIDE FULL SIZED PANEL'D' 47,196 EMO SwncN ox BAowen TO MCI.TIT p� (KITCHEN FAN CONTROL CENTER) _[[','""}."r R�DS-8'-0"APART. JUMPER OVER THE WATER METER. 2.DISTRIBUTION SYSTEM IS BASED ON THE 6-DISCONNECT RULE.VERIFY WITH LOCAL UTllltt _ RN•1 36,000 xrcc NrRa CALL EITHER: a LIFER GROUND-20R,#4 BARE CU LAID IN COMPANY. aj 2(cRl`LT);' u-3(FRrEBs)ARE naRTEo. AARON VAN KREY 715,841.8521 --�•1O"^"'`O`�,•,;"_"`°'^°' DRAWN BY CHECKED BY LEM FOOTING TRENCH w/MIN.2"OONC 3.SUB PANEL BREAKERS"A',"C","DTI TO BE RATED AT 10,000/65,000 AIC MIN.&SUB PANEL RTU-2 36,000 1). qe. TIDE MR M RE oN R,u-t a RTu-z ro M,wmuM TYLER SCHILLING 715.841.If49 mHHErndR ro cooM..eRUU.M.a-oewN I ' ENCASEMENT .0 RPT BREAKERS'B'TO BE RATED AT 99,000/65,000 AIC MIN."SERIES-RATED TOTAL CALCULATED LOAD 310,992 o Eowsar°o ounirs«sl co&ntE)a eno trxrens). GROUNDED TO STRUCTURAL STEEL w/ERICO COMBINATION"RATING SHALL BE UTILIZED AND AIC RATING WILL BE DETERMINED BY .GRI cr ER TAN BE STARTED. PROJECT NUMBER 2 CADWELD SERIES R CABLE M REBAR 'TESTED'COMBINATIONS AND SHALL INCLUDE REQUIRED MARKINGS PER NEC 240.86(B). Service feeder demand N cASE Dr rrRe. _ CONNECTION. Nroe,Am,N .,RAN calwlatbn per 255,496 :isN MRGRIUS&-ERs0-TRrns. =_ W:ee:u" ( 3 25 P b)ANsui M Is nrnv L, 220.88(table) <t PR EC..--I -E. oxRK-no rx SCAT-E DATE tl)aHUT DDWN RTU-t&NUE BRUN. OUTalOE AIR. C NATIONAL ACCOUNT PROGRAM: TOTAL CALCULATED .)Rav-x°mva cormNUE To uM. �„ „p,°«".",�„�',•:••,p;';„° ,,,,r �s" ,,,,�,,,,„dam fa Noted I-4-13 1. CRESCENT ELECTRIC SUPPLY CO. 709 KRIS KRUEGER AT 1-800-362.3951 DEMAND LOAD(AMPS) ob„p'x „w,:Eµ„,. E2 w.»°.,,,,e,.,•.,e"..«."�,...o.,,,Moe DRAWLING SHEET m EMAIL: KRISK@CESCO.COM USE 4#30 KCMIILSCU.BOOAERVICE/1 0%0ITH )8V 30 °°" E-5 3