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2004 - Building PlansW v -'i oa gor z w LJ W 5 *zoww zoK Waoso�a woo<wU di2 NxNx6�Zwm w wm p dNZ O<U ~wK�(3Nd} "RIDRID GRID Z 3�=00��0REF FRAMING ELEVATION ¢ =4� N ba�f2r<a izoz REF FRAMING EL FOR GIRT 14.2 13.2CL CL CL w F w ww 1 SIZE. EXTEND 2" PAST CL OF AAA COL COL B•3 COL B.6 0- cz -¢I.�pjW ww V0 W_: 5 COLUMN AND PROVIDE 1/4" 3/16 3 I I co Fra �aa5<0 w¢ap I F Nw i, 06 Vww70 39 -0" 6 11'-10' 8'-0" 12'-4" 8'-8" 10'-4" END PL WITH SEAL WELD THIS 3/16 3 �� 14.4 14.2 13.8 END 1 -1 10'-0" 12'-0" 12'-2" � REF FRAMING EL ��,� TO GIRT EL ------ ------------------------------ � I 1 I I 12'-5" 12'-4" 3/16 2 OL REF FRAMING EL i 3 16 2 --------1 - 14 TYP \ \ \ 15 9 a " TO GIRT EL REF FRAMING ELEAVATION G L / I G4G1 / I S7.2 TYP ---------( FOR GIRT SIZE i I GCGV \ TOS EL ` / ` / ` F i i 4 SIDES BO - L j z , ---------- 1 /4 BOS EL / 110'-0" GCG1 / G1 CG1 111-0 z 1/2" x 9" x 1'-1" CAP --� BOS EL TS6x6x1/4 WITH 1/4" END PL PLATE CENTERED ON GIRT 4 g BOS EL GCG1 /GCG1 J Fr WITH SEAL WELD i REF COLUMN SCHED S4 S4.3 N FOR SIZE 3 16 4 SIDES ; :Z, ~ u u FRAMING ELEVATION FRAMING ELEVATION FRAMING ELEVATION GIRT CONNECTION DETAIL GIRT COLUMN CONNECTION AT GRID C.8 AT GRID 13.1 AND 13.2 AT GRID AA 19 3/4" = 1'-0" S4-019.195 18 3/4" = 1'-0" S4-018.195 1 / 1/16" _ -0" S4-017_GCL 16 1/16" = 1'-O" S4-016_GCL @�_,/16" = 1'-0" S4-015_GCL REF ROOF 15 14.5 13.5 13.2 FRAMING PLAN FOR BEAM 1 ❑ L r �1 i 1 g'_2" I 41'-5 1 /2" 116'-8 1 /2" I E.3 D.8 D.6 D.2 C.8 C.4 C.1 B.7 B.3 L-1 r� 14.2 14.5 15 c ^ N F 16 18'-0" 17'-10" 20'-2" 19'-10" 20'-2" 19'-10" 20'-2" 19'-10" \ 19'-2" 19'-2' CL CL CL CL CL CL CL a g7.2 REF PLAN 121'-3" I GCG4 JBE 13.2 13.5 14.2 ►�-� 117'-4" -�� COL COL COL COL COL COL COL w TOS EL 1 GCG3 REF PLAN I TOS EL CL CL I i I I I i I I i I I w \ COL COL 16'-8 1/2" 22'-3 1/2' W JBE \ GCG4 113'-11" 10'-0" 8'-0" 8'-0" 9'-10" 11'-2" 9'-0" 9'-0" 10'-10" 9'-0" 10'-10" 11'-2" 9'-0" 9'-0" 10'-10" S7.2 [---1 Q o 112 -4 GCG3 1 B.3 A I I I 16 ►_-� o / FRAMING PLAN 10'-2" 1 9'-0" 9'-0" 10'-2" 54.3 FRAMING NBEAM N cc to ca TOS EL -� / TOS EL REF ROOF 9 SIM FOR TS6x6x1 4 REF ROOF 16'-1" 16'-1" FOR BEAM REF PLAN Vf\ �1 \ 11 \ \ \ 11 \ \ r REF PLAN ©TYP REF PLAN 18 REF PLAN [;RAN 115'-6" / \ G6 GtiG1 / G�G1 G6 / GCG1 / G(G1 / /G�G1 G�G1 / \ JBE \ JBE \ EL 117'-4°115'-6"17NV TOS EL S7.2 18'-11" G G1 TOSEL rt- GCG3 / G G1 / \ / TOS EL 112'-4' GCG2 / TOS EL 4"\ TOS EL S7.2 TOS EL / `\ / `\ TOS EL 9 TS6x6x1/4 z FRAMING ELEVATION AT GRID AAA TYP 17 \ \f SIM 9 4 SIM 9 54.3 S43 SIM S72 \ 543 SIM o 54.3 14 1/16" = 1'-0" S4-014-GCL 57.2 ` / IS4.3 S7.2 9 9 4 1 GIRT SNEDULE FRAMING TS6x6x1/4 FRAMING ELEVATION 54.3 S4.3 57.2 FRAM I ISG ELEVATION ISSUE BLOCK MARK GIRT SIZE ELEVATION AT GRID 15 AT GRID B.3 AND B.35 FRAMING ELEVATION AT GRID 14.2 AND 14.25 AT GRID E.3 Gt TS8x4x3/16 13 1/16" = 1'-0" S4-013_GCL 12 1/16" = 1'-0" S4-012_GCL 11 1/16" = 1'-0" 54-017-195gcl-gc-GRPN 1/16" = 1'-0" S4-O10_GCL G2 TS12x6x3/16 G3 TS12x6x1/4 9.7 9.4 8.8 PREF 4 3.8 3.2 3 B B.6 C C.5 D D.5 E E.4 F G4 TS12x8x1/4 GRI / REF COLUMN SCHEDULE 9 -8 28'-0" 9' - PLAN 9'-8" 30'-8" 9'-8" 1» 1„ 1•, 1• 1, GCGt TS8x4x1 4 i I i i i 1 1 i I 30'-0" 20'-62 25'-3 11 4" I 25'-34 I 25'-34 25'-34 I 20'-6" 1 30 -02 GCG2 TS12x6x3/16 FOR SIZE 1 � � GCG3 TS8x8x1/4 i 3 16 3/16 TYP I I I I I " 114'-8" 1 1 1 GCG4 TS12x8x1/4 G1 G3 G1 G1 G3 G1 129'-0 I TO GIRT EL (2) 3/4" DIA i MITER CUT END AT TO BEAM EL REF PLAN REF PLAN 06 A325 BOLTS i 45 DEGREES TYP TO COLUMN EL TO COLUMN EL TYP cl REF EL i B2 G1 �G1 B2 G1 114'-1" 112'-8" G2 G1 G1 G1 G1 G1 G2 112'-8" TO GIRT EL ---------------- ----------------` TO BEAM EL TO GIRT EL / TO GIRT EL -------------- i --------------- 9 SIM 9 SIM I 1 S4.3 54.3 CHECKED BY: JNF REF SCHED REF SCHED REF SCHEDOLI TOC EL 9 TOG EL DRAWN BY: DKS TYP REF GIRT L4x4x3/8x0'-6" WITH TOC EL S4.3 SCHEDULE 13/16"x1" HORIZ SLOT TYP FILE NAME: FOR SIZE TYP FRAMING ELEVATION A T GRID 1 PROTO CYCLE: 062504 9 GI"R T f COLU M N DCONNECTION202 S4-016 g FR2AM I N G ELEVATION AT GRID A 017_195gc1 7 1" = 20'-0" s4-017_195gcl DOCUMENT DATE: 081104 E.8 E.6 E D.5 D C.5 C 8.6 A.2 B 1" 1„ 1" 1„ 1„ 1" 13'-72 28'-1" 25'-34 � 25'-34 25'-34 25'-34 20'-62 19'-4" 26'-4" REF PLAN 32'-4" 30'-0" I � 1 I I I 1 OI _REF PLAN _ I I I I I I ( REF PLAN I REF PLAN$L I I I _ REF PLAN I REF PLAN All -t\ o TO COLUMN EL TO COLUMN EL TO COLUMN EL ' z(n TO COLUMN EL TO COLUMN EL 1 rn rn oti112'-8" G1 G2 G1 Cl G1 G1 G1 112'-8" \ Gt 112'-8" G2 G2 112'-8" G2 112'-8" h TO GIRT EL �- / TO GIRT EL / TO GIRT EL / / TO GIRT EL / TO GIRT EL g REF SCHED REF SCHED SIM 54.3 REF SCHED 9 SIM 9 SIM REF SCHED . SIM 54.3 REF SCHED TOC EL TOC EL TOC EL S4.3 54.3 TOC EL TOC EL a TYP S4.3 FRAMING ELEVATION FRAMING �a a� N wa pp FRAMING ELEVATION AT GRID 13AT GRID 4.8ND 7. A8 FRAMING ELEVATION AT GRID A.2 ELEVATION AT GRID 10 Ear-° �Y_Q 6 1" = 20'-0" s4-017_195gcl 5 1" = 20'-0" 54-017GCL_195 4 1" = 20'-0" 54-017GCL_195 3 1" = 20'-0" s4-017_195gcl a Q tb Z, 0 5 o a , -5 0 .. . 3 y o w � � MI 13 12.5 12 11.5 11 p 10 10 9.7 8.8 7.8 7 6.6 6 5.4 5 4.8 4 3.4 3 2.5 2 1.5 1 �dR�y NI tion, s, ¢i 24'-2" 24'-2" 22'-1" 22'-1" 23'-1" 23'-1" 17'-4" 37'-8" REF PLAN 30'-4" 24'-0" 26'-0" 29'-8" 20'-4" 10'-8" REF PLAN 36'-2" 13'-10" 25'-0" 25'-0" 25'-0" 25'-0" g a i I 1 I I I i I i I rn 22'-6" 2'-62'-6" G1 G1 G2 T, 131'-4" z I I I I I 1 I / / I I ( I I TO GIRT EL WIND GIRT REF PLAN REF PLA_ REF PLAN 1g 18 REF PLAN °� TO COLUMN EL TO COLUMN EL TO COLUMN EL OH S4.3 54.3 TO COLUMN EL DIAGRAMS wj N 0, N 112'-s" G1 G1 G1 G1 G1 G1 112'-8" 112'-8" G1 G4 G2 G1 G1 G2 G1 G1 G4 G1 G1 \ G1 G1 G1 112'-8"ob o TO GIRT EL T / TO GIRT EL TO GIRT EL / TO GIRT EL E co TOC EL REF TOC EL TOC ELLHED REFTOC SCHa 9 9 EL N TYP S4.3 TYP S4.3 V V L. FRAMING ELEVATION AT GRID B FRAMING ELEVATION AT GRID B.6 1 1" = 20•-0" s4-017_195gcl SHEET - (m 2 1" = 20'-0" s4-017_195gcl �, S4,3 cn 0 z ma w� zt' I o E rn 00/ N O rn I � V U O p O clQ Ln 3 REF ARCH FOR MTL STUD FRAMING , FINISH MATERIAL REF ARCH \ BOND BEAM WITH (1) #5 CONT FULLY GROUT ONE COURSE ABOVE BOND BEAM Ak 131'-4" u-) TO GIRT AND BOND BEAM EL EMBEDDED PLATE REF CMU WALL EMBED SCHEDULE FOR SIZE AND SPACING LOCATE CL OF EMBED PLATES AT 16" FROM MASONRY CONTROL JOINTS (EACH SIDE). PROVIDE A MIN CLEARANCE OF 1'-0" FROM COLUMNS BAR 3/8"x2"x0'-4" AT EACH EMBED PLATE REF FRAMING EL FOR GIRT REF ARCH FOR EXACT LOCATIONS AND DETAILS OF FURRING i 12 $ NOT USED RI REF PLANT REF ARCH I SLOPE 1/4" PER 1'-0" I L1 1 /2x1 1 /2x16 GA CONT C3 5/8 x 1 5/8 x 16 GA MTL STUDS AT 24" OC TYP (2) 0.145 DIA PAF'S (3) #10 TEK SCREWS, TYP (2) #10 TEK SCREWS AT 24" OC REF DETAIL 7—S5 FOR INFO SHOWN BUT NOT NOTED SD—FRAM-574 ONE COURSE BELOW BOND BEAM— REF CMU WALL EMBED SCHEDULE FOR SIZE OF CONT STEEL MEMBER REF CMU WALL REINF DIAGRAM FOR WALL REINF AND SPACING q- 3/4" -' v r I-\ � I 3/4° _ 1'-0" 022704 BRACING FOR BOTTOM CHORD OF JOIST GIRDER AS REQD BY SJI WELD AS REQD BY SJI AFTER ALL ROOF DEAD LOAD HAS BEEN APPLIED 55-004 1/4 V WELD SIZED FOR K—SERIES 1/8 1 1/2 JOIST FOR LH—SERIES USE o SJI MIN TYP 1/8 1 1/2 I 5/16 4 SIDES 1/4 N 3 1/4 3 15 vz i TYP 5/16 JOIST STABILIZER PLATE 1/2"x6"x0'-6" DO NOT WELD JOIST TO PLATE - 11Jn 1 LLL -1 I 3/4" = 1'-0" 013104 REF PLAN REF ARCH TOM EL REF ROOF FRAMING PLAN TO BOND BEAM EL 4" STANDARD PIPE I CAP PLATE 3/4"x8"x0'-8" 6" STANDARD PIPE I ! ! 1" THICK CAP PLATE CENTERED ON TS COLUMN WITH WIDTH 1" LARGER THAN TS COLUMN AND LENGTH 10" LARGER THAN TS COLUMN LONG DIMENSION PARALLEL TO JOISTS PLATE 3/4"x6"x1'-0" TYP I I � �! I GUSSET PLATE 3/4" SLOT COLUMN TO PLACE PLATE STABILIZER PLATE 1/2"x6"x0'-6" DO NOT WELD JOIST GIRDER TO PLATE TYP DISH SUPPORT S5-011 EMBEDDED PLATE CENTERED ON TOP LDEDR CONT STEEL MEMBER REF CMU BED SCHEDULE FOR SIZE, AND PLACEMENT WITHIN GROUT LL DO NOT PLACE HSA IN CMU INTS EACH EMBED 4 TYP X—BRIDGING (NOT UPLIFT BRIDGING) ®12 TYP BOND BEAM WITH (1) #5 CONT FULLY GROUT TWO COURSES ABOVE AND ONE COURSE BELO \ \ BOND BEAM % BRIDGING AS REQD BY SJI TYP 1/8. 1/2" DIA SLEEVE ANCHOR FURNISHED BY CONTRACTOR _ L3x3x1/4x0'-4" FURNISHED BY JOIST SUPPLIER REQUIRED AT UPLIFT BRIDGING ONLY SIDE AND FAR SIDE � RID ALL ROOF DEAD REF PLAN REF PLAN APPLIED ��roo EACH z Z REF ARCH3/16 REF CMU WALL EMBED SCHEDULE FOR 4 EMBED SIZE, SPACING AND PLACEMENT WITHIN TOM EL �° 0a6 oQ GROUT FILLED CELL :.o TYP REF CMU WALL REINF EMBED DIAGRAM FOR WALL ) i,-� REF ROOF DIAPHRAGM CONNECTION REINF AND SPACING TYP ! QyE-+F- DIAGRAM AND SCHEDULE FOR DECK SCHEDULE FOR SIZE OF CONT STEEL MEMBER ATTACHMENT TYPE, SIZE, AND EMBEDDED PLATE CENTERED ON TOP TYP EACH ik REF ROOF FRAMING PLAN SPACING 1/4 3 JOIST GIRDER TO BOND BEAM EL EDGE OF CONT STEEL MEMBER rAoAa (2) 1/2" DIA ERECTION REF CMU WALL EMBED SCHEDULE FOR z BOLTS EACH JOIST AT JBE :• • COLUMN SIZE, SPACING AND PLACEMENT WITHIN n FULLY GROUT TWO COURSES 3/16 TYP EA JOIST ABOVE AND ONE COURSE GROUT FILLED CELL CAP PLATE 3/4"x12"xAS SHOWN BELOW BOND BEAM ! (2) 3/4" DIA ERECTION BOLTS 13/16" DIA HOLE FOR GUYING --,,.,12^ ON 5" GA AT EACH JOIST 1/8 1 1/2 WELD SIZED FOR K—SERIES JOIST STABILIZER PLATE 1 /2"x6"x0-6„ DO NOT WELD - / 4 SIDES 1 4 JOIST FOR LH—SERIES USE 1/8 1 1/2 SJI MIN TYP STABILIZER PLATE 1/2"x6"x REF ROOF FRAMING PLAN i i 0'-6" DO NOT WELD JOIST SIZE AND SPACING i GIRDER TO PLATE TYP LOCATE CL OF EMBED PLATES TO BOND BEAM EL WELD NEAR SIDE AT 16" FROM MASONRY i i 3/16 BOTTOM HALF AND CONTROL JOINTS (EACH SIDE). i i 3/16 FAR SIDE UPPER HALF REF ROOF FRAMING PLAN v TYP 1'-0" FROM COLUMNS 3/16 V � I ! I I 3 16 2 JBE 3 16 2 EQUAL TO GIRT EL `r REF FRAMING EL TO BOND BEAM EL TO GIRT EL BOND BEAM WITH (1) #5 CONT I REF FRAMING EL FOR GIRT I rw � w BAR 3/8"x2"x0'-4" AT EACH ! I I EMBED PLATE O � �w BOND BEAM WITH (1) #5 CONT FULLY wN GROUT TWO COURSES ABOVE AND ONE COURSE BELOW BOND BEAM— REF CMU WALL EMBED SCHEDULE FOR SIZE OF CONT STEEL MEMBER REF CMU WALL REINF DIAGRAM FOR WALL REINF AND SPACING q- 3/4" -' v r I-\ � I 3/4° _ 1'-0" 022704 BRACING FOR BOTTOM CHORD OF JOIST GIRDER AS REQD BY SJI WELD AS REQD BY SJI AFTER ALL ROOF DEAD LOAD HAS BEEN APPLIED 55-004 1/4 V WELD SIZED FOR K—SERIES 1/8 1 1/2 JOIST FOR LH—SERIES USE o SJI MIN TYP 1/8 1 1/2 I 5/16 4 SIDES 1/4 N 3 1/4 3 15 vz i TYP 5/16 JOIST STABILIZER PLATE 1/2"x6"x0'-6" DO NOT WELD JOIST TO PLATE - 11Jn 1 LLL -1 I 3/4" = 1'-0" 013104 REF PLAN REF ARCH TOM EL REF ROOF FRAMING PLAN TO BOND BEAM EL 4" STANDARD PIPE I CAP PLATE 3/4"x8"x0'-8" 6" STANDARD PIPE I ! ! 1" THICK CAP PLATE CENTERED ON TS COLUMN WITH WIDTH 1" LARGER THAN TS COLUMN AND LENGTH 10" LARGER THAN TS COLUMN LONG DIMENSION PARALLEL TO JOISTS PLATE 3/4"x6"x1'-0" TYP I I � �! I GUSSET PLATE 3/4" SLOT COLUMN TO PLACE PLATE STABILIZER PLATE 1/2"x6"x0'-6" DO NOT WELD JOIST GIRDER TO PLATE TYP DISH SUPPORT S5-011 EMBEDDED PLATE CENTERED ON TOP LDEDR CONT STEEL MEMBER REF CMU BED SCHEDULE FOR SIZE, AND PLACEMENT WITHIN GROUT LL DO NOT PLACE HSA IN CMU INTS EACH EMBED 4 TYP X—BRIDGING (NOT UPLIFT BRIDGING) ®12 TYP BOND BEAM WITH (1) #5 CONT FULLY GROUT TWO COURSES ABOVE AND ONE COURSE BELO \ \ BOND BEAM % BRIDGING AS REQD BY SJI TYP 1/8. 1/2" DIA SLEEVE ANCHOR FURNISHED BY CONTRACTOR _ L3x3x1/4x0'-4" FURNISHED BY JOIST SUPPLIER REQUIRED AT UPLIFT BRIDGING ONLY REF CMU WALL REINF DIAGRAM FOR WALL REINF AND SPACING TYP 5" ee FR ON T WALL COLUMN J 3/4" = 1'-0" 013104 55-001 REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR ATTACHMENT TYPE, SIZE AND SPACING - 1/4 3 TYP 1 / GRID (2) 1/2" DIA ERECTION BOLTS EA JOIST AT COLUMN (2) 3/4" DIA ERECTION BOLTS ON 5' GA AT EACH JOIST GIRDER PROVIDE 4" MIN BRG LENGTH FOR LH JOISTS AND 2 1/2" FOR LH MIN BRG LENGTH FOR K JOISTS SERIES 1/4 2 GRI JOIST 1/4 2 1/8 1 1/2 FOR K SERIES I 1/8 1 1/2 JOIST 3/4" CAP PLATE -i/ / III \\ 4 SIDES i i 12" TYP 1/4 i 1j" TYP // I WELD NEAR SiD BOTTOM HALF AND 3/16 - 1) FAR SIDE \\\ UPPER 3/16 HALF i I i � JOIST STABILIZER PLATE 13/16" DIA 1 2"x6"x0'-6" DO NOT WELD PROVIDE ERECTION BOLTS / AS READ BY SJI GUYING JOIST TO PLATE TYP (1/2" DIA FOR K -JOISTS, 3/4" DIA FOR LH -JOISTS) PROVIDE BRACING FOR BOTTOM CHORD OF JOIST GIRDER AS REQD BY SJI WELD WELD NEAR SIDE BOTTOM HALF AND 3/16 3 STABILIZER PLATE AS READ BY SJI AFTER ALL ROOF DEAD LOAD HAS BEEN APPLIED FAR SIDE UPPER 3/16 3 1/2"x6"x0'-6" DO NOT WELD (BRACE SHALL BE DESIGNED AS REQD HALF TYP i JOIST GIRDER TO PLATE TYP BY SJI TO CARRY BOTH APPLICABLE TENSION AND COMPRESSION FORCES) COLYMN/JOIST GIRDER JOIST JOIST GIRDER 10 ` 9 3/4" = 1" 01 104 55-010 3/4" = 1'-0' 072503 S5-009 REF PLANL REF JST MFR FOR PANEL PT LOCATION ik REF ARCH TOM EL I I r� • • i� I � 5 to RM ••• / . �7'3iQli NEAR SIDE AND FAR SIDE 00 7�3 0JOIST BEYOND \\�l 2 CHANNEL TO 2 CHANNEL 1 8 2 SEA JOIST AT 1 8 2 \ PANEL PT C8x11.5 L3x3x1/4x0'-9" C8x11.5 BETWEEN JOISTS AT PANEL POINT DESIGN JOIST BOTTOM CHORDS FOR AN ADDITIONAL 6 KIP AXIAL LOAD DUE TO WIND/SEISMIC PROVIDE 1/8" MIN ANGLE THK FOR BOTTOM CHORD RID REF PLAN REF ARCH TOM EL -•150 i - 'ISM REF CMU WALL EMBED SCHEDULE FOR SIZE OF CONT STEEL MEMBER —� (2) 1/2" DIA ERECTION BOLTS EA JOIST AT COLUMN SIDE AND FAR SIDE � GRID ALL ROOF DEAD REF PLAN EMBEDDED PLATE CENTERED ON TOP APPLIED ��roo EDGE OF CONT STEEL MEMBER z Z F # A i O REF CMU WALL EMBED SCHEDULE FOR REF ARCH z SIZE, SPACING AND PLACEMENT WITHIN TOM EL �° 0a6 oQ GROUT FILLED CELL :.o EACH REF CMU WALL REINF EMBED DIAGRAM FOR WALL ) i,-� 3/16 4 TYP REINF AND SPACING TYP ! QyE-+F- REF CMU WALL EMBED _: �: ❑ es � 3/16 2 012 TYP SCHEDULE FOR SIZE OF CONT STEEL MEMBER 1/4 3 TYP EACH ik REF ROOF FRAMING PLAN 1/4 3 JOIST GIRDER TO BOND BEAM EL rAoAa (2) 1/2" DIA ERECTION REF ROOF FRAMING PLAN z BOLTS EACH JOIST AT JBE :• • COLUMN BOND BEAM WITH (1) #5 CONT n FULLY GROUT TWO COURSES ABOVE AND ONE COURSE • Me :• • CAP PLATE 3/4"x12"xAS SHOWN BELOW BOND BEAM ! (2) 3/4" DIA ERECTION BOLTS 13/16" DIA HOLE FOR GUYING --,,.,12^ ON 5" GA AT EACH JOIST 1" GIRDER JOIST STABILIZER PLATE 1 /2"x6"x0-6„ DO NOT WELD - / 4 SIDES 1 4 JOIST TO PLATE TYP _ ”' EMBEDDED PLATE REF CMU STABILIZER PLATE 1/2"x6"x WALL EMBED SCHEDULE FOR i i 0'-6" DO NOT WELD JOIST SIZE AND SPACING i GIRDER TO PLATE TYP LOCATE CL OF EMBED PLATES WELD NEAR SIDE AT 16" FROM MASONRY i i 3/16 BOTTOM HALF AND CONTROL JOINTS (EACH SIDE). i i 3/16 FAR SIDE UPPER HALF PROVIDE A MIN CLEARANCE OF v TYP 1'-0" FROM COLUMNS 3/16 V � I ! I I 3 16 2 3 16 2 EQUAL TO GIRT EL `r REF FRAMING EL TO BOND BEAM EL TO GIRT EL BOND BEAM WITH (1) #5 CONT I REF FRAMING EL FOR GIRT FULLY GROUT ONE COURSE ABOVE BOND BEAM BAR 3/8"x2"x0'-4" AT EACH ! I I EMBED PLATE REF CMU WALL REINF DIAGRAM FOR WALL REINF AND SPACING TYP 5" ee FR ON T WALL COLUMN J 3/4" = 1'-0" 013104 55-001 REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR ATTACHMENT TYPE, SIZE AND SPACING - 1/4 3 TYP 1 / GRID (2) 1/2" DIA ERECTION BOLTS EA JOIST AT COLUMN (2) 3/4" DIA ERECTION BOLTS ON 5' GA AT EACH JOIST GIRDER PROVIDE 4" MIN BRG LENGTH FOR LH JOISTS AND 2 1/2" FOR LH MIN BRG LENGTH FOR K JOISTS SERIES 1/4 2 GRI JOIST 1/4 2 1/8 1 1/2 FOR K SERIES I 1/8 1 1/2 JOIST 3/4" CAP PLATE -i/ / III \\ 4 SIDES i i 12" TYP 1/4 i 1j" TYP // I WELD NEAR SiD BOTTOM HALF AND 3/16 - 1) FAR SIDE \\\ UPPER 3/16 HALF i I i � JOIST STABILIZER PLATE 13/16" DIA 1 2"x6"x0'-6" DO NOT WELD PROVIDE ERECTION BOLTS / AS READ BY SJI GUYING JOIST TO PLATE TYP (1/2" DIA FOR K -JOISTS, 3/4" DIA FOR LH -JOISTS) PROVIDE BRACING FOR BOTTOM CHORD OF JOIST GIRDER AS REQD BY SJI WELD WELD NEAR SIDE BOTTOM HALF AND 3/16 3 STABILIZER PLATE AS READ BY SJI AFTER ALL ROOF DEAD LOAD HAS BEEN APPLIED FAR SIDE UPPER 3/16 3 1/2"x6"x0'-6" DO NOT WELD (BRACE SHALL BE DESIGNED AS REQD HALF TYP i JOIST GIRDER TO PLATE TYP BY SJI TO CARRY BOTH APPLICABLE TENSION AND COMPRESSION FORCES) COLYMN/JOIST GIRDER JOIST JOIST GIRDER 10 ` 9 3/4" = 1" 01 104 55-010 3/4" = 1'-0' 072503 S5-009 REF PLANL REF JST MFR FOR PANEL PT LOCATION ik REF ARCH TOM EL I I r� • • i� I � 5 to RM ••• / . �7'3iQli NEAR SIDE AND FAR SIDE 00 7�3 0JOIST BEYOND \\�l 2 CHANNEL TO 2 CHANNEL 1 8 2 SEA JOIST AT 1 8 2 \ PANEL PT C8x11.5 L3x3x1/4x0'-9" C8x11.5 BETWEEN JOISTS AT PANEL POINT DESIGN JOIST BOTTOM CHORDS FOR AN ADDITIONAL 6 KIP AXIAL LOAD DUE TO WIND/SEISMIC PROVIDE 1/8" MIN ANGLE THK FOR BOTTOM CHORD RID REF PLAN REF ARCH TOM EL -•150 i - 'ISM REF CMU WALL EMBED SCHEDULE FOR SIZE OF CONT STEEL MEMBER —� (2) 1/2" DIA ERECTION BOLTS EA JOIST AT COLUMN 2Ji i�viv i rvr� 3/4" = 1'-0" 113001 EMBEDDED PLATE CENTERED ON TOP EDGE OF CONT STEEL MEMBER REF CMU WALL EMBED SCHEDULE FOR SIZE, SPACING AND PLACEMENT WITHIN GROUT FILLED CELL EACH EMBED 3/16 4 TYP TYP 3/16 2 012 EACH END z 3/16 2 3/16 2 ' o 3/16 2 U w N TS5x2x3/16 WITH 3/16"x14' PLATE S 3/8" CAP PLATE 1/4 4 SIDES REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE AND SIZE LOCATE AT 6" OC AT TWO DECK FLUTES AT PLATE 3/16 3/16 3@12 3 16 2 TYP 3/16 3®12 3/16 2 REF FRAMING ELjk TO GIRT EL REF FRAMING EL FOR GIRT BAR 3/8"x2"x0'-4" AT EACH EMBED PLATE S5-002 REF PLAN REF ARCH TOM EL REF ROOF FRAMING PLAN TO BOND BEAM EL ik REF ROOF FRAMING PLAN JJ JBE PLATE 3/4"x6"x0'-6" NEAR SIDE AND FAR SIDE � AFTER ALL ROOF DEAD LOAD HAS 1// 8 r� APPLIED ��roo MlEll �q s yd z Z F # A i O Q y N z 'i 0 0 �° 0a6 oQ :.o rr44 �, 'ri ) i,-� LJ DE o r� QyE-+F- �� _: �: ❑ es � • • • D rAoAa silk im"601 z :• • • -• • • Me :• • 2Ji i�viv i rvr� 3/4" = 1'-0" 113001 EMBEDDED PLATE CENTERED ON TOP EDGE OF CONT STEEL MEMBER REF CMU WALL EMBED SCHEDULE FOR SIZE, SPACING AND PLACEMENT WITHIN GROUT FILLED CELL EACH EMBED 3/16 4 TYP TYP 3/16 2 012 EACH END z 3/16 2 3/16 2 ' o 3/16 2 U w N TS5x2x3/16 WITH 3/16"x14' PLATE S 3/8" CAP PLATE 1/4 4 SIDES REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE AND SIZE LOCATE AT 6" OC AT TWO DECK FLUTES AT PLATE 3/16 3/16 3@12 3 16 2 TYP 3/16 3®12 3/16 2 REF FRAMING ELjk TO GIRT EL REF FRAMING EL FOR GIRT BAR 3/8"x2"x0'-4" AT EACH EMBED PLATE S5-002 REF PLAN REF ARCH TOM EL REF ROOF FRAMING PLAN TO BOND BEAM EL ik REF ROOF FRAMING PLAN JJ JBE PLATE 3/4"x6"x0'-6" NEAR SIDE AND FAR SIDE � AFTER ALL ROOF DEAD LOAD HAS 1// 8 BEEN APPLIED (2) 1/2" DIA ERECTION BOLTS TYP JOIST GIRDER TO COLUMN CONNECTION 11/4 i i 13/16" DIA HOLE FOR GUYING I ! DESIGN JOIST BOTTOM CHORD FOR AN I ADDITIONAL 6 KIP AXIAL LOAD DUE TO WIND/SEISMIC PROVIDE 1/8" MIN ANGLE THK FOR BOTTOM CHORD I EMBEDDED PLATE CENTERED ON TOP EDGE OF CONT STEEL MEMBER REF CMU WALL EMBED SCHEDULE FOR SIZE, SPACING AND PLACEMENT WITHIN GROUT FILLED CELL BOND BEAM WITH (1) #5 CONT FULLY GROUT TWO COURSES ABOVE AND ONE COURSE BELOW BOND BEAM REF CMU WALL EMBED SCHEDULE FOR SIZE OF CONT STEEL MEMBER REF CMU WALL REINF DIAGRAM FOR WALL REINF AND SPACING TYP EMBEDDED PLATE REF CMU WALL EMBED SCHEDULE FOR SIZE AND SPACING LOCATE CL OF EMBED PLATES AT 16" FROM MASONRY CONTROL JOINTS (EACH SIDE) PROVIDE A MIN CLEARANCE OF 1'-0" FROM COLUMNS ii Fni w Tn r -IRT FI tt BOND BEAM WITH (1) #5 CONT FULLY GROUT ONE COURSE ABOVE BOND BEAM EMBED 3/16 V 4 \TYP REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND SPACING 3/16 TYP EA JOIST /8 1 1/2 WELD SIZED FOR K -SERIES JOIST FOR LH -SERIES USE 1 A1/8 1 1/2 SJI MIN TYP 3/16 V 2 1 ..�Iv� rrn�� vrllvLi v11� I 3/4" = 1'-0" 022704 S5-003 BRACING FOR BOTTOM CHORD OF JOIST GIRDER AS REQD BY SJI WELD AS REQD BY SJI AFTER ALL ROOF DEAD LOAD HAS BEEN APPLIED REF FRAMING EL FOR GIRT BAR 3/8"x2"x0'-4" AT EACH EMBED PLATE Lu aJZ. i �(rya oo� N 0 O\fI1QZ WD ozc z'"9 w <�rcorcw Z €I -O � �ao�o �6NV ¢KWV 0 bHmzw,mL H,rcm w allo� Uwz�w Woz�wwaoiVziwFF�.a'Ez5za aNL=iwwit=�'I5O°Oo w Nis€c orcsIN � - 3 V) F_n *aag°auwia¢ 'a° ISSUE BLOCK CHECKED BY: .; e 00 DRAWN BY: m $ z�,a FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: M m' 6q ��roo MlEll �q s yd z Z F # A i O Q y N z 31 s 4 0 0 �° 0a6 oQ ISSUE BLOCK CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 ��roo > d H _ J ' . O N CO � :.o rr44 �, 'ri ) i,-� LJ DE o h QyE-+F- 3 _: �: ❑ es � C? til D z ISSUE BLOCK CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 FRAMING DETAILS SHEET: S5 0 0 � ao 0.B i co ��roo �. :.o >1 E��l H O u as h 3 _: �: ❑ es � C? til FRAMING DETAILS SHEET: S5 (2) 1/2" DIA A307 THREADED RODS SETIN EPDXY ADHESIVE WITH 6" EMBEDMENTINTO GROUT FILLED CELLS. INSTALL PER MANUFACTURERS SPECS. LOCATE AT EACH END AND CENTER OF FRAME. CMU BOND BEAM WITH (1) #5 CONT FULLY GROUT ONE COURSE ABOVE BOND BEAM FOR LENGTH OF PLATFORM is 4'-0" L 3x3xl/4 BRACE AT EACH END OF PLATFORM REF 19—S5.1 FOR GRATING AND ANGLE FRAME DETAILS 3 SIDES 109'-0" Wrl TOS EL F: BEAM, REF PLAN L4x4x3/8xO'-6" WITH (2) 1/2" DIA THREADED RODS EMBED 6" WITH EPDXY ADHESIVE ART STORAGE JOIST GI REF PLAN 4'-0" (X 8'-0") L 4x4xl/4 ANGLE FRAME (4'-0" x 8'-0") SHOP WELD FRAME 1 1/2" x 1 /8" BAR GRATING WELDED TO 04 ANGLE FRAME 114'-0" WrlTOS EL REF ARCH FOR EXACT LOCATION OF FRAME jk I 112'-8" (3) 1/2" DIA A307 THREADED RODS SET IN IV TO GIRT EL EPDXY ADHESIVE WITH 6" EMBEDMENT INTO s, GROUT FILLED CELLS. INSTALL PER CMU BOND BEAM WITH (1) MANUFACTURERS SPECS. LOCATE AT EACH #5 CONT FULLY GROUT END AND CENTER OF FRAME. RID THREE COURSES ABOVE BOND BEAM FOR LENGTH OF PLATFORM 1/ JOIST GI REF 1-S5 FOR ITEMS SHOWN BUT NOT NOTED PIPE SUPPORT PLATFORM GRID REMAINING JOIST ALONG THIS GIRDER SHALL HAVE STANDARD 5" END SEAT PER JOIST NOTES 1 nm nRAWINR 54 i" JOIST SEAT 7" JOIST SEAT 9" JOIST SEA 6" JOIST SEA 3" JOIST SEAT J BLOCK WALL )UT AND 4FORCE PER IEDULE 5" JOIST SEA 9" JOIST SEAT 6" JOIST SEAT C6x1 5/8x16 GA MTL STUD AT 24" OC BEAM, REF PLAN PC16 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO STUB (2) C6 x 1 5/8 x 16 GA METAL STUD HEADER REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR ATTACHMENT GRID (2) 3/4" DIA ERECTION BOLTS TYPE SIZE AND SPACING ON 5" GA AT EACH JOIST GIRDER CONT ANGLE REF SECTION 4-S5.1 1 (NOT REQUIRED AT SIM) TYP- 1�4 - 3 - - (2) L4x3 1/2x5/16xl'-4" (LLH) ----- — 2 NOT USED 2 14 NOT USED 15 PLATE' 1 I 4x SIDES 1 /4 1 TYP 1 4 1 11 1/4 JOIST STABILIZER PLATE REF TYP DETAIL 10-S5 FOR INFO 1 I II I I I I I I I I I I I I STABILIZER PLATE 1/2"x6"x0'-6" DO NOT WELD JOIST GIRDER TO PLATE TYP BEAM JOIST GIRDER 1 0 3/4"=1'-0" 013104 REF ARCH TOM EL REF ROOF FRAMING PLAN TO BOND BEAM EL r1 REF ROOF FRAMING PLAN 0 �J 5 3/4"= — 1 BEAM REF PLAN 31161/2 ® 12 S5-021 �_w TS7x5x3/16x4'-5" AT U) CENTER OF EACH JOIST SPACE o 0 REF 1-S5.1 FOR ATTACHMENT TOu_ x JOIST GIRDE w o I ED CONNECTION TO CONT ANGLE 022704 S5-023 9 NOT USED TYP 3/16 4 JOIST GI R REMAINING JOIST ALONG THIS GIRDER SHALL HAVE STANDARD 5" END SEAT PER JOIST NOTES ON DRAWING S4 JOIST BEARING AT INTERNAL DRAINS LV 3/4"=1'-0" S5-501_BDI Ej GRID CMU BLOCK WALL GROUT AND REINFORCE PER SCHEDULE REMAINING JOIST ALONG THIS GIRDER SHALL HAVE STANDARD 5" END SEAT PER JOIST NOTES ON DRAWING S4 JOIST BEARING AT INTERNAL DRAINS 19 3/4"=1'-0" S5-500-BDI tTES: JOIST, JOIST GIRDER n POLUMN OMITTED FOR Y 13 VIVI V L/�r r,l V JI V 3/4"=1'-0" 022202 TINUE STEEL R AT ROOF SION JOINT ZCH FOR CMU SION JOINT TYP 1 4 GRID REF COLUMN SCHED FOR SIZE TIE PLATE 1/4"x3"x0'-6" � I � 1 i 3 SIDES TYP 1 4 i 1/8 1 1/2 (2) 1/2" DIA ERECTION i 1/8 1 1/2 BOLTS I � � TMP 3/16 GRID REF PLAN REF PLAN SLOPE 1/4": 12" ( P #10 TEK SCREWS, Ll 1 /2x1 1/2X16 GA CONT REF ARCH TO PARAPET EL C6x1 5/8x16 GA AT 24" OC I C3 5/8x1 5/8x16 GA AT 24" OC TYP LINO (2) 0.145 DIA PAF BEAM, REF PLAN 118'-1" TOS EL I I I ' I I I II � li i I Q PARAPI #10 TEK SCREWS, TYP GRI L1 1 /2x1 1/2X16 GA CONT REF ARCH 06 1/4" CAP PL WITH TO PARAPET EL SEAL C3 5/80 5/8x16 GA 131' AT 24" OC TOS E (2) 0.145 DIA PAF REF 16-S5.1 FOR BEAM SIZE 131'-4" OL TOS EL PARAPET SECTI 17 3/4,.=1'-0" GRID CL OF EXPANSION JOINT —REF CMU WALL EMBED SCHEDULE FOR SIZE 1 1 OF CONT STEEL 2 2 MEMBERS 11" MIN JOIST GIRDER TOP CHORD WIDTH AT EXPANSION JOINT DO NOT WELD JOIST TO JOIST - GIRDER I (2) 3/4" DIA A325 BOLTS. INSTALL CENTERED IN 2" LONG SLOTS PARALLEL TO JOIST IN JOIST SEAT WITH DOUBLE NUTS ON SLIDING SIDE OF EXPANSION JOINT. (FINGER TIGHTEN FIRST NUT AND WRENCH TIGHTEN SECOND NUT AT EACH BOLT LOCATION) \LL 12 EXPANSION S5-024 3/4" 022202 GRID SD -FRAM -576 SECTION SD -FRAM -577 163/4"=l'—O" SD -FRAM -575 GRID (2) 3/4" DIA A325 BOLTS. CL OF EXPANSION JOINT INSTALL CENTERED IN 2" LONG SLOTS PARALLEL TO JOIST IN REF COLUMN SCHED JOIST SEAT WITH DOUBLE NUTS ON FOR SIZE SLIDING SIDE OF EXPANSION JOINT. (FINGER TIGHTEN FIRST NUT AND WRENCH TIGHTEN SECOND NUT AT I I EACH BOLT LOCATION) FIXED I i 1/8 1 1/2 1/8 1 SIDE 1/2 ONLY PROVIDE BRACING FOR BOTTOM CHORD OF JOIST TYP 1/4 GIRDER AS REQD BY SJI 1/4 ON FIXED SIDE OF 0 EXPANSION JOINT ONLY I DO NOT WELD BOTTOM CHORDS TO STABILIZER PLATES ` EXPANSION J, S5-022 \ 1 1 3/4"=1'-0" I I 1/4 3 GRID 1/4 3 I I I I (2) 3/4" DIA ERECTION /` REF ROOF FRAMING PLAN BOLT ON 5" GAGE NV JIBE I I I I \\ \\ 13/16" DIA HOLE FOR 1 1 L4x4xl /2x0'-8" GUYING ENDSEAT, TYP JOIST STABILIZER PLATE TYP 1/4 1/2"x6"x0'-6" DO NOT WELD 1/4 1 T JOIST TO PLATE — I 0 1 1 0 REF 7-S5.1 FOR JOIST NOTE: GIRDER/COLUMN CONNECTION JOIST SHALL HAVE A MIN TOP CHORD WIDTH OF 4" JOIST COLUMN CONNECTION GIRDER 8 3/4"=1'-0" SD -FRAM -505 3/4"=1'-0" GRID (2) L2x2xl/4x1'-10" CONTINUITY (2) L3 1/2x3 1/2x3/8x4'-2" ANGLES BOTH SIDES PROVIDED BY CONTINUITY ANGLES ON BOTH JOIST MFR SIDES PROVIDED BY JOIST MFR TYP 3/16 1. PROVIDE SIMILAR TOP CHORD THICKNESS WITHIN 1/8" TO _ ACCOMMODATE WELDING OF CONTINUITY ANGLE AS SHOWN 2. CONTINUITY ANGLES DESIGNED FOR AXIAL LOAD ONLY 3. JOIST MFR TO DESIGN JOIST GIRDERS TO ACCOMMODATE ANY MOMENTS DUE TO ECCENTRICITIES BETWEEN TOP CHORD AND CONTINUITY ANGLE 1ER DRAG STRUT (3 S5-016 1. PROVIDE SIMILAR TOP CHORD I I I I I WT10.5x3, x 0'-6' I I I I I I I I I 41" 2 I I I I I I I REF ROOF FRAMING PLAN JIBE I I I I I I 1 4 I I I I I I REF ROOF DIAPHRAGM I CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE AND SIZE LOCATE AT 6" OC TWO l i DECK FLUTES AT PLATE I � I I f I I STABILIZER PLATE 3/16 30112 1 1/2"x6"x0'-6" DO NOT WELD TYP JOIST GIRDER TO PLATE TYP 3/16 3@12 SECTION DOLUGM N CONNECTION - 0130 6 BEAM TO COLU M r GRID REF ROOF DIAPHRAGM CONNECTION REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DIAGRAM AND SCHEDULE FOR ATTACHMENT TYPE, SIZE AND ATTACHM SPACING SPACING TS7x5x3, TS7x5x3/16x4'-5" AT CENTER OF EACH JO EACH JOIST SPACE 23 THICKNESS WITHIN 1/8" TO SHALL HAVE FILE NAME: ACCOMMODATE WELDING OF CONTINUITY TOP CHORD 062504 ANGLE AS SHOWN OF 4" 5" JOIST SEAT 3/4" = 1'-0" COLUMN 19-S5.1 Y m' D�" € 3. JOIST MFR TO DESIGN JOISTS TO I O ACCOMMODATE ANY MOMENTS DUE TO 0 C6x1 5/8x16 GA MTL STUD AT 24" OC BEAM, REF PLAN PC16 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO STUB (2) C6 x 1 5/8 x 16 GA METAL STUD HEADER REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR ATTACHMENT GRID (2) 3/4" DIA ERECTION BOLTS TYPE SIZE AND SPACING ON 5" GA AT EACH JOIST GIRDER CONT ANGLE REF SECTION 4-S5.1 1 (NOT REQUIRED AT SIM) TYP- 1�4 - 3 - - (2) L4x3 1/2x5/16xl'-4" (LLH) ----- — 2 NOT USED 2 14 NOT USED 15 PLATE' 1 I 4x SIDES 1 /4 1 TYP 1 4 1 11 1/4 JOIST STABILIZER PLATE REF TYP DETAIL 10-S5 FOR INFO 1 I II I I I I I I I I I I I I STABILIZER PLATE 1/2"x6"x0'-6" DO NOT WELD JOIST GIRDER TO PLATE TYP BEAM JOIST GIRDER 1 0 3/4"=1'-0" 013104 REF ARCH TOM EL REF ROOF FRAMING PLAN TO BOND BEAM EL r1 REF ROOF FRAMING PLAN 0 �J 5 3/4"= — 1 BEAM REF PLAN 31161/2 ® 12 S5-021 �_w TS7x5x3/16x4'-5" AT U) CENTER OF EACH JOIST SPACE o 0 REF 1-S5.1 FOR ATTACHMENT TOu_ x JOIST GIRDE w o I ED CONNECTION TO CONT ANGLE 022704 S5-023 9 NOT USED TYP 3/16 4 JOIST GI R REMAINING JOIST ALONG THIS GIRDER SHALL HAVE STANDARD 5" END SEAT PER JOIST NOTES ON DRAWING S4 JOIST BEARING AT INTERNAL DRAINS LV 3/4"=1'-0" S5-501_BDI Ej GRID CMU BLOCK WALL GROUT AND REINFORCE PER SCHEDULE REMAINING JOIST ALONG THIS GIRDER SHALL HAVE STANDARD 5" END SEAT PER JOIST NOTES ON DRAWING S4 JOIST BEARING AT INTERNAL DRAINS 19 3/4"=1'-0" S5-500-BDI tTES: JOIST, JOIST GIRDER n POLUMN OMITTED FOR Y 13 VIVI V L/�r r,l V JI V 3/4"=1'-0" 022202 TINUE STEEL R AT ROOF SION JOINT ZCH FOR CMU SION JOINT TYP 1 4 GRID REF COLUMN SCHED FOR SIZE TIE PLATE 1/4"x3"x0'-6" � I � 1 i 3 SIDES TYP 1 4 i 1/8 1 1/2 (2) 1/2" DIA ERECTION i 1/8 1 1/2 BOLTS I � � TMP 3/16 GRID REF PLAN REF PLAN SLOPE 1/4": 12" ( P #10 TEK SCREWS, Ll 1 /2x1 1/2X16 GA CONT REF ARCH TO PARAPET EL C6x1 5/8x16 GA AT 24" OC I C3 5/8x1 5/8x16 GA AT 24" OC TYP LINO (2) 0.145 DIA PAF BEAM, REF PLAN 118'-1" TOS EL I I I ' I I I II � li i I Q PARAPI #10 TEK SCREWS, TYP GRI L1 1 /2x1 1/2X16 GA CONT REF ARCH 06 1/4" CAP PL WITH TO PARAPET EL SEAL C3 5/80 5/8x16 GA 131' AT 24" OC TOS E (2) 0.145 DIA PAF REF 16-S5.1 FOR BEAM SIZE 131'-4" OL TOS EL PARAPET SECTI 17 3/4,.=1'-0" GRID CL OF EXPANSION JOINT —REF CMU WALL EMBED SCHEDULE FOR SIZE 1 1 OF CONT STEEL 2 2 MEMBERS 11" MIN JOIST GIRDER TOP CHORD WIDTH AT EXPANSION JOINT DO NOT WELD JOIST TO JOIST - GIRDER I (2) 3/4" DIA A325 BOLTS. INSTALL CENTERED IN 2" LONG SLOTS PARALLEL TO JOIST IN JOIST SEAT WITH DOUBLE NUTS ON SLIDING SIDE OF EXPANSION JOINT. (FINGER TIGHTEN FIRST NUT AND WRENCH TIGHTEN SECOND NUT AT EACH BOLT LOCATION) \LL 12 EXPANSION S5-024 3/4" 022202 GRID SD -FRAM -576 SECTION SD -FRAM -577 163/4"=l'—O" SD -FRAM -575 GRID (2) 3/4" DIA A325 BOLTS. CL OF EXPANSION JOINT INSTALL CENTERED IN 2" LONG SLOTS PARALLEL TO JOIST IN REF COLUMN SCHED JOIST SEAT WITH DOUBLE NUTS ON FOR SIZE SLIDING SIDE OF EXPANSION JOINT. (FINGER TIGHTEN FIRST NUT AND WRENCH TIGHTEN SECOND NUT AT I I EACH BOLT LOCATION) FIXED I i 1/8 1 1/2 1/8 1 SIDE 1/2 ONLY PROVIDE BRACING FOR BOTTOM CHORD OF JOIST TYP 1/4 GIRDER AS REQD BY SJI 1/4 ON FIXED SIDE OF 0 EXPANSION JOINT ONLY I DO NOT WELD BOTTOM CHORDS TO STABILIZER PLATES ` EXPANSION J, S5-022 \ 1 1 3/4"=1'-0" I I 1/4 3 GRID 1/4 3 I I I I (2) 3/4" DIA ERECTION /` REF ROOF FRAMING PLAN BOLT ON 5" GAGE NV JIBE I I I I \\ \\ 13/16" DIA HOLE FOR 1 1 L4x4xl /2x0'-8" GUYING ENDSEAT, TYP JOIST STABILIZER PLATE TYP 1/4 1/2"x6"x0'-6" DO NOT WELD 1/4 1 T JOIST TO PLATE — I 0 1 1 0 REF 7-S5.1 FOR JOIST NOTE: GIRDER/COLUMN CONNECTION JOIST SHALL HAVE A MIN TOP CHORD WIDTH OF 4" JOIST COLUMN CONNECTION GIRDER 8 3/4"=1'-0" SD -FRAM -505 3/4"=1'-0" GRID (2) L2x2xl/4x1'-10" CONTINUITY (2) L3 1/2x3 1/2x3/8x4'-2" ANGLES BOTH SIDES PROVIDED BY CONTINUITY ANGLES ON BOTH JOIST MFR SIDES PROVIDED BY JOIST MFR TYP 3/16 1. PROVIDE SIMILAR TOP CHORD THICKNESS WITHIN 1/8" TO _ ACCOMMODATE WELDING OF CONTINUITY ANGLE AS SHOWN 2. CONTINUITY ANGLES DESIGNED FOR AXIAL LOAD ONLY 3. JOIST MFR TO DESIGN JOIST GIRDERS TO ACCOMMODATE ANY MOMENTS DUE TO ECCENTRICITIES BETWEEN TOP CHORD AND CONTINUITY ANGLE 1ER DRAG STRUT (3 S5-016 1. PROVIDE SIMILAR TOP CHORD I I I I I WT10.5x3, x 0'-6' I I I I I I I I I 41" 2 I I I I I I I REF ROOF FRAMING PLAN JIBE I I I I I I 1 4 I I I I I I REF ROOF DIAPHRAGM I CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE AND SIZE LOCATE AT 6" OC TWO l i DECK FLUTES AT PLATE I � I I f I I STABILIZER PLATE 3/16 30112 1 1/2"x6"x0'-6" DO NOT WELD TYP JOIST GIRDER TO PLATE TYP 3/16 3@12 SECTION DOLUGM N CONNECTION - 0130 6 BEAM TO COLU M r GRID REF ROOF DIAPHRAGM CONNECTION REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DIAGRAM AND SCHEDULE FOR ATTACHMENT TYPE, SIZE AND ATTACHM SPACING SPACING TS7x5x3, TS7x5x3/16x4'-5" AT CENTER OF EACH JO EACH JOIST SPACE I I 1 -SEAR C( = 1'-0" 113001 L4x4x1 /2x0'-8" ENDSEAT, TYP NOTE: JNF THICKNESS WITHIN 1/8" TO SHALL HAVE FILE NAME: ACCOMMODATE WELDING OF CONTINUITY TOP CHORD 062504 ANGLE AS SHOWN OF 4" G,, m 10 7 .B 2. CONTINUITY ANGLES DESIGNED FOR AT COLUMN AXIAL LOAD ONLY Y m' D�" € 3. JOIST MFR TO DESIGN JOISTS TO mS^ O ACCOMMODATE ANY MOMENTS DUE TO 0 Z ECCENTRICITIES BETWEEN TOP CHORD AND a. CONTINUITY ANGLE IST DRAG STRUT C2 il—oll 113001 S5 -015 I I 1 -SEAR C( = 1'-0" 113001 L4x4x1 /2x0'-8" ENDSEAT, TYP NOTE: JNF JOIST SHALL HAVE FILE NAME: A MIN TOP CHORD 062504 WIDTH OF 4" G,, m 10 7 .B ob AT COLUMN SD -FRAM -507 TS5x2x3/16 WITH 3/16"x14" PL L3x3xl /4x0'-6" ERECTION SEAT JL (2) 1/2" DIA ERECTION BOLTS EA JOIST AT COLUMN 13/16" DIA HOLE FOR GUYING JOIST STABILIZER PLATE 1/2"x6"x0'-6" DO NOT WELD JOIST TO PLATE SOD -FRAM -502 FOR 1 SHEAR COLLECTOR _YP W oa oor� � OLL z ea*oFN zN bi Xao $OwoawU��wU aW� �m mmmwn'o OWO Odf~-/l2OQV z �a�wtmbx m}m08<t0oowwHzGo$Foo wz�o0'w o0<om0 zOz Q zCw zuj ww o�V ac ¢FLLww V�p0 CL oo �rl��WF=o wo pz N�o��o��a = aa��av0 � < r� ��oza r� LTJ ^moi F� o 0CD cocnv z 1 • JNF o= mm- DKS FILE NAME: o x a MAIL 062504 DOCUMENT DATE: 081104 G,, m 10 7 .B ob � �, ra•�w Y m' D�" € cf)F mS^ O 0 Z tee, a- a. 02 H ;gym P X06° Z a z U U F1 u m r� ��oza r� LTJ ^moi F� o 0CD cocnv z 1 • JNF DRAWN BY: DKS FILE NAME: MAIL 062504 DOCUMENT DATE: 081104 G,, m 10 7 .B ob � �, ra•�w mS^ .__ tee, a- 02 H X06° CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 .u0i°a�i M ce 0-s W 00 z °� G,, m 10 7 .B ob � �, ra•�w mS^ tee, a- 02 H X06° a � a BcG 0 u l cu FRAMING DETAILS SHEET: 55.1 cr N REF SHEET S3 B _ JBE SIM U) W U <t 4 N I V) IW _ 6-S6.2 A.2 °o O � I I I N 4.8 F RnnF FRAKAIN 32'-4" W=I �U) '00 J5F DESIGN TWO JOISTS ON GRID B FROM GRIDS 3.4 TO 4.8 FOR ANNN,,, AXIAL COMPRESSION OR TENSION FORCE OF 12 KIPS APPLIED TO THE TOP CHORD J14 ------- ---------------- ------- I I I F 0 op N A.9 = oI/ METAL ROOF DECK N I 0 1 1 1/2 " x 18 GA t` I I I I � I I � I I 26'-6" 4'-2" 1 9,- 8" I 1 -0" I I 3.4 3.2 3 ALL DIMENSIONS ARE TO OUTSIDE FACE OF METAL STUD UNO cF-nm lg5_gcl VESTIBULE 1 /8" = 1'-0" I 4.8 4 3.8 66 3 MING PLA r-- l n�I I I ❑ IC2 �/ ---- -= IF3 J I i Iii �+ o I ah o V) (3)(3) u 10-S2 .1 SIM 00 N F C7A N I of 95'- N TOF E I WIDEN FOOTING AT PILASTER AND I 4-S4.3 REINFORCE WITH AN ADDITIONAL #5 PILASTER DETAILS, TYP FOR VE S TI B U 1/8" = 1'-0" I6'-0" 6'-8" 3'-4" 1'-2" 32'-4" 4.8 FOUNDATION PLA 5'-8" 21'-8" 5'-0" - - - I II I o 24'-1" I I 11-S2.1 I N I I I S6-001-195_gcl V) I N C6r 1�1 r-- IC2 I r--� I , �j I C11 I L --------- --- F61 I --- IF3------- ' -- -------- L------- J - -� Fli ❑ I ------------------------�-- — — —L- I-- --------L---F— —� 4 -- ----�� —C6A C9AI o ——� �F' I F6 F10�—I IJ A.9 0 95 4" I I I= I 95'-4" I TOP EL I i I TOF EL 1-52 I N 1 3-52.1 - 1I 6-S2.1 oI of `o ro _0 I I i ii II 13 N I� I� I 14 -4" I ii i I C9 co WF1 -----{ I�----------------------- F10r-I I, ------------------------------- -- - - - - - - - - - ----- -- ----- -- — — — — WF1 —_--- —_ e I -- I LI F9-------- F91 -- I 95'-4"� avi I t14 L TOF EL ---�--� J I I I I I I I I I 4" i CENTER FOOTING L i I i i ON PILASTER, TYP I I I L , I I 8-S4.3 PROVIDE VERTICAL REINFORCING 1'-2" I AT EACH CORNER 0. PILASTER 1+-2" 1'-2" AND GROUT INSIDE OF PILASTER TO ELEV = 100'-0", TYP 16'-4" 16 I-ol6'-0"1 28'-4"16'-0" 6'-0"1 36'-0" 6'-0"I ALL DIMENSIONS ARE TO OUTSIDE FACE OF 9'-8" 26'-6" 4'-2" u 9 -8' 25'-0" 17'-0" 1'-2' CMU UNO 126'-8" I � ~ I I I 4 3.8 3.4 3.2 3 2.5 2.2 S6- 001-195-gcl JZ wH} Lu ZLnF � B� �o� Hy�iv.aI5' N<-��ioom ainZ ,€Z`iw}�mu> z 3Gz ��rc sdih'oZ Q =-Oi'LMmz"iwaltZFFao3 � 9oz -tl -w,w- 6- a Nw �coxwFE5sm2mirF- (n on Fr Z< 2aiK<z`a2 a IN ISSUE BLOCK TA 7 CCD #2 112/16/041 CCD #5 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 z�pa /p y � va O ^N m�mo;aa a�a� aQl ►-1 0 w € G Nw � N g LJ DEcgl �4 O 0 CD co 9a k w VI as Pg� k �Ftltlii ; 6 8 'o u � Q IN ISSUE BLOCK TA 7 CCD #2 112/16/041 CCD #5 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 LJ Q4 /p y � va O ^N .O t N O H r7 ►-1 0 a: G Nw � N r� ^�I LJ DEcgl �4 O 0 CD co w as z IN ISSUE BLOCK TA 7 CCD #2 112/16/041 CCD #5 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE 081104 GR VESTIBULE PLANS SHEET: S6 p0. z y � va O C4 .O t N O a: G Nw Q 0 N �4 q Q GR VESTIBULE PLANS SHEET: S6 3 a N M I I NI U Ln rn E cD aj N O < m DESIGN THREE JOISTS ON GRID B FROM N m Lu v GRIDS 7 TO 9.7 FOR AN AXIAL Lo N in D w v o COMPRESSION OR TENSION FORCE OF 10 � m o IN o , m KIPS APPLIED TO THE TOP CHORD ' o o SIM o w SIM F o N I 3-S5.1 3-S5.1 3-S5.1 0 o I J6C J15A 610 ' _ o13 �3 �-'------------------------ ---------------------- q� O ❑ - B REF SHEETJBE I ii I �I ® 1113-S6.2 2-S6-2 i i 6-S6.2 N , N I 0) � SimI I M O I o m o 11-S6.2 II o m �0) it II iio ao A 2 REF SHEET S3 OL II JBE A.2 ----------------- -j __ _ _ - - --- - - -- - - --------------------------------- _ ------- --�� - - -----------------------------------�---------- O _________ _ N U) CC)0 _ O N I I I U) N N I N ' N r N METAL ROOF DECK I co 1 m 11/2"x18 GA o �j' 'I 1'0 I I I I I 1 ALL DIMENSIONS ARE TO OUTSIDE FACE OF 1'-0" 9'-8" 28'-0" 9'-8" 26'-4" 1'-0" METAL STUD UNO I I I I 1 75'-�- I I I I I 1 0 9.7 9.4 8.8 8.6 7.8 1/8" = 1'-0" S6.1-001-195-GCL 1/81, = 1'-0" 1/8" = 1'-0" c �e A.1 N I A.1 - N O I I N 0 5'-10" 21'-8" 4'-6" II __ II I I a, II II II I I L7" 24'-1" 4'-8�' 00 I I 11-S2.1 I I N II "' Ln I I I F rl II --1C7 C2r---i I I r -I LIC2 I 1 r - - -I IF7 -WF1 -_F31 IM L --------------- I IF3 Cl C21 13 - - ------------------------------- - I F11 1 F31 - B --------------- --------------- I I �I it I co o f I f --- li 95'-4" l i l I I I N i i� I I � TOF EL I 1-S2 i I SIM ro 6-S2.1 I ii It= I I I SIM n 13-S2.1 10-S2.1 TOF EL I �I ii iI I C9 it i 2 1 C7 r- h I a �I - o A.2 Fl F10 li i- - - - - FS1 _ -- � C wF1 L F9I I n O m L�- - ---J L --�--- - o I I 95'-4" TOF EL I i I WIDEN FOOTING AT MASONRY q01 PILASTER AND REINFORCE WITH L ---_r ------------------------------- - ----j 4-S4.3 AN ADDITIONAL #5 CONT CENTER FOOTING t i EF 14-S2 FOR PILASTER DETAIL ON PILASTER, TYP _ 8-S4.3 ' uNi 00 PROVIDE VERTICAL REINFORCING AT EACH CORNER OF PILASTER AND GROUT INSIDE OF PILASTER I TO ELEV = 100'-0", TYP 1'-2" 1'-2" 15'-4" 6'-0" 6'-0 1 25'-8" 6'-0" 6'- 17'-4" 9'-8" 28'-0" 9'-8- 93'-4" TYP I I 20'-4" 6'-0"1 ALL DIMENSIONS ARE 26'-4" 1'-2" TO OUTSIDE FACE OF CMU UNO i I i 10 9.7 9.4 8.8 8.6 7.8 S6.1-001-195-GCL S6.1-001-195-GCL �a Wo' N'Z � <aa w��zwJm`-"tea}zu,�m o � _ O ado ��wLL �wz��a Z Q�UaS'po�-awww� Oy,Ow UO p€p Q §�CZww�`aU�UQB< �_ ,�0 0 OF ~ InSw ZO OZWWOO FJi §QQ JwQ(lIQ KKQH 0 DRAWN BY: DKS FILE NAME: 0 o I I 081104 G p�ms o N a� e9a I N O V w A.1 - N O I I N 0 5'-10" 21'-8" 4'-6" II __ II I I a, II II II I I L7" 24'-1" 4'-8�' 00 I I 11-S2.1 I I N II "' Ln I I I F rl II --1C7 C2r---i I I r -I LIC2 I 1 r - - -I IF7 -WF1 -_F31 IM L --------------- I IF3 Cl C21 13 - - ------------------------------- - I F11 1 F31 - B --------------- --------------- I I �I it I co o f I f --- li 95'-4" l i l I I I N i i� I I � TOF EL I 1-S2 i I SIM ro 6-S2.1 I ii It= I I I SIM n 13-S2.1 10-S2.1 TOF EL I �I ii iI I C9 it i 2 1 C7 r- h I a �I - o A.2 Fl F10 li i- - - - - FS1 _ -- � C wF1 L F9I I n O m L�- - ---J L --�--- - o I I 95'-4" TOF EL I i I WIDEN FOOTING AT MASONRY q01 PILASTER AND REINFORCE WITH L ---_r ------------------------------- - ----j 4-S4.3 AN ADDITIONAL #5 CONT CENTER FOOTING t i EF 14-S2 FOR PILASTER DETAIL ON PILASTER, TYP _ 8-S4.3 ' uNi 00 PROVIDE VERTICAL REINFORCING AT EACH CORNER OF PILASTER AND GROUT INSIDE OF PILASTER I TO ELEV = 100'-0", TYP 1'-2" 1'-2" 15'-4" 6'-0" 6'-0 1 25'-8" 6'-0" 6'- 17'-4" 9'-8" 28'-0" 9'-8- 93'-4" TYP I I 20'-4" 6'-0"1 ALL DIMENSIONS ARE 26'-4" 1'-2" TO OUTSIDE FACE OF CMU UNO i I i 10 9.7 9.4 8.8 8.6 7.8 S6.1-001-195-GCL S6.1-001-195-GCL �a Wo' N'Z � <aa w��zwJm`-"tea}zu,�m o � _ O ado ��wLL �wz��a Z Q�UaS'po�-awww� Oy,Ow UO p€p Q §�CZww�`aU�UQB< �_ ,�0 0 OF ~ InSw ZO OZWWOO FJi §QQ JwQ(lIQ KKQH ISSUE BLOCK 11/17/04 CCD #2 /2\ 12/16/04 CCD #5 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: ^ a Omn o PROTO CYCLE: 062504 o- 081104 G p�ms a� e9a I O V w z w a g 8 U v J tl r r O o 0 Z � xoa V U U ISSUE BLOCK 11/17/04 CCD #2 /2\ 12/16/04 CCD #5 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 G ON CO ul w a H � U U �..� LLI O ISSUE BLOCK 11/17/04 CCD #2 /2\ 12/16/04 CCD #5 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 GM VESTIBULE PLANS SHEET: S6.1 G ul a a 9 u a H � U U Q b ti GM VESTIBULE PLANS SHEET: S6.1 0 Z Z L�Q w rn N O 0 E 0-0) N�_ d 0 r%i co rn I � 0 m N � a 1 03 J U N U N CMU BEYOND BOND BEAM WITH (1) #5 CONT 1 1 F/ 3 SIDES 3 16 TYPE 1 EMBED PL AT CL OF EACH JOIST 118'-0" TO BOND BEAM EL BOND BEAM WITH (1) #5 PL 3/8x4x0'-10" CONT FULLY GROUT ONE 3 16 COURSE ABOVE BOND BEAM , MTL ROOF DECK REF PLAN DESIGN JOIST FOR AN ADDITIONAL HORIZONTAL AND VERTICAL LOAD OF 1.5 KIPS APPLIED AT THE BOTTOM CHORD L3x3x1/4 BRACE AT EACH JOIST WELD TO JOIST AT PANEL POINT AFTER ALL ROOF DEAD LOAD HAS BEEN APPLIED BLOCKOUT AROUND JOIST, PACK WITH FIRESAFING ^ SECTION RI REF REF PLAN PLAN REF 4-S6.2 FOR MTL STUD FRAMING I I I I i I 1 I r I I I I I FINISH MATERIAL REF ARCH + I + 1 i + �I TOS EL '1 1 I I i (3) #10 TEK SCREWS, TYP MTL STUD CONNECTION—A PILASTER WAL (15 , /2„-1'-0„ � i 1 1 I I I 4 SIDES 3 16 I I � I WALL BRACING SECTION BEAD 13 3/4"=1'-0" S6-505.195 1 3/4"=1'-0" 1/2" DIA x 5" BEARING PLATE 3/8"x7"x0'-7" HSA AT 32" OC WITH (2) 1/2" DIA x 5" HSA BEARING PLATE 3/8"x7"x1'-3" FACE SHELLS GROUT COURSE WITH AT SIM 4)1/2" DIA x 5" HSA ABOVE LINTEL SOLID FOR LENGTH g" CMU WALL PROVIDE BLOCK TIES AT OF LINTEL 16" OC WELD TO EACH SIDE OF WEB REF SECTIONS REF SECTIONS ZIL L BOS EL c BOS EL (2) #3 TIES BEAM REF PLAN c 4 C SECTION3/16 2 2 —4" 3116V 2REF SHEET S4 FOR JAMB REINFORCEMENT GROUT CM BELOW BE..... �_....... REF PLAN REF REF PLAN PLAN SLOPE REF ARCH 11/4": 12" NV TO PARAPET EL (3) #10 TEK SCREW, TYP MTL STUD CONN C3 5/8x1 5/8x16 GA MTL STUD AT 24" OC h EF FRAMING EL NV TO GIRT EL GIRT REF FRAMING EL C6x1 5/8x16 GA MTL STUD AT 24" OC FINISH MATERIAL REF ARCH C3 5/8x1 5/8x16 GA MTL STUD AT 24" OC 117'-2" 117'-0" --- REF PLAN (2) 0.145 DIA PAF'S, TYP I I 114' TOS EL '11 I I ill I I II I I .j1 I I i l l I I II 112'-2" C3 5/8x1 5/8x16 GA MTL / STUD AT 24" OC (UNO) STORE FRONT REF ARCH - 1 4 ENTRY WAL REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND SPACING EA EMBED\ TYP / 3 1 BRIDGING AS REQ'D BY SJI (2) #12 TEK SCREWS AT 24" OC L5x3x1/4 (LLH) CONT C8x1 5/8x16 GA MTL STUD AT 24" OC — —<EA STUD TYP 1 1 /2"x1 1 /2"x16 GA BRIDGING CHANNEL AT 1/3 POINTS L3x3x1/4 CONT BEAM REF PLAN, TYP L1 1 /2x1 1 /2x16 GA CONT, TYP SLIDING DOOR REF ARCH REF PLAN REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND SPACING — REF CMU WALL EMBED SCHEDULE FOR SIZE OF CONT STEEL MEMBER AND FOR TYPE, SIZE, AND SPACING OF EMBEDS A307 THREADED RODS SET IN EPDXY ADHESIVE, WITH 6" EMBEDMENT INTO GROUT FILLED CELLS. INSTALL PER MFR SPECIFICATIONS REF CMU WALL EMBED SCHEDULE FOR SIZE AND SPACING 114'-0" TO BOND BEAM EL BOND BEAM WITH (1) #5 CONT FULLY GROUT TWO COURSES ABOVE FOR ENTIRE LENGTH OF VESTIBULE REF ARCHjk BOS EL S6-003_195 FINISH MATERIAL REF ARCH 14 GA VERTICAL SLIDE CLIP AT EACH STUD, INSTALL PER MANUFACTURERS RECOMMENDATIONS — REF ROOF FRAMING PL JBE L5x3x1 /4/4 (LLH) CONT BEAM REF PLAN C6x1 5/8x16 GA MTL STUD AT 24" OC C3 5/8x1 5/8x16 GA MTL STUD AT 24" OC (3) #10 TEK SCREWS ­�- JOIST FOR AN ADDITIONAL 500# CONCENTRATED LOAD APPLIED A307 THREADED RODS GRID (2) C12x1 SET IN EPDXY MTL STUD HEADER, REF ADHESIVE, WITH 6" REF REF DETAILS EMBEDMENT INTO PLAN PLAN J GROUT FILLED CELLS. AND SPACING, TYP EMBEDDED PLATE REF CMU INSTALL PER MFR V5 z EA STUD RECOMMENDATIONS REF ® 1 8 2 TYP CMU WALL EMBED TYP SCHEDULE FOR SIZE 1 1 (3) #10 TEK AND SPACING BRIDGING AS REQ'D SCREWS, TYP MTL 114'-1" BY SJI STUD CONNECTION NV TOS EL + N"H 114'-0" d + I1 l TO BOND BEAM EL - MTL STUD U GIRT REF FRAMING BOND BEAM WITH (1) EL, TYP #5 CONT FULLY GROUT L3x3x1/4 CONT ONE COURSE ABOVE REF 4—S6.2 FOR FOR ENTIRE LENGTH OF PILASTER jk 114'-1" + - CONTINUATION OF MTL + -------------- z ------ ------ ---------------- STUD FRAMING SECTION PILASTER 0 C3 5/8x1 5/8x16 GA (3) #10 TEK SCREWS DWALL L3x3x1/4 CONT - J U N U N CMU BEYOND BOND BEAM WITH (1) #5 CONT 1 1 F/ 3 SIDES 3 16 TYPE 1 EMBED PL AT CL OF EACH JOIST 118'-0" TO BOND BEAM EL BOND BEAM WITH (1) #5 PL 3/8x4x0'-10" CONT FULLY GROUT ONE 3 16 COURSE ABOVE BOND BEAM , MTL ROOF DECK REF PLAN DESIGN JOIST FOR AN ADDITIONAL HORIZONTAL AND VERTICAL LOAD OF 1.5 KIPS APPLIED AT THE BOTTOM CHORD L3x3x1/4 BRACE AT EACH JOIST WELD TO JOIST AT PANEL POINT AFTER ALL ROOF DEAD LOAD HAS BEEN APPLIED BLOCKOUT AROUND JOIST, PACK WITH FIRESAFING ^ SECTION RI REF REF PLAN PLAN REF 4-S6.2 FOR MTL STUD FRAMING I I I I i I 1 I r I I I I I FINISH MATERIAL REF ARCH + I + 1 i + �I TOS EL '1 1 I I i (3) #10 TEK SCREWS, TYP MTL STUD CONNECTION—A PILASTER WAL (15 , /2„-1'-0„ � i 1 1 I I I 4 SIDES 3 16 I I � I WALL BRACING SECTION BEAD 13 3/4"=1'-0" S6-505.195 1 3/4"=1'-0" 1/2" DIA x 5" BEARING PLATE 3/8"x7"x0'-7" HSA AT 32" OC WITH (2) 1/2" DIA x 5" HSA BEARING PLATE 3/8"x7"x1'-3" FACE SHELLS GROUT COURSE WITH AT SIM 4)1/2" DIA x 5" HSA ABOVE LINTEL SOLID FOR LENGTH g" CMU WALL PROVIDE BLOCK TIES AT OF LINTEL 16" OC WELD TO EACH SIDE OF WEB REF SECTIONS REF SECTIONS ZIL L BOS EL c BOS EL (2) #3 TIES BEAM REF PLAN c 4 C SECTION3/16 2 2 —4" 3116V 2REF SHEET S4 FOR JAMB REINFORCEMENT GROUT CM BELOW BE..... �_....... REF PLAN REF REF PLAN PLAN SLOPE REF ARCH 11/4": 12" NV TO PARAPET EL (3) #10 TEK SCREW, TYP MTL STUD CONN C3 5/8x1 5/8x16 GA MTL STUD AT 24" OC h EF FRAMING EL NV TO GIRT EL GIRT REF FRAMING EL C6x1 5/8x16 GA MTL STUD AT 24" OC FINISH MATERIAL REF ARCH C3 5/8x1 5/8x16 GA MTL STUD AT 24" OC 117'-2" 117'-0" --- REF PLAN (2) 0.145 DIA PAF'S, TYP I I 114' TOS EL '11 I I ill I I II I I .j1 I I i l l I I II 112'-2" C3 5/8x1 5/8x16 GA MTL / STUD AT 24" OC (UNO) STORE FRONT REF ARCH - 1 4 ENTRY WAL REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND SPACING EA EMBED\ TYP / 3 1 BRIDGING AS REQ'D BY SJI (2) #12 TEK SCREWS AT 24" OC L5x3x1/4 (LLH) CONT C8x1 5/8x16 GA MTL STUD AT 24" OC — —<EA STUD TYP 1 1 /2"x1 1 /2"x16 GA BRIDGING CHANNEL AT 1/3 POINTS L3x3x1/4 CONT BEAM REF PLAN, TYP L1 1 /2x1 1 /2x16 GA CONT, TYP SLIDING DOOR REF ARCH REF PLAN REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND SPACING — REF CMU WALL EMBED SCHEDULE FOR SIZE OF CONT STEEL MEMBER AND FOR TYPE, SIZE, AND SPACING OF EMBEDS A307 THREADED RODS SET IN EPDXY ADHESIVE, WITH 6" EMBEDMENT INTO GROUT FILLED CELLS. INSTALL PER MFR SPECIFICATIONS REF CMU WALL EMBED SCHEDULE FOR SIZE AND SPACING 114'-0" TO BOND BEAM EL BOND BEAM WITH (1) #5 CONT FULLY GROUT TWO COURSES ABOVE FOR ENTIRE LENGTH OF VESTIBULE REF ARCHjk BOS EL S6-003_195 FINISH MATERIAL REF ARCH 14 GA VERTICAL SLIDE CLIP AT EACH STUD, INSTALL PER MANUFACTURERS RECOMMENDATIONS — REF ROOF FRAMING PL JBE L5x3x1 /4/4 (LLH) CONT BEAM REF PLAN C6x1 5/8x16 GA MTL STUD AT 24" OC C3 5/8x1 5/8x16 GA MTL STUD AT 24" OC (3) #10 TEK SCREWS ­�- JOIST FOR AN ADDITIONAL 500# CONCENTRATED LOAD APPLIED AT THE TOP CHORD FROM WEIGHT (2) C12x1 5/8"x16 GA MTL STUD HEADER, REF 6-S7 FOR ADDITIONAL i DETAILS FINISH MATERIALS REF ARCH I BOS EL GRID BCL EAM REF PLAN 3/16 12 3 16 2 7 1 I 1 I I I „ 4., I I I SEAT ANGLE L3x3x3/16xO'-8" i (— , w U I I i I REF ROOF FRAMING PLAN JBE I I I I I I I I I I I I I I I I I I 1 1 I I I I TS5x2x3/16 WITH I i3 16 3/16"x14" CONT PLATE 3 16 I I REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND 1 1 SCHEDULE FOR DECK I I ATTACHMENT TYPE AND SIZE LOCATE AT 6" OC AT TWO DECK FLUTES AT PLATE 3/16 3®12 TYP 3/16 3®12 SECTION COLUMN BRACING DETAIL EA STUD 8 2 TYP GIRT REF FRAMING EL, TYP REF 4—S6.2 FOR CONTINUATION OF MTL STUD FRAMING _ SECTION S6-508_195 (2) 1/2" DIA ERECTION BOLTS EACH JOIST AT COLUMN BEAM, REF PLAN 3/4" CAP PLATE WITH GRID WELD SIZED FOR K—SERIES GRID PROVIDE 4" MIN BRG LENGTH BEAM REF PLAN JOISTS USE SJI MIN FOR FOR LH JOISTS AND 2 1/2" LH -SERIES JOISTS MIN BRG LENGTH FOR K JOISTS PLAN TYP 1 8 1 1/2 1 IO 1 /8 1 1 /2 110 11 5/16 o 5/16 I BEAM REF PLAN ow BEAM JOIST 3/4"=V-0" I 3/8" SHEAR PLATE CONNECTION WITH (4) 3/4" DIA A325 BOLTS COLUMN REF PLAN I BEAM TO S6-504_195 1 ® COLUMN 022CON N E GRID EACH END 3/16 2 (4) 3/4" DIA A325 BOLTS 3/8" SHEAR PL CONNECTION WITH (3) 3/4" DIA A325 z 0 13/16" DIA HOLE FOR BOLTS (NO SLOTS) 3 16 2Il GUYING BEAM REF PLAN (NO SLOTS) JOIST STABILIZER PLATE 1/2"x6"x0'-6" DO NOT WELD rik REF ROOF FRAMING PLAN JOIST TO PLATE NV JBE ✓OLU M N REF ROOF DIAPHRAGM 55/1 S6-506_195 CONNECTION DIAGRAM AND 5/1 FINISH MATERIAL REF ARCH 14 GA VERTICAL SLIDE CLIP AT EACH STUD, INSTALL PER MANUFACTURER'S RECOMMENDATIONS REF ROOF FRAMING PL NV JBE L5x3x1/4 (LLH) CONT C6x1 5/8x16 GA MTL STUD AT 24" OC L1 1/2x1 1/2x 16 GA AT 24" OC !- REF FRAMING EL TOS EL (3) #10 TEK SCREWS SCHEDULE FOR DECK = ATTACHMENT TYPE AND SIZE LOCATE AT 6" OC AT TWO GRID DECK FLUTES AT PLATE REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK REF PLAN ATTACHMENT TYPE, SIZE AND SPACING TYP 3/16 3®12 3/16 3®12 SECTION 11 —r— I BEAM REF PLAN I 1 i /—(2) 0.145 DIA PAF'S 'GIRT REF FRAMING EL 52" V L J I I LJ lJ L L J I L,/ L ® 3/4" = 1'-0" S6-503_195 l 3/4" = 1'-0" REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK REF PLANATTACHMENT TYPE, SIZE AND SPACING � Fr L3x3x1/4 CONT AT FIRST JOIST PANEL POINT 1 1/2"x1 1/2"x16 GA BRIDGING CHANNEL AT MID POINT OF BRACE 4" — V-0" S6-005_195 GRID REF PLAN REF ARCH TO PARAPET EL L5x3z1/4 (LLH) CONT, TYP FINISH MATERIAL REF ROOF DIAPHRAGM ARCH CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE 14 GA VERTICAL SLIDE[?REF AND SPACING, TYP CLIP AT EACH STUD, INSTALL PER I6 TYP MANUFACTURERS RECOMMENDATIONS I 1/8 1 1/2 1 8 1 1 2 TYP I E ROOF FRAMING PLAN IV C6x1 5/8x16 GA MTL STUD AT 24" OC (2) #10 TEK SCREWS AT 24" OC ------\ 2VLJ 3/4"=1'- I 5" BEAM REF PLAN, TYP DESIGN JOIST FOR AN ADDITIONAL 500# CONCENTRATED LOAD APPLIED AT THE TOP CHORD FROM WEIGHT OF MTL STUD WALL DF STEP F S6-004_195 S6-502_195 3/162 TYP w TS5x2x3/16 WITH 3/16"x14" PLATE 3/8" CAP PLATE —1/4\4 SIDES (2) 1/2" DIA ERECTION BOLTS EA JOIST AT COLUMN 13/16" DIA HOLE FOR GUYING JOIST STABILIZER PLATE 1/2"x6"x0'-6" DO NOT WELD JOIST TO PLATE S6-007 R REF ARCH Vp L IV TO PARAPET EL FINISH MATERIAL REF ARCH 14 GA VERTICAL SLIDE CLIP AT EA STUD, INSTALL PER MANUFACTURERS RECOMMENDATIONS REF ROOF FRAMING PLAN NV TOS EL L5x3x1/4 (LLH) CONT I C6x1 5/8x16 GA MTL STUD AT 24" OC —� L1 1 /2x1 1/2x 16 GA AT 24" OC REF FRAMING EL TOS EL (3) #10 TEK SCREWS--/ REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND SPACING BRIDGING AS REQ'D BY SJI I (2) 0.145 DIA PAF'S 1 RT REF FRAMING EL 1/2" = 1 BOND BEAM WITH (1) #5 CONT FULLY GROUT TWO COURSES ABOVE AND ONE COURSE BELOW FOR ENTIRE LENGTH OF ROOF 116'-8" TO BOND BEAM EL 1 8 2 EA STUD 114'-0" TO BOND BEAM ffFIF ----BOND BEAM WITH (1) #5 CONT FULLY GROUT TWO COURSES ABOVE FOR ENTIRE LENGTH OF VESTIBULE S6-002_195 W w oa 00 fn rc w oz t' -z< = o z_5z�Qo�� ZNz Ill D 4�LL0¢W z wow O- awz oF U� w��Nda z x5045-09-gw,ws O 3wzwFaiiwwaz�oz Q zo yziw wa'��+Fa o3 O �o�''FwWc`5'k'��w dNw �cowwoxoz nzi F fA F�s*a<sB«<ww<P GRID DRAWN BY: z � REF ROOF DIAPHRAGM ooh d z m tl1m a axme PROTO CYCLE: CONNECTION DIAGRAM AND DOCUMENT DATE: F REF SCHEDULE FOR DECK $ FINISH MATERIALS PLAN ATTACHMENT TYPE, SIZE J REF ARCH AND SPACING, TYP EMBEDDED PLATE REF CMU Z 0 V5 z WALL EMBED SCHEDULE FOR REF ARCH ® SIZE AND SPACING TO PARAPET EL TYP 1� 3 16 2®12 w EA STUD BRIDGING AS REQ'D L5x3x1/4 (LLH) CONT, TYP 1 8 2 BY SJI BEAM REF PLAN N"H W � C6x1 5/8x16 GA - - MTL STUD o C8x1 5/8x16 GA AT 24" OC MTL STUD AT 24" OC jk 114'-1" + - --- + -------------- z ------ ------ ---------------- BOS EL - - - - - - - - - - - 0 C3 5/8x1 5/8x16 GA (3) #10 TEK SCREWS MTL STUD AT 24" OC L3x3x1/4 CONT - TYP MTL STUD CONN A307 THREADED RODS 112'-2" t ___-= 1 1/2"x1 1/2"x16 GA SET IN EPDXY ADHESIVE, - BRIDGING CHANNEL AT WITH 6" EMBEDMENT INTO ALLOW FOR 1 1/2" 1/3 POINTS GROUT FILLED CELLS. VERT DEFLECTION INSTALL PER MFR L1 1/2x16 GA SPECIFICATIONS REF CMU STORE FRO1/2x1 NT 1'-10" CONT, TYP WALL EMBED SCHEDULE REF ARCH FOR SIZE AND SPACING - CART STORAGE SECTION 1/2" = 1 BOND BEAM WITH (1) #5 CONT FULLY GROUT TWO COURSES ABOVE AND ONE COURSE BELOW FOR ENTIRE LENGTH OF ROOF 116'-8" TO BOND BEAM EL 1 8 2 EA STUD 114'-0" TO BOND BEAM ffFIF ----BOND BEAM WITH (1) #5 CONT FULLY GROUT TWO COURSES ABOVE FOR ENTIRE LENGTH OF VESTIBULE S6-002_195 W w oa 00 fn rc w oz t' -z< = o z_5z�Qo�� ZNz Ill D 4�LL0¢W z wow O- awz oF U� w��Nda z x5045-09-gw,ws O 3wzwFaiiwwaz�oz Q zo yziw wa'��+Fa o3 O �o�''FwWc`5'k'��w dNw �cowwoxoz nzi F fA F�s*a<sB«<ww<P ISSUE BLOCK 12/16/04 CCD #5 CHECKED BY: n y Y� DRAWN BY: z � Lo ooh d z m tl1m a axme PROTO CYCLE: 062504 DOCUMENT DATE: F $ z F ©ai J o n F � a, Z 0 V5 z U ISSUE BLOCK 12/16/04 CCD #5 CHECKED BY: JNF DRAWN BY: DKS Lo z PROTO CYCLE: 062504 DOCUMENT DATE: 081104 4.. � a, � ro o T '"t W '" Cl ® N r� 1� O w = 9 ryryryaaa w N"H W � C." c f1 E-4 0 o z 0 ISSUE BLOCK 12/16/04 CCD #5 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: z PROTO CYCLE: 062504 DOCUMENT DATE: 081104 " m p . 0 z m � b bb , 0. 4.. � a, � ro T '"t W '" Cl �c0, = ; obv Yap VESTIBULE DETAILS SHEET: S6.2 RID 3"I II REF ROOF FRAMING PLAN JBE 3/4" CAP PLATE (4) 3/4" DIA A325 BOLTS I I I I 4 SIDES 1/4 REF COLUMN SCHEDULE FOR SIZE WHERE APPLICABLE /16 2 /16 2 (2) L4x3 1/2x5/16x1'-4" (LLH) 1/4 1/4 BEAM, REF PLAN TYP L1 1 /2x1 1 /2x16 GA CONT, TYP REF ARCH TO PARAPET EL 10" 10" C3 5/8 X 1 5/8 x 18 GA MTL STUDS AT 24" OC REF ROOF FRAMING PL NV JBE BEARING PLATE 1"x5 1/2"; REF PLAN 6 3/4" - 1' - 52„ BRG REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR ATTACHMENT TYP, SIZE AND SPACING, TYP 6" f-- � \ I I II I i I it I I it EACH 3/16 2®12 3/16 2®12 STUD 1/8 2 I I I I I II I I II VARIES TOS EL FIBEAM (2) 0.145 DIA PAFEF PLAN,3/16 2®12 j i L3x3x1/4 CONT (3) #10 TEKSCREWS, TYP 3/16 2012 i i (2) 0.145 DIA PAF BRIDGING AS REQ'D MTL STUD CONN 1 1/2" x 1 1/2" xBY SJI, TYP x5/8 x 16 GAGE BRIDGING i I 18 GA MTL STUD AT CHANNEL AT MID 8'-0" OC SPAN i C3 5/8 x 1 5/8 x 18 GA C6 x 1 5/8 x 18 GA 1 1/2" x 1 1/2" x 16 i MTL STUD AT 24" OC FINISH MATERIAL i MTL STUDS AT 24 " GAGE BRIDGING REF ARCH i U T CHANNEL AT 1/4 EACH 1/8 2 POINTS OF MTL STUD STUD I I I 1 I IIF �I I' I 112'-8" IIII II 11 1' II I I -------------- '------- ----------- ---- --------- REF ARCH C3 5/8 x 1 5/8 x 18 GA L3x3x1/4 CONT MTL STUDS AT 24" OC (2) 1/2" DIA x 1'-6" ANCHOR BOLTS WITH 3" PROJECTION AND 3" HOOK 1" NON -SHRINK GROUT GROUT (2) CELLS SOLID DIRECTLY BELOW BEAM BEARING GROUT AND REINFORCE EACH CELL FROM TOP OF FOUNDATION TO BEAM BEARING SIZE BARS TO MATCH VERT WALL REINF AND TERMINATE WITH STD ACI HOOK S5-506 REF CMU EMBED SCHEDULE FOR SIZE OF CONT STEEL MEMBER, TYP 3/4" DIA A307 THREADED ROD AT 48" OC SET IN EPDXY ADHESIVE WITH 6" EMBEDMENTINTO GROUT FILLED CELLS. INSTALL PER MFR SPECIFICATIONS 112'-8" TO BOND BEAM EL BOND BEAM WITH (1)#5 CONT FULLY GROUT ONE COURSE ABOVE FOR ENTIRE LENGTH OF CANOPY LID REF CMU EMBED SCHEDULE FOR SIZE OF CONT STEEL MEMBER, TYP-\ EACH STUD 1/8 2 REF ARCH FOR GUTTER I I I REF FRAMING PLAN I CANOPY JBE �I I I C6 x1 5/8x18GA I I MTL STUDS AT 24" OC I I I I I I i I i I FINISH MATERIAL I I REF ARCH i I i I I I I I I I (3) #10 TEK SCREWS, TYP MTL STUD CONN I I I I I L1 1 /2x1 112 xl 6 GA CONT, TYP REF ARCH I V I 3/4 REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND SPACING TYP 6 2 3/16 2 3/16 2 L4x4x1/4 CONT AT 2ND PANEL POINT 1 1/2" x 1 1/2" x 16 GA BRIDGING CHANNEL AT MID SPAN --� 022704 EA STUD1/8 2 C35/8x1 5/8x18GAMTL STUDS AT 24" OC, TYP UNTO S5-513 METAL ROOF DECK 1 1/2%18 GAGE 116' --- — REF SECTION 1-S5 FOR ITEMS O) 01 SHOWN BUT NOT NOTED BOND BEAM WITH (1)#5 CONT Bt O) PROTO CYCLE: FULLY GROUT ONE COURSE II II II II II II II II II ABOVE AND TWO COURSES N m BELOW BOND BEAM AT DRIVE Iva THRU CANOPY z � aQ 9 REF CMU EMBED SCHEDULE FOR SIZE OF CONT STEEL MEMBER, TYP 3/4" DIA A307 THREADED ROD AT 48" OC SET IN EPDXY ADHESIVE WITH 6" EMBEDMENTINTO GROUT FILLED CELLS. INSTALL PER MFR SPECIFICATIONS 112'-8" TO BOND BEAM EL BOND BEAM WITH (1)#5 CONT FULLY GROUT ONE COURSE ABOVE FOR ENTIRE LENGTH OF CANOPY LID REF CMU EMBED SCHEDULE FOR SIZE OF CONT STEEL MEMBER, TYP-\ EACH STUD 1/8 2 REF ARCH FOR GUTTER I I I REF FRAMING PLAN I CANOPY JBE �I I I C6 x1 5/8x18GA I I MTL STUDS AT 24" OC I I I I I I i I i I FINISH MATERIAL I I REF ARCH i I i I I I I I I I (3) #10 TEK SCREWS, TYP MTL STUD CONN I I I I I L1 1 /2x1 112 xl 6 GA CONT, TYP REF ARCH I V I 3/4 REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND SPACING TYP 6 2 3/16 2 3/16 2 L4x4x1/4 CONT AT 2ND PANEL POINT 1 1/2" x 1 1/2" x 16 GA BRIDGING CHANNEL AT MID SPAN --� 022704 EA STUD1/8 2 C35/8x1 5/8x18GAMTL STUDS AT 24" OC, TYP UNTO S5-513 METAL ROOF DECK 1 1/2%18 GAGE 116' --- — tlo O) 01 tlm�� tl g .Ai Bt O) PROTO CYCLE: N mI( II II II II II II II II II al N m m Iva 613 z � aQ 9 O II II II Ofd -a:g4co" s4 11 1 (o IF N 1'-2" 6 EQ SPACES = 23'-3" 24'-11" v n DRIVE—THR v AMING PLAt S6-301-GCL GRID REF PLAN STIFFENER PLATE (3) 3/4" DIA 1/4" NEAR SIDE A325 BOLTS AND FAR SIDE 118'-1" TOS EL 4 SIDES 1/4 II I COPE BOTTOM FLANGE AND I STRIP TOP FLANGE ONE SIDE 8}�3/4� "-1'- BEAM REF PLAN CAP PLATE 1/2" WITH (4) 3/4 -DIA A325 BOLTS COLUMN REF PLAN 022704 RID 10" 7" C3 5/8x1 5/8x18 GA L1 1/2x1 1/2x16 GA METAL STUDS AT 24" OC CONT, TYP REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE AND 3" SPACING REF ARCH \ lip TO PARAPET EL 3/16 I I II EACH I I II I I II STUD 1/8 2 i 3/16 2 TYP 3/16 2 I ' I _ REF FRAMING PLAN I ' CANOPY JBE I 1 I i 3/16 2 REF CMU EMBED i i X\ 3/16 2 SCHEDULE FOR SIZE OF CONT STEEL MEMBER, TYP L4x4x1/4 CONT AT 2ND PANEL POINT C6 x1 5/8x18GA MTL STUDS AT 24" OC 1 1/2" x 1 1/2" x 16 GA ' BRIDGING CHANNEL AT MID SPAN FINISH MATERIAL I I REF ARCH I 1 I I I I I I I I (3) #10 TEK SCREWS, TYP MTL STUD CONN ' , I I I i L1 1 /2x1 1 /2x16 GA CONT, TYP —_ REF ARCH I+ 4 1v 3/4"-1'-0" -/ 1/81/ 2 C3 5/8 x 1 5/8 x 18 GA MTL STUDS AT 24" OC, TYP UNTO 022704 S6-308 S5-512 I I - I o II I I I C.2 N F —1 �-I C10 - F11 I I C L I IJ 16-S2.1 II II II N II � II to O O d I I I VARIES I o 0 o REF ARCH U-) N TOF EL II LIJ 111 I Lo �I n C10 0 --i- 2 i B.4 1 0 1 -0" 1'-0" i I 1 24'-11" 0.5 W aJi Wy�a ado ��o�oOoawU&i¢Wo aaa wm- wo�3w o H� OmVlg3! ZNa' I'- NVO �rw6' wz� Oou5i .o~a �o O �'w.w�a�cwi 0azzoQ Qz D5d � zwLi,ao�vzNa OO F N wiF{��wUwoOM'w F Nw FoSCWOWUMD- tn FDoiaa5EZawwawmww'aP ISSUE BLOCK CHECKED BY: tlo DRAWN BY: tlm�� tl g .Ai FILE NAME: m& tl�ms a s PROTO CYCLE: 062504 zZ � Q J w e Iva Z U z � ISSUE BLOCK CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE. 081104 QC'- H aQ 9 O N CO Ofd -a:g4co" s4 R U O O �r-..oo W E, � C�� -�` U of -'a .2��� O �a 0 (f)rn .-r C7 r^ ISSUE BLOCK CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE. 081104 •�O�a> cn lu rn P .. 00 3 Q.M. a' aQ 9 o ' -a:g4co" s4 R U O O E, � a. -�` U of -'a .2��� C.". � �a DRIVE—THRU CANOPY PLANS AND DETAILS SHEET: v rn U) rn c� z w m a fy w% �rn �r N E o O� 0 I rn 0 N o O N 0 a rn El (2)C8x1 5/8x18 GA MTL STUD HEADER WITH TRACK T&B HEADER DETAIL 6 N1TS CMU BEYOND REF SLAB PLAN FOR SLAB REINF _ REF ARCH FF EL IV DIAMOND DOWELS AT 16" OC 122603 PJF AND SEALANT REF ARCH - PAVING REF ARCH � 2 I (2) CBx15/8x18GA MTL STUD AT JAMBS i STUD HEADER REF ARCH 18 GA TRACK WITH (3) #10 TEK REWS EACH SIDE TO HEADER AND #10 TEK SCREWS TO JAMB GC5 r STUD JAMB It HEADER CONNECTION DETAI DIAMOND DOWELS AT 16" OC �ECTION AT ROLL SEAL DOOR SLA 4" = 1'-0" 122603 S7-504_99 1 3/4" = 1 122603 S7-536-195 REF ARCH FF EL S7-504_195 E.3 0 I ro GRID D.8 - 0 I i it i REF COLUMN SCHEDULE FOR COLUMN SIZE / I N I EACH i ON SIDE 3 16 1/4"x4"x1'-4" 2„ 2„ BENT PL 4"u4„ (2) 1/2" DIA EXPANSION D.2 - ANCHORS WITH 3 1/2" MIN EMBEDMENT REF FDN PLAN 0 FOR SLAB 0 co i O _ C.8 r in CN I 0 C.4 - 5 MTL PANEL, REF ARCH N 0 I MTL STUD AT 24" OC GC5 r N It ul N E.3 0 I ro GRID D.8 - 0 I i it i REF COLUMN SCHEDULE FOR COLUMN SIZE / I N I EACH i ON SIDE 3 16 1/4"x4"x1'-4" 2„ 2„ BENT PL 4"u4„ (2) 1/2" DIA EXPANSION D.2 - ANCHORS WITH 3 1/2" MIN EMBEDMENT REF FDN PLAN 0 FOR SLAB 0 co i O _ C.8 r in CN I 0 C.4 - 5 MTL PANEL, REF ARCH C8x15/8x18CA iv I MTL STUD AT 24" OC GC5 r REF ARCH - ul TOM EL 13-52.1 GF3 L BOND BEAM WITH (1) / #5 CONT c0 oo 0� I REF CMU WALL REINF DIAGRAM - PJF AND SEALANT REF ARCH (1) #5 CONT ---- PROVIDE HORIZ REINF AS INDICATED IN CMU WALL REINF DIAGRAM 2 - /\ 1 3/4" = 1 CLR W 122603 S7-532_195 (2) 1/4" DIA TAPCON ANCHORS WITH 1 1/4" MIN EMBEDMENT AT 24" OC REF SLAB PLAN FOR SLAB REINF #3 DOWELx4'-0" AT2 -0" 3'-4" OC 2 -0" REF FDN PLAN FF EL SOLID GROUT ALL CELLS BELOW GRADE LEVELING MORTAR BED BELOW FIRST COURSE CONT WALL FOOTING REF FDN PLAN AND SCHEDULE FOR FTG SIZE AND REINF REF FDN PL TOF U ~ CLR 122603 S7-500_99 0 i 0 N I 0 N 0 i 0 15 14.5 4.2 14.2 14.1 (pW 13.2 1338' 4" 40'- I I 1'-2" 19'-2" 19'-2" 22'-32" 18'-4 1 1'-2» 11 33 10" 1'-8" Ile � I 4" 10" 1'-2" 10'-2" 9'-0" 9'-0" 10'-2" 111 II I I I 1 rIl GC I I GF4 --------------- - —q• —_----_--_ 1 3'-6" - 33 8" -L1 J4. - - - -20,-0' J GcTl NGF4 3'-4" 10-S4.3 I� N � W U I I 1 I 10 QI " _ -I - GWF1 ---- 0 - I --------- - - IL J GC1 LJ J rlrli CC4 G&47 of GF1 GF2 GF2 I 00� --- - - 1 ---------- 1 GC5 I I U=0 J GF3 I I � 00 00F -1 GC5 J ---- o - --- I\ ---------- J GF3 I 0� - --------—-— - — - — -— J GF3 I I o I 1 I U) r , GC1 GC1r ---- - - - —- ------ --I JGF1 GF11 N 1 I _ J 1 GC5I 00 ---- i --------- J GF3 ---- - ---- - i ------------ J GF3 I I 0 M 1 I C)00---------- 1 ------ --- 1 GCS I -I cz1 J GF3 0 I 4'-10' 10'-0" 12'-0" 12'-2" IJ 0 I GC1 r l, t r h — - - - — — _ — — - — ��GF1 I JI GC7 jlGC7 GC7 I GF1 4-S2 N i 'SIM q `111 INS 0 N -S2.1 2-S7 17-S4.3 ---- -o ----Addhb I - -- — - - — - — -— J GC5 IJ 0 0 3-S7 1 J GF3 I I I II II 00rn eq - ----- I ----- --- -I GC5 11 U:J GF3 II 0 1 11 0 d I 4-S7 _ _ r -' GC1 1 ---- N - ------ I ------- g5'-4" ---I J GF1 I I G F 4 I TOF EL I 0� -- --- I ------ — 1GC5 13-S2111 Q. L J GF3 I1 11 IVERLAP REINF AS REQUIRED o I I II II t N — ° co � GC5 r u� ------ I ------- J GF3 of "' 12-S4.3 -i 0° -1 GC5 0 U co o -^------- 1 -- -- -J GF3 GC5r -----� --00 0 GC5 GC5 Cn GC5 GF3 L in v of I GF3 GF3 1' GF3 00 _ _ _----r-� r 'co --- --- - LJ L J LJ IGF1 L GF1 p ^ GC4L J L—J M GF2 M N TOF EL M V II 0 N II GC4 GC2 C6 !A3A]to I o i rl ,GF2 r - -1 GF3 Lr I iv 95'- I - TOF 14-S4.3 14'-11" '-OI '-0' 25'-11" NOTE: ALL DIMENSIONS ARE TO OUTSIDE FACE 19'-2" OF CMU, LINO I 38't4" I REF el ARCH I `L '015-S414-25'31» 1-0'3'- 15'-84.3'1 12'-5" 12'-4" 26'-8" I 411-52" I 16'-82' 39'-C" 11'-2" I I I -8" I I 1 0" I 4" I 15 14.5 14.4 14.2 13.8 13.5 13.2 13.113 W oar LLoa z�j"agoy iMN �i-"��¢7�owc0i Ol nNi Oao�h1sJZNaa Z��a�wp��.l€w� 3ciz �in�w Uo �$ o Fw=w,-oj�Qagzo< ZzWLL MOPP a rcz FN FWWWw_ wm K8.2;yJj JNF 4-S7101 iv I Z gddftkh� GC5 r _ - ul - — U o 13-52.1 GF3 L F U 08.E O c0 oo 0� I 0 F� ugg F.� O GC5 r- In fy I z �0 A� V GF3 L 95'-4" O cocn - — U o GC3 TOF EL D- GC6 w = -ug -ug GF3 GF3 r - -I r U ----I —id _—_— J - J GWF1 L J GC4 M a a 0 y 0 GF2 HPOA --------' r I I N I I I `L '015-S414-25'31» 1-0'3'- 15'-84.3'1 12'-5" 12'-4" 26'-8" I 411-52" I 16'-82' 39'-C" 11'-2" I I I -8" I I 1 0" I 4" I 15 14.5 14.4 14.2 13.8 13.5 13.2 13.113 W oar LLoa z�j"agoy iMN �i-"��¢7�owc0i Ol nNi Oao�h1sJZNaa Z��a�wp��.l€w� 3ciz �in�w Uo �$ o Fw=w,-oj�Qagzo< ZzWLL MOPP a rcz FN FWWWw_ wm K8.2;yJj ISSUE BLOCK CHECKED BY: JNF m g DKS FILE NAME: Z PROTO CYCLE: 062504 DOCUMENT DATE: 081104 c rQ R�m z d s F U 08.E O c0 oo 0� aro�a F� ugg F.� O In fy F z cq A� V U O ISSUE BLOCK CHECKED BY: JNF DRAWN BY: DKS FILE NAME: IJ PROTO CYCLE: 062504 DOCUMENT DATE: 081104 c rQ c®®® F U °a a O c0 oo 0� aro�a F.� O fy N y 00 �w LLIZN- cq a°� O cocn D- w = -ug -ug U ISSUE BLOCK CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 GARDEN CENTER FOUNDATION PLAN AND DETAILS SHEET: S7 c®®® U °a a Z aro�a 0.a 0 fy N y 00 �w a°� D- = -ug -ug U av•= a 0 y 0 HPOA � GARDEN CENTER FOUNDATION PLAN AND DETAILS SHEET: S7 N c� Lu z m Q a' w/ 0� I o 00 N j 0 0 I � a V O 0 N � a rlLo 0 REF PLAN ' REF PLAN REF ARCH TOM EL I I I I REF ARCH FOR ROOF ATTACHMENT SYSTEM REF 1-S7.2 FOR CONNECTION DETAILS (WHERE APPLICABLE) 3/4"x10"x1'-10" BRIG PLATE (4) 3/4" DIA A325 BOLTS WITH 7"x1'-7" PATTERN (13/16" DIA HOLES IN BRIG PLATE AND CAP PLATE) 1 I 1 1 1 I I 3/4"x10"x1'-10" CAP PLATE 1" CLR 4 SIDES 1/4 REF 1-S5 FOR ITEMS SHOWN BUT NOT NOTED GARDEN CENTER AT I 1 0 3/4" = 1'-0" 022704 2'-4" 110" 1 -'- -0- (3) #10 TEK SCREWS (TYP MTL STUD CONNECTION) REF ARCH qV TO PARAPET EL C8x1 5/8x18 GA MTL STUDS AT 24" OC (2) 0.145 DIA POWDER ACTUATED FASTNERS, TYP C3 5/8x1 5/8x18 GA MTL STUDS AT 24" OC, UNO /` REF FRAMING EL TO GIRT EL GIRT REF FRAMING EL MTL PANEL, REF ARCH C6x1 5/8x18 GA MTL STUD AT 24" OC 062504 REF FRAMING EL TO GIRT EL C6x1 5/8x18 GA MTL STUD BLOCKING AT 24" OC, TYP- (2) C12x1 5/8"x16 GA MTL STUD HEADER, REF 6-S7 FOR ADDITIONAL DETAILS - (2) #10 TEK SCREWS AT EACH STUD L1 1/2x1 1/2x 16 CA� CONT, TYP REF ARCH FOR PANEL AND SUB GIRTS C6x1 5/8x18 GA MTL STUD AT 24" OC EACH 1 8 2 STUD L3x3x1/4 CONT REF ARCH FOR ROOF ATTACHMENT SYSTEM 3/1 3116V 2 BEAM REF PLAN GIRT REF FRAMING EL REF PLAN -1 , REF PLAN J% REF ARCH MV TOM EL I 1 1" CLf BY SJI (L2x2x3/16 AT 8'-0" OC MAX) REF ARCH FOR ROOF ATTACHMENT SYSTEM �� L1 1/2x1 1/2x16 GA - REF FRAMING EL TO GIRT EL (2) 0.145 DIA POWDER ACTUATED FASTENERS - GIRT REF FRAMING EL - METAL PANEL REF ARCH REF PLAN �I 0 z Lu1 a� TYP L2x2x3/16 FLANGE BRACE REF ROOF FRAMING PLAN FOR LOCATION, FIELD WELD EACH END BEAM REF PLAN METAL STUD FRAMING REF 2-S7 STORE FRONT REF ARCH GARDEN CENTER SIDE WALL 7 SECTION A TQ4ENTRANCE S7-523195 6 3/ 4" _ -°" 022704 57-509.195 4 "_-' 3/4" 1' - L1 1/2x1 1/2x16 GA CONT, TYP C6x1 5/8x18 GA MTL STUD AT 24" OC REF ARCH FOR PANEL AND SUB GIRTS GUTTER AND BLOCKING REF ARCH L REF ARCH FOR ROOF ATTACHY,ENT SYSTEM (3) #10 TEK SCREWS L3x3x1/4 CONT L1 1/2x1 1/2x16 GA 3/16N 2 REF FRAMING EL 3116V 2 TO GIRT EL (2) 0.145 DIA POWDER DESIGN JOIST FOR AN ACTUATED FASTENERS -� ADDITIONAL 300# CONCENTRATED LOAD FROM GIRT REF FRAMING EL ' METAL STUD WALL METAL PANEL REF ARCH-/ METAL STUD FRAMING REF 2-S7 REF ARCH 605 EL SIDE WALL S7-502_99 TYP/>37-1 -6 GRID REF PLAN REF ARCH FOR ROOF ATTACHMENT SYSTEM M_-----_---- I BRIDGING AS REQUIRED BY SJI (L2x2x3/16 AT 8'-0" OC MAX) METAL STUD FRAMING REF 2-S7 f - METAL STUD HEADER REF 6-S7 TOP CHORD BRIDGING AT JOIST PANEL 3/16 4. 1 POINT SP/ BR) HORIZONTAL JOIST INTI TOP CHORD L2x2x3/16xO'- 4" PL BY JOIST 5. CLIP ANGLE MANUFACTURER STII 4" AT PANEL POINT BE/ CH( WEL DETAIL H PLP A PLP 1 1/2" = 1'-0" 122603 57-508A_195 GRID GRI REF PLAj, REF PLAN 15 14.5 4.2 14.2 14.1 13.5 13. 13 REF ARCH 38' 4" 40'-8' NV TOM EL 1'-2" 19'-2" 19'-2" 22'-32" 18'-42" 33' 10" EMBEDDED PL CENTERED ON TOP 1'-2' I EDGE OF CONT STEEL MEMBER. REF CMU WALL EMBED SCHED.4" 10" 1'-2" EACH FOR SIZE, SPACING AND EMBED 3/16 4 1 PLACEMENT WITHIN GROUT FILLED -010'-2" 9'-0" 9'-0" 10'-2" NE: REF SHEE CELL. DO NOT PLACE HEADED 8 FOR ROOF 11 8 1/4" x 11" BENT STUD ANCHOR IN CMU HEAD �3 PLATE, CONT JOINTS F AMING PLAN co REF ROOF FRAMING PLAN I JBE 122'-0" -------- ------ - --1-- 3 M13 IV TO BOND BEAM EL X,1 GC 4A HORIZONTAL JOIST N o0 o GCJ6 / I 1 1 i N N I 13107.2N -T/-1 6 2®12 N I I` REF NOTE #1 8AN REF ARCH FOR ROOF2 I-- REF NOTE #2 37.1 ATTACHMENT SYSTEM ® o o i� HORIZONTAL JOIST WITH I Jp� _-_-_-_-_-_-_- _ _ __ 10 PANEL POINT AT BOND BEAM WITH (1) #5 CONT a0 Uro BRIDGING FULLY GROUT TWO COURSES I IW ABOVE AND ONE COURSE BELO ° 8 _ _ _ - _ 00 - - - - _ - - - - _ - _ - 1 3x3 1 /4II HORIZONTAL JOIST BOND BEAM - BRIDGING AS REQUIRED z 0j I GEF GCJ6 BY SJI (L2x2x3/16 AT O 0�G >z rwGC A 8'-0" OC MAX) Q o --------- --------- I z REF 1-S5 FOR ITEMS SHOWN BUT NOT NOTED 1 i w °' G B1 $ BATTERY STORAGE CANOPY D6 - - --- _------------ ---Ado 1 � 10-S 3/4" - 1'-0" 022704 S7-508_195 N N to O c>o� _--_--_-__-_-_-_- - 1 I N U: 1 N N 0 1 I Iw w - - - - - - - - - - - - - - - - - - - �~ 3x31/4 o O H _ I z OI 5-S7.2 1� � GEF o X00 -------------- -� 0 0 8 4-S7.2 I Gc J2 GC 2A 1 TYP S7.2 1 TYP GRID 3 16 C.8 r ---- o ------------ ------ 1 i - Lo REF NOTE #4 REF PLAN NOTE: REF SHEET 7.1 S3 FOR ROOF FRAMING PLAN REF NOTE #2 FLANGE BRACE REF 2-S7.1, TYP ORIZONTAL JOIST GCJ6 REF ARCH FOR ROOF I - - 1 N 9-Si.i ATTACHMENT SYSTEM N w i HORIZONTAL JOIST N N1 GCJ6 1 0 GUTTER AND BLOCKING- 1W ti REF NOTE #2 REF ARCH _ m - - -__ C.4 - ----- ------------- ----- 1 3x31/4 w� O o Iw / GEF24 o J Ja, 3-S7.1 1� DESIGN JOIST FOR AN ADDITIONAL 150 LB CONCENTRATED LOAD AT r o ---------------- - EACH •LOCATION. PROVIDE (3) #10 TEK SCREWS rn 0 TYP 9 G J GC 2A FIELD FABRICATED FRAME PER 1 I I S7.2 GENERAL NOTE 4.7 FOR EXHAUST L1 1/2x1 1/2x16 GA C.1 _ - _ - _ _ - _ - _ - _ _ _ - - _ - _ - _ - G B1 FAN CURB SUPPORT, TYP I I BRIDGING AS REQUIRED N ROOF BRACING REF REF FRAMING EL BY SJI (L2x2x3/16 AT I DETAILS, TYP IAJ TO GIRT EL 8'-0" OC MAX)N 1 HORIZONTAL JOIST i J�Iz GCJ6 (2) 0.145 DIA POWDER o cJ�� --'----------- - Iw ACTUATED FASTENERS i N o Iw EREF NOTE #2 cj GIRT REF FRAMING EL i METAL STUD FRAMING _ - °� 1 3x3 1 4 I I REF 2-S7 B.7 - - --- - - - - - - 1 C,4 ----- - B.6 METAL PANEL REF ARCH i I i N 1 GARDEN CENTER REAR WALL ------------- r - - GC J2 oGCJ 4-57.2 3 0 o N rj i I�1 ---- - -00 \ moll 1 5 3/4" = 1'-0" 122603 00 S7-503_99 � 0 1 � G B1 B.3 - - -------- 7"' -- B.3 o `� 1 REF NOTE #2 1 GRI I N02>� N N5 -S7.1 Iww w GCJ1 1 -------Ln --00 co N I I IO O O O I U REF PLAN 3/16 M M I� z 1 z GEF 1 1 4-57.2 0lo w w 5" 1� 1 S .2 I --UO 1Z3CB6 EF NO EF 1 0 REF ARCH FOR ROOF N I 3 # 1 HORIZONTAL JOIS11 ATTACHMENT SYSTEM AA.1 - - - - _ 1-- - CB - - - CB - 1 - - GCJ5 - - L - AA.1 L3x3x1/4 CONT 3/16 2 - - h ' 't '(co I NOTE: ROOF PANELS I°' �\ DO NOT BRACE JOIST `1rn IId o I0 %` REF ROOF FRAMING PLAN i TOP CHORD wry I w ro Lu wI JBE VARIES BEAM REF PLAN (3) #10 TEK SCREWS -------\ L1 1/2x1 1/2x16 GA REF FRAMING EL TO GIRT EL (2) 0.145 DIA POWDER ACTUATED FASTENERS -� GIRT REF FRAMING EL METAL PANEL REF ARCH--\ REF ARCH NV BOS EL GARDEN 2 1 3/4" = 1'-O" �- L2x2x3/16 FLANGE BRACE REF ROOF FRAMING PLAN FOR LOCATION, FIELD WELD EACH END METAL STUD FRAMING REF 2-S7 METAL STUD HEADER REF 6-S7 122603 S7-502_195 1'-2" 1-8" 12" W t oa goy Wft cp a�ao�w��o 0 a s W N y G WOO m a Ua< ow rcz wz z o O W O IaZoyGaJl�liZ3 <=zg _ n. a r_i �aF$SS� ��€5=&:Ksw ~ N NV ~ Z O Q O z W wW W O V% ZFOi �4QJwa4laKK aF GRID DRAWN BY: REF PLAN 1'-0" REF ARCH TO PARAPET EL I 062504 + +I n . M z n I I J 1 I C3 5/8x1 5/8x18 GA E- �o I I I I I I I MTL STUD AT 24" OC I I I I I I I I I I I I W I 1 5n I I I METAL PANEL REF ARCH ro I I I I I I l\,41 I I REF ROOF FRAMING PLAN CE I i I I I I I JUL VARIES I I BEAM REF PLAN I I I (3) #10 TEK SCREWS 7 I I (TYP MTL STUD CONN) I i 4 O O L1 1/2x1 1/2x16 GA a I I I I l !- REF FRAMING EL I I TO GIRT EL (2) 0.145 DIA POWDER I I ACTUATED FASTENERS I I GIRT REF FRAMING EL I I I I 4 "_-' 3/4" 1' - L1 1/2x1 1/2x16 GA CONT, TYP C6x1 5/8x18 GA MTL STUD AT 24" OC REF ARCH FOR PANEL AND SUB GIRTS GUTTER AND BLOCKING REF ARCH L REF ARCH FOR ROOF ATTACHY,ENT SYSTEM (3) #10 TEK SCREWS L3x3x1/4 CONT L1 1/2x1 1/2x16 GA 3/16N 2 REF FRAMING EL 3116V 2 TO GIRT EL (2) 0.145 DIA POWDER DESIGN JOIST FOR AN ACTUATED FASTENERS -� ADDITIONAL 300# CONCENTRATED LOAD FROM GIRT REF FRAMING EL ' METAL STUD WALL METAL PANEL REF ARCH-/ METAL STUD FRAMING REF 2-S7 REF ARCH 605 EL SIDE WALL S7-502_99 TYP/>37-1 -6 GRID REF PLAN REF ARCH FOR ROOF ATTACHMENT SYSTEM M_-----_---- I BRIDGING AS REQUIRED BY SJI (L2x2x3/16 AT 8'-0" OC MAX) METAL STUD FRAMING REF 2-S7 f - METAL STUD HEADER REF 6-S7 TOP CHORD BRIDGING AT JOIST PANEL 3/16 4. 1 POINT SP/ BR) HORIZONTAL JOIST INTI TOP CHORD L2x2x3/16xO'- 4" PL BY JOIST 5. CLIP ANGLE MANUFACTURER STII 4" AT PANEL POINT BE/ CH( WEL DETAIL H PLP A PLP 1 1/2" = 1'-0" 122603 57-508A_195 GRID GRI REF PLAj, REF PLAN 15 14.5 4.2 14.2 14.1 13.5 13. 13 REF ARCH 38' 4" 40'-8' NV TOM EL 1'-2" 19'-2" 19'-2" 22'-32" 18'-42" 33' 10" EMBEDDED PL CENTERED ON TOP 1'-2' I EDGE OF CONT STEEL MEMBER. REF CMU WALL EMBED SCHED.4" 10" 1'-2" EACH FOR SIZE, SPACING AND EMBED 3/16 4 1 PLACEMENT WITHIN GROUT FILLED -010'-2" 9'-0" 9'-0" 10'-2" NE: REF SHEE CELL. DO NOT PLACE HEADED 8 FOR ROOF 11 8 1/4" x 11" BENT STUD ANCHOR IN CMU HEAD �3 PLATE, CONT JOINTS F AMING PLAN co REF ROOF FRAMING PLAN I JBE 122'-0" -------- ------ - --1-- 3 M13 IV TO BOND BEAM EL X,1 GC 4A HORIZONTAL JOIST N o0 o GCJ6 / I 1 1 i N N I 13107.2N -T/-1 6 2®12 N I I` REF NOTE #1 8AN REF ARCH FOR ROOF2 I-- REF NOTE #2 37.1 ATTACHMENT SYSTEM ® o o i� HORIZONTAL JOIST WITH I Jp� _-_-_-_-_-_-_- _ _ __ 10 PANEL POINT AT BOND BEAM WITH (1) #5 CONT a0 Uro BRIDGING FULLY GROUT TWO COURSES I IW ABOVE AND ONE COURSE BELO ° 8 _ _ _ - _ 00 - - - - _ - - - - _ - _ - 1 3x3 1 /4II HORIZONTAL JOIST BOND BEAM - BRIDGING AS REQUIRED z 0j I GEF GCJ6 BY SJI (L2x2x3/16 AT O 0�G >z rwGC A 8'-0" OC MAX) Q o --------- --------- I z REF 1-S5 FOR ITEMS SHOWN BUT NOT NOTED 1 i w °' G B1 $ BATTERY STORAGE CANOPY D6 - - --- _------------ ---Ado 1 � 10-S 3/4" - 1'-0" 022704 S7-508_195 N N to O c>o� _--_--_-__-_-_-_- - 1 I N U: 1 N N 0 1 I Iw w - - - - - - - - - - - - - - - - - - - �~ 3x31/4 o O H _ I z OI 5-S7.2 1� � GEF o X00 -------------- -� 0 0 8 4-S7.2 I Gc J2 GC 2A 1 TYP S7.2 1 TYP GRID 3 16 C.8 r ---- o ------------ ------ 1 i - Lo REF NOTE #4 REF PLAN NOTE: REF SHEET 7.1 S3 FOR ROOF FRAMING PLAN REF NOTE #2 FLANGE BRACE REF 2-S7.1, TYP ORIZONTAL JOIST GCJ6 REF ARCH FOR ROOF I - - 1 N 9-Si.i ATTACHMENT SYSTEM N w i HORIZONTAL JOIST N N1 GCJ6 1 0 GUTTER AND BLOCKING- 1W ti REF NOTE #2 REF ARCH _ m - - -__ C.4 - ----- ------------- ----- 1 3x31/4 w� O o Iw / GEF24 o J Ja, 3-S7.1 1� DESIGN JOIST FOR AN ADDITIONAL 150 LB CONCENTRATED LOAD AT r o ---------------- - EACH •LOCATION. PROVIDE (3) #10 TEK SCREWS rn 0 TYP 9 G J GC 2A FIELD FABRICATED FRAME PER 1 I I S7.2 GENERAL NOTE 4.7 FOR EXHAUST L1 1/2x1 1/2x16 GA C.1 _ - _ - _ _ - _ - _ - _ _ _ - - _ - _ - _ - G B1 FAN CURB SUPPORT, TYP I I BRIDGING AS REQUIRED N ROOF BRACING REF REF FRAMING EL BY SJI (L2x2x3/16 AT I DETAILS, TYP IAJ TO GIRT EL 8'-0" OC MAX)N 1 HORIZONTAL JOIST i J�Iz GCJ6 (2) 0.145 DIA POWDER o cJ�� --'----------- - Iw ACTUATED FASTENERS i N o Iw EREF NOTE #2 cj GIRT REF FRAMING EL i METAL STUD FRAMING _ - °� 1 3x3 1 4 I I REF 2-S7 B.7 - - --- - - - - - - 1 C,4 ----- - B.6 METAL PANEL REF ARCH i I i N 1 GARDEN CENTER REAR WALL ------------- r - - GC J2 oGCJ 4-57.2 3 0 o N rj i I�1 ---- - -00 \ moll 1 5 3/4" = 1'-0" 122603 00 S7-503_99 � 0 1 � G B1 B.3 - - -------- 7"' -- B.3 o `� 1 REF NOTE #2 1 GRI I N02>� N N5 -S7.1 Iww w GCJ1 1 -------Ln --00 co N I I IO O O O I U REF PLAN 3/16 M M I� z 1 z GEF 1 1 4-57.2 0lo w w 5" 1� 1 S .2 I --UO 1Z3CB6 EF NO EF 1 0 REF ARCH FOR ROOF N I 3 # 1 HORIZONTAL JOIS11 ATTACHMENT SYSTEM AA.1 - - - - _ 1-- - CB - - - CB - 1 - - GCJ5 - - L - AA.1 L3x3x1/4 CONT 3/16 2 - - h ' 't '(co I NOTE: ROOF PANELS I°' �\ DO NOT BRACE JOIST `1rn IId o I0 %` REF ROOF FRAMING PLAN i TOP CHORD wry I w ro Lu wI JBE VARIES BEAM REF PLAN (3) #10 TEK SCREWS -------\ L1 1/2x1 1/2x16 GA REF FRAMING EL TO GIRT EL (2) 0.145 DIA POWDER ACTUATED FASTENERS -� GIRT REF FRAMING EL METAL PANEL REF ARCH--\ REF ARCH NV BOS EL GARDEN 2 1 3/4" = 1'-O" �- L2x2x3/16 FLANGE BRACE REF ROOF FRAMING PLAN FOR LOCATION, FIELD WELD EACH END METAL STUD FRAMING REF 2-S7 METAL STUD HEADER REF 6-S7 122603 S7-502_195 1'-2" 1-8" 12" W t oa goy Wft cp a�ao�w��o 0 a s W N y G WOO m a Ua< ow rcz wz z o O W O IaZoyGaJl�liZ3 <=zg _ n. a r_i �aF$SS� ��€5=&:Ksw ~ N NV ~ Z O Q O z W wW W O V% ZFOi �4QJwa4laKK aF ISSUE BLOCK CHECKED BY: p0 ffi » O DRAWN BY: q�$ R z� FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: n . M z n L�1 J wz N co co E- �o ISSUE BLOCK CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 L�1 O N co co E- �o z W C E---+ O ro ❑ O e CE 7 ISSUE BLOCK CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 U O O M z C ro ❑ O e FO'y a V 4 O O a GARDEN CENTER FRAMING PLAN AND DETAILS SHEET: 57.1 RI TYP 3 16 REF PLAN REF ARCH FOR ROOF GRID ATTACHMENT SYSTEM CL CL REF COLUMN SCHEDULE JOIST JOIST FOR COLUMN AND BASEPLATE SIZE AND COLUMN BEARING ' Addbb�ELEVATION 5/16 U 20-57.2 REF FRAMING ELEVATION 5 16 4 FOR GIRT AND BRACE SIZE (3) #10 TEK SCREWS REF FRAMING EL_ WP REF FRAMING EL ---------------- FOR BRACING i TO GIRT EL ---------------- - CL Lt 1/2x1 1/2x16 GA i CL - — - — - — — - — ---------------- ----------------- GIRT JOIST 1 i , `aa --- -__ REF FRAMING EL 4" _ _____---_______ _ _ ` \ 3/8" GUSSET PL , i' w aJ o< marc BRIDGING AS REQUIRED 3/16 ___________________ --�= GRID 1/4 NV TO GIRT EL ( / --- --- 3/4" DIA A307 BY SJI L2x2x3 16 AT 3 16 1 4 / \ / o o3Ly�<z'wm o < 1 / / \ \ N ACTUATED FASTENERS 3 EACH 1/4 4 3/4" DIA BOLT a a$ 8'-0" OC \ w z g o 2 0.145 DIA POWDER MAX)) ERECTION BOLT WOK CLIP ANGLE BY JOIST / .' \ / < o oa �a�wo 1 i JOIST TOP ' ' ` ` ' � ' ERECTION BOLT MANUFACTURER AT 0 w �_ CHORD SIDES BEAM TOP FLANGE /' �e \\\ i \ O� ahzo<o -1 SIDE 1 4 4 � METAL STUD FRAMING 5'-0" OC MAX 1 4 3 8" GUSSET PL nvoH�� oW w� / , \ / rte_— Z <� a vo '$2 / / \ 3iW$2�N WWWKO FO 62 GIRT REF FRAMING EL i i REF 2-57 HORIZONTAL JOIST TYP j/ \\ \ O oa zw� j oaazoa METAL PANEL REF ARCH I I ~ ZN Rol - TOP �LL o TOP CHORD ( ( SIDE 1/4 4 5/16 oz �Ln eW fv=oog EACH -j < ^ywmxao�FizN3 METAL -STUD HEADER -EYP 1 4 4 WP 5 16 F N.gjs Ba o VdDF- HORIZONTAL JOIST REF a o Z3 M R (n F=zxa<�2<00 ¢<< REF ARCH REF 6 S7 NV BIDS EL HORIZONTAL JOIST/ PLAN, TYP GARDEN CENTER REAR WALL JOIST CONNECTION Q HORIZONTAL JOIST BEAM CONNECTION R BRACING CONNECTION -a-7- CONNECTION mmW$ 21 3/4" = 1'-0" S7-541.195 20 1 1 2" _ -0" 1 �+ 3/4 =1 -0" 57-538.195 v 3 4" -0" S7-537.195 3/4 =1 -0' S7-529.195 xo9 / / 57-539_195 / mtio�m' I2 M ? o z F U) n Z zoo v U s/1s GRI GRID CL JOIST BOTTOM CHORD 5 16 RID REF PLAN JOIST 3/4" GUSSET PL 3"1 3/8" GUSSET PLATE WITH 13/16"x2" LONG SLOT �+ EACH 1 4 4 i REF COLUMN SIDE 1 4 4 SCHEDULE FOR SIZE / I 1 � i TYP BRACING SHALL i METAL PANEL REF ARCH L3/16"x2 BRACING, REF ARCH FOR ROOF N i D= ATTACHMENT SYSTEM GRI GRID NOT SAG MORE THAN / O WELDING REF FRAMING EL 1/4" CAP PL 10 OF BRACE 2" PRIOR TTO GUS,\\ SET / � CL I - -- i i TO GIRT EL i WITH SEAL WELD PLATE til _ _ _ _ i _ — i � GIRT, REF FRAMING EL , � d- o GIRT 3 16 2®12 C6x8. 3 4" DIA ERECTION Q N F EXTEND 2' BEYOND CL / TYp / ---`- `- OF TS6x6 3/16 3/16 2 BOLT, TYP 1/4 z k / FRAMINGEL" WP CL --------- — 3/16 2 1/4 TYP r , O P '� \ i COL �1 EACH 1/4 4 3/4" DIA A307 REF FRAMING EL i 3/16 2 16 2 3 SIDES w Z ' / TO GIRT EL 1 i / GIRT, REF _ ao i i TYP 3 16 '"'� � LV � SIDE 1 4 4 /' ' i ERECTION BOLT -FRAMING ELl::: FRAMING EL TYP / DIA A325 BOLTS. ` REF TO GIRT EL (6) 3 4"i —((7v� D' � I-------- -- / REF COLUMN i 1/4" CAP PL WITH ------- _ i -�L Q O CO GIRT REF(n 1 SCHED FOR ----------- SEAL WELD REF FRAMING EL _ _ - REF COLUMN i 1 i FRAMING EL 3/8' GUSSET PL SIZE i i BOS EL i � SCHEDULE 1 � BEAM WEB WITH 13/16" DIA Q BRIDGING AS REQ'D FOR SIZE 3/16 208 HOLES, TYP REF COLUMN 4 BY SJI (L2x2x3/16 3/16 2RD8 WF 5 16 TYP W REF FRAMING EL AT 8'-0" OC /16 FOR BRACING TS6x6x1/4 3/16 2 SCHEDULE 1/4" BENT PLATE CONT 4' MAX)) i 3/8" SHEAR PL WITH 3/16 2 1 1 FOR SIZE / I 13/16" DIA HOLES, TYP GRID REF COLUMN SCHEDULE FOR Z GUTTER REF ARCH i i 4 SIDES COLUMN SIZE � 3/16 REF 1-57.2 FOR ITEMS SHOWN BUT NOT NOTEDy BRACING CONNECTION GIRT CONNECTION FRAMING ELEVATION BATTERY STORAGE CANOPY ENTRY COLUMN GIRT CONNECTION BRACING CONNECTION ISSUE BLOCK 16 3/4"=1'-0" S7-528.195 15 3/4"=1'-0" 57-534.195 14 3/4"=1'-0" S7-525.195 13 3/4" = 1'-0" S7-531.195 12 3/4'=1 -0' S7-530.195 11 1 1/2" = 1'-0" 57-517.195 GRI GRID CL JOIST CL JOIST REF 4° JOIST BOTTOM JOIST BOTTOM PLAN EACH D, CHORD, TYP 1/4" CAP PL WITH 3/8" STIFFENER PL CHORD, TYP SIDE 3/16 JOIST BOTTOM CHORD SEAL WELD I WITH 13/16"x3" VERT 3/4" STIFFENER PL SLOTTED HOLES (PL SHALL 8E VERTICAL) 3/8" GUSSET PATE WITH �`yQ LQ CONTRACTOR TO PROVIDE AND INSTALL FIELD STRUT 13/16"x2" LONG SLOT 3/8" GUSSET PLATE (L2x2x3/16) EACH SIDE OF JOIST AT ALL LOCATIONS (•` REF ROOF FRAMING PLAN 3/8' GUSSET PLATE JBE 1 L3x3x1/4 BRACING, WITH 13/16"x2" LONG WHERE CL OF TS STRUT DOES NOT OCCUR WITHIN 3" WITH 13/16"x2" LONG (2) 3/4" DIA A325 TYP BRACING SHALL \ o / WP SLOT, TYP WP SLOT, TYP OF A PANEL POINT INSTALL ANGLE WITH ONE END AT BOLTS FINGER NOT SAG MORE THAN TS AND OTHER END AT A PANEL POINT ON THE w S \ _ TIGHTEN NUT AND 1/4 OPPOSITE CHORD TYP 2" PRIOR TO WELDING \ 1 � / 1 4 TYP 1/4 TYP � c° i� � i i INTERRUPT THREADS OF BRACE TO GUSSET 1/4 F -- CHECKED BY: JNF M PLATE / TU _ — _ _ _ _ _ _ _ _ — _ = CL — _ _ BEAM, REF PLAN DRAWN BY: DKS 7 1/4 TYP �r TUBE - - - - - - - - - - - - - - - - BEAM N 3/4" DIA ERECTION --- -1/ - 3/4" DIA ERECTION BEAM WEB i 3/8" SHEAR PLATE FILE NAME: 4 BOLT, TYP 3416TS 3x3x1/4 BOLT, TYP 3 16 CL BEAM 3 16 3 16 PROTO CYCLE: 062504 3 SIDES YP 3 16 WEB 3/4" DIA ERECTION i 5/16 TYP DOCUMENT DATE: 081104 BOLT, TYP \\ L3x3x1/4 BRACING, TYP 3 SIDES \ L3x3x1/4 BRACING, TYP TOS FRAMING EL 5/16 - - - - - - - - - - - - BRACING SHALL NOT SAG TYP 3 16 BRACING SHALL NOT SAG IV BEAM WEB yyp MORE THAN 2" PRIOR TO 1 � MORE THAN 2" PRIOR TO 3 SIDES WELDING OF BRACE TO WELDING OF BRACE TO BEAM FLANGE, TYP-7GRID TYP 3 16 GUSSET PLATE GUSSET PLATE TYP EACH 1 81 1 2 END EACH 1/8 1 1/2 3" OR REF 1-57.2 FOR ITEMS SHOWN BUT NOT NOTED ANGLE GREATER REF 1-S7.2 AND 5-57.2 FOR ITEMS SHOWN BUT NOT NOTED REF 1-S7.2 FOR ITEMS SHOWN BUT NOT NOTED REF 1-57.2 FOR ITEMS SHOWN BUT NOT NOTED BRACING CONNECTIONQ BRACING CONNECTION R BRARNG CONNECTION JOIST REINF AT TS STRUT WIND COLUMN BEAM CONNECTION 10 1 1/2" = 1'-0" 57-518.195 v 1 1/2" = 1'-0" 57-513.195 �+ 1 1/2" = S7-512.195 3/4"=1' S7-535.195 6 3/4"=1•_0" S7-522.195 (2) 1/2" DIA RID ERECTION BOLTS EA JOIST AT COLUMN (2) 1/2" DIA F- 0.. GRI ERECTION BOLTS EA w Ld z JOIST AT COLUMN ro N = 1 3/16 2 TYP LO 0Z ¢ 3/16 2 a E .-, ao el GRID wv 3/16 2 TYP N_Q� AN ° n ° REF PL ti [ z RI REF ROOF FRAMING PLAN° 2 0,o2 0 3/16 3/16 REF PLAN JBE o.° ; Y a 3 16 GRID 3 4" STIFFENER 3/16 1/2„ / BEAM REF PLAN P ATE, TYP RBE ROOF FRAMIN PLAN o a o cNo REF PLAN r ob dO 1/4" CAP PL WITH 3/8"x6"x1'-6" SHEAR 3/4" STIFFENER 4., N PLATE EACH SID PLATE, TYP SEAL WELD 3/16 0 „o ED a N --- (6) 3/4" DIA A325 TYP EACH DE ® ° m _ -- 1/4" CAP PL WITH 3/16 TYP ° 3/16 DIA BOLTS LES WITH HIN BEAM TYP -_ ci B v N SEAL WELD EACH WEB AND SHEAR 1 4 \ rn TOS EL TS3x3x1 /4 _. j REF FRAMING EL i 3/16 2 ANGLE PLATE TYP CD 1 4 CD REF 9-S7.2 FOR GUSSET REF FRAMING EL / (4) 3/4" DIA A325 w PLATE DETAILS TOS EL a BOLTS WITH 7"x1'- 3" m ¢ ;;o PATTERN (4) 3/4" DIA A325 1 3/8"x8"xO'-4" ..o M :-� GARDEN BENT PL a' L3x3x1/4 i i 3 SIDES 5/16 110 1 3/4' BRG PLATE M BOLTS WITH 7"x1'-7" a"� EACH SIDE It PATTERN CENTER I Ito 1/4 1 " „ , „ i o i GIRT REF FRAMING EL EACH 3 16 2(�8 GIRT REF FRAMING EL Ito 1/4 i 3/4" CAP PLATE i PLATEIO x1 -10 BRG FRAMING 4 SIDES a m ANGLE 3/16 2®8 1 i i 1/4 DETAILS N j 0 0 1 i 1 i 3" 3" i i i i i i 3/4"x10"x1'-10" CAP _ i i i i 1 1/2" 1 1/2" 11 5 1/2" 1 1/2" 1 4 i PLATE rn IREF 4-57.2 FOR ITEMS SHOWN BUT NOT NOTED 1 /4 i I i 1 /4 4 SIDES - REF 1-57.2 FOR ITEMS SHOWN BUT NOT NOTED REF 8-57.2 FOR ITEMS SHOWN BUT NOT NOTREF 8-S7.2 FOR ITEMS SHOWN BUT NOT NOTED o _o ED WIND COLUMN ROOF TRUSS CONNECTION WIND COLUMN GIRT CONNECTION BEAM SPLICE n JOIST BEAM CONNECTION DETAIL JOIST BEAM CONNECTION DETAIL a,� 3/4"=1'-0" S7-515_195 4 3/4"=1'-0" S7-514_195 3 3/4"=1'-O" S7-524_195 l 1 1/2" = 1'-0" 57-526_195 1 1 1/2" = 1'-0" 57-521_195 SHEET: a3 S T 2 CMU WALL EMBED SCHEDULE EMBED CONTINUOUS STEEL MEMBER CONNECTIONS TO JOISTS AND 3'-0" MIN LOCATION TYPE SPACING SIZE NOTES PERIMETER STRUCTURAL STEEL FRONT WALL AT GRID B 2 48" L5x3x1/4 (LLH) 1 STEEL REINF LAP SCHEDULE MEMBERS (36/7 PATTERN) 6" TYP FRONT WALL AT GRID B.6 2 48" L5x3x1 4 (LLH) 1 FRONT WALL PILASTERS AT VESTIBULE AT GRID A (SOFFIT) 3 24" REF 14-S6.2 1 CONCRETE LAP SPLICE (IN) CMU (IN) GRID ✓—Lr1 GRI CL OF JOIST FRONT WALL AT VESTIBULE AT GRID B (ROOF) 1 48" L5x3x1/4 (LLH) 1, 2 GIRDER FRONT WALL AT VESTIBULE AT GRID B (SOFFIT) 3 24" REF 4-S6.2 1 BAR f'c = 3000psi f'c = 3500psi f'c = 5000psi LAP SPLICE CONNECTOR PATTERN DIAGRAM SIZE TOP OTHER TOP OTHER TOP OTHER I I FRONT WALL AT CART STORAGE AT GRID B (ROOF) 1 48" L5x3x1 4 LLH 1, 2 NOTE: REF PLAN CL OF CMU FRONT WALL AT CART STORAGE AT GRID B (SOFFIT) 3 24" REF 1-S6.1 1 3 22 17 20 16 17 13 18 BOND BEAM STEEL NOT WALL SIDE WALL AT GRID 1 2 48" L5x3x1/4 (LLH) 1 4 29 22 27 21 23 17 24 SHOWN FOR CLARITY SIDE WALL AT GRID 10 2 48" L5x3x1/4 (LLH) 1 5 36 28 33 26 28 22 30 CL OF JOIST SIDE WALL AT GRID 13 2 6 43 33 40 31 34 26 36 48" L5x3x1/4 (LLH) 1 > ---------------- - ---� 0 ° n7 63 48 58 45 49 38 w y oa oo< n n p BACK WALL AT GRID J 2 48" L5x3x1/4 (LLH) 1 42 u) 0 w Y za w n REF CMU WALL o onaz ' 8 72 55 66 51 56 43 48 z -moo a z-� EMBED SCHEDULE DOCK BACK WALL AT GRID K 2 48" L5x3x1 4 (LLH) 1 w a a=¢ogw z �,o • CONNECTIONS AT 6" OC 01 . i yl n ii FOR EMBED AND � <aoa $owo awe=�Q�W () DOCK SIDE WALLS AT GRID 4 AND 7 2 24" L5x3x1/4 (LLH) 1 H I II II 0 a szwJi-- ww TO CONT STEEL MEMBER AT t- . � 11 II I CONT STEEL p ���x��zm a� ALL WALLS, JOISTS AND N ° MEMBER DRIVE-THRU CANOPY 1 48" L5x3x1/4 (LLH) 1, 2 REINFORCING LAP SCHEDULE i a�z ��wwzw a AROUND ALL OPENINGS I n I 7 z a4 oo5'p0d�o www y 11 CMU CONTROL AUTOMOTIVE FRONT WALL AT GRID E.8 2 48" L5x3x1/4 (LLH) 1 NTS 022202 S4-007 O 3wyw&anazooa li - Ili 11 . JOINT REF FDN AUTOMOTIVE SIDE WALLS AT GRID 13 AND 14 2 48" L5x3x1 4 LLH 1 zN Noy-�zzw aoza O ,y.: " J �adcnowoU�a g PLAN FOR CL OF JOIST_ y V I LOCATION AUTOMOTIVE BACK WALL AT GRID J.9 2 48 L5x3x1 4 (LLH) 1 a oo�p- MhomoR, w REF CMU WALL AUTOMOTIVE CANOPY 3 40" L6x4x5/16 (LLV) 1 of F-z'Fa�zwwrc$a.o � zF� baa SOH arc�ar VERT REINF BATTERY STORAGE CANOPY AT GRID E-7 2 48" REF 6-S8.1 1 I I SCHEDULE (SHEET BATTERY STORAGE CANOPY AT GRID 13.1 2 48" REF 8-S7.1 1 S4) FOR SIZE AND -- - ___ DOWELS READ TYP EXPANSION JOINT AT SALES &GROCERY SIDES - -- L3x3x1/4 .° 9 1 I GIRT CONNECTION 1 72" -- 1, 2 m x GRID REF NOTE 2 xo=� z NOTES: Z. m CL OF JOIST I I _ _ _ _ _ _ 1. REFER TO DETAILS FOR EMBEDS NOT SCHEDULED ABOVE. ---- - - - 1. „ E PLACED WITH LONG DIMENSION HORIZONTAL EXCEPT AT CART STORAGE, DRIVE-THRU CANOPY F NOTE 2 o U 13l w ALB RE Lu AND GIRT CONNECTION. z e ENLARGED---+� 1 ” 11" 1 ,> „ 1 1" - - ~ pq ; 01 `9 (*) REF SIDELAP FASTENER SCHEDULE DETAIL 2 7" 7 a FOR TYPE OF SIDELAPS, CONNECTOR, 4'-0" TO FIRST EMBED 4" COLUMN c ;x PLATE PLATE AND NUMBER OF CONNECTORS REQUIRED APPLIES TO INSIDE AND ENLARGED DETAIL 3/8"x8"x0'-10" 3/8"x10"x0'-1 ►+ °m BETWEEN SUPPORTS OUTSIDE CORNERS U)3/4" DIA x 10" v a r A307 THREADED FASTENER SCHEDULE 0-1 NOTES: RODio (no= 1. CL OF PLATE VARIES. REF FRAMING e COLUMN (•) DECK TO CONTINUOUS STEEL MEMBER CONNECTOR TYPE (•) SIDE LAP CONNECTORS a PLAN AND DETAILS 0 2, POSITION PLATE WITHIN GROUTED (#10-16 TEKS SCREWS) w w (2) 1 HS DIA (4) 1 HS DIA o ? COURSES. x 5" HSA x 5" HSA POWDER ACTUATED HILTI X-EDN19-THQ12 HSN OR BUILDEX BX14 2 CONNECTORS AT 3 EQUAL SPACES �i' w o 3. DO NOT PLACE HSA IN CMU BED o OR HEAD JOINTS. EMBED TYPE 1 EMBED TYPE 2 EMBED TYPE 3 12 AIR PNEUTEK K-65056 OR SDK -63075 2 CONNECTORS AT 3 EQUAL SPACES 12 TEK SCREWS 3 CONNECTORS AT 4 EQUAL SPACES L L 5/8" DIAMETER PUDDLE WELDS 2 CONNECTORS AT 3 EQUAL SPACES 1/4 1/4 NOTES: DRILL A 2 1/2" DIA HOLE AT CONT STEEL MEMBER BASE PLATE 1. POWDER ACTUATED FASTENERS SHALL NOT BE USED IF BASE MATERIAL (TOP CHORD OF JOIST) IS LESS EACH STUD IN FACE SHELL BAR 3/4"x2"x1'-0" O a CENTERED ON HEADED STUD CONT STEEL MEMBER W THAN 3/16" THICK. ANCHOR. POSITION PLATE CENTER ON SPLICE SQUARE BASE PLATE AT BRACING 2. AIR ACTUATED FASTENERS SHALL NOT BE USED IF BASE MATERIAL IS LESS THAN 1/8" THICK. BEFORE GROUTING 1/2" CHAMFER BAR 3/4"x2"x1'-O" NO SCALE NO SCALE w z w CENTER ON SPLICE r _ o ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE VERTICAL EMBED PLACEMENT SPLICE TYPE 1 SPLICE TYPE 2 z TO FOOTING in•� 9 3/4" = 1'-0" 022202 S4-009 ca C) cy OR PEDESTAL Q 0 O� F.J 8 to EMBED SCHEDULE AND 022803 S4-008195 54-008.195 &N w NOTES: COLUMN BASE PLATE 1. REF COLUMN SCHED FOR WIDTH "W"DIA SEE SCHEID T T LENGTH "L" AND THICKNESS "T". z o I- Z 13 10 7 4 2 2. SIZE WELDS PER AISC MINIMUM FILLET w w REQUIREMENTS (4 SIDES TYP), o = o HEADED BOLTS MAY 3. ANCHOR BOLTS WITH FORGED HEADS o �w BE SUBSTITUTED UNO A MEETING THE REQUIREMENTS OF ASTM w =w A I A307 MAY BE SUBSTITUTED FOR 3/4" N ~ ISSUE BLOCK CMU WALL VERTICAL REINFORCING SCHEDULE A A C DOCK C DIA ANCHOR BOLTS. TACK HEAD OR A A 1/8 DAMAGE THREADS GD - GROUT MAY BE BEVELED OR FORMED BUT SHALL WALLS MARK REINFORCING - EXTEND A MIN OF "T" BEYOND FACE OF BASE MAIN BUILDING FRONT WALLS A #6 DOWELS AT 48 IN OC AND #6 VERT AT 48 IN OC PLATE. T = 1 1/2" FOR ANCHOR BOLT DIA UP B F- B TO 1" AND 2 1/2" FOR 1 1/4" DIA ANCHOR BOLT. MAIN BUILDING SIDE WALLS (GRIDS A.1 -F) A #6 DOWELS AT 48 IN OC AND #6 VERT AT 48 IN OC Q MAIN BUILDING SIDE WALLS (GRIDS F -J) B #6 DOWELS AT 32 IN OC AND #6 VERT AT 32 IN OC _ _ ANCHOR BOLT DIAGRAM GROUT PLACEMENT MAIN BUILDING BACK WALLS A #6 DOWELS AT 48 IN OC AND #6 VERT AT 48 IN OC E•8 B MAIN BUILDING NO SCALE NO SCALE GC KNEE WALLS D #6 DOWELS AT 48 IN OC AND #6 VERT AT 48 IN OC D /AREA AUTO WALLS (UNO) A #6 DOWELS AT 48 IN OC AND #6 VERT AT 48 IN OC BASE PLATE AND ANCHOR BOLT DIAGRAMS AUTO WALLS (GRIDS E.8 -J) B #6 DOWELS AT 32 IN OC AND #6 VERT AT 32 IN OC D A A NTS 022803 S4-004 VESTIBULE KNEE WALLS D #6 DOWELS AT 48 IN OC AND #6 VERT AT 48 IN OC DOCK SIDE WALLS C #6 DOWELS AT 32 IN OC AND #6 VERT AT 32 IN OC GROUT WALL SOLID FULL HEIGHT DJD A A ADOCK BACK WALLS A #6 DOWELS AT 48 IN OC AND #6 VERT AT 48 IN OCD GD D A D D D 6 VERTICAL REINFORCING SCHEDULENTSCHECKED S4-DD6 ,95 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 a BOND BEAM AT TOP OF WALL REF FOUNDATION AND ROOF FOUNDATION SCHEDULE COLUMN SCHEDULE DOCUMENT DATE: 081104 FRAMING PLAN FOR LOCATION WITH (1) #5 CONT OF CONTROL JOINTS. PROVIDE NOT USED WHEN TOP OF WALL IS ONE BLOCK VERT WALL REINF IN FIRST 5 MARK SIZE REINF NOTES MARK COLUMN BASE PLATE ANCHOR BOLTS COL BRG COURSE OR LESS ABOVE JOIST CELL EACH SIDE OF CONTROL BEARING ADD #3 WITH ACI STANDARD JOINT AND AT CORNER. SIZE LXWXT SIZE LXWxT DIAxEMBED ELEV m 180 DEGREE HOOK IN EACH VERT BARS TO MATCH VERT WALL CMU LINTEL SCHEDULE WF1 CONTxt'-8"x1'-0" (2) #5 CONT BOT ----- Cl TS8x8x5/16 14"x1' -2"x1" (4) 3/4"x9" REF PLAN REINF CELL REF LAP SCHEDULE REINF SCHEDULED WF2 CONTx3'-O"x1'-0" (3) #5 CONT T&B 1 CIA TS8x8x3 8 14"x1' -2"x1" (4) 3/4"x9" REF PIAN VERT WALL REINF REF CMU WALL SCHEDULE 3 3 O O WIDTH CLEAR DEPTH REINF W SPAN D ( ) ( ) #4 AT 18" TRANS T&B C2 TS8x8x5 16 14"x1' -2"x1" (4) 3/4"x9" 98'-8" REF ROOF FRAMING PLAN VERT REINF LOCATE REINF CL OF WALL 1- = OPENING WIDTH T-4' GWF1 CONTx1'-8"x1'-0" 2 5 CONT BOT O # ----- C2A TS8x8x5 16 14"x1' -2"x1" 4 3/4"x9" 98'-0" NV TO BOND BEAM EL " o,` e.: NOTE: 2 = wo REF ARCH 8" UP TO 1'-4" 1 6 BOTTOM 5 8" UP TO 12'-8" 2'-0" 1 6 T&B TWF1 CONTx1'-8"x1'-0" (2) #5 CONT BOT ----- C3 TS8x8x1/4 14"x1' -2"x3/4" (4) 3/4"x9" 98'-8" BOND BEAM WITH (1) #5 CONT WHERE CONTROL JOINT DOES =w mss. FULLY GROUT TWO COURSES NOT OCCUR AT CORNER: F1 6' -6"x6' -6'x1'-6" (11) #5 EW T&B 1, 3 C4 TS10x10x3/8 16"x1' -4"x3/4" (4) 3/4"x9" 98'-8" ABOVE AND ONE COURSE BELOW 1. PROVIDE CORNER BARS TO zw 4 a F2 9'-0"x4'-0"xt'-3" (5) #5 LONG T&B 1, 3 CS TS8x8x1/4 14"x1' -2"x3/4" (4) 3/4"x9" 98'-8" 8„ BOND BEAM WHERE OCCURS BOND BEAM. REINF OR PROVIDE w � o ? a (10) #5 TRANS T&B 4 CSA TS8x8x1 4 14"x1' -2"x3 4" 4 3/4"x9" 98'-0" 90 DEGREE HOOK. NOM REF GENERAL NOTES FOR 2. EXTEND HORIZ JOINT REINF TO OI OH z F3 5' -6"x5' -6"x1'-3" (7) #5 EW BOT 2, 5, 6 C6 TS8x8x3/16 14"x1' -2"x3/4"(4) 3/4"x9" 98'-8" HORIZ JOINT REINF END OF WALL IN BOTH DIRECTIONS dAMB JAMB o e,_ i. F4 5'-0"x5'-O"x1'-3" (6) #5 EW BOT 2, 6 C6A TSSx8x3/16 14"x1' -2"x3/4" (4) 3/4"x9" 98'-0" LAP BARS AT SO THAT IT LAPS AT THE CORNER.iKi v �� BAR POSITIONER 3. PROVIDE VERT WALL REINF IN THE k I Io n F5 6'-O"x6'-0"x1'-6" 8 5 EW BOT 2, 5, 6 C7 TS8x8x3 16 14"x1' -2"x3 4" (4) 3/4"x9" 98'-8" CORNER CELL. 6 F6 4' -0"x4' -0"x1'-3" (5) #5 EW BOT 2, 5, 6 C7A TS8x8x3/16 14"x1' -2"x3/4" (4) 3/4%9" 98'-0" F ("OMIN)( 019 MINdL) F7 4' -0"x4' -0"x1'-3" (5) #5 EW BOT 2, 6 C8 TS8x8x1/4 14"x1' -2"x3/4" (4) 3/4"x9" 98'-8" --HOLD TOP OF EACH GROUT POUR z 8 1 LINTEL F8 4'-O"x4'-0"x1'-3" (5) #5 EW BOT 2, 5, 6 C9 TS5x5x1/4 12"x1' -0"x3/4" (4) 3/4"x9" 98'-8" Z DOWN BELOW TOP OF BLOCK TO J F9 14'-0"x6'-O"x1'-3" (6) #5 LONG BOT 2, 6 C9A TS5x5x1/4 12"x1' -0"x3/4" (4) 3/4"x9" 98'-0" SECTION PROVIDE KEY FOR NEXT POUR TYP CORNER REFRIGERATION LINE AND COMPACTOR OPENING 8" AT OPENING UP TO 3'-4" (14)`#5 TRANS BOT C10 TS5x5x1/4 12"x1' -0"x3/4" (4) 3/4"x9" 100'-0" 16" AT OPENING UP TO 7'-4" ® o w USE LOW LIFT METHOD OF 24" AT OPENING UP TO 18'-0" F10 4' -0"x4' -0"x1'-3" (5) #5 EW BOT 2, 5, 6 GC1 TS8xSx1/4 14"xl'-2"x3/4" (4) 3/4"x9" 98'-8" ao E � BAR AT CL GROUTING MAX GROUT POUR 3 3 O O SIZE BARS TO MATCH VERT F11 36' -6"x2' -6"x6' -O" (9) #5 CONT T&B 1, 8 GC2 TS8x8x1/4 14"x1' -2"x3/4" (4) 3/4"x9" 98'-8" c�8 �.2 " B" mo a« c o HEIGHT = 5'-0" OPENING WIDTH CMU WALL REINF PROVIDE 2 GF1 5'-0"x5'-0"xt'-3" (6) #5 EW T&B 1, 2, 6 GC3 TS8x8x1/4 14"x1' -5"x1" (4) 1"x12" 98'-8" REF ARCH "� BARS EACH CELL FOR LENGTH a GF2 6'-0"x6'-OHx1'-3" (8) 5 EW T&B 1, 2, 6 GC4 TS8x8x1/4 14"x1' -5"x1" (4) 1"x12" 98'-8" a �� �z PROVIDE VERT WALL REINF IN REQUIRED TYP • • GF3 4'-0"x4'-0 x1'-3" (5 5 EW BOT 2, 6 GC5 TS8x4x1/4 10"x1' -2"x3/4" (4) 3/4"x9' 98'-8" a� ow ow FIRST CELL EACH SIDE OF 5 ,;� a,ow 3 CONTROL JOINT SIZE BARS TO N GF4 7' -6"x7' -6"x1'-3" (12) #5 EW BOT 2, 4, 6 GC6 TS8x4x1/4 10"x1' -2"x3/4" 4 3/4"x9" 98'-8" 0a MATCH VERT WALL REINF GROUT ALL REINFORCED CELLS GF5 4'-0"x4'-O"xt'-3" (5) #5 EW T&B 1 GC7 TS8x4x1/4 REF 5-S7 --- 100'-0" o 3 kt% uj (14 w SCHEDULED AND CONTINUE REINF TO FULL a aa� SECTION HEIGHT OF WALL TYP TF1 4'-0"x4' O"x1' 3" (5) #5 EW T&B 1, 7 TC1 TS3x3x1/4 9"x0' -9"x1/2" (4) 3/4"x1'-5" 99'-4" w �av BAR POSITIONER AT 8" MAX " NOTE: JAMB TF2 4'-6"x4'-6"xl'-3" (5 5 EW BOT 2, 6 TC2 TS8x8x3/16 14"x1' -2"x3/4" �w of w o ABOVE TOP OF GROUT POUR TYP " GROUT, CONCRETE, REINF BARS, w 4 6 NOTES: TC3 TS8x8x3 16 14"x1' -2"x3 4" 4) 3/4"x9" 99'-4" I w REF FDN PLAN JOINT REINF AND BOND BEAMS z NOTES: 1. T&B DENOTES TOP AND BOTTOM. TC4 TS8x8x3 16 14"x1' -2"x3 4" / 4 (_ 3 4"x9" 98'-8" FF EL SHALL BE DISCONTINUOUS DOWN - 1. SPLICES IN VERT REINF REF CMU WALL REINF DIAGRAM U. - �.. a TO TOP OF FOOTING AT CONTROL 1 2. BOND BEAM REF CMU WALL REINF DIAGRAM 2. REF DETAIL 5-52 FOR PEDESTAL DETAILS. TC5 TS8x8x3 16 14"xl'-2"x3 4" 4 3/4"x9" 98'-8" o a LADDER TYPE JOINTS. REF FDN AND ROOF 3. EXTEND GROUTED LINTEL A MINIMUM OF 2'-6" BEYOND FACE TO PEDESTAL EL = 98'-8" UNO g 4 s Q i JOINT REINF FRAMING PLANS FOR CONTROL waw =Q OH Z OF OPENING EACH SIDE FOR STRAIGHT LINTEL REINF AND z JOINT LOCATIONS. DO NOT JAMB JAMB V-8" FOR LINTEL REINF WITH STANDARD ACI HOOK 3. TOC EL = TOF EL FOR ALL INTERIOR COLUMNS. BOND BEAM WITH (1) #5 CONT LOCATE CONTROL JOINT WITHIN zIII 4. USE LINTEL BLOCKS ONLY FOR BOTTOM COURSE OF REF FDN PLAN FOR TOF ELEVATIONS. -j3 °' FULLY GROUTED NORMAL WEIGHT 2'-0" OF OPENINGS UNO z w LINTEL BEAMS OVER OPENING 4• CENTER COMBINED FOOTING ON COLUMNS. GENERAL t CMU BELOW GRADE MUST a 5. CONTINUE VERT WALL REINF OVER OPENING. ANCHOR Of i COURSE WITH FINISHED FLOOR CONTROL JOINT O VERT REINF INTO LINTEL BEAM WITH STANDARD ACI 5. COLUMN AT GRID B-2, B-2.5, A.9-2.2, SCHEDULE W °r VERT CONTROL JOINTS SHALL 90' HOOK 2 H-1, AND J-1 BEARS AT TOC EL = 98'-0" AND N TERMINATE AT TOP OF FTG 6. ALL VERT BARS AT DOOR JAMBS TO BE FULL HEIGHT OR W4HS02 DED 7 IS DHOOK BY OWITH NVERT WHERE OJOINTTPROVIDE AL FSTANDARD REF FDN PLAN CONTROL ACI 6. EF1SECT FORUT PEDESTAL DIAGRAMS N o FF EL WALL REINF IN THE END CELL WHERE APPLICABLE. o REF S2 FOR FOUNDATION AND 7. REF 3-S8 FOR PEDESTAL DETAILS. I N ------° S5 FOR FRAMING INFORMATION REF FDN PLAN 8. REF ARCH FOR EXACT SHAPE OF FOOTING. NOT SHOWN TOF EL d o w Q M� CMU WALL REINFORCING DIAGRAM TYPICAL MASONRY WALL OPENING DIAGRAM AND SCHEDULE COLUMN AND FOOTING SCHEDULE SHEET: 3/4" = 1'-0" 042602 S4-003 3/4"=1'-0" 022803 54-002 NTS 022202 S4-001 C a J CD 2 z 1,f¢ � o w �0) N 0 o_ E a0 N N O N c0 0 �tU O N 0'0 N � a 00 rn 0- o� RID (GF REF ROOF FRAMING F i wi REF SCHEDULE FOR JOIST LOAD AT EACH CORNER OF CURB w I CL OF O JOIST o II ~ I I REF SPECIFICATIONS FOR N o I STRUCTURAL CURB p U- I CL OF O J----- V N IJOIST J V RTU STRUCTURAL CURBS REF ROOF AMING PLAN REF SCHEDULE FOR JOIST LOAD AT EACH CORNER OF CURB _ CL OF JOIST /-REF SPECIFICATIONS FOR STRUCTURAL CURB CL OF JOIST INSTALL HEADERS PER SECTION 1 AS REQ'D _ CL OF JOIST TYP WHERE PLENUMS P.?l :. 111'rT9r MORE THAN TWO JOISTS VARIES r --CL OF JOIST REF SPECIFICATIONS 6" OC AROUND FOR STRUCTURAL PERIMETER OF CURB OPENINGS AT 12" MAX OC L4x3x1/4 (LLV) 1/8 1 1 2 ALONG SUPPORT I ANGLE L5x3 1/2x5/16 (LLV) r NTS 3 3/16 SECTION 1 REF SPECIFICATIONS FOR STRUCTURAL CURB ANGLE TO JOIST i CL OF JOIST 1 CONCENTRATED LOAD REF NOTE r , CL OF JOIST I I � I I I I I I CL OF JOIST REF SPECIFICATIONS FOR STRUCTURAL CURB SKYLIGHT INSTALL HEADERS PER SECTION 1 AS REQ'D z 0 I- 0 w U)- ----- W/2 lu W/2 REF ROOF FRAMING PLAN AHU STRUCTURAL CURB 6" OC AROUND PERIMETER OF OPENINGS AT 12" MAX OC ALONG SUPPORT ANGLE GENERAL CONTRACTOR TO X SNOW DRIFT LOADS (St) ROOF UNIFORM GRAVITY LOADS jVIJ I UI/-\Ur\/HM #I SEE JOIST SCHEDULE FOR DETAILS 3" ORPROVIDE JOIST REINF IN ACCORDANCE GREATER WITH THIS DETAIL FOR ALL CONCENTRATED LOADS IN EXCESS OF 150 POUNDS THAT ARE NOT SHOWN ON THE STRUC FRAMING PLAN PROVIDE L1 1/2x1 1/2x1/8 1/8 1C�6 WHERE REQUIRED DETAIL 1 J TYP END um GREATER CONTRACTOR TO PROVIDE AND INSTALL FIELD STRUT (L2x2x3/16) EACH SIDE OF JOIST AT ALL LOCATIONS WHERE CONCENTRATED LOAD DOES NOT OCCUR WITHIN 3" OF A PANEL POINT INSTALL ANGLE WITH ONE END AT LOCATION OF LOAD AND OTHER END AT A PANEL POINT ON THE OPPOSITE CHORD TYP -CROSS MEMBER REQD WHEN CURB IS INSTALLED AT INTERNAL ROOF DRAINS _CL OF JOIST -FIELD FABRICATE FRAME FROM L3x5x1/4 (LLV) REF SCHEDULE FORI _ z)tLi1vry 1r JOIST LOAD AT EACH I I SUPPORT LOCATION CL OF JOIST OF IST W 3/16 REF SPECIFICATIONS 3/16 TYP FOR STRUCTURAL CURB OPENING IN ROOF LARGER THAN 10"00" VARIES CL OF JOIST 6" OC AROUND REF SPECIFICATIONS PERIMETER OF OPENINGS FOR STRUCTURAL AND NON-STRUCTURAL CURBS T 12" MAX OC 1/8 1 1/2 'ALONG SUPPORT NGLE SECTION 2 REF ARCH SHEET A4.1 FOR RTU/SKYLIGHT PLACEMENT ON CURB 022802 SECTION 3 REF SPECIFICATIONS --, FOR STRUCTURAL AND NON-STRUCTURAL CURBS ANGLE TO 671 -1-/-2\ JOIST 032902 S5-017 SECTION 4 JOIST MFR TO ANALYZE JOIST WITH RID SNOW DRIFT ACTING BOTH GRID SEPARATELY AND SIMULTANEOUSLY AT EA END OF JOIST SNOW DRIFT LOADS (St) if ROOF GRAVITY LOADS X I I X L JOIST DIAGRAM #2 SEE JOIST SCHEDULE FOR DETAILS CONTRACTOR NOTE: BRIDGING AND WEB MEMBERS ARE NOT DESIGNED FOR LOADS OTHER THAN AXIAL. NO ATTACHMENT OF ANY TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. ALL LOAD ATTACHMENT SHALL BE TO JOIST CHORDS ONLY. REF 4-S4.1 PROVIDE TOP AND BOTTOM BRIDGIN PER SJI REQUIREMENTS. DO NOT WELD BRIDGING TO WEB MEMBERS JOIST MANUFACTURER TO PROVIDE WIND UPLIFT - BRIDGING AT THE FIRST BOTTOM CHORD PANEL POINTS PER SJI REQUIREMENTS. DESIGN ALL JOIST FOR A NET UPLIFT LOAD PER DESIGN LOAD SCHEDULE 4-S0. TYPICAL JOIST BRIDGING DIAGRAM STRUCTURAL CURBS MARK RTU JOIST SCHEDULE JOIST W16x50 SIZE WIDTH W LOAD VESTIBULE BEAM AT GRID A 3-5 TON 3'-7 3/4" 400 LBS LOAD (SL) 10 TON 4'-2" 600 LBS W16x40 20 TON 8'-3" 1000 LBS 113 AHU 14'-2" 1300 LBS -- EVAP 3'-9 1/2" 400 LBS NOTES: 1. INSTALL STRUCTURAL CURBS, HEADERS, AND 113 FRAMES AND WELD TO SUPPORT STEEL BEFORE 217 DECK IS PLACED. 2. ADJUST LOCATION OF RTU SO CURB FALLS DIAGRAM WITHIN 3 INCHES OF JOIST PANEL POINTS. JIB IF CURB IS MORE THAN 3 INCHES FROM PANEL 186 POINT ADD REINFORCING PER JOIST REINFORCING 682 DETAIL. 3. GENERAL CONTRACTOR SHALL COORDINATE RTU REF DIMENSIONS AND FRAMING LOCATIONS WITH THE #1 STEEL FABRICATOR, MECHANICAL AND ERECTION 28KSP SUBCONTRACTORS. 4. HEADERS ARE NOT REQUIRED FOR STRUCTURAL 217 CURBS EXCEPT WHEN THE CURB DOES NOT 32.1 SPAN BETWEEN TWO JOIST OR THE CURB DIAGRAM CANTILEVERS MORE THAN TWO FEET OVER THE J3 JOIST. 5. REF DETAIL 1 FOR CONNECTION OF DECK 285 PARALLEL TO CURB, WHERE REQUIRED. 6. DO NOT INSTALL STRUCTURAL CURBS ON TOP REF OF DECK. 7. STEEL SUPPLIER TO FURNISH STOCK ANGLE FOR 28KSP FIELD FABRICATED FRAMES. SECTION 4 JOIST MFR TO ANALYZE JOIST WITH RID SNOW DRIFT ACTING BOTH GRID SEPARATELY AND SIMULTANEOUSLY AT EA END OF JOIST SNOW DRIFT LOADS (St) if ROOF GRAVITY LOADS X I I X L JOIST DIAGRAM #2 SEE JOIST SCHEDULE FOR DETAILS CONTRACTOR NOTE: BRIDGING AND WEB MEMBERS ARE NOT DESIGNED FOR LOADS OTHER THAN AXIAL. NO ATTACHMENT OF ANY TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. ALL LOAD ATTACHMENT SHALL BE TO JOIST CHORDS ONLY. REF 4-S4.1 PROVIDE TOP AND BOTTOM BRIDGIN PER SJI REQUIREMENTS. DO NOT WELD BRIDGING TO WEB MEMBERS JOIST MANUFACTURER TO PROVIDE WIND UPLIFT - BRIDGING AT THE FIRST BOTTOM CHORD PANEL POINTS PER SJI REQUIREMENTS. DESIGN ALL JOIST FOR A NET UPLIFT LOAD PER DESIGN LOAD SCHEDULE 4-S0. TYPICAL JOIST BRIDGING DIAGRAM T-<6" OC AROUND L`� j PERIMETER OF l OPENINGS AT 12" MAX OC 1 1/2 ALONG SUPPORT ANGLE S4-010-LENNOX-173-208 BEAM SCHEDULE MARK SIZE JOIST SCHEDULE Bt W16x50 VESTIBULE ENTRY LINTEL B2 W16x26 VESTIBULE BEAM AT GRID A MARK JOIST SIZE TOTAL LOAD UNIFORM GRAVITY LOADS (PLF) (DL+LL) LIVE LOAD (LL) TOTAL LOAD (DL+SL) SNOW LOAD (SL) SNOW DRIFT INFORMATION S1 (PLF) X (FT) VESTIBULE ROOF BEAM NOTES W16x40 J1 28KSP 203 113 307 217 -- -- REF DIAGRAM #1 J1A 28KSP 203 113 307 217 624 28.8 REF DIAGRAM #1 JIB 28KSP 186 103 682 592 196 9.9 REF DIAGRAM #1 J2 28KSP 181 113 285 217 561 32.1 REF DIAGRAM #1 J3 28KSP 181 113 285 217 -- -- REF DIAGRAM #1 J4 28KSP 220 122 332 234 -- -- REF DIAGRAM #1 J4A 28KSP 220 122 332 234 606 32.1 REF DIAGRAM #1 J5 28KSP 216 120 327 231 -- -- REF DIAGRAM #1 J5A 28KSP 216 120 281 198 513 32.1 REF DIAGRAM #1 J513 28KSP 216 120 644 548 282 15.2 REF DIAGRAM #1 J5C 28KSP 216 120 644 548 -- - - REF DIAGRAM #1 J5D 28KSP 216 120 802 706 -- -- REF DIAGRAM #1 J5E 28KSP 186 103 656 573 - - - - REF DIAGRAM #1 J5F 28KSP 216 120 362 266 -- -- REF DIAGRAM #1 J6 3OKSP 186 103 281 198 - - - - REF DIAGRAM #1 J6A 3OKSP 216 120 322 239 456 29.6 REF DIAGRAM #1 J6B 3OKSP 216 120 644 548 139 9.1 REF DIAGRAM #1 J6C 30KSP 216 120 362 266 - - -- REF DIAGRAM #1 J7 28KSP 262 171 310 219 -- -- REF DIAGRAM #1 J7A 28KSP 262 171 310 219 567 32.1 REF DIAGRAM #1 J76 28KSP 262 171 730 639 147 8.4 REF DIAGRAM #1 J7C 28KSP 262 171 730 639 -- -- REF DIAGRAM #1 J8 28KSP 296 171 344 219 -- -- REF DIAGRAM #1 J8A 28KSP 296 171 764 639 -- -- REF DIAGRAM #1 J9 16KSP 288 166 336 214 -- -- REF DIAGRAM #1 J9A 16KSP 288 166 336 214 407 14.4 REF DIAGRAM #1 J913 16KSP 344 222 786 664 -- -- REF DIAGRAM #1 J9C 16KSP 344 222 786 664 - - -- REF DIAGRAM #1 J10 26KSP 175 97 656 578 -- -- REF DIAGRAM #1 J11 26KSP 175 97 656 578 -- -- REF DIAGRAM #1 J12 24KSP 147 92 758 703 -- -- REF DIAGRAM #1 J13 20KSP 147 92 758 703 -- -- REF DIAGRAM #1 J14 20KSP 74 55 -- -- -- -- REF DIAGRAM #1 J15 20KSP 216 120 327 231 -- -- REF DIAGRAM #1 J15A 20KSP 216 120 362 266 -- -- REF DIAGRAM #1 J16 20KSP 181 113 285 217 -- -- REF DIAGRAM #1 J17 20KSP 220 122 332 234 -- -- REF DIAGRAM 1 J18 20KSP 262 171 310 219 -- -- REF DIAGRAM #1 J18A 20KSP 262 171 730 639 - - -- REF DIAGRAM #1 J19 20KSP 187 117 869 799 -- -- REF DIAGRAM #1 TJ1 24KSP 220 122 339 241 799 25.7 REF DIAGRAM #1 TJ1 A 24KSP 220 122 575 477 556 17.9 REF DIAGRAM #1 TJ2 24KSP 262 171 310 219 747 25.7 REF DIAGRAM #1 TJ3 24KSP 264 172 321 229 215 7.3 REF DIAGRAM #2 TJ3A 24KSP 264 172 612 520 -- -- REF DIAGRAM #1 GCJ1 22KSP 202 112 305 215 484 17.0 REF DIAGRAM #1 GCJ2 22KSP 202 112 305 215 - - -- REF DIAGRAM #1 GCJ2A 22KSP 202 112 847 757 - - -- REF DIAGRAM #1 GCJ3 22KSP 202 112 305 215 - - -- REF DIAGRAM #1 GCJ3A 22KSP 202 112 847 757 -- -- REF DIAGRAM #1 GCJ4 22KSP 202 112 305 215 -- -- REF DIAGRAM #1 GCJ4A 22KSP 202 112 847 757 -- -- REF DIAGRAM #1 GCJ5 ---- 241 134 616 509-- -- ---------- GCJ6 ----t 117 65 312 260 ---- ---- ---------- NOTES: 1. 2. 3. 4. 5. 6. 7. UNIFORM GRAVITY LOADS ARE TABULATED FOR EACH JOIST AS FOLLOWS: TOTAL LOAD (TL) = ROOF DEAD LOADS + LIVE LOADS (REF SHEET SO) LIVE LOAD (LL) = LIVE LOADS (REF SHEET SO) SNOW LOAD (SL) = SNOW LOADS (REF SHEET SO) SNOW DRIFT LOADS SHALL BE USED IN CONJUNCTION WITH TOTAL LOAD (DL+SL) ONLY. IN ADDITION TO THE ROOF UNIFORM GRAVITY LOADS, DESIGN SPECIAL JOISTS TO ACCOMMODATE THE SNOW DRIFT LOADS SHOWN IN THE JOIST SCHEDULE, RTU LOADS, SOFFIT LOADS, AND ANY OTHER CONCENTRATED OR DISTRIBUTED LOADS INDICATED IN THE JOIST DIAGRAMS OR FRAMING PLANS. RTU LOADS ARE PROVIDED IN THE RTU FRAMING PLAN. REF 1-S3, AND 2-S4.1 FOR LOCATIONS. ALL LOADS SHOWN ON THESE DIAGRAMS AND ON OTHER DRAWINGS ARE DESIGN WORKING LOADS FOR WORKING STRESS DESIGN WITH THE APPROPRIATE BUILDING CODE LOAD FACTOR APPLIED. NO INCREASE IN STRESS OR LOAD REDUCTION IS ALLOWED FOR WIND OR SEISMIC LOAD COMBINATIONS. THE LIVE LOAD DEFLECTION LIMIT IS L/240. PROVIDE 5" JOIST SEATS AT ALL JOISTS, UNO. WHERE JOISTS ARE PARALLEL TO AND NEAR WALLS, 50 FEET OR LESS IN LENGTH, PROVIDE A MAXIMUM 1/2" CAMBER AND FOR JOISTS GREATER THAN 50 FEET, PROVIDE A MAXIMUM 3/4" CAMBER. JOIST AT SIDEWALLS SHALL BE DESIGNED FOR A HORIZONTAL LOAD FROM WIND APPLIED TO THE BOTTOM CHORD BY COLUMN BRACE. REF 5 AND 6-S5 FOR DETAILS. T-<6" OC AROUND L`� j PERIMETER OF l OPENINGS AT 12" MAX OC 1 1/2 ALONG SUPPORT ANGLE S4-010-LENNOX-173-208 1 u' NTS 022202 S4-012 w owva -Qo DOS'-�ZZWW w mz�o4)>Ir <4a$o oaE2cwiwstqO cr li aOol-""Fw".z�wz�rc� Z Q4U 4��OOf.a WWW OyIOW 00000 OPZ ,ra �cwioa�zz< Q ��'dYriz zwti" aOPnFalua F�F w wwo�¢w 00 �+ K O- 8.6 d D2wFSF-m8l�aOZ WKww 00 ui FO��GQJWQUIQKLL'QF BEAM SCHEDULE MARK SIZE NOTES Bt W16x50 VESTIBULE ENTRY LINTEL B2 W16x26 VESTIBULE BEAM AT GRID A B3 W16x40 VESTIBULE ROOF BEAM B4 W21x50 VESTIBULE ROOF BEAM B5 W16x40 CART STORAGE ROOF BEAM 66 W16x26 CART STORAGE ROOF BEAM AT GRID A.1 B7 W16x26 CART STORAGE ROOF BEAM !� AT GRID A.1 B9 NOT USED ------ o x1 4 B11 W14x22 ROOF BEAM AT GRID 13 612 W16x31 DRIVE THRU CANOPY BEAM 1 8 0 TSO I B 5 1 R C 1114 TB2 TS12x6x1 4 AUTOMOTIVE CANOPY BEAM TB3 W14x22 AUTOMOTIVE ROOF BEAM TB4 W14x22 AUTOMOTIVE ROOF BEAM GCB1 W27x102 GARDEN CENTER BEAM GCB2 W24xS5 GARDEN CENTER BEAM GCB3 W2462 GARDEN CENTER BEAM GCB4 W2455 GARDEN CENTER BEAM GCB5 W24x62 GARDEN CENTER BEAM GCB6 W2455 GARDEN CENTER BEAM 1 u' NTS 022202 S4-012 w owva -Qo DOS'-�ZZWW w mz�o4)>Ir <4a$o oaE2cwiwstqO cr li aOol-""Fw".z�wz�rc� Z Q4U 4��OOf.a WWW OyIOW 00000 OPZ ,ra �cwioa�zz< Q ��'dYriz zwti" aOPnFalua F�F w wwo�¢w 00 �+ K O- 8.6 d D2wFSF-m8l�aOZ WKww 00 ui FO��GQJWQUIQKLL'QF ISSUE BLOCK Al 11/17/04 CCD #2 12/1/04 CCD #3 CHECKED BY: en DRAWN BY: i93a a q - FILE NAME: z A E PROTO CYCLE: 7 W2 H M u Y Z Q H � q D r J Il) M S t F rn � k Z 0 xe> s u m v F0 ISSUE BLOCK Al 11/17/04 CCD #2 12/1/04 CCD #3 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 "N � � t� O !� LSI GE j� E--4 o 4 ISSUE BLOCK Al 11/17/04 CCD #2 12/1/04 CCD #3 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 U v D d d. v 1114 a i > H F, FRAMING SCHEDULE SHEET: S4.1 1 l 1 I I 1 1 F 7 EQ SPACES = 39'-9" G COLUMN 1 E F CL OF COLUMN D P(KIPS) I COLUMN D c P DEAD LOAD + LIVE LOAD JG18 14.4 14.4 P P P P 24.9 JG19 16.4 16.4 16.4 CL OF I 9 EQ SPACES = 50'-62" CL OF COLUMN COLUMN P(KIPS) DEAD LOAD + LIVE LOAD JG7 16.2 16.2 16.2 16.2 16.2 16.2 16.2 16.2 JG7A 14.3 14.3 14.3 16.7 16.7 16.7 14.3 14.3 JG7B 16.2 16.2 16.2 17.7 17.7 17.7 16.2 16.2 JG7C 14.3 14.3 14.3 14.3 14.3 16.7 16.7 16.7 JG7D 16.2 16.2 16.2 16.2 16.2 17.7 17.7 17.7 JG7E 16.9 16.9 16.9 13.8 13.8 13.8 13.8 13.8 JG8 11.6 11.5 11.6 11.6 11.6 11.6 11.6 11.6 JG8A 12.4 12.4 12.4 11.6 11.6 11.6 11.6 11.6 JG12 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 JG7, JG7A, JG7B, JG7C, JG7D, JG7E, JG8, AND JG8A = 60" DEPTH JG12 = 50" DEPTH GRID GRID P P P P 4 EQ SPACES = 22'-52" 2 _94„ CL OF CL OF COLUMN COLUMN P(KIPS) DEAD LOAD + LIVE LOAD JG61 14.2 1 14.2 1 14.2 1 14.2 1 JG6 = 30" DEPTH B B.6 C P P P P I P P P CL OF I 5 EQ SPACES = 30'-0" 4 EQ SPACES = 20'-62" CL OF COLUMN COLUMN P(KIPS) DEAD LOAD + LIVE LOAD JG3 29.2 23.6 18.5 16.2 14.1 13.0 13.0 13.0 JG3A 14.6 14.4 14.3 14.2 13.2 12.1 12.1 12.1 JG3B 35.5 28.5 23.9 19.3 16.0 14.8 14.8 14.8 JG4 16.1 14.4 13.7 13.5 12.0 10.6 10.6 10.6 JG3, JG3A, JG313, AND JG4 = 60" DEPTH B.s c P P P :L OF 4 EQ SPACES = 20'-62" CL OF :OLUMN COLUMN P(KIPS) DEAD LOAD + LIVE LOAD JG2 22.0 18.7 15.5 JG5 29.5 23.1 16.8 JG5A 31.9 25.3 18.8 JG2 = 30" DEPTH JG5 AND JG5A = 60" DEPTH B B.6 P P P P CL OF 5 EQ SPACES = 30'-0" CL OF COLUMN 'I COLUMN P(KIPS) DEAD LOAD + LIVE LOAD JG1 1 23.1 1 20.8 1 18.5 1 16.2 1 JG1 = 30" DEPTH 1. A. LOADS INCLUDE SNOW DRIFT LOAD WHEN APPLICABLE. B. LOADS DO NOT INCLUDE JOIST GIRDER SELF WEIGHT. C. JOIST GIRDERS TO HAVE 7 1/2" SEATS. D. LOADS DO INCLUDE POINT LOADS SHOWN ON FRAMING PLAN (e.g. RTU'S, DRAIN LINES, SOFFITS, ETC). E. THE LIVE LOAD DEFLECTION LIMIT IS L/240 WITH THE EXCEPTION OF GIRDERS ADJACENT TO EXTERIOR WALLS WHERE THE LIMIT IS L/360. 2. ALL LOADS SHOWN IN THESE DIAGRAMS AND ON OTHER DRAWINGS ARE WORKING DESIGN LOADS FOR WORKING STRESS DESIGN WITH THE APPROPRIATE BUILDING CODE LOAD APPLIED. NO INCREASE IN STRESS OR LOAD REDUCTION IS ALLOWED FOR WIND OR SEISMIC LOAD COMBINATIONS. 3. LIMIT JOIST GIRDER SEAT WIDTH TO A MAXIMUM OF 11 INCHES. 4. JOIST GIRDER MANUFACTURER SHALL CONSIDER THE EFFECTS OF THE TWISTING FORCES ON A JOIST GIRDER INDUCED WHEN UNEQUAL LENGTH JOISTS BEAR ON OPPOSITE SIDES OF THE SAME JOIST GIRDER. ANY ADDITIONAL BOTTOM CHORD BRACING REQUIRED TO RESIST THE TORSIONAL FORCES MUST BE DESIGNED AND SPECIFIED ON THE JOIST SUBMITTAL BY THE JOIST GIRDER MANUFACTURER. JOIST GIRDERS WITH SHEAR COLLECTORS (REF 1 AND 2-S5.1) SHALL HAVE A MINIMUM TOP CHORD WIDTH OF 8 INCHES. 6. JOIST GIRDERS AT SIDE WALLS SHALL BE LIMITED TO A LIVE LOAD DEFLECTION OF L/360. 7. JOIST GIRDERS ALONG GRID 2 FROM GRID D TO E, AND ALONG GRID 2 FROM GRID F TO G SHALL BE LOADED ON VERTICALS. H J P P P P P P CL OF 7 EQ SPACES = 39'-9" G COLUMN 1 FILE NAME: F CL OF COLUMN E P(KIPS) I COLUMN D P P P DEAD LOAD + LIVE LOAD CL OF I 9 EQ SPACES = 50'-62" CL OF COLUMN COLUMN P(KIPS) DEAD LOAD + LIVE LOAD JG7 16.2 16.2 16.2 16.2 16.2 16.2 16.2 16.2 JG7A 14.3 14.3 14.3 16.7 16.7 16.7 14.3 14.3 JG7B 16.2 16.2 16.2 17.7 17.7 17.7 16.2 16.2 JG7C 14.3 14.3 14.3 14.3 14.3 16.7 16.7 16.7 JG7D 16.2 16.2 16.2 16.2 16.2 17.7 17.7 17.7 JG7E 16.9 16.9 16.9 13.8 13.8 13.8 13.8 13.8 JG8 11.6 11.5 11.6 11.6 11.6 11.6 11.6 11.6 JG8A 12.4 12.4 12.4 11.6 11.6 11.6 11.6 11.6 JG12 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 JG7, JG7A, JG7B, JG7C, JG7D, JG7E, JG8, AND JG8A = 60" DEPTH JG12 = 50" DEPTH GRID GRID P P P P 4 EQ SPACES = 22'-52" 2 _94„ CL OF CL OF COLUMN COLUMN P(KIPS) DEAD LOAD + LIVE LOAD JG61 14.2 1 14.2 1 14.2 1 14.2 1 JG6 = 30" DEPTH B B.6 C P P P P I P P P CL OF I 5 EQ SPACES = 30'-0" 4 EQ SPACES = 20'-62" CL OF COLUMN COLUMN P(KIPS) DEAD LOAD + LIVE LOAD JG3 29.2 23.6 18.5 16.2 14.1 13.0 13.0 13.0 JG3A 14.6 14.4 14.3 14.2 13.2 12.1 12.1 12.1 JG3B 35.5 28.5 23.9 19.3 16.0 14.8 14.8 14.8 JG4 16.1 14.4 13.7 13.5 12.0 10.6 10.6 10.6 JG3, JG3A, JG313, AND JG4 = 60" DEPTH B.s c P P P :L OF 4 EQ SPACES = 20'-62" CL OF :OLUMN COLUMN P(KIPS) DEAD LOAD + LIVE LOAD JG2 22.0 18.7 15.5 JG5 29.5 23.1 16.8 JG5A 31.9 25.3 18.8 JG2 = 30" DEPTH JG5 AND JG5A = 60" DEPTH B B.6 P P P P CL OF 5 EQ SPACES = 30'-0" CL OF COLUMN 'I COLUMN P(KIPS) DEAD LOAD + LIVE LOAD JG1 1 23.1 1 20.8 1 18.5 1 16.2 1 JG1 = 30" DEPTH 1. A. LOADS INCLUDE SNOW DRIFT LOAD WHEN APPLICABLE. B. LOADS DO NOT INCLUDE JOIST GIRDER SELF WEIGHT. C. JOIST GIRDERS TO HAVE 7 1/2" SEATS. D. LOADS DO INCLUDE POINT LOADS SHOWN ON FRAMING PLAN (e.g. RTU'S, DRAIN LINES, SOFFITS, ETC). E. THE LIVE LOAD DEFLECTION LIMIT IS L/240 WITH THE EXCEPTION OF GIRDERS ADJACENT TO EXTERIOR WALLS WHERE THE LIMIT IS L/360. 2. ALL LOADS SHOWN IN THESE DIAGRAMS AND ON OTHER DRAWINGS ARE WORKING DESIGN LOADS FOR WORKING STRESS DESIGN WITH THE APPROPRIATE BUILDING CODE LOAD APPLIED. NO INCREASE IN STRESS OR LOAD REDUCTION IS ALLOWED FOR WIND OR SEISMIC LOAD COMBINATIONS. 3. LIMIT JOIST GIRDER SEAT WIDTH TO A MAXIMUM OF 11 INCHES. 4. JOIST GIRDER MANUFACTURER SHALL CONSIDER THE EFFECTS OF THE TWISTING FORCES ON A JOIST GIRDER INDUCED WHEN UNEQUAL LENGTH JOISTS BEAR ON OPPOSITE SIDES OF THE SAME JOIST GIRDER. ANY ADDITIONAL BOTTOM CHORD BRACING REQUIRED TO RESIST THE TORSIONAL FORCES MUST BE DESIGNED AND SPECIFIED ON THE JOIST SUBMITTAL BY THE JOIST GIRDER MANUFACTURER. JOIST GIRDERS WITH SHEAR COLLECTORS (REF 1 AND 2-S5.1) SHALL HAVE A MINIMUM TOP CHORD WIDTH OF 8 INCHES. 6. JOIST GIRDERS AT SIDE WALLS SHALL BE LIMITED TO A LIVE LOAD DEFLECTION OF L/360. 7. JOIST GIRDERS ALONG GRID 2 FROM GRID D TO E, AND ALONG GRID 2 FROM GRID F TO G SHALL BE LOADED ON VERTICALS. H J P P P P P P CL OF 7 EQ SPACES = 39'-9" CL OF COLUMN 1 FILE NAME: 9 EQ SPACES = 50'-61" 2 CL OF COLUMN COLUMN P(KIPS) I COLUMN DEAD LOAD + LIVE LOAD DEAD LOAD + LIVE LOAD JG18 14.4 14.4 14.4 16.6 20.7 24.9 JG19 16.4 16.4 16.4 20.8 29.1 37.4 JG20 14.6 14.6 14.6 18.3 25.8 33.3 JG21 17.2 17.2 17.2 17.2 17.2 17.2 JG21 A 16.0 16.0 16.0 20.0 27.7 35.4 JG22 11.7 11.7 11.7 15.3 22.0 28.7 JG23 15.7 15.7 15.7 17.8 21.9 25.9 JG18,JG19,JG20,JG21,JG21A 60" DEPTH Z JG22 AND JG23 50" DEPTH G P P P H P CL OF .o 8 EQ SPACES = 48'-62" FILE NAME: 9 EQ SPACES = 50'-61" 2 CL OF COLUMN z u � a D � l I COLUMN - J � N COLUMN DEAD LOAD + LIVE LOAD JG13 P(KIPS) DEAD LOAD + LIVE LOAD = 60" JG14 15.4 15.4 15.4 15.4 15.4 15.4 15.4 JG15 17.5 17.5 17.5 17.5 17.5 17.5 17.5 JG16 12.5 12.5 12.5 12.5 12.5 12.5 12.5 JG17 16.3 16.3 16.3 16.3 16.3 16.3 16.3 JG14 = 50" DEPTH JG15,JG16 AND JG17 = 60" DEPTH Z J.7 J.9 I P P I CL OF 3 EQ SPACES CL OF COLUMN ' = 17'-2" COLUMN P(KIPS) DEAD LOAD + LIVE LOAD TJG6 1 8.2 1 11.1 1 TJG6 = 28" DEPTH J.4 J.7 I P P I 1, CL OF 3 EQ SPACES CL OF COLUMN 'I COLUMN P(KIPS) DEAD LOAD + LIVE LOAD TJG5 1 5.2 1 5.2 1 TJG5 = 28" DEPTH H.4 H.7 P P P(KIPS) DEAD LOAD + LIVE LOAD TJG4 1 11.3 1 11.3 TJG4 = 28" DEPTH E.8 F G G.6 P I P P P P P P P P P 1 1 1 1 1 1 3'-28" CL OF .o LV -73" 8 pm3 $ „affil G FILE NAME: 9 EQ SPACES = 50'-61" 2 CL OF COLUMN I z u � a D � l I COLUMN - J � N P(KIPS) DEAD LOAD + LIVE LOAD JG13 ( 16.9 1 17.8 1 15.9 1 14.3 1 14.2 1 14.2 1 14.2 1 14.2 1 14.2 1 14.2 1 JG13 = 60" DEPTH � E.4 F P P P P P 1'-112" CL OF 5 EQ SPACES = 28'-1" CL OF COLUMNI COLUMN P(KIPS) DEAD LOAD + LIVE LOAD JG11 114.2 1 14.2 1 14.2 I 14.2 1 14.2 1 JG11 = 30" DEPTH E E.4 P P P 3'-7j" 3 EQ SPACES CL OF CL OF COLUMN COLUMI = 16'-10$" P(KIPS) DEAD LOAD + LIVE LOAD JG10 1 14.2 1 14.2 1 14.2 1 JG10 = 30" DEPTH P P al - BEAM 71 REF PLAN PLAN TYP PL 1/4"x4"x0'-4" BEAM REF PLAN OIST CONNECTION FOR SLIDING SIDE AT BEAM 0 1 1/2" = 1'-0'1 (2) Li m 6 BEA H.4 P I 3/4" 1'-103„ ;L OF 4 EQ SPACES = 24'-34 2 EQ SPACES CL OF4 'OLUMN 71 11'-4 1 COLUMN 4" = P(KIPS) DEAD LOAD + LIVE LOAD TJG3 112.01 12.0 1 12.0 1 12.0 1 11.6 1 11.3 1 11.31 TJG3 = 50" DEPTH F.8 IP P P P 10$" CL OF 1[5'- 7S 3 EQ SPACES 16'-0" CL OF COLUMNCOLUN 18'-22' P(KIPS) DEAD LOAD + LIVE LOAD TJG2 111.11 11.6 1 12.0 1 12.0 12.0 1 TJG2 = 50" DEPTH E.8 F F.6 P P P P P P P 3'-22" 7r5-7121, 6 EQ SPACES = 33'-81" CL OF CL C COLUMN COLL P(KIPS) DEAD LOAD + LIVE LOAD TJG1 1 13.0 1 14.8 1 12.8 11.2 1 11.1 1 11.1 1 11.1 ( 11.11 TJG1 = 50" DEPTH E E.6 J K P P P P P P P P P P P P P CL OF 5 EQ SPACES = 28'-1" CL OF COLUMN COLUMN P(KIPS) DEAD LOAD + LIVE LOAD JG91 14.1 1 14.1 1 14.1 1 14.1 1 JG9 = 30" DEPTH CL OF 10 EQ SPACES = 55'-4" COLUMN P S A 0 + VE A JG24 1 7.7 7.7 7.7 7.7 1 7.7 7.9 9.8 12.3 14.7 1 JG24 = 40" DEPTH S4_2_195DC REF 3-S5 FOR ITEMS SHOWN BUT NOT NOTED TO COLUMN CONNECTION 100204 S42-006195DC S4-015-195 BOND BEAM WITH (1) #5 CONT (BOND BEAM OCCURS ONE COURSE LOWER AT SIM) FULLY GROUT COURSE ABOVE BOND BEAM WHERE OCCURS REF CMU WALL EMBED GRI SCHEDULE FOR SIZE OF CONT STEEL MEMBER AND 5" FOR TYPE, SIZE AND Ll SPACING OF EMBEDS �\ D BEA 3/4"=l'- (2) L4r BEAM (2) L4x3 1/2x5/16x1'- 4" (LLH) I I I ( I I I BEAM REF PLAN I � I I 1/4 EACH 1 4 ANGLE REF 3-S5 FOR ITEMS SHOWN BUT NOT NOTED TO COLUMN CONNECTION Al100204 S4-2-OD7-195DC REF 10-S5 FOR ITEMS SHOWN BUT NOT NOTED L&BEAM TO COLUMN CONNECTION 53/4"=l'-O" 100204 S4_2 -005_195D7 GRID REF PLAN STIFFENER PLATE 1/4" NEAR SIDE AND FAR SIDE STD AISC DOUBLE ANGLE CONNECTION REF PLAN JBE Rix 4 TYP /3/16 DO NOT WELD JOIST TO BEAM - (2) 3/4" DIA A325 BOLTS. INSTALL CENTERED IN 2" LONG SLOTS PARALLEL TO JOIST IN JOIST SEAT WITH DOUBLE NUTS ON SLIDING SIDE OF EXPANSION JOINT. (FINGER TIGHTEN FIRST NUT AND WRENCH TIGHTEN SECOND NUT AT EACH BOLT LOCATION) 1 EXP AN SI C 3 3/4" =1'-0„ BEAM REF PLAN CAP PLATE 3/4" WITH (4) 3/4 -DIA A325 BOLTS COLUMN REF PLAN 100204 S4_2-004_195DC GRID CL OF EXPANSION JOINT REF CMU WALL EMBED SCHEDULE FOR SIZE OF CONT STEEL 2" I 2" MEMBERS 1/8 1 1 2 FIXED 1 8 1 1 2 SIDE ONLY L2x2x3/16 FLANGE BRACE BEAM REF REF ROOF FRAMING PLAN PLAN FOR LOCATION (FIELD WELD EACH END) 100204 S4_2-003_195DC GRID IJL/91Y1 1\LI 1 Lll1Y FOR LOCATION (FIELD WELD EACH END) F CONNECTION 100204 S4_2-002_195DC W O OOM,Z,wo Oz< f WF,rcm\mKOKWyW N1 z ir <aa oo�ln��7wo'w'w ayi �¢�€warc�Na} Z a��a�op�aww� �awaaDoa�zoaaoz<GG Q Q a C to H womoLd Z N J -�F WW oOSw 00 II.1 �IOF wis ok'wUE Na asl0..Wao ISSUE BLOCK- lAl 112/1/041 CCD #3 CHECKED BY: .o DRAWN BY: pm3 $ „affil G FILE NAME: 1 1 m PROTO CYCLE: 062504 z u � a D � l r- - J � N Y 8 s J a eg s U ti So @ U ISSUE BLOCK- lAl 112/1/041 CCD #3 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: 20 PROTO CYCLE: 062504 DOCUMENT DATE: 081104 c""1�j . o N a � o Q W r� E-4 ri�f 0 o o F -- co rn W Z pp 0 ti ISSUE BLOCK- lAl 112/1/041 CCD #3 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 FRAMING SCHEDULE SHEET: S 4.2 oy0 P pn 6 5 2 w C it C' J No FRAMING SCHEDULE SHEET: S 4.2 SPECIAL INSPECTIONS REQUIRED SPECIAL INSPECTIONS AS REQUIRED BY SECTION 1700 OF THE 2000 INTERNATIONAL BUILDING CODE: PERIODIC SPECIAL INSPECTIONS: STEEL 1. MATERIAL VERIFICATION OF HIGH STRENGTH NUTS, BOLTS, AND WASHERS 2. INSPECTIONS OF HIGH STRENGTH BOLTING (BEARING TYPE CONNECTION) 3. INSPECTIONS OF WELDING A. SINGLE PASS FILLET WELDS LESS THAN 5/16- B. FLOOR AND DECK WELDING 4. INSPECTION OF STEEL FRAME JOINTS DETAILS FOR COMPLIANCE WITH APPROVAL CONSTRUCTION DOCUMENTS CONCRETE 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT 2. VERIFYING USE OF REQUIRED MIX DESIGNS 3. INSPECTIONS FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES MASONRY 1. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE A. PROPORTIONS OF SITE PREPARED MORTAR B. CONSTRUCTION OF MORTAR JOINTS C. LOCATIONS OF REINFORCEMENT AND CONNECTORS 2. INSPECTION PROGRAM SHALL VERIFY A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS B. TYPE, SIZE, AND LOCATION OF ANCHORS INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION C. SPECIFIED SIZE GRADE REINFORCEMENT AND TYPE OF D. PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 407) OR HOT WEATHER (TEMPERATURE ABOVE 907) 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE A. GROUT SPACE IS CLEAN B. PLACEMENT OF REINFORCEMENT AND CONNECTIONS C. PROPORTIONS OF SITE PREPARED GROUT D. CONSTRUCTION OF MORTAR JOINTS 4. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED CONTINUOUS SPECIAL INSPECTIONS: CONCRETE 1. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE 2. SAMPLING FRESH CONCRETE AND PERFORMING SLUMP, AIR CONTENT, AND DETERMINING THE TEMPERATURE OF FRESH CONCRETE AT THE TIME OF MAKING SPECIMENS FOR STRENGTH TEST 3. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES MASONRY 1. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT PROVISIONS 2. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED 7 i 0 Z z_ J �i- ma crf o w (n 0) cqI E Ln j N O �i ) a U O O O N � a Lo rn0 WE NTS a 191 SD-SCHD-011-IBC ABBREVIATION LEGEND ABBR I DEFINITION I ACI AMERICAN CONCRETE INSTITUTE AFF ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY BFF BELOW FINISHED FLOOR BL BLOCK LINTEL BO BOTTOM OF BOS BOTTOM OF STEEL BRG BEARING CJ CONTRACTION JOINT CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS DIA DIAMETER EDC ELECTRICAL DISTRIBUTION CENTER EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EQ EQUAL EW EACH WAY FDN FOUNDATION FF FINISHED FLOOR FRP FIBER REINFORCED PLASTIC FS FAR SIDE FTG FOOTING GA GAGE GC GENERAL CONTRACTOR GYP BD GYPSUM BOARD H HEIGHT HORIZ HORIZONTAL HSA HEADED STUD ANCHOR INFO INFORMATION ISO ISOLATION JBE JOIST BEARING ELEVATION JST JOIST JT JOINT KSI KIPS PER SQUARE INCH L LENGTH LB POUNDS LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NO NUMBER NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OPPOSITE HAND PAF POWDER ACTUATED FASTENER PCF POUNDS PER CUBIC FOOT PL PLATE PLAM PLASTIC LAMINATE PLF POUNDS PER LINEAR FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH QTY QUANTITY REF REFER TO REINF REINFORCING REQD REQUIRED REV REVERSE RO ROUGH OPENING RTU ROOF TOP UNIT SCHED SCHEDULE SDI STEEL DECK INSTITUTE SIM SIMILAR SJI STEEL JOIST INSTITUTE SPECS SPECIFICATIONS STRUC STRUCTURAL T&B TOP AND BOTTOM THK THICKNESS TO TOP OF TOC TOP OF CONCRETE TOF TOP OF FOOTING TOGB TOP OF GRADE BEAM TOM TOP OF MASONRY TOP TOP OF PAVING TOS TOP OF STEEL TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WIDTH WP WORK POINT A NTS LEGEND 013004 SO -006 ITEMS IN LEGEND MAY NOT OCCUR ON ALL PLANS 3 NTS 062504 SO -003 GENERAL NOTES 1.0 GENERAL --- 1.1 STEEL FRAMING IS NON -SELF SUPPORTING AND REQUIRES INTERACTION WITH OTHER ELEMENTS NOT CLASSIFIED AS STRUCTURAL STEEL TO PROVIDE THE REQUIRED STABILITY AND RESISTANCE TO LATERAL FORCES. 1.2 THE STEEL FRAMING AND ALL CONCRETE AND CMU WALLS SHALL BE TEMPORARILY BRACED UNTIL ALL STEEL BRACING, FLOOR AND ROOF DECKS, AND CONCRETE AND CMU WALLS HAVE BEEN INSTALLED AND ALL CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE. 1.3 THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK. 2.0 FOUNDATIONS AND SLABS- ON -GRADE______-_-_-__ __�____-_- 2.1 FOOTING DESIGNS ARE BASED ON A NET SOIL BEARING PRESSURE OF 4000 PSF. AND THOROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMATION GI THEREIN. 2.2 THE CONTRACTOR MUST READ THE SOILS REPORT BE GIVEN 2.3 THE BUILDING PAD WILL INCLUDE, BUT NOT BE LIMITED TO THAT WHICH IS PRESENTED IN THE "FOUNDATION SUBSURFACE PREPARATION" DESCRIPTION. THE "FOUNDATION SUBSURFACE PREPARATION" SHALL GOVERN OVER DISCREPANCIES OR OPTIONS NOTED IN THE SOILS REPORT. 2.4 EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 60" BELOW ADJACENT FINISHED GRADE. THICKENED SLAB EDGES FOR STOOPS, CANOPIES, ETC. SHALL BE 16 INCHES (UNO). 2.5 STANDARD PROCEDURES OF FROST PROTECTION FOR FOUNDATIONS AND EXCAVATIONS SHALL BE EMPLOYED FOR WINTER CONSTRUCTION. BACKFILLING OF EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOUNDATIONS FROM FROST. 2.6 SLABS -ON -GRADE ARE UNREINFORCED CONCRETE UNLESS NOTED OTHERWISE. 2.7 PROVIDE SAW CUT JOINTS AT 15'-0" OC MAXIMUM SPACING UNLESS NOTED OTHERWISE ON THE CONTRACT DRAWINGS. 2.8 PROVIDE (1) #4 BAR, 2'-0" LONG DIAGONALLY AT TOP AND BOTTOM OF SLAB AT REENTRANT CORNERS. 2.9 "CJ" INDICATES SAW CUT CONTRACTION JOINT IN SLAB -ON -GRADE, "CONST JT" INDICATES DOWELED CONSTRUCTION JOINT IN SLAB -ON -GRADE. REF. SPECIFICATION SECTION 03312. 2.10 TRUCK DOCK RAMP SHALL BE 6" CONCRETE REINFORCED WITH #4 BARS AT 16" OC, EW PLACED 2" FROM TOP OF SLAB. PROVIDE CONTRACTION JOINTS AT 15'-0" MAX. REF SPECIFICATIONS 03312 FOR SLUMP AND AIR CONTENT, REF FOUNDATION SUBSURFACE PREPARATION FOR TRUCK DOCK SLAB BASE. 2.11 HORIZ BARS IN FOOTINGS AND STEM WALLS SHALL BE CONTINUOUS. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS UNO. REF CORNER BAR DETAIL. 2.12 FOUNDATION WALLS SHALL HAVE TEMPORARY BRACING BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED. 2.13 FOUNDATION PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. PENETRATIONS SHALL BE THROUGH FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. REF FOOTING STEP DETAIL. 3.0 CONCRETE AND REINFORCING STEEL____________________ 3.1 MINIMUM COMPRESSIVE STRENGTH (F'c) AT THE END OF 28 DAYS SHALL BE AS FOLLOWS: A. STRUCTURAL CAST -IN-PLACE CONCRETE 3,000 PSI SPECIFICATION SECTION 03310 B. CAST -IN-PLACE CONCRETE SLABS 3,500 PSI SPECIFICATION SECTION 03312 C. COMPACTOR PAD 5,000 PSI SPECIFICATION SECTION 03312 FOR ALL OTHER CONCRETE PROPERTIES REFER TO SPECIFICATIONS. 3.2 DOCK WALLS EXPOSED TO FREEZE/THAW CYCLES SHALL BE 3500 PSI AIR ENTRAINED CONCRETE. 3.3 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A 615, DEFORMED BAR, GRADE 60 OR ASTM SPECIFICATION A 706, DEFORMED BAR, GRADE 60. 3.4 REFER TO ACI 318 FOR CONCRETE COVER, ACI 315 FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 FOR STANDARD PRACTICE FOR MIXING AND PLACING CONCRETE. 3.5 LEAN CONCRETE - MIN 2 1/2 SACKS PORTLAND CEMENT PER CUBIC YARD. 4.0 INDICATES PREPLACED SLAB 3 PSF INDICATES SKYLIGHT 2 PSF FOR LSEQUENCING DISTRIBUTION YIELD ASTM SPECIFICATION REF ARCH A08620 \ � CENTERS B. STRUCTURAL STEEL TUBING: 46 KSI A 500 GRADE B SFSECTIONOR RCHTFOR N o FOR SIZE D. BARS, PLATES, CHANNELS, ANGLES, AND ANCHOR BOLTS: 36 KSI A 36 Z AND EDC ATTACHMENT TO E. HEADED STUD ANCHORS: 50 KSI A 108 (GRADE DESIGNATIONS 1010 TO 1020 INCLUSIVE) n N 4.2 BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A 325-N HIGH-STRENGTH BOLTS, UNO. ALL BOLTED SLAB DETAIL 3-S2.1 e ROOF TOP UNIT (RTU) 4.3 INDICATES AN ADDITIONAL 10 4.4 THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED � O PSF LIVE LOAD ON FRAMING ON THE CONTRACT DOCUMENTS. 4.5 PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL COLUMN ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT IN BASE PLATE ELEVATION. REF NOTE 6-S3 4.6 PROVIDE 1 1/2 INCH NON -SHRINK GROUT UNDER BASE PLATE AFTER ERECTION EXCEPT USE 2 1/2 INCH NON -SHRINK GROUT WHEN COLUMN � Q ANCHOR BOLTS ARE 1 1/4 INCH DIAMETER. NON -SHRINK GROUT, WHERE INDICATED ON PLANS, SHALL BE NON-METALLIC WITH A MINIMUM ���1 SATELLITE DISH 4.7 PROVIDE L5x3x1/4 (LLV) FIELD -FABRICATED FRAME BETWEEN JOISTS AT OPENINGS IN ROOF GREATER THAN 10"00", UNO, (INCLUDING ROOF P# INDICATES SPECIAL WALL SECTION 4.8 PROVIDE 1/2"x6"x0'-10" BEARING PLATES WITH (2) 1/2" DIAxO'-5" HEADED STUD ANCHORS FOR STEEL BEAMS BEARING UPON MASONRY, REF SPECIAL WALL SECTION 5.0 STEEL JOISTS AND JOIST GIRDERS_____ SCHEDULE FOR SIZE AND REINF r-1 1 I EXHAUST HOOD SHALL BE REINFORCED PER JOIST REINFORCING DETAIL. HANGER LOADS GREATER THAN 150 POUNDS SHALL NOT BE ATTACHED TO THE EDGE OF CHORD ANGLES AND SHALL BE CENTERED ON JOIST CHORD. 5.2 INDICATES TOP OF BOND 5.3 SPECIAL JOISTS AND JOIST GIRDERS THAT REQUIRE SPECIFIC ORIENTATION SHALL BE TAGGED AT ONE END. DEFINE LOCATION OF TAGGED 000'-0" BEAM ELEVATION AT ROOF { EXHAUST FAN DIAGONAL BRIDGING SHALL BE PROVIDED BETWEEN ADJACENT JOISTS WHENEVER BOTTOM CHORD HORIZONTAL BRIDGING IS DISCONTINUOUS. BETWEEN CMU CONTROL STEEL DECK_____________________-____-_ 6.1 JOINTS REQUIRED TO ACT AS A DIAPHRAGM. REFER TO THE ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR ATTACHMENT PATTERN INDICATES MASONRY CONTROL OPTIONS. INDICATES CONCENTRATED PROVIDE 2 LAYERS OF ROOF DECK WHERE SINGLE SPAN CONDITION EXISTS. MAKE DIAPHRAGM CONNECTIONS AFTER PLACEMENT OF JOINT • LOAD ON TOP CHORD OF LIGHT GAGE STEEL FRAMING________- JOISTS FOR 18 GAGE AND LIGHTER FRAMING, CONNECTIONS SHALL BE MADE USING SELF -DRILLING, SELF -TAPPING SCREWS. 7.2 FOR 16 GAGE AND HEAVIER FRAMING, CONNECTIONS SHALL BE MADE BY BOLTING, BY SELF -DRILLING SELF -TAPPING SCREWS OR BY WELDING. REF NOTE 10-S3 ALL 18 GAGE AND LIGHTER FRAMING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. ALL 16 GAGE AND HEAVIER FRAMING SHALL HAVE SOFFIT AT 65 PLF A MINIMUM YIELD STRENGTH OF 50 KSI. REF ARCH FOR EXACT LOCATION * INDICATES CONCENTRATED LOAD REF NOTE 5-S3 ITEMS IN LEGEND MAY NOT OCCUR ON ALL PLANS 3 NTS 062504 SO -003 GENERAL NOTES 1.0 GENERAL --- 1.1 STEEL FRAMING IS NON -SELF SUPPORTING AND REQUIRES INTERACTION WITH OTHER ELEMENTS NOT CLASSIFIED AS STRUCTURAL STEEL TO PROVIDE THE REQUIRED STABILITY AND RESISTANCE TO LATERAL FORCES. 1.2 THE STEEL FRAMING AND ALL CONCRETE AND CMU WALLS SHALL BE TEMPORARILY BRACED UNTIL ALL STEEL BRACING, FLOOR AND ROOF DECKS, AND CONCRETE AND CMU WALLS HAVE BEEN INSTALLED AND ALL CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE. 1.3 THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK. 2.0 FOUNDATIONS AND SLABS- ON -GRADE______-_-_-__ __�____-_- 2.1 FOOTING DESIGNS ARE BASED ON A NET SOIL BEARING PRESSURE OF 4000 PSF. AND THOROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMATION GI THEREIN. 2.2 THE CONTRACTOR MUST READ THE SOILS REPORT BE GIVEN 2.3 THE BUILDING PAD WILL INCLUDE, BUT NOT BE LIMITED TO THAT WHICH IS PRESENTED IN THE "FOUNDATION SUBSURFACE PREPARATION" DESCRIPTION. THE "FOUNDATION SUBSURFACE PREPARATION" SHALL GOVERN OVER DISCREPANCIES OR OPTIONS NOTED IN THE SOILS REPORT. 2.4 EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 60" BELOW ADJACENT FINISHED GRADE. THICKENED SLAB EDGES FOR STOOPS, CANOPIES, ETC. SHALL BE 16 INCHES (UNO). 2.5 STANDARD PROCEDURES OF FROST PROTECTION FOR FOUNDATIONS AND EXCAVATIONS SHALL BE EMPLOYED FOR WINTER CONSTRUCTION. BACKFILLING OF EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOUNDATIONS FROM FROST. 2.6 SLABS -ON -GRADE ARE UNREINFORCED CONCRETE UNLESS NOTED OTHERWISE. 2.7 PROVIDE SAW CUT JOINTS AT 15'-0" OC MAXIMUM SPACING UNLESS NOTED OTHERWISE ON THE CONTRACT DRAWINGS. 2.8 PROVIDE (1) #4 BAR, 2'-0" LONG DIAGONALLY AT TOP AND BOTTOM OF SLAB AT REENTRANT CORNERS. 2.9 "CJ" INDICATES SAW CUT CONTRACTION JOINT IN SLAB -ON -GRADE, "CONST JT" INDICATES DOWELED CONSTRUCTION JOINT IN SLAB -ON -GRADE. REF. SPECIFICATION SECTION 03312. 2.10 TRUCK DOCK RAMP SHALL BE 6" CONCRETE REINFORCED WITH #4 BARS AT 16" OC, EW PLACED 2" FROM TOP OF SLAB. PROVIDE CONTRACTION JOINTS AT 15'-0" MAX. REF SPECIFICATIONS 03312 FOR SLUMP AND AIR CONTENT, REF FOUNDATION SUBSURFACE PREPARATION FOR TRUCK DOCK SLAB BASE. 2.11 HORIZ BARS IN FOOTINGS AND STEM WALLS SHALL BE CONTINUOUS. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS UNO. REF CORNER BAR DETAIL. 2.12 FOUNDATION WALLS SHALL HAVE TEMPORARY BRACING BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED. 2.13 FOUNDATION PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. PENETRATIONS SHALL BE THROUGH FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. REF FOOTING STEP DETAIL. 3.0 CONCRETE AND REINFORCING STEEL____________________ 3.1 MINIMUM COMPRESSIVE STRENGTH (F'c) AT THE END OF 28 DAYS SHALL BE AS FOLLOWS: A. STRUCTURAL CAST -IN-PLACE CONCRETE 3,000 PSI SPECIFICATION SECTION 03310 B. CAST -IN-PLACE CONCRETE SLABS 3,500 PSI SPECIFICATION SECTION 03312 C. COMPACTOR PAD 5,000 PSI SPECIFICATION SECTION 03312 FOR ALL OTHER CONCRETE PROPERTIES REFER TO SPECIFICATIONS. 3.2 DOCK WALLS EXPOSED TO FREEZE/THAW CYCLES SHALL BE 3500 PSI AIR ENTRAINED CONCRETE. 3.3 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A 615, DEFORMED BAR, GRADE 60 OR ASTM SPECIFICATION A 706, DEFORMED BAR, GRADE 60. 3.4 REFER TO ACI 318 FOR CONCRETE COVER, ACI 315 FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 FOR STANDARD PRACTICE FOR MIXING AND PLACING CONCRETE. 3.5 LEAN CONCRETE - MIN 2 1/2 SACKS PORTLAND CEMENT PER CUBIC YARD. 4.0 STRUCTURAL STEEL_- --- 3 PSF 4.1 STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS: 2 PSF 6 PSF YIELD ASTM SPECIFICATION DOCUMENT DATE: 081104 A. WIDE FLANGE STEEL SHAPES: 50 KSI A 992 A mg% B. STRUCTURAL STEEL TUBING: 46 KSI A 500 GRADE B CE C. STRUCTURAL STEEL PIPE: 35 KSI A 53 TYPE E, GRADE B N o N ( o D. BARS, PLATES, CHANNELS, ANGLES, AND ANCHOR BOLTS: 36 KSI A 36 Z �5� E. HEADED STUD ANCHORS: 50 KSI A 108 (GRADE DESIGNATIONS 1010 TO 1020 INCLUSIVE) n N 4.2 BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A 325-N HIGH-STRENGTH BOLTS, UNO. ALL BOLTED N e CONNECTIONS ARE BEARING TYPE. ALL BOLTS SHALL BE TIGHTENED SNUG TIGHT, UNO. O V P z a � e 4.3 WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE. ELECTRODES SHALL BE 70 KSI LOW HYDROGEN. 4.4 THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED � O cv o ON THE CONTRACT DOCUMENTS. 4.5 PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL COLUMN ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT IN BASE PLATE ELEVATION. 4.6 PROVIDE 1 1/2 INCH NON -SHRINK GROUT UNDER BASE PLATE AFTER ERECTION EXCEPT USE 2 1/2 INCH NON -SHRINK GROUT WHEN COLUMN � Q ANCHOR BOLTS ARE 1 1/4 INCH DIAMETER. NON -SHRINK GROUT, WHERE INDICATED ON PLANS, SHALL BE NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. 4.7 PROVIDE L5x3x1/4 (LLV) FIELD -FABRICATED FRAME BETWEEN JOISTS AT OPENINGS IN ROOF GREATER THAN 10"00", UNO, (INCLUDING ROOF DRAIN OPENINGS). 4.8 PROVIDE 1/2"x6"x0'-10" BEARING PLATES WITH (2) 1/2" DIAxO'-5" HEADED STUD ANCHORS FOR STEEL BEAMS BEARING UPON MASONRY, UNO. FILL CELLS BELOW WITH GROUT AND PROVIDE (2) #6 VERTICAL REINFORCING BARS WITH DOWELS FROM FOUNDATION, UNO. 5.0 STEEL JOISTS AND JOIST GIRDERS_____ 5.1 HANGERS SUPPORTING MECHANICAL EQUIPMENT FROM JOIST CHORDS SHALL BE LOCATED WITHIN 3 INCHES OF JOIST PANEL POINTS OR JOIST SHALL BE REINFORCED PER JOIST REINFORCING DETAIL. HANGER LOADS GREATER THAN 150 POUNDS SHALL NOT BE ATTACHED TO THE EDGE OF CHORD ANGLES AND SHALL BE CENTERED ON JOIST CHORD. 5.2 JOISTS AND JOIST GIRDERS SHALL RESIST THE NET UPLIFT PRESSURE ON ROOF SHOWN IN THE DESIGN LOADS. 5.3 SPECIAL JOISTS AND JOIST GIRDERS THAT REQUIRE SPECIFIC ORIENTATION SHALL BE TAGGED AT ONE END. DEFINE LOCATION OF TAGGED END ON ERECTION DRAWINGS. 5.4 DIAGONAL BRIDGING SHALL BE PROVIDED BETWEEN ADJACENT JOISTS WHENEVER BOTTOM CHORD HORIZONTAL BRIDGING IS DISCONTINUOUS. 6.0 STEEL DECK_____________________-____-_ 6.1 ROOF DECK SHALL BE PAINTED TYPE "B" (WIDE RIB) THREE SPAN MIN AS SHOWN ON ROOF FRAMING PLAN. THE STEEL ROOF DECK IS REQUIRED TO ACT AS A DIAPHRAGM. REFER TO THE ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR ATTACHMENT PATTERN OPTIONS. 6.2 PROVIDE 2 LAYERS OF ROOF DECK WHERE SINGLE SPAN CONDITION EXISTS. MAKE DIAPHRAGM CONNECTIONS AFTER PLACEMENT OF BOTH LAYERS OF ROOF DECK. 7.0 LIGHT GAGE STEEL FRAMING________- 7.1 FOR 18 GAGE AND LIGHTER FRAMING, CONNECTIONS SHALL BE MADE USING SELF -DRILLING, SELF -TAPPING SCREWS. 7.2 FOR 16 GAGE AND HEAVIER FRAMING, CONNECTIONS SHALL BE MADE BY BOLTING, BY SELF -DRILLING SELF -TAPPING SCREWS OR BY WELDING. 7.3 ALL 18 GAGE AND LIGHTER FRAMING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. ALL 16 GAGE AND HEAVIER FRAMING SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. 8.0 MASONRY___ 8.1 CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATION C 90, TYPE II, THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (F'm) SHALL BE 1500 PSI. 8.2 MORTAR SHALL MEET THE PROPERTY SPECIFICATIONS OF ASTM C 270 TYPE "S" MORTAR. MASONRY CEMENT SHALL NOT BE USED FOR MORTAR. 8.3 GROUT SHALL MEET ASTM SPECIFICATION C 476 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. 8.4 GROUT SHALL BE MECHANICALLY CONSOLIDATED USING A VIBRATOR WITH A MAXIMUM 3/4" DIAMETER HEAD. 8.5 HORIZONTAL JOINT REINFORCEMENT SHALL BE LADDER TYPE, (REF SPEC SECTION 04220). JOINT REINFORCEMENT SHALL BE SPACED AT 8" OC BELOW FINISHED FLOOR AND IN PARAPETS, AND 16" OC ABOVE FINISH FLOOR. 8.6 CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 8.7 CONCRETE MASONRY BELOW FINISHED FLOOR SHALL BE NORMAL WEIGHT UNITS AND SHALL HAVE ALL CELLS FULLY GROUTED. CONCRETE MASONRY ABOVE FINISHED FLOOR SHALL BE LIGHT WEIGHT OR NORMAL WEIGHT AND SHALL BE GROUTED ONLY AT REINFORCED CELLS AND BOND BEAMS, UNO. 8.8 INSTALL TEMPORARY BRACING AT ALL CMU WALLS. DO NOT REMOVE TEMPORARY BRACING UNTIL WALL IS PERMANENTLY BRACED BY CONNECTION TO THE ROOF STRUCTURE, 8.9 REFER TO CMU WALL REINFORCING DIAGRAM AND CMU WALL VERTICAL REINFORCING SCHEDULE FOR PRIMARY WALL REINFORCEMENT. 8.10 REFER TO CMU WALL REINFORCING DIAGRAM, TYPICAL MASONRY WALL OPENING DIAGRAM AND SCHEDULE, AND SPECIAL WALL SECTION SCHEDULE AND DETAILS FOR ADDITIONAL REINFORCING AT OPENINGS, CONTROL JOINTS, CORNERS AND ENDS OF WALL PANELS. 8.11 REFER TO CMU WALL EMBED SCHEDULE, FOUNDATION DETAILS, AND FRAMING DETAILS FOR ADDITIONAL BOND BEAM LOCATIONS AND EMBEDDED ITEMS. 8.12 PROVIDE HORIZONTAL REINFORCEMENT AS INDICATED IN THE CMU WALL REINFORCING DIAGRAM. USE OPEN KNOCK OUT BOND BEAM BLOCK. DO NOT USE TROUGH TYPE BLOCKS FOR BOND BEAMS. DO NOT CONTINUE BOND BEAM REINFORCING THROUGH CONTROL JOINTS, UNO. 8.13 MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION. REF SPECIFICATION SECTION 04220 FOR REQUIREMENTS. 8.14 INSTALL EMBEDDED STEEL ITEMS FOR OVERHEAD DOORS IN GROUTED CELLS. COORDINATE LOCATIONS OF EMBEDDED ITEMS WITH OVERHEAD DOOR MANUFACTURER. 9.0 SUBGRADE______ 9.1 THE TESTING AGENCY SHALL VERIFY THE SUBGRADE IS COMPACTED TO THE OPTIMUM MAXIMUM DRY DENSITY AS SPECIFIED IN THE PAD PREPARATION. A QUALIFIED REPRESENTATIVE OF THE TESTING AGENCY SHALL WITNESS PROOF ROLLING OF THE SUBGRADE TO IDENTIFY UNACCEPTABLE AREAS OF THE BUILDING PAD. THE CONTRACTOR SHALL RECOMPACT OR REMOVE AND REPLACE SOFT AREAS AS DETERMINED TO BE UNACCEPTABLE BY THE TESTING AGENCY. THE TESTING AGENCY SHALL PROVIDE A REPORT TO THE OWNER. 9.2 THE TESTING AGENCY SHALL VERIFY THE AGGREGATE BASE IS COMPACTED TO THE OPTIMUM MAXIMUM DRY DENSITY AS SPECIFIED IN THE PAD PREPARATION JUST PRIOR TO PLACING THE SLAB. A QUALIFIED REPRESENTATIVE OF THE TESTING AGENCY SHALL WITNESS PROOF ROLLING OF THE SUBBASE TO IDENTIFY UNACCEPTABLE AREAS OF THE BUILDING PAD. THE CONTRACTOR SHALL REPAIR SOFT AREAS AS DIRECTED BY THE TESTING AGENCY. RUTTING DUE TO PROOF ROLLING DEEPER THAN 1/2 INCH IN THE SUBBASE SHALL BE UNACCEPTABLE. THE TESTING AGENCY SHALL PROVIDE A REPORT TO THE OWNER AND THE ENGINEER STATING THE SUBGRADE AND SUBBASE IS ACCEPTABLE. 9.3 NOTIFY IMMEDIATELY THE OWNER'S REPRESENTATIVE AND ENGINEER IF UNUSUAL SOIL CONDITIONS ARE FOUND. 9.4 PROTECT EXISTING STRUCTURES, UTILITIES, PROPERTY, ETC. RESTORE ALL ITEMS DAMAGED, AS REQUIRED BY OWNER'S REPRESENTATIVE, AT NO COST TO OWNER OR WITHOUT EXTENSION OF CONTRACT TIME. 9.5 DO NOT ALLOW STORED EXCAVATION MATERIAL TO DISRUPT PROPER DRAINAGE OF AREA. 9.6 DISPOSEOFEXCAVATED MATERIAL AS REQUIRED BY OWNER'S REPRESENTATIVE. FOUNDATION SUBSURFACE PREPARATION UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 10 FEET BEYOND THE BUILDING AREAS AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SP1), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE SUBBASE DOES NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION AT 10 INCHES BELOW FINISHED FLOOR ELEVATION TO ALLOW FOR A 4 -INCH SLAB, OR AT 11.5 INCHES BELOW THE FINISHED CONCRETE ELEVATION WHEN USING A 5.5 INCH SLAB TO ALLOW FOR THE SLAB THICKNESS OVER 2 INCHES OF FINE SUBBASE OVER 4 INCHES OF COARSE SUBBASE. THE FINE SUBBASE SHALL BE A BYPRODUCT OF CRUSHING AND SHALL MEET THE GRADATION OF ASTM 448 NO. 10 WITH BETWEEN 6 AND 12 PERCENT PASSING THE 200 SIEVE. THE COARSE SUBBASE SHALL BE CRUSHED STONE MEETING THE REQUIREMENTS OF MN/DOT SPECIFICATION 3138 CLASS 5. NO MATERIALS CONTAINING RECYCLED BITUMINOUS SHALL BE PLACED BENEATH FLOOR SLAB. AFTER PLACEMENT OF THE COARSE SUBBASE AND JUST PRIOR TO PLACEMENT OF THE SLAB, PROOF ROLL THE BUILDING PAD. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. REMOVE EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW -GRADE STRUCTURES FROM THE BUILDING AREAS. REMOVE SURFACE VEGETATION, TOPSOIL, ROOT SYSTEMS AND ORGANIC MATERIALS FROM THE BUILDING AREAS. PRIOR TO PLACING FILL OR STRUCTURAL COMPONENTS, SURFACE COMPACT THE SUBGRADE USING A LARGE, SMOOTH DRUM COMPACTOR. SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUIREMENTS: SUBGRADE MATERIALS SHALL CONSIST OF ON-SITE NATURAL SANDS OR IMPORTED SANDS CONTAINING LESS THAN 12 PERCENT FINES BY WEIGHT PASSING THE NUMBER 200 SIEVE (MN/DOT SPECIFICATION 3149.213.2 SELECT GRANULAR BORROW). SUBGRADE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AT A MOISTURE CONTENT WITHIN 3 PERCENT BELOW TO 3 PERCENT ABOVE THEIR OPTIMUM MOISTURE CONTENTS. THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTECOMPLETE I A C M LETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. ADDITIONAL RECOMMENDATIONS MAY ALSO BE FOUND IN THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC CORPORATION, DATED MAY 28, 2004 (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). 5 )-- NTS 092801 DESIGN LOADS 1. CODE 2. GRAVITY LOADS A. DEAD LOADS -ROOF -ROOFING INSULATION AND METAL DECK -JOIST -MECH, ELEC, PLUMBING, SPRINKLERS AND MERCHANDISE TOTALS B. LIVE LOADS 1, ROOF 2. STAIRS 3. AUTOMOTIVE C. SNOW LOAD 1. GROUND SNOW LOAD 2. IMPORTANCE FACTOR (1) 3. SNOW EXPOSURE FACTOR (Ce) 4. FLAT ROOF SNOW LOAD (Pf) 3. LATERAL LOADS A. WIND LOADS 1. WIND SPEED 2. IMPORTANCE FACTOR (1) 3. EXPOSURE CATEGORY 4. INTERNAL PRESSURE COEFFICIENT (GCpi) 5. WIDTH OF EDGE ZONE (2h) B. DESIGN WIND PRESSURE (DOES NOT INCLUDE LOAD COMB. FACTOR) 1. WALLS (100 SF) INTERIOR ZONE CORNER ZONE 2. ROOF UPLIFT (NET) JOIST GIRDERS EDGE ZONE JOIST GIRDERS INTERIOR ZONE JOIST CORNER ZONE JOIST EDGE ZONE JOIST INTERIOR ZONE C. SEISMIC LOADS 1. 5% DAMPED SPECTRAL RESPONSE COEFF (SDS) 2. 1 -SEC PERIOD SPECTRAL RESP. COEFF. (SD1) 3. SEISMIC USE GROUP (CATEGORY) 4. SEISMIC DESIGN CATEGORY 5. SITE CLASS 6. BASIC STRUCTURAL SYSTEM AND SEISMIC RESISTING SYSTEM SO -005 IBC 2000 MAX MIN 3 PSF 3 PSF 3 PSF 2 PSF 6 PSF 1 PSF 12 PSF 6 PSF 20 PSF MIN OR SNOW LOAD 100 PSF 100 PSF OR 9500 LB CONCENTRATED LOAD 50 PSF 1.1 1.0 38.5 PSF 90 MPH 1.15 C -0.18, +0.18 44 FT 19.8 PSF 22.7 PSF 11.6 PSF 5.0 PSF 17.9 PSF 17.9 PSF 14.1 PSF 0.069 .040 11 A D BLDG FRAME SYS W/ ORDINARY MAS SHEARWALLS W N oa oow U LL Rm_1Zzww IZ, zNz �' da�ZLLy NQ?�EloO� p �-cragOR]Upa <Z za . J ga NzzF gni chij d F~�s=ir UP)� i�zaaaoza�narczaR ISSUE BLOCK CHECKED BY: JNF DRAWN BY: mmm R FILE NAME: 5 ?� PROTO CYCLE: o�e 6 DOCUMENT DATE: 081104 A mg% CE N o N ( o v " Z �5� n N All N e z O V P z a � e 0 m f�o ISSUE BLOCK CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 CE " N ( o E� 0 f�o � O cv o ^'y r,CD © � Q c� z ISSUE BLOCK CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 w Ct GENERAL STRUCTURAL INFORMATION 2 GENERAL NOTES D 3004 SO -002 Di NTS SPRINKLER PIPE LOADING PLAN SO-001SHEET: SO c� z w N � N I o O E� Lo Lno rnw I N O 0 O N � d oU-) 00 % z 3 13 12 11 10 2'-4" 1 257'-8" I 1'-2" 48'-4" 44'-2" 46'-2" CMU CJ -4" 28'-4" 3�'-0" 38'-0'1 36'-0" REF ARCH FOR DETAILS I 1 3'-0" 86'-8' 3'-4 23'-4 3'- " 2'-0" Lf I I I I ,-2„ 1 I I I S8 CMU C11 REF ARCH FDF DETAILS to 1 I I to o w I I REF ELEC FORII 1 0 IG o o I 1 1 I GROUNDING0 ELECTRODE I D �` I I I FOOTING U v 1 I I REF NO #6 0 0 a I II I TYP N I C. N U- 1 III I N O� O I w I C3 -I IC3 I C1F_ F1L _L C11- -1 F1L J 9 8 7 6.5 6 5.3 5 4.7 �I I II I I I 145'-4" 50'-3" - F3 25'-0" J 31'-0" F - - (n - 1 ----- I --- ---- C3LJ LJ 40'-0" I I -8" 32'-8" I I 1 I 15'-10" 20'-10" 35'-4" 35' -0" I 4'- I I I I F3 REF NOTE 55'-4" a -O" 17'-L4" -j"[-6'-1C I I 1 I 1 I REF NOTE #9 II p -} 1 C7 I C6 C2 I '-2" I I I L OF EJ I LI I B.6 I -4 3'" L- I I 1- -1 C1� C11- -I C1F_ __1 H F,3 FIS r-_-! _ - - - -4- 1 1 - - L° -f F11 I F1L _J F1L J 1 1 coJ I I I I :F NOTE # 8 0 I C WF I " CONC 4TENSION I I I o I 00 d o I o I I I I I 1 N I ' Lo C4 Lo U I I I I C7i I I I F4r1 F4r1 r1F4 I F 7 CII C17 -I CIF -1 G r1 F6 - - - i I I L J F1' F1L J F1L_ J WF1 ' IH 1 i ----------- I I I I WF1 \ Lo -t N N ---�- I I I I I I I I ' NOTE --/i n ---------- OF- F I ' I WF1 5'-4" I r I N I I - - I C11--1 c1F I#12, {- -- - I iii - - - - --------- C7 -LJ 73F3 F1L7-I F1L_J - I L I I 95'- " 2- 4.3 Addb� F EL F3 08 M ( I I�I - I IdA F3 REF NOTE ' 1- 4.3 TOF L ----- 00 10-S2 I I OH #7 CN I REF NOTE #15 I't1-S2 C5 E.6 FULL HEIGHT 9-52 B1 *Zcl) IJFs - �ID AT GRID 7 I 98'-8" 98'-8" ----------- I TOF EL- I I TOF EL� TOF EL P� TOF EL�� I I C7 I I CI r-1 ------ --------- -------� -- - REF NOTE #13 I 00 I I CI L :_f F1 C J F1 (� F1 o L I I r' - _____rlL�r1IF441 I E L OM TOF EL - ; - I 1 I F5 i CIF 7 F1L_ CIF -1 F1L_ J - - (n I I I 91'-4" 1 98,-8" CL OF o _ _ ---- _ - -- - f - - M I -L I TOF EL 4'-0"TYP TOF EL TRENCH - -- ---- _ -- 1 --------- IC3 C1 I C1F C1 I ICI °J °J RC1 _��---- _ ---- C3 -- - J F1 LJ �L 6F --- F1LJ Ft F1 1-S2 I 15-S2----------------------------------- TRENCH N 0 OH_ 95'-4" I o 6'-8 ------------------J ------------------------ -� 1 � TOF EL 1 I r--- ---------------------------------- 0 I D.5 a0r________________ O -00 __________________� I " I I ___________________________________ o 1 I I 1 I I r__________________� I I - --I--- I -T-- OO 1 3 --------------------------------- or_________________r__________________________________3_ r-- N to CIFC11- I -.14-0 __ ______ ________� r_-_- _-_ ____ _________________ __� D - --- _ _ _ i� C1 L _ ( _ _ 4 -105 I C1AF-1 C1AF-1 I- - I I F1 a ( J F5 I F1L_°J F1L °� J M 1 N/ I I F I N s oo I 49'-1" ____1_ I 95,-4„ TOF EL rnnr nr 28'-11" N I (TOF C.5 r. cV -to- - - - 105 I J F5 �__ ____________ _ I N I II II I 1 co JL C1F_ F1L _L C11- -1 F1L J C1F F1L J CIF F1L_ _L 97EL'-6" C1F -TOF 1 C1� � C1 7 F1LJ F1a F11 18-S2.1 CIF 7 C11- -1 F1L_°J F1L _j C1 AF 7 C1 AF 7 F1L _j F1L :J C11-7 F1L J CIF 7 F1L _f 98'-8" TOF EL AT INTERIOR COLUMNS, LINO C1F C1 --I F1L_ J F1L J C1 AF -I F1L _j C1 AF -1 F1L J I (I iC5 I C1AF-1 C1AF-I C1AF CIA I-° °�C1A C1A�7 C1AFoff C -� F1L J F1L_ F1L J L _ _ J F2 F1L J F1L _I 9 8 7 6.5 6 5.3 5 4.7 �I PROTO CYCLE: II C51r - - 145'-4" 50'-3" 30'-8" lei 40'-5" 25'-0" 25'-0" 31'-0" F 19'-0" 12'-0" (n 5'-0" ar�� 40'-0" I 40'-0" I I -8" 32'-8" I I 1 I 15'-10" 20'-10" 35'-4" 35' -0" I 4'- I 59'-8" I 2T-4" -4" 55'-4" -O" 17'-L4" -j"[-6'-1C fit{ REF NOTE TYP 1 I II p -} 1 C7 I C6 C2 I '-2" I C6 C2 L OF EJ I LI I B.6 I -4 3'" L- _0 Le 1F7 F6F- F,3 FIS r-_-! F3r1 F6r1 - F3r1 - - - - 1 95-4" 0 I 1 1 coJ FII i :F NOTE # 8 0 I TOF EL 1 WF I " CONC 4TENSION -----NTOF I I EL I ' 4-52.1 I I I N I ' I N ( C4 C2 I TOF EOL I I I I EX C6 I C7i I I I F4r1 F4r1 r1F4 F3r1 Irl o O 00 ' r1 F6 F%Ir I I - - - WF1 I IH 1 i ----------- L` C2 I ---------� WF1 \ 0 o -t N N ---�- r - -- ' NOTE --/i n ---------- I F I ' I WF1 5'-4" -- No - -'�- I#12, {- -- - I iii - - - - --------- C7 -LJ 73F3 C3LJ -- - I L I I 95'- " 2- 4.3 Addb� F EL F3 --- M ( I I�I - I IdA F3 REF NOTE ' 1- 4.3 TOF L ----- JOUT 10-S2 I I OH #7 CMU WALL dijbill, I I REF NOTE #15 S FULL HEIGHT 9-52 B1 *Zcl) - �ID AT GRID 7 I 98'-8" 98'-8" ----------- I TOF EL- I I TOF EL� TOF EL P� TOF EL�� I I C7 I I CI r-1 ------ --------- -------� -- - REF NOTE #13 I CI I L_j F1 I I CI L :_f F1 C J F1 (� F1 o 91'-4" r' - _____rlL�r1IF441 N I L OM TOF EL S6 I C) - (n I I I 91'-4" 1 98,-8" CL OF ---- Irr---- 111 _ _ ---- _ - -- - f - - M I I TOF EL 4'-0"TYP TOF EL TRENCH - -- ---- _ -- 1 --------- IC3 C1 I C1F C1 I ICI °J °J RC1 _��---- _ ---- C3 -- - J F1 LJ �L 6F --- F1LJ Ft F1 -f F1 15-S2----------------------------------- TRENCH r------------------------------- -- 0 OH_ 95'-4" 25'-15" 1 o 6'-8 ------------------J ------------------------ -� 1 � TOF EL 1 I r--- ---------------------------------- 0 I a0r________________ O __________________� " I ___________________________________ 0 1 I A.2 co r__________________� I I - --I--- -T-- OO 1 --,-- --------------------------------- or_________________r__________________________________3_ r-- 0 CIFC11- I -.14-0 __ ______ ________� r_-_- _-_ ____ _________________ __� I m - --- F1L J F1L _J _ i� C1 L _______ ________ ____ c1 LI_J ____-__-___________ C1 I- - iv I F1 a F1 a F7 J 1 N/ I N 10 I 10'-2" 10'-1"1 49'-1" 111" rnnr nr 28'-11" 59'-2" C1F F1L J CIF F1L_ _L 97EL'-6" C1F -TOF 1 C1� � C1 7 F1LJ F1a F11 18-S2.1 CIF 7 C11- -1 F1L_°J F1L _j C1 AF 7 C1 AF 7 F1L _j F1L :J C11-7 F1L J CIF 7 F1L _f 98'-8" TOF EL AT INTERIOR COLUMNS, LINO C1F C1 --I F1L_ J F1L J C1 AF -I F1L _j C1 AF -1 F1L J I (I iC5 I C1AF-1 C1AF-I C1AF CIA I-° °�C1A C1A�7 C1AFoff C -� F1L J F1L_ F1L J L _ _ J F2 F1L J F1L _I UNLESS NOTED OTHERWISE I I I I I I I I I 1 I I I 13 12.5 12 11.5 11 10.5 10 9.7 9 8.8 8.6 8 7.8 26'-8" 24'-0" TRENCH C1F -1 F1L_ J C1F_ -I F1L_f C1AF- 7 F1L C1Af-7 F1L_ J Cif- F1L_ J C1F -1 FlL J C1F_ -1 F1L C1AL- --I F1L J C1AF--1 F1L J 4 3 2 1 SHEET NOTES 1. BEFORE STARTING I 150'-0" I 1 WORK, COORDINATE LOCATION OF ALL STEEL 50'-0" 50'-0" 50'-0" V-2" BEAMS WHICH BEAR ON MASONRY. GROUT AND I REINFORCE WALL PER -8" 2'-0" 37'-4" 37'-4" 37'- 36'-0" 36'-0" CMU CJJ DETAILS AND GENERAL I I REF ARCH FOR DETAILS ¢ NOTES. 4„ -8„ ,-8" 134'-8" o 2. VERIFY ALL WALL -� OPENING DIMENSIONS AND -2 I o LOCATIONS WITH ARCHITECTURAL C) DRAWINGS. 4 CO C CK EX NSI N aNl1 REF#8pTE o a 3. DEVIATIONS FROM w j� CONST JT/CJ PATTERN - - - - - - - - - w - - - - - - tO oc SHOWN ON SHEET S1.1 C7 _ K MUST BE APPROVED BY THE WAL-MART CONSTRUCTION III 91'-4" I I 2 MANAGER. L--- TOF EL 9 S2 GROUT CMU WALL I 00 4. REFER TO MECHANICAL SOLID FULL HEIGHT N� N DRAWINGS FOR DRAIN 11 S2 AT GRID 4 0 LOCATIONS AND SLAB i I I d DEPRESSIONS AT DRAINS. 00 5. NOT USED. - - F NE) #� 9r - - -- -- ------ ---- - - - - - J.5 I r l 1 TOF EL I I 0 0 6. REF ARCH DRAWINGS I i( (o w 00 ro FOR SIZE AND L__ I ( I LOCATION OF ALL -- --- ---- r ------ -------------- ---- -- 2�S2 of N N _N EXTERIOR PADS AND i11 In I C7A I DOOR STOOPS. --- -- --- 04 C31 - - - - - WF2 = III WF1 r--� F8 .Avddbh.. F3 00 FOR OPENING LOCATION 15-S2I ABOVE FF. REF 2-S4 REF NOTE #15 I 5-S2.1 FOR LINTEL AND JAMB TYP V94' -O" 1 ( �_ I REINFORCING AT THE TOF EL I 94'-0" a, WALL. TOF EL N I n i 0) 8. REF CIVIL FOR FINAL LOCATION OF LIGHT POLE, 97'-6" I INSULATED 7 0 IF REQUIRED. In FREEZER N TOF EL SLAB N9. SHADING INDICATES co I- -I C1 ��Ci--- „r1 ____-------- ° C1 i C5A _ _ _ I _ _ PREPLACED SLAB FOR L°J F1 ° i��1 �� F5 I I N H ELECTRICAL DISTRIBUTION 18-S2.1 1 1 18-52.1 -S2 CENTER. REFER ARCH nu 4-S2.11 16 DRAWINGS FOR [97'-6" SEQUENCING AND 3-S2.1 nu REFRIGERATION PIT , I 1 AND TUNNEL, TYP 1 I REF NOTE FOR EDC TO SLAB TOF EL i I I # ATTACHMENT. iiii I I 00 -104 10. REFER TO iiii N I I I ARCHITECTURAL iiii ( I I I NcoDRAWINGS FOR iiii - NJ I I GROCERY INSULATED III] - FREEZER SLAB, Jill 1 I 7-S21 00 REFRIGERATION PIT, AND I BOLLARD SLEEVE SIZES AND LOCATIONS. C1� � c1� __1C1� -1 Cyr _ _ = _ _ _ _ F1L J F1L _j F1L J 1 F5 L2 I I N DG 11. SOPED SLAB RE ARCHL DRAWINGS FORF I I I EXACT SIZE AND LOCATION. TOF EL I I I I 12. WIDEN FOOTINGS" AT MASONRY PILASTER AND 1 I I I EN REINFORCE WITH AN I I I ADDITIONAL #5 CONT. �I REF -S2 FOR PILASTER DETAIL. REF NOTE I I I N #7, TYP I I 13. DOWEL STOOP AT I I ( DOOR OPENING PER 7-S2.1. C17 7 C1F_ -1 C1F_ __1 IC5r - _ _I_ I F 14. NOT USED F1L j F1L_°J F1L J ;F5L 15. PROVIDE PEDESTAL I I I INSULATED PER SECT 4-S2. I I I M FREEZER o SLAB I 0 1C5L -- 1 I -� - - - + E.4 M IF5 C11- 7 C1F C1F� �IC5r F1L J F1L°_j F1L_°J 17-S2.1L 1 F5 _j] - - I I 'Int -- L M I -----� in REFRIGERATION PIT N AND TUNNEL, TYP 95 C5r I TOF EL I �I F5LJ ------N rN - -I--- D.5 to I r in N C1�L J CIFL� CIFLJ `��y F5L---- �j ao N M n YV1 II N 11 = C.5 II HN II C5r to F5L ----- o -- 0- 1 00 REF NOTE II S6.3 #10, TYPI I I C,2 X 11 REF NOTE l N C1AI-- 1AF7 C1AF7 #11 �r p-+---- - F1L J FlL J F1L J IL - - - -I _ - - - C �5 1 1 I o 1 I N JNF r,N DKS 04 � �I PROTO CYCLE: II C51r - - z - - - - - B.6 F F5) (n �N ar�� z 0 I ° s O I I I I tov N fit{ REF NOTE TYP 1 I II p -} 1 C7 I C6 C2 C6 C2 C6 C2 CD 0 LI #10, B.6 L- _0 Le 1F7 F6F- F,3 FIS r-_-! F3r1 F6r1 - F3r1 - - - - 1 95-4" 0 I 1 1 coJ FII i i TOF EL 1 WF I ' 4-52.1 I I N 00 I I N ( C4 C2 I TOF EOL I I I I I C6 I C7i F4r1 F4r1 r1F4 F3r1 Irl o O 00 ' r1 F6 F%Ir I I - - - WF1 - r 1 i ----------- L` C2 I ---------� WF1 \ 0 o -t N N 1 I r I I ' NOTE --/i n I F I ' I N 5'-4" I No I � I#12, {- 1 I iii �i i''n 95' 4" o S2 `O '. 0° I L I I 95'- " 2- 4.3 F EL I --- M ( I I�I - I I IC4 -- ' 1- 4.3 TOF L ----- B1 *Zcl) - ----------- r-1 ------ --------- -------� -- - __ o r' - _____rlL�r1IF441 L OM S6 I C) I I I I 1 1 I I I I I a L OF EJ I 1 -2"it 1 I I N 0 I 25'-15" 1 32'-10 6'-8 4'-0" o � � � 1 I 1 I A.2 I - --I--- -T-- --,-- - --- r-- r - - - --- o co J r. cV w- �__ ____________ _ - - - I I Q S7 I I I I I I I I 1 I I V-2' I I I I I I '2'_D" CMU CJ 38'-8" 21' 4" 21' 4" 2'-8" 22'-8" 18'-0" 69'- -0"26'-0" REF ARCH FOR DETAILS 6'-0" 6'-0" 6'- -0" 83'-4" 8'-8" I 46'j8" 17'-4" 25'-8" 20'-4'� ,_0" 54' 1 -2 24-2 24-2 " 22'-1" 22'-1" 17'-4"I 4- 119 -8I '1" 16-3 10-, 30' -4 - ALL DIMENSIONS ARE TO FACE OF CMU 138'-8" 93'-4' UNLESS NOTED OTHERWISE I I I I I I I I I 1 I I I 13 12.5 12 11.5 11 10.5 10 9.7 9 8.8 8.6 8 7.8 26'-8" 24'-0" TRENCH C1F -1 F1L_ J C1F_ -I F1L_f C1AF- 7 F1L C1Af-7 F1L_ J Cif- F1L_ J C1F -1 FlL J C1F_ -1 F1L C1AL- --I F1L J C1AF--1 F1L J 4 3 2 1 SHEET NOTES 1. BEFORE STARTING I 150'-0" I 1 WORK, COORDINATE LOCATION OF ALL STEEL 50'-0" 50'-0" 50'-0" V-2" BEAMS WHICH BEAR ON MASONRY. GROUT AND I REINFORCE WALL PER -8" 2'-0" 37'-4" 37'-4" 37'- 36'-0" 36'-0" CMU CJJ DETAILS AND GENERAL I I REF ARCH FOR DETAILS ¢ NOTES. 4„ -8„ ,-8" 134'-8" o 2. VERIFY ALL WALL -� OPENING DIMENSIONS AND -2 I o LOCATIONS WITH ARCHITECTURAL C) DRAWINGS. 4 CO C CK EX NSI N aNl1 REF#8pTE o a 3. DEVIATIONS FROM w j� CONST JT/CJ PATTERN - - - - - - - - - w - - - - - - tO oc SHOWN ON SHEET S1.1 C7 _ K MUST BE APPROVED BY THE WAL-MART CONSTRUCTION III 91'-4" I I 2 MANAGER. L--- TOF EL 9 S2 GROUT CMU WALL I 00 4. REFER TO MECHANICAL SOLID FULL HEIGHT N� N DRAWINGS FOR DRAIN 11 S2 AT GRID 4 0 LOCATIONS AND SLAB i I I d DEPRESSIONS AT DRAINS. 00 5. NOT USED. - - F NE) #� 9r - - -- -- ------ ---- - - - - - J.5 I r l 1 TOF EL I I 0 0 6. REF ARCH DRAWINGS I i( (o w 00 ro FOR SIZE AND L__ I ( I LOCATION OF ALL -- --- ---- r ------ -------------- ---- -- 2�S2 of N N _N EXTERIOR PADS AND i11 In I C7A I DOOR STOOPS. --- -- --- 04 C31 - - - - - WF2 = III WF1 r--� F8 .Avddbh.. F3 00 FOR OPENING LOCATION 15-S2I ABOVE FF. REF 2-S4 REF NOTE #15 I 5-S2.1 FOR LINTEL AND JAMB TYP V94' -O" 1 ( �_ I REINFORCING AT THE TOF EL I 94'-0" a, WALL. TOF EL N I n i 0) 8. REF CIVIL FOR FINAL LOCATION OF LIGHT POLE, 97'-6" I INSULATED 7 0 IF REQUIRED. In FREEZER N TOF EL SLAB N9. SHADING INDICATES co I- -I C1 ��Ci--- „r1 ____-------- ° C1 i C5A _ _ _ I _ _ PREPLACED SLAB FOR L°J F1 ° i��1 �� F5 I I N H ELECTRICAL DISTRIBUTION 18-S2.1 1 1 18-52.1 -S2 CENTER. REFER ARCH nu 4-S2.11 16 DRAWINGS FOR [97'-6" SEQUENCING AND 3-S2.1 nu REFRIGERATION PIT , I 1 AND TUNNEL, TYP 1 I REF NOTE FOR EDC TO SLAB TOF EL i I I # ATTACHMENT. iiii I I 00 -104 10. REFER TO iiii N I I I ARCHITECTURAL iiii ( I I I NcoDRAWINGS FOR iiii - NJ I I GROCERY INSULATED III] - FREEZER SLAB, Jill 1 I 7-S21 00 REFRIGERATION PIT, AND I BOLLARD SLEEVE SIZES AND LOCATIONS. C1� � c1� __1C1� -1 Cyr _ _ = _ _ _ _ F1L J F1L _j F1L J 1 F5 L2 I I N DG 11. SOPED SLAB RE ARCHL DRAWINGS FORF I I I EXACT SIZE AND LOCATION. TOF EL I I I I 12. WIDEN FOOTINGS" AT MASONRY PILASTER AND 1 I I I EN REINFORCE WITH AN I I I ADDITIONAL #5 CONT. �I REF -S2 FOR PILASTER DETAIL. REF NOTE I I I N #7, TYP I I 13. DOWEL STOOP AT I I ( DOOR OPENING PER 7-S2.1. C17 7 C1F_ -1 C1F_ __1 IC5r - _ _I_ I F 14. NOT USED F1L j F1L_°J F1L J ;F5L 15. PROVIDE PEDESTAL I I I INSULATED PER SECT 4-S2. I I I M FREEZER o SLAB I 0 1C5L -- 1 I -� - - - + E.4 M IF5 C11- 7 C1F C1F� �IC5r F1L J F1L°_j F1L_°J 17-S2.1L 1 F5 _j] - - I I 'Int -- L M I -----� in REFRIGERATION PIT N AND TUNNEL, TYP 95 C5r I TOF EL I �I F5LJ ------N rN - -I--- D.5 to I r in N C1�L J CIFL� CIFLJ `��y F5L---- �j ao N M n YV1 II N 11 = C.5 II HN II C5r to F5L ----- o -- 0- 1 00 REF NOTE II S6.3 #10, TYPI I I C,2 X 11 REF NOTE l N C1AI-- 1AF7 C1AF7 #11 �r p-+---- - F1L J FlL J F1L J IL - - - -I _ - - - C �5 1 1 I o 1 I N 555-4" I 6.6 " -0" 3'-4" -4 116'-8" 1 I 26'-4" I -0" 28'-4"6'-0" 6'-0" 36'-0" 1 6'-0" 1 58'- ' Ilk 11 11, 6'-0" 5'-4" 26'-0" 1 29'-8" 20'-4" 10'-81 32'-4" I 6'-0" 50'-0" 25' -on 25'-0" 25'-0" 25'-0" 138'-8" 126'-8" 58'- " I I I I I ; I 1 1 6 1468 4 3 2.5 2 L15 w N O¢ p0, ==�wz Z Lj Ir Ho 1w 0 &Ni ac�i��`rc�?Naa pzoirz �'"�wwrcoo€o wz w�a�000-�zoa J � z���FGw��o O Mw 0 ooqF-qusirwx�x� ow Op�KO�VO.wF � ��a�aag�arwn�da�a� JNF a E rg " DKS 1tf �I PROTO CYCLE: 062504 C51r - - z - - - - - B.6 F F5) (n �N ar�� z 0 ° s O U rl ►° I tov 4m fit{ REF NOTE TYP w Rl p -} - _ - I -p_ h CD 0 LI #10, L- _0 Le ---------------- ---- - - - - - 1 95-4" 0 I 1 FII i i TOF EL 1 00 I ' 4-52.1 I C4 C4 C4 C2 I TOF EOL I I I I C6 C7i F4r1 F4r1 r1F4 F3r1 Irl _r r1 I r1 F6 F%Ir - - - WF1 - - - �I �J 1 i L` C2 I WF1 \ 0012 N I REF ' NOTE --/i n I i F I ' I N 3 OH 1 of No I I I#12, TYP m 1 I iii �i i''n 95' 4" S2 `O '. 0° N rn oN 95'- " I 1 I II -------- --�- TOFEL --- --- - A.2 --- -- 1- 4.3 TOF L ----- - ----------- ------ --------- -------� -- - o r' - S6 C) I I I I 1 1 I I I I I a L OF EJ I 1 -2"it 1 25'-15" 1 32'-10 6'-8 4'-0" 34'-0" 33-4" 33'-4" 555-4" I 6.6 " -0" 3'-4" -4 116'-8" 1 I 26'-4" I -0" 28'-4"6'-0" 6'-0" 36'-0" 1 6'-0" 1 58'- ' Ilk 11 11, 6'-0" 5'-4" 26'-0" 1 29'-8" 20'-4" 10'-81 32'-4" I 6'-0" 50'-0" 25' -on 25'-0" 25'-0" 25'-0" 138'-8" 126'-8" 58'- " I I I I I ; I 1 1 6 1468 4 3 2.5 2 L15 w N O¢ p0, ==�wz Z Lj Ir Ho 1w 0 &Ni ac�i��`rc�?Naa pzoirz �'"�wwrcoo€o wz w�a�000-�zoa J � z���FGw��o O Mw 0 ooqF-qusirwx�x� ow Op�KO�VO.wF � ��a�aag�arwn�da�a� u� JNF a E rg " DKS 1 I �I PROTO CYCLE: 062504 DOCUMENT DATE: ti z C � rx a r F ',i..N 8 (n ar�� z 0 ° s O U ►° u� JNF DRAWN BY: DKS 1 I �I PROTO CYCLE: 062504 DOCUMENT DATE: 081104 C � rx uoo LJ rr4 Ia-1 0 tov 4m a w Rl ejco44 z h CD 0 ISSUE BLOCK 11/17/04 CCD #2 !2\ 12/1/04 CCD #3 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 FOUNDATION PLAN FOUNDATION PLAN SHEET: 1 ," = 20'-0" S 1 a> r00 00 n c, uoo 4m ejco44 h FOUNDATION PLAN FOUNDATION PLAN SHEET: 1 ," = 20'-0" S 1 CL OF WALL AND FOOTING REF SECT 13-S2 FOR WALL REINF REF ARCH 110'-0" MAX TO MASONRY EL BOND BEAM WITH NOTE: REF ARCH FOR EXACT #6 AT 16" OC AT CL OF WALL (1) #5 CONT 1/2" EXP JT MATERIAL, LENGTH AND LOCATION OF ik REF FDN PLAN TEF EL REF CMU WALL BOND BEAM WITH TYP SCREEN WALL NV REINF DIAGRA (1) #5 CONT REF ARCH FOR PAVING "� 2'-0" —__—__—__—_ _ RE-ENTRANT #5 DOWEL x 2'-0" #3x4'-0°' DOWELS o _______ s CORNER BARS REF ARCH MATCHING CMU AT 3'-4" OC I Li REF FOR REIN ON 1-S2 WALL REINF iv BOND BEAM WITH EQUAL EQUAL (1) #5 CONT GROUT SOLID MASONRY PILASTER, REF SLAB PLAN FOR 0 - BELOW GRADE rn 1 t_rc_EF FDN PLAN REF ARCH FOR o SLAB REINF d ,J TOF EL J1 EXACT LOCATION 4" jh REF FDN PLAN DOWEL MATCHING VERT ¢ 1 WALL REINFORCING TERMINATE #2 TIE AT 16" OC, TYP REF CMU WALLINV Z 0 ---- LAP o2'-0" W � N�aZ�� � FF EL WITH STD ACI HOOK - � REINF DIAGRAM w � � oao g°' Nrkf REF FDN PLAN SPLICE #3x4'-0" DOWELS _�� �o w °v TO FTG EL 3'-0" LAP / a°�4°�sH �rcw8 4 AT 16" OC EF REF SECT 13-S2 ( ) 1 2°'x1'-0"xl'-4" AT 12° OC iv dao°�Nxa>zua¢w # SPLICE GALVANIZED PLATE WITH 0 FOR FTG REINF AS REQUIRED � �zwv,-ao w m M REINFORCE PILASTER AND REF SLAB PLAN I BUILDING WALL (4) 1/2" DIA x 0'-4" HSA yc�SQ�wo�CFaw�w� BUILDING WALL WITH (6) EACH SIDE OF DOOR FOR SLAB REINF 0 3� oN& ww0°oho #4 AT 16" OC EF VERTICAL REINFORCING awwNa�°oa��Zs BARS MATCHING VERT WALL REF FDN PLAN Q �adh�w �a�dPF= (4) #4 CONT T&B REINF SIZE, AS SHOWN REF SECTION 5-S2 2" CLR #5 AT 12" OC T&B EXTERIOR WALL FOOTING FF EL 0F_ ow X05 0o K�HQ. o°mow $�� OI to FOR ADDITIONAL 3 3 15 3/4"=1'-0" 062504 S2-016_195 1 1 INFORMATION CL 3'-6" CLR BUMPER PAD 2" CLR &4___�TER.DETAIL SD -FILA -020 REF ARCH R�3 " COMPACTOR 4 AT 16" OC EACH FACE „oma 24 GRANULAR FILL 7'-3" # SCREEN WALL SECTION ,'-D' xO'-4"0.6 WITH 1/2" DIA CONT WALL FOOTING 1 6 L3x3x1/4 WITH 1/2" DIA PJF AND SEALANT x0'-4" HSA AT 12" OC REF FDN PLAN AND 3/4"=1'-O" S9-012 4" x 0'-4" HSA AT 18" OC TOOL JOINT AT EDGE OF REF ARCH € TOOL JOINT AT EDGE OF 4" CHANNEL #4 AT 16" OC EACH FACE Foil SCHEDULE FOR FTG WITH STANDARD ACI HOOK z 8 CMU BEYOND ANGLE TYP 2'-0" xg REF GENERAL NOTES ¢ ° CMU BEYOND #3x3'-3' DOWELS n FOR TRUCK DOCK SLAB � � e SI AN INF AT 12" OC ~ a REF SLAB PLAN _1 2" CLR TYP REF FDN PLAN CONT WALL FOOTING 0 •� BUMPER PAD N FOR SLAB REINF BUMz zs� REF FDN PLAN N REF SLAB PLAN REF ARCH I' REF PA CHER AD FOR SLAB REINF REF FDN PLAN AND 0 ~ U O TOF EL FOR SLAB REINF SCHEDULE FOR FTG e e e e e e t IREF FDN FF EL _ _ _ REF FDN PLAN FF EL SIZE AND REINF r- (3) #4 CONT WITH i 2" CLR o CORNER BARS pp 1 tiN I rn I 1 ^ REF FDN PLAN w 1 e L3x3x1 /4 WITH 1 /2" TOF EL 1 2" CLR 0 SLOPE 1/2" DIA x0'-4 HSA AT 3" CLR 3" CLR 0 3 AT 12" OC EW 18" OC TOOL JOINT � `� 0 1'-6" 10'° 2'-8" ' # o0 2'-0" AT EDGE OF ANGLE REQDUSE TION SCHED P REINF IF #3 AT 12" OC I #4 CONT WITH • W n (3) #4 CONT WITH CORNER BARS #3 AT 12" OC EW CORNER BARS 2 -0 (2) #4 CONT O C #3 AT 12" OC NOTE: 3" 3" 0 4 EXTERIOR WALL 2 -0 #3x3 -3 DOWELS CONTRACTOR TO STITCH WELD DOCK CL CLR 2'-0" 2'-0" NOTE: �"�I 3x4'-0" DOWELS o AT 12" OC LEVELER TO FRAME ANGLE/CHANNEL a O 8'-0"� # N� DOCK RLEVEO ER OTO FRAME ANGLES 1'-3" 1'-2" 1 -0" 2'-10" w FOOTING AT TRUCK DOCK AT 12" OC PER MFR REQUIREMENTS. Z 13 2'-0" 2'-0" PER MFR REQUIREMENTS. o� W r�r\ W 3/4" = 1'-0" 122603 S2-005_DGRE_195 iv �I F"H o REF 11-S2 FOR ITEMS SHOWN BUT NOT NOTED. REF 9-52 FOR ITEMS SHOWN BUT NOT NOTED. REF 9-S2 FOR ITEMS SHOWN BUT NOT NOTED. (� [� O % SIDE OF DOCK LEVELER DOCK LEVELER PIT EDGE OF DOCK 9 DOCK WALL FOOTING Q o �' REF ARCH 110'-0" MAX REF ARCH 1 ` 3/4" = 1'-0" 013004 S2 008 1 1 3/4" - 1'-0" 043004 S2 007 1 0 3/4" 1'-0" 043004 S2 009 3/4" 1' 0" 032604 52-006_195 W TO MASONRY EL CMU BOND BEAM WITH (1) #5 NOTE: REF ARCH FOR EXACT CONT LENGTH AND LOCATION OF GRID GRID SCREEN WALL REF CMU WALL (1) #4 x 2'-0" WITH o 4" REINF DIAGRAM 2' 4" 2' � 4" o (2) #3 HAIRPINS AT EA GUARD RAIL POSTiff REF FDN PLAN REF FDN PLAN (8) #6 VERT (8) #6 VERT ISSUE BLOCK #6 AT 32" OC AT CL OF WALL FF EL #4 x 4'-0" DOWEL o FF EL CL OF COLUMN AND SPREAD FTG w GUARD RAIL REF ARCH AT 18" OG, TYP I �1 0 N 1 2" CLR #3 TIES AT 2" CLR 3 TIES AT 0 a PJF AND SEALANT REF COLUMN SCHEDULE WRAP COLUMN WITH 1/2" TYP 12" OC TYP 2" OC REF CMU WALL REINF DIAGRAM REF ARCH FLEXIBLE FOAM CLOSED — "� a REF ARCH FOR COLUMN, BASE PL, CELL EXPANSION MATERIAL I - - GRID - - -�- - -/---- FOR - GRID DETAILS ¢ AND ANCHOR BOLTS EL VARIES 04 1 1/2"xl 1/2" KEY AT 0° 1 1/2" NON -SHRINK GROUT i WATERPROOF BASE PL, ANCHOR i4 CONTROL AND CONST L (1) #4 CONT BELOW COLUMN BASE PL, BOLTS, AND COLUMN WITH JOINTS SPACE AT CURB REF 8-S2 PLACED IMMEDIATELY AFTER ASPHALTIC MASTIC BELOW FF EL ♦ e e e REF ARCH COLUMN IS PLUMBED, TYP TO WALL EL _ 15'-0' OC MAX 2" DIA WEEP HOLES 1'-0" #4 AT 12" OC EW REF FDN PLAN AT 8'-0" OC 12" FREE DRAINING i 1 FF EL CMU OR CONC DOWEL MATCHING '____1 STEM WALL TYP VERT WALL REINF SET N 1/2" EXP JT MAT'L STONE WRAPPED IN XE TERIOR SECTIO FILTER FABRIC REF FDN PLAN AND SCHEDULE i USE TOP REINF IF EXTEND HORIZ WALL REINF °2" OCIZ AT i f N FOR FTG SIZE AND REINF REQD IN SCHED GRID GRID THROUGH PEDESTAL (IF #5 VERT AT 6° OC �--�- i N i REF FDN PLAN APPLICABLE) EF WITH STD ACI #5 AT 12" OC WITH TOF EL 1'-2" 1'-2" HOOK o #4 CONT AT 1'-6" HOOK N v REINF THROUEXTEND GH WALL EXTEND HORIZ WALL 12" FREE DRAINING #4x3'-0' DOWELS I = 12" OC "4'-,P'$- PEDESTAL IF STONE WRAPPED IN 1'-0" i AT 24" OC w i 2 CLR #5 12 ( REINF THROUGH " AT 12" OC FILTER FABRIC 5" 3" 2 -0 = REF FDN PLAN REF FDN PLAN APPLICABLE) PEDESTAL (IF (2) #4 CONT IN CURB w TOF EL s • • • e • ° ° e e TOF EL CMU OR CONC APPLICABLE) CHECKED BY: JNF REF GENERAL NOTES ¢ V) `� 0 STEM WALL TYP (8) #6 VERT FOR TRUCK DOCK SLAB r 3•• 3•• DRAWN BY: DKS Ld N Li i L _ CL CLR FILE NAME: jz N (2) #4 CONT W 3 TIES AT PROTO CYCLE: 062504 2" DIA WEEP HOLES AT 1 i - BOTTOM 3" CLR � 2" CLR , I 2' CLR i # a, TYP TYP 8'-0" OC 3" CLR v PLACE LEAN CONC FROM BO FOOTING TO FROST DEPTH IF 4 12" OC 2'-7" FOOTINGS ARE PLACED DURING COLD WEATHER. REF I - - - - - - - - GRID I - - - - - - GRID DOCUMENT DATE: 081104 #5 HORIZ EF AT 12" 1 ,o i 1 REF 13-S2 AND 8-S2 N N OC m FOR ITEMS SHOWN BUT SPECIFICATIONS FOR COLD WEATHER CONC REQUIREMENTS. #3 TIES AT v� REF 1-S2 AND 8-52 #5x4'-0" AT 12" OC 2" CLR = a 4 -6 NOT NOTED FOR ITEMS SHOWN BUT 12" OC T&B TYP 0 r WO (6) #5xCONT T&B 0 z wo 0 J NOT NOTED jh REF GEN NOTES iv � 0� w 7 SECTC.ION AT RAMP 043004 SD-FNDN-201_195 6 INTERIOR COLUMN 3 FOOTING N G S2-003 °e (8) #6 VERT ° ° CMU OR CONC TOF EL o m w z /3/4" 2'-4" 2' -4 - NV _z w STEM WALL TYP GRID N �_L RE-ENTRANT CORNER EXTERIOR CORNER 3 CL OF COLUMN REF PLAN AND SPREAD FTG PEDESTAL REINFORCING � REF COLUMN SCHEDULE WRAP COLUMN WITH 1/2" 3" CLR 3" CLR FOR COLUMN, BASE PL FLEXIBLE FOAM CLOSED 5 3/4" = 1'-0" 013103 S2-015 AND ANCHOR BOLTS CELL EXPANSION MATERIAL 2 -8 8 1 -8 M REF CMU WALL REINF DIAGRAM i i WATERPROOF BASE PL ANCHOR 1 1 BOLTS, AND COLUMN WITH REF CMU WALL DOCK RETAINING WALL i ASPHALTIC MASTIC BELOW FF EL REINF DIAGRAM 8 PJF AND SEALANT TOP AND BOTTOM EXTEND DOWELS A MIN OF REF ARCH REF SLAB PLAN HORIZ REINF TYP 48 BAR DIA INTO CMU WALL 3/4" = 1'-0" S9-010 PJF AND SEALANT REF SLAB PLAN i 1 FOR SLAB REINF REF CMU WALL VERTICAL 2" FOR SLAB REINF REINFORCING SCHEDULE FOR REF FDN PLANA REF ARCH SIZE AND SPACING FF EL REF FDN PLAN REF FDN PLAN CORNER BARS TO MATCH TOP --'—'---'--------- a ° 1 1/2" NON -SHRINK GROUT BELOW FF EL FF ELIV COLUMN BASE PL PLACED IMMEDIATELY AND BOTTOM HORIZ REINF TYP—__—__ AFTER COLUMN IS PLUMBED, TYP 2'-0" EXTEND CONT STEM WALL REF COLUMN SCHEDUE O # # i 1 5 CONT 3x4'-0" DOWELS oj� a 2 Q COL BRG EL AT 3'-4" OC I #4 DOWELS AT 16" OC ° REINF THROUGH COLUMN n ro a e a PEDESTAL IF CONTRACTORS SOLID GROUT ALL N WITH STANDARD ACI PROVIDE HORIZ REINF HOOK AS SHOWN OPTION IS USED CELLS BELOW GRADE 3 i PROVIDE THREE TIES WITHIN CORNER BAR REINF AS INDICATED IN CMU � o v THE TOP 5" OF PEDESTAL 3 3/4" = 1'-0" 022202 S2-016 WALL REINF DIAGRAM LEVELING MORTAR BED - a Q;:14 a ' ND REF 5-S2 FOR PEDESTAL BELOW FIRST COURSE w h o SIZE AND REINF CONT WALL FOOTING ® p M REF LAP REF LAP REF FDN PLAN AND 8" #4 AT 12" OC HORIZ o b •� > > NI EXTEND CONT WALL REF FDN PLAN AND SCHEDULE FOR FTG SIZE AND REINF SCHEDULE SCHEDULE STEPS SHALL ALIGN SCHEDULE FOR FTG B i FTG REINF THROUGH 2" CLR 2" CLR REF FDN PLAN WITH CMU COURSING SIZE AND REINF m G.� w > a a rn COLUMN SPREAD FTG 1 STANDARD ACI HOOK EA END, TYP TOF EL REF FDN PIAN REF FDN PLAN 2 o 7 b a 4 � ° REF FDN PLAN TYP FTG REINFORCING TOF EL TOF EL m TOF EL ~ c� m Q F i o Q FOUNDATION xa 0 rJ REF FDN PLAN X 0 -- --- iv N TOF EL r v v w a, ^i 3" 3" 3"DETAILS cw M ~ +3' CLR CuCLR 0 0 3" REF 5-S2 3" W W E rn CL CLR M 0 N o W 2 x STEP 8" REF LAP REF TYPICAL FOR ITEMS SHOWN BUT NOT NOTED. �I MIN MIN SCHEDULE TYPICAL CONTRACTORS OPTION 0 �% an3/4" EXTERIOR COLUMN FOOTING FOOTING STEP WALL FOOTING SHEET: = 1'-O" 122603 52 -002 -ALT 3/4" = 1'-0" 022202 S2-017 01 -EXTERIOR 3/4" = 1'-0" 032604 S2-001 C J 3 a N MI 0 NI V 0 0) rn E `D aj M O I 0 In 13 12 2'-4" 48'-4" V CMU CJ '-4" 28'-4" 4-0" REF ARCH FOR DETAILS 117 _4° I ALONG GRID J TYP 1 I S8.1 ! I 1 I _j 1 ! I 20 w ! I 55.1 OH 7 jo ! I METAL ROOF DEC ! I 1 1/2"x 18 GAGE 0 m I ' ( FIRST 3 JOIST'' a I II SPACES 44'-2" 19 S5.1 p 10 257'-8" 1 46'-2" 50'-3" V V 38'-0'1 36'-0" 1 36'-0" OR DETAILS I M REF NOTE #11' TYP I o <I 1 £ I I S5. 9 8 1 1 30'-8" 40'-P 40'-0" 40'-0' I I I I f I I I METAL ROOF DECK 1 1/2"x 18 GAGE iN HATCHED AREA FIRST 6'-0" FROM GRID 7 GROUT CMU 11 SOLID FULL I 1 AT GRID REF ARCH FOR CUPPER ENING LOCATION PROVIDE Or1Alr 111 n c., n!]rAUAIr 7 6.5 6 5 145'-4" 25'-0" 25'-0" 31'-0" i I 1 -8" 32'-8" 15'-10" 20'-10" f� I 116-8" I 116-8" 1 116-8" f� _2•• UN 1 L OF EJ a <r N 19 a I SLIDING FIXED S51 SIDE I SIDE V) a � 3 5 4.7 4 3 2 1 SHEET NOTES 1. REFER TO SHEETS SO, I 150'-0" I S4, S4.1, AND S4.2 FOR GENERAL NOTES AND 19'-0" 12'-0" 31'-0" 50'-0" 50'-0" 50'-0" V-2" DESIGN CRITERIA. 1 2. NOTE TO GENERAL 35-4" 35'-4" 2'-8" 2'-0" 37'-4" 37'-4" 37'-4" 36'-0" CMU CJ J CONTRACTOR: REFER TO 116_8•• I I 117_4•• I I 117•_4•• REF ARCH FOR DETAILS F SECTION 05120 OF THE CONTRACT ALONG GRID J a SPECIFICATIONS FOR TYP OWNER SUPPLIED METAL ROOF DECK 1 '-2" 0 0 STRUCTURAL STEEL. ALL 1 1/2"x 1$ GAGE OTHER STRUCTURAL AND 19 FIRST 3 JOIST JIB CRANE ASSEMBLY RNIS ED v MISCELLANEOUS STEEL S5.1 SPACES BY WAL-MART FULLY GROUT AND ( ) w NOT PROVIDED UNDER REINF ONE CELL ON CH SI E 1"(GRID U,7 SECTION 05120 SHALL BE OF CRANE SIZE BARS 0 MA H 116'-11"(GRIDS 6,7) w N PROVIDED BY THE ERT WALL REINF REF ARCH OR I 116'-9' (GRID 4.7) I GENERAL CONTRACTOR \BL BL BL 117'-9" GRID 4 AS NOTED IN SECTION "J' --- - - - - -- - ------ ----- JBE -- - K 05500 OF THE METAL ROOF DECK I 2 SPECIFICATIONS. J' 1 1/2"x 18 GAGE IN HATCHED AREA FIRST co 3. "BL" DENOTES CMU 6'-D" FROM GRID 4' I �I °D BLOCK LINTEL. REFER TO PROVI E FIELD FN ABRI ATED 00 CMU LINTEL SCHEDULE ! I --_� r .............. ................. oS IUN 1 o e m o ND - - - - 7 JBE N WHERE SHOWN BY THE REF ARCH 16'-8"f ON ROOF FRAMING PLAN. REFER TO JOIST ! II I HATCH I I SCHEDULE NOTES, A ! �Irn RTU FRAMING PLAN FOR ! II I SATELLITE DISH a Ld ROOF LOADS AND co �* 1n n LO n t In d u� 00 bo •-1N a DIMENSIONS. cD cD IJ I 1 `O 6. FRAMING IN SHADED � 1 II u 0D m N 00 AREA IS DESIGNED FOR o o I �) � v 00 10 PSF COLLATERAL 0 0LOAD IN ADDITION TO 19'-0"f ROOF LIVE LOAD !-II I 19'-11"t 15'-0"f m SPECIFIED BY CODE, (FOR 9-S;�I 2-55.1 2-S5.1 J WEIGHT OF MERCHANDISE ! I RTU26 10 TON RTU24 RTU25 __- - _...-_ - _. ° P e ° ° P ° aG _r 20 TON `' 20 TON _ 118'-9-1 J8E I III - - - - C)SUSPENDED FROM I GRIDS F TO BOTTOM CHORD OF JOIST) ! I U) 30 TO m 5 M 7. REFER TO JOIST SCHEDULE NOTES AND RTU FRAMING PLAN FOR RTU JOIST LOADS. Y Y J tD a �jN I C? O C7 Cm9 n O U 0 04 U' Im I N 0 I ^ I o 0 0 8. REF ROOF DIAPHRAGM "') I I 0 II II °D ° w CONNECTION DETAIL i0 0 rn 9-54 FOR DECK �m N N ATTACHMENT TO ROOF METAL ROOF DECK cn a FRAMING MEMBERS AND I } DECK FASTENER TYPE, � 1 1/2"x22 GAGE TYP, UNO SIZE AND SPACING. OF— 0 _ _ N _ IN A° e ° ° P ° e ° ° T ° - _ 119 -9 3Z4' o� F 9. THE DIMENSION j.�--- METAL ROOF DECK E.8 - N IN HATCHEDGAREA 1 LOCATING THE RTU'S 1 0 IS APPROXIMATE (t). CONTRACTOR LOCATE ALL 20 TON 9_S5 m M 0 I Ln RTU's CURBS AT N ;') I 1 a_ a TYP o n L) NEAREST JOIST PANEL -1 1f Y Y N "IN a POINTS. IF CURB CANNOT E.6 N o till 00 I o N BE LOCATED WITHIN 3" 44 _------_ _ RTU22 30 TON 1 II I m REF NOTE #11 M E ¢ OF JOIST PANEL POINT, I -_ = R TON rD Ise, GRIDS B TO F I REINFORCE JOIST PER TU20 UO °'� DETAIL 4-S4.1. - 12-S5.1 T 1-S5 1 10. DESIGN JOISTS FOR m AN ADDITIONAL 200 LB. OE- - - - �_ - - �° ° ° ° ° ° 120-10_3 8" CONCENTRATED LOAD FOR JBE - - E EXHAUST HOOD. of �I mi I N 11. STEP BOND BEAM Il M N I `'. DESIGN ALL JOIST AND ''JOIST GIRDERS FOR AN '# WHERE GIRT ELEVATION 1 I ADDITIONAL AXIAL COMPRESSION OR TENSION 19'-O"± 0 1 CHANGES. REF 7-S4.3 in I FORCE''OF "C" KIPS APPLIED TO THE TOP_. CHORD I cn cn FOR LOCATIONS. NLd Y Y TYP -IN ¢ 12. JOIST PARALLEL TO D.5 --- 0 c0 0 0 0 0 0 0 0 0 i� - -I - D.5 - - - - � 00 OD M � 7 n r N 0 m a- < ROOF LATERAL DRAIN II II WAU -REF 1 to w DESIGNED NES ATO LL BE 30 TON o I m EXACT OCATIO N 1 70 PLF APPLIED TO THE METAL ROOF DECK OF SOF ITS, TY h I I I I I 1 1/2"x 18 GAGE r N rn AN ADDITIONAL LOAD OF n GRIDS B TO F n TOP CHORD. JOISTS N M c`\1 I '.IN HATCHED AREA °'r N `� 5-S5 °D N PERPENDICULAR TO ROOF D _ - _ _� ° ° ° ° ° ° ° ° P - _ 121 -11 °� _ _ _ D SHALL BE DESIGNED TO �, � LATERAL DRAIN LINES 1 I 5-S5 11) pJBE 0 SUPPORT AN ADDITIONAL m � N o CONCENTRATED LOAD OF RIDS 6.6 TO 18 -8"f 17'-0" t N m 550 LBS AT EACH M IN M LOCATION THE DRAIN N ao 0 00 I _ TYP d 12'-O"± o REF NOTE #11 cmv w JOISTLINE . INTERSECTSTHE I I N I Y , Y =1N 0 C'S DOWNSPOUT SIZES AND m uC.5 _ - 00 N - r- 0 c� 0 RTU1 N20 TON 0 0 0 i r° rn 0 ca 0 ( - - - -� - m - r, E00 N_ LOCATIONS PER 20 TONN 0 0 DRAWINGS SP1 A4 AND 6-S5 11 RTU16 11 I � LLjo P1. II I TYP ONO 0 �� m toRTU19-- CD 122'-11 5 8" N1 "� I I 20 TON � JBE GRID C in C.2 cn N N I 1-S5 14'-0"f ! - 00 C C_ _ - oo I - - - Jl B ° J5E ° J5E ° 10 ° ° ° ° r ° - - - - N I J1 B J5E J5E - I N 1•� � RTU15 - � I o . 0 _1174M N I EF �° L _ LO u �_ 1 I � a 'U' GRID 7 GRID 4 I N 0 N _ lg,-O,t 7,-6,. � -- 12- -- o B.6 - - - - I --19A, 4 J 4 - C = KIPS J6A - �- rD - I N wi 1T -3"f TU11 d n RTU8 21'-0"t a 20 TON 0 BL - J6A TONCD J5D a J5D 3 TON m JSD cMO J5D R F NOTE F J5C J5B JOEII00 aN B.6 N. I I ( RTU10 M TU9 T�/�T 5 -0 t I 1123'-0"f� E 6 I N _ �--�-LLJ LID II ro o I I 1 I I.I9rL -- - -- --- - J5D 3 TON J5D 5 TON J5D 5 TON J5 -- - -- - ----- - �15�-- J5B ----- II 01 I N N N 1 I METAL ROOF DECK I 1 N /� I N o of � B 4 0 M I 1 1/2"x18 GAGE - - M I I FIRST 3 JOIST RECOMME DED LOCATION OF I 1 J N M w SPACES TR CK ACCESS I 4 1 1 4 \ I B-- -�- - - - I-----�-- - +-- --�I -- - - - - - - - -- - - - - - B J I I METAL ROOF DECK ( 1 8L BL L 1 1/2"x 98 GAGE I I cn z� i I �No N wcO vni `n I iI co m n \\ I �/ a0II 0 ` v Ld I I IN HATCHED AREA I 1/ � w m ' N N m �' N w I' ' / Not N Q m M I I M N r Oo A.2 - ---"� f�r}�\E A 2 --- 0 0 ( I \ I I/ METAL ROOF DECK I / H 9 I I i ---- I I/ 1 1/2"x 18 GAGE I�I S4 a iii - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - W I FIRST 3 JOIST a LJ \\` -�! 2&3 SPACES 2&3 `-'o 8.1 1 I I I I I I I I I I I I I I S6 1 I I U U 57,1 I I OU DE FACE OF I I I I I I I I I Q FINS ED MATERIA m OUTSIDE FACE F CL OF EJ UTSIDE FAC OF OU SIDE FACE OF 1._2.> r FINISH MATERA FINISH MA RAL FI ISH MATERAL CMU CJ 38'-8" 21' 4" 21' 4" 2'-8" 22'-8" 18'-0" 69'-4" -0"26'-0" 26'-8" 26'-6" 32'-10" 26'-8' 84'-0" 34'-0" 33 -4" 33'-4" CMU J REF ARCH FOR DETAIL 123'-4" 112'-8"1114 it -0" 112'- 124'-0" 112'-8" 124'-O" 112'-8" REF ARCH FOR DETAILS I I I I 1 I I I I ALONG GRID B.6 �ONG GRID � ALONG GRID B ALONG GRID B TYP TYP TYP TYP l'-2" I 24'-2" I 24'-2" 22'-1" 22'-1" 23'-1" 23'-1" 17'-4" 32'-11" 4'- '9'-8" 16'-3" 110'-1"I 30'-4" 24'-0" 26'-0" 29'-8" 20'-4" 110'-8 1 32'-4" 50'-0" I 25'-0" I 25'-0" 25'-0" 25'-0" I 24' ALL DIMENSIONS ARE TO FACE OF CMU UNLESS NOTED OTHERWISE 138'-8" 93'-4 138-8" 126'-8" 58'- " 555'-4" I I I I I I I I I I -,-)ROOFROOF FRAMING PLAN 13 125 12 115 1 10 10 h97 (9� 8 88. 6 78 7 6 4 3 2 2 15 1 0 1" = 20'-0" JNF N •• *'.';,;':;;, FlLE NAME: °mg a C4 062504 i WHUT �'GGG e FRAMES PER NOTE 4.7 AT ALL V) F F i ° " M "� N7 A FOR SIZE AND z 0 O �W6© :JgC:,:::.'.'.'...' ti ii'.,... °.°....':.':.'.'.' .. ROOF RAIN OPENING, TYP D cn cwi, ¢� REINFORCING. z m w :� m :.':::.'::.:::::.'...'::.': '.. :. 'ai .'.'::.':::::.':.':::: 5- 5.1 z P4 0 5 a N v� .. , .. r ...R. U:38...... .r .. ...'3-54.2 .'.':.'.'.'.':.....'.:.'.'. PYP..'.'.' .'...TU ... .............. . NOTE: CRAIN SH LL InNOTE TO JOIST - - - �•5 ANUFACTURER: PROVIDE ..............-:.:.:.:':..... ...._. ... ... .......... .... .... '.: I TOP CHORD OF TH o STANDARD BRIDGING Q ° .:'.•.cy ':.- ..... ROUT CMU 19 WALL SOLID S5.1 n JOISTS TH DESIGNE HAVE B FOR THE EN SIM 19 S5.1 _ a0 I 0 �I COMPLYING WITH THE APPLICABLE STEEL JOIST 1111 HFI(:HT _ �I, Annl Tlll AIA I nen T D N m II I I ! I --_� r .............. ................. oS IUN 1 o e m o ND - - - - 7 JBE N WHERE SHOWN BY THE REF ARCH 16'-8"f ON ROOF FRAMING PLAN. REFER TO JOIST ! II I HATCH I I SCHEDULE NOTES, A ! �Irn RTU FRAMING PLAN FOR ! II I SATELLITE DISH a Ld ROOF LOADS AND co �* 1n n LO n t In d u� 00 bo •-1N a DIMENSIONS. cD cD IJ I 1 `O 6. FRAMING IN SHADED � 1 II u 0D m N 00 AREA IS DESIGNED FOR o o I �) � v 00 10 PSF COLLATERAL 0 0LOAD IN ADDITION TO 19'-0"f ROOF LIVE LOAD !-II I 19'-11"t 15'-0"f m SPECIFIED BY CODE, (FOR 9-S;�I 2-55.1 2-S5.1 J WEIGHT OF MERCHANDISE ! I RTU26 10 TON RTU24 RTU25 __- - _...-_ - _. ° P e ° ° P ° aG _r 20 TON `' 20 TON _ 118'-9-1 J8E I III - - - - C)SUSPENDED FROM I GRIDS F TO BOTTOM CHORD OF JOIST) ! I U) 30 TO m 5 M 7. REFER TO JOIST SCHEDULE NOTES AND RTU FRAMING PLAN FOR RTU JOIST LOADS. Y Y J tD a �jN I C? O C7 Cm9 n O U 0 04 U' Im I N 0 I ^ I o 0 0 8. REF ROOF DIAPHRAGM "') I I 0 II II °D ° w CONNECTION DETAIL i0 0 rn 9-54 FOR DECK �m N N ATTACHMENT TO ROOF METAL ROOF DECK cn a FRAMING MEMBERS AND I } DECK FASTENER TYPE, � 1 1/2"x22 GAGE TYP, UNO SIZE AND SPACING. OF— 0 _ _ N _ IN A° e ° ° P ° e ° ° T ° - _ 119 -9 3Z4' o� F 9. THE DIMENSION j.�--- METAL ROOF DECK E.8 - N IN HATCHEDGAREA 1 LOCATING THE RTU'S 1 0 IS APPROXIMATE (t). CONTRACTOR LOCATE ALL 20 TON 9_S5 m M 0 I Ln RTU's CURBS AT N ;') I 1 a_ a TYP o n L) NEAREST JOIST PANEL -1 1f Y Y N "IN a POINTS. IF CURB CANNOT E.6 N o till 00 I o N BE LOCATED WITHIN 3" 44 _------_ _ RTU22 30 TON 1 II I m REF NOTE #11 M E ¢ OF JOIST PANEL POINT, I -_ = R TON rD Ise, GRIDS B TO F I REINFORCE JOIST PER TU20 UO °'� DETAIL 4-S4.1. - 12-S5.1 T 1-S5 1 10. DESIGN JOISTS FOR m AN ADDITIONAL 200 LB. OE- - - - �_ - - �° ° ° ° ° ° 120-10_3 8" CONCENTRATED LOAD FOR JBE - - E EXHAUST HOOD. of �I mi I N 11. STEP BOND BEAM Il M N I `'. DESIGN ALL JOIST AND ''JOIST GIRDERS FOR AN '# WHERE GIRT ELEVATION 1 I ADDITIONAL AXIAL COMPRESSION OR TENSION 19'-O"± 0 1 CHANGES. REF 7-S4.3 in I FORCE''OF "C" KIPS APPLIED TO THE TOP_. CHORD I cn cn FOR LOCATIONS. NLd Y Y TYP -IN ¢ 12. JOIST PARALLEL TO D.5 --- 0 c0 0 0 0 0 0 0 0 0 i� - -I - D.5 - - - - � 00 OD M � 7 n r N 0 m a- < ROOF LATERAL DRAIN II II WAU -REF 1 to w DESIGNED NES ATO LL BE 30 TON o I m EXACT OCATIO N 1 70 PLF APPLIED TO THE METAL ROOF DECK OF SOF ITS, TY h I I I I I 1 1/2"x 18 GAGE r N rn AN ADDITIONAL LOAD OF n GRIDS B TO F n TOP CHORD. JOISTS N M c`\1 I '.IN HATCHED AREA °'r N `� 5-S5 °D N PERPENDICULAR TO ROOF D _ - _ _� ° ° ° ° ° ° ° ° P - _ 121 -11 °� _ _ _ D SHALL BE DESIGNED TO �, � LATERAL DRAIN LINES 1 I 5-S5 11) pJBE 0 SUPPORT AN ADDITIONAL m � N o CONCENTRATED LOAD OF RIDS 6.6 TO 18 -8"f 17'-0" t N m 550 LBS AT EACH M IN M LOCATION THE DRAIN N ao 0 00 I _ TYP d 12'-O"± o REF NOTE #11 cmv w JOISTLINE . INTERSECTSTHE I I N I Y , Y =1N 0 C'S DOWNSPOUT SIZES AND m uC.5 _ - 00 N - r- 0 c� 0 RTU1 N20 TON 0 0 0 i r° rn 0 ca 0 ( - - - -� - m - r, E00 N_ LOCATIONS PER 20 TONN 0 0 DRAWINGS SP1 A4 AND 6-S5 11 RTU16 11 I � LLjo P1. II I TYP ONO 0 �� m toRTU19-- CD 122'-11 5 8" N1 "� I I 20 TON � JBE GRID C in C.2 cn N N I 1-S5 14'-0"f ! - 00 C C_ _ - oo I - - - Jl B ° J5E ° J5E ° 10 ° ° ° ° r ° - - - - N I J1 B J5E J5E - I N 1•� � RTU15 - � I o . 0 _1174M N I EF �° L _ LO u �_ 1 I � a 'U' GRID 7 GRID 4 I N 0 N _ lg,-O,t 7,-6,. � -- 12- -- o B.6 - - - - I --19A, 4 J 4 - C = KIPS J6A - �- rD - I N wi 1T -3"f TU11 d n RTU8 21'-0"t a 20 TON 0 BL - J6A TONCD J5D a J5D 3 TON m JSD cMO J5D R F NOTE F J5C J5B JOEII00 aN B.6 N. I I ( RTU10 M TU9 T�/�T 5 -0 t I 1123'-0"f� E 6 I N _ �--�-LLJ LID II ro o I I 1 I I.I9rL -- - -- --- - J5D 3 TON J5D 5 TON J5D 5 TON J5 -- - -- - ----- - �15�-- J5B ----- II 01 I N N N 1 I METAL ROOF DECK I 1 N /� I N o of � B 4 0 M I 1 1/2"x18 GAGE - - M I I FIRST 3 JOIST RECOMME DED LOCATION OF I 1 J N M w SPACES TR CK ACCESS I 4 1 1 4 \ I B-- -�- - - - I-----�-- - +-- --�I -- - - - - - - - -- - - - - - B J I I METAL ROOF DECK ( 1 8L BL L 1 1/2"x 98 GAGE I I cn z� i I �No N wcO vni `n I iI co m n \\ I �/ a0II 0 ` v Ld I I IN HATCHED AREA I 1/ � w m ' N N m �' N w I' ' / Not N Q m M I I M N r Oo A.2 - ---"� f�r}�\E A 2 --- 0 0 ( I \ I I/ METAL ROOF DECK I / H 9 I I i ---- I I/ 1 1/2"x 18 GAGE I�I S4 a iii - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - W I FIRST 3 JOIST a LJ \\` -�! 2&3 SPACES 2&3 `-'o 8.1 1 I I I I I I I I I I I I I I S6 1 I I U U 57,1 I I OU DE FACE OF I I I I I I I I I Q FINS ED MATERIA m OUTSIDE FACE F CL OF EJ UTSIDE FAC OF OU SIDE FACE OF 1._2.> r FINISH MATERA FINISH MA RAL FI ISH MATERAL CMU CJ 38'-8" 21' 4" 21' 4" 2'-8" 22'-8" 18'-0" 69'-4" -0"26'-0" 26'-8" 26'-6" 32'-10" 26'-8' 84'-0" 34'-0" 33 -4" 33'-4" CMU J REF ARCH FOR DETAIL 123'-4" 112'-8"1114 it -0" 112'- 124'-0" 112'-8" 124'-O" 112'-8" REF ARCH FOR DETAILS I I I I 1 I I I I ALONG GRID B.6 �ONG GRID � ALONG GRID B ALONG GRID B TYP TYP TYP TYP l'-2" I 24'-2" I 24'-2" 22'-1" 22'-1" 23'-1" 23'-1" 17'-4" 32'-11" 4'- '9'-8" 16'-3" 110'-1"I 30'-4" 24'-0" 26'-0" 29'-8" 20'-4" 110'-8 1 32'-4" 50'-0" I 25'-0" I 25'-0" 25'-0" 25'-0" I 24' ALL DIMENSIONS ARE TO FACE OF CMU UNLESS NOTED OTHERWISE 138'-8" 93'-4 138-8" 126'-8" 58'- " 555'-4" I I I I I I I I I I -,-)ROOFROOF FRAMING PLAN 13 125 12 115 1 10 10 h97 (9� 8 88. 6 78 7 6 4 3 2 2 15 1 0 1" = 20'-0" CHECKED BY: JNF mo r„ e DKS FlLE NAME: °mg a C4 062504 i WHUT �'GGG e 081104 lir}}gym PUS, c V) F F i ° " M z Q N7 A z 0 O �W6© ti CHECKED BY: JNF DRAWN BY: DKS FlLE NAME: Rog C4 062504 DOCUMENT DATE: 081104 "N F N7 D cn z w pq �c z P4 0 5 CHECKED BY: JNF DRAWN BY: DKS FlLE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 SHEET: S3 LEGEND PERMANENT TEST SLAB REF SPECS. NATURAL CONCRETE CURED WITH CURING COMPOUND, REF SPECS. F] INTEGRALLY COLORED CONCRETE CURED WITH WET CURE, REF SPECS. CONCRETE SLAB TO BE REINFORCED WITH #3 AT 18" OC EW. CONCRETE SLAB TO BE REINFORCED LA WITH #3 AT 36" OC EW. COLORED, TEXTURED CONCRETE WITH 4'x4' GRID CURED WITH CURING COMPOUND, REF SPECS. ACTION ALLEY. DO NOT PLACE PARALLEL CONSTRUCTION JOINTS WITHIN ACTION ALLEYS. SURFACE PREP FOR SLAB SUBI c T d 0 o• N IN ME 48'-4" In 12 i T 44'-2" 4" ;UBSI 10 9 8 257'-6" I 46'-2" 50'-3" 30'-8" I I I REF ARCH FOR TRUCRAMP DIMENSION, AND ELEVATIOt S AT DOCK. REF GENERAL NOTES FORI THICKNESS, REINF AND CJ SP/ CING I I I 18'-72'° 11'-42" 5 1/2" CONIC SLAB REF FDN SUBSURFACE PREPARATION FOR CI AD CI IDD ACC 4" CONC SL SUBSURFACE P �� � � I Iv��II �v✓r ,, d a 0 EQUA14 SPACFS, TYT UNO } } TYP L\ -S2 . 1 4" CONIC SLAB WITH THE EXCEPTION OF'A 5 1/2'' SLAB >BETWEEN 'BACK WALLS AND; CLOSEST CONST JT AND GRID 1 AND GRID 10 REF FDN SUBSURFACE PREPARATION FOR SLAB SUBBASE REF LEGEND FOR SLAB REINFORCEMENT FF EL - 100'-0" 54'- 20-S2.1 AT COLUMNS THOUT CC .-zACTION J-, TYP CJ CJ CJ -4 1'-2" 24'-2" 24'-2" 22'-1" 22'-1" 23'-1'" 23'-l" 17'-4' 52 -11 4 - y -n b -o (I v - I I ov -v zo -v /a -o cv - r I v -o I oc - r ALL DIMENSIONS ARE TO FACE OF CMU 138'-8" 93'-4' 138'-8" UNLESS NOTED OTHERWISE I I 555'-4" I I I I I I I I II I I I I I I I 13 12.5 12 11.5 11 96 M88.6 8 7.8 7 6.6 6 5.4 5 4.8 4 21'-450" 50'-0" 126'-8" �m 21 68 Lm EISEN 1011.0 20'-11,1"-L 10'-6" 10'-9" EOPAS 1 SIN I O Lo JNF DRAWN BY: II FILE NAME: »m_ s o �a PROTO CYCLE: 062504 xgya 081104 z H w�4m OCV CO � F 9 4 z � W �t �tiv CJ - k � NSULA p U r 1 v 0 _ cr) O ;baa, a W .r iFi -o FREEZ JR o W O 5 SL I 1-0 _ � k k r k k k k W I IQ cv v p v v - IN v 0 c0 0 0 0 0 0 0 ------ 0 I 0 0 u Lo u v EQUA14 SPACFS, TYT UNO } } TYP L\ -S2 . 1 4" CONIC SLAB WITH THE EXCEPTION OF'A 5 1/2'' SLAB >BETWEEN 'BACK WALLS AND; CLOSEST CONST JT AND GRID 1 AND GRID 10 REF FDN SUBSURFACE PREPARATION FOR SLAB SUBBASE REF LEGEND FOR SLAB REINFORCEMENT FF EL - 100'-0" 54'- 20-S2.1 AT COLUMNS THOUT CC .-zACTION J-, TYP CJ CJ CJ -4 1'-2" 24'-2" 24'-2" 22'-1" 22'-1" 23'-1'" 23'-l" 17'-4' 52 -11 4 - y -n b -o (I v - I I ov -v zo -v /a -o cv - r I v -o I oc - r ALL DIMENSIONS ARE TO FACE OF CMU 138'-8" 93'-4' 138'-8" UNLESS NOTED OTHERWISE I I 555'-4" I I I I I I I I II I I I I I I I 13 12.5 12 11.5 11 96 M88.6 8 7.8 7 6.6 6 5.4 5 4.8 4 21'-450" 50'-0" 126'-8" �m 21 68 Lm EISEN 1011.0 20'-11,1"-L 10'-6" 10'-9" EOPAS 1 SIN I O Lo W NpY yo�< == Opp Ld 0 \? <# 0 F N Z y z of wFK=p OO Jfnw NQUV Q ��$mNwo}°6Na� Z <� �oo�Nw3wouowow� p 3ciz �rcO oz OwaZ w0a�O0a 6z<Q �'VzwwbaOPU<8a LL<'Z F N W w w O p O K w CL 00 �4 ��0 o.wFo F_ t/lN��oa �p0 Ud�� JNF DRAWN BY: II FILE NAME: »m_ s o �a PROTO CYCLE: 062504 xgya 081104 z H w�4m OCV CO � F 9 4 z � W �t �tiv J cncn - k � NSULA p U r 1 v 0 _ cr) O ;baa, a W .r iFi -o FREEZ JR o W O 5 SL I _ o r W I - IN c0 ------ I ' + E.4 Lo J I I ro � 0 N -- - - - E 13 -2 r) I REFRIGERATION PIT, N TYP --------- to -I - D.5 I `° p Lo I LL u) N --------- ---- - - D (2)"#4x4'-0" IN SLAB j) i AT EA CORNER OF PIT, �< N TYP � C.5 L4 CONST JT- - - - - - - 89'-102 (4,> SIDES) 2". 0 r) I f -) N -- - - - — - - - C Q v SIN � I U o I N C6 ST JT --- - - - rIN - B.6 KAN I 0 Lo 0 I V3 — _ _ _ _ — --- F-- - B { INSULATED ( �I FREEZER I SLAB (3) t - � . T---- - -- -— - - - —- —- - CA2 e I I I I I I I I I I I I I I I 1'-2" I I 25'-0" I 25'-0" I I 25'-0" I 25'-0" SLAB PLAN - ' 1" - 20'-0„ 3 2.5 3 2 1.5 1 W NpY yo�< == Opp Ld 0 \? <# 0 F N Z y z of wFK=p OO Jfnw NQUV Q ��$mNwo}°6Na� Z <� �oo�Nw3wouowow� p 3ciz �rcO oz OwaZ w0a�O0a 6z<Q �'VzwwbaOPU<8a LL<'Z F N W w w O p O K w CL 00 �4 ��0 o.wFo F_ t/lN��oa �p0 Ud�� U JNF DRAWN BY: II FILE NAME: »m_ s o �a PROTO CYCLE: 062504 xgya 081104 z H w�4m OCV CO � F 9 4 z � W �t �tiv J cncn - k � CUy g p U r 1 v 0 U JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 z H OCV CO � a a as W �t �tiv I•Zj � o ►-� r CIE cr) O ;baa, a W .r iFi -o z W O 5 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 SHEET: 51.1 z ob Nwo18 u O .�� a a as r>aa �t �tiv m Q, u ,U., 0 O N N y r ;baa, .r iFi -o SHEET: 51.1 I i z z Y � PROVIDE SONOTUBE BLOCKOUT GRI ONLY AT INTERIOR COLUMNS WITHOUT A CONTRACTION JOINT IN TWO DIRECTIONS SONOTUBE BLOCKOUTWRAP COLUMN AND FINISH N AS REQD - SONOTUBE WITH 1/2" REF AR( FLEXIBLE FOAM CLOSED -- \\ CELL EXPANSION MATERIAL 8" CMU REF AR( TOM EL BOND BI J / #5 CON- STL COLUMN REF PLAN INTERIOR COLUMN PROVIDE SONOTUBE BLOCKOUT GRID ONLY AT EXTERIOR WALL COLUMNS WITHOUT A CONTRACTION JOINT SONOTUBE BLOCKOUT WRAP COLUMN AND AS REQD - SONOTUBE WITH 1/2" FLEXIBLE FOAM CLOSED STL COLUMN \ CELL EXPANSION MATERIAL REF PLAN --- --^� \ (2) # I I i 11 I EXTERIOR WALL COLUMN REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED n2o COLUMN BLOCKOUT EXTI 1" = 1'-0" 043004 S2-028 1 9 3/4"=1'-1 = 1L ax 1 a w w 00 w • I TYP V REF ARCH FOR SIZE > AND LOCATIONS OF PVC PIPE REEF 15 3/4"=1'-0" VARIES REF ARCH DRAWINGS ANGLE AND ANCHOR BY MANUFACTURER, TYP ----- --- 0 e s 4 PREMANUFACTURED REFRIGERATION PIT PIT 053102 S2 -025A 122603 S2-019_195 GRID CL OF COLUMN AND SPREAD FTG WRAP COLUMN WITH 1/2" i I FLEXIBLE FOAM CLOSED CELL EXPANSION MATERIAL I I I I I I I I I I I I I I I I I I I I I li USE TOP REINF IF - REQD IN SCHED 2" CLR J U U e -� REF COLUMN SCHEDULE FOR COLUMN, BASE PL, AND ANCHOR BOLTS WATERPROOF BASE PL, ANCHOR BOLTS, AND COLUMN WITH ASPHALTIC MASTIC BELOW FF EL REF FDN PLANJN FF EL 1 1/2" NON -SHRINK GROUT BELOW COLUMN BASE PL PLACED IMMEDIATELY AFTER COLUMN IS PLUMBED, TYP 98'-8" COL BRG EL in PROVIDE THREE TIES WITHIN THE TOP 5" OF PEDESTAL REF 5-S2 FOR PEDESTAL SIZE AND REINF REF FDN PLAN AND SCHEDULE 2" CLR FOR FTG SIZE AND REINF —6 STANDARD ACI HOOK EA END TYP REF FDN PLAN TOF EL CLR REF 5-S2 W PLACE LEAN CONC FROM BO FOOTING TO FROST DEPTH IF FOOTINGS ARE PLACED DURING COLD WEATHER. REF SPECIFICATIONS FOR COLD WEATHER CONC REQUIREMENTS. CLR INTERIOR FOOTING COLUMN WITH PE2DESTAL C6 x 1 5/8 x 16 GA FINISH MATERIAL, J U MTL STUD AT 24" OC REF ARCH CONST JT WITH TYP'TYP f z M DIAMOND DOWELS -- (2) #4 CONT (2) 1/4" DIA TAPCON REF ARCH Z ANCHORS WITH 1 1/4" TOM EL 3„ MIN EMBEDMENT AT 24" 3„ _- IZ U co OC BOND BEAM WITH (1) CLR REF SLAB PLAN FOR #5 CONT REFRIGERATION PIT SLAB REINF z AT EXTERIOR 2'-0" REF CMU WALL#3 % 1 DOWELx4'-0" AT REINF DIAGRAM ti 3'-4" OC 2'-0" F PJF AND SEALANT 043004 REF ARCH o o DRAIN AND REF FDN PLANjh ------ TRENCH FF EL e- (1) #5 CONT TRACK AND GROUT TO REF FDN PLAN FOR 2' SOLID GROUT ALL CELLS PROVIDE HORIZ REINF LOCATION BELOW GRADE AS INDICATED IN CMU WALL REINF DIAGRAM (2) #4 TYP (4) #4 CONT LEVELING MORTAR BED BELOW FIRST COURSE REF FDN PLAN AND SCHEDULE #4 AT 16" OC 34' FOR FTG SIZE AND REINF REF FDN PLANjk Try„ TOF ELMV 1'-6" s ----"e 3" CLR 3" CLR -j U W i+7 EXTERIOR WALL FOOTING jo 3/4" = 1'-0" 022704 S2-509.195 1/2" DIA x 2'-0" SMOOTH CMU BEYOND DOWELS AT 16" OC (3 MIN) CENTERED ON JOINT WITH PJF AND SEALANT GREASE ON ONE END REF ARCH REF SLAB PLAN FOR SLAB REINF j REF FDN PLAN FF EL14 00 #3x4'-0" DOWELS 2 -0 AT 16" OC (3 MIN) Oj F N \—(1) #5 CONT LAP WITH REINF IN BOND BEAM BEYOND Es NOTE: ---- DOWELS MUST BE LEVEL AND SQUARE WITH JOINT. REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED. SLAB AT OPENINQG004WITHOUT 6 S2 -025A 122603 S2-019_195 GRID CL OF COLUMN AND SPREAD FTG WRAP COLUMN WITH 1/2" i I FLEXIBLE FOAM CLOSED CELL EXPANSION MATERIAL I I I I I I I I I I I I I I I I I I I I I li USE TOP REINF IF - REQD IN SCHED 2" CLR J U U e -� REF COLUMN SCHEDULE FOR COLUMN, BASE PL, AND ANCHOR BOLTS WATERPROOF BASE PL, ANCHOR BOLTS, AND COLUMN WITH ASPHALTIC MASTIC BELOW FF EL REF FDN PLANJN FF EL 1 1/2" NON -SHRINK GROUT BELOW COLUMN BASE PL PLACED IMMEDIATELY AFTER COLUMN IS PLUMBED, TYP 98'-8" COL BRG EL in PROVIDE THREE TIES WITHIN THE TOP 5" OF PEDESTAL REF 5-S2 FOR PEDESTAL SIZE AND REINF REF FDN PLAN AND SCHEDULE 2" CLR FOR FTG SIZE AND REINF —6 STANDARD ACI HOOK EA END TYP REF FDN PLAN TOF EL CLR REF 5-S2 W PLACE LEAN CONC FROM BO FOOTING TO FROST DEPTH IF FOOTINGS ARE PLACED DURING COLD WEATHER. REF SPECIFICATIONS FOR COLD WEATHER CONC REQUIREMENTS. CLR INTERIOR FOOTING COLUMN WITH PE2DESTAL 18 WITH J U 3" STANDARD ACI CONST JT WITH TYP'TYP f z M DIAMOND DOWELS -- (2) #4 CONT AT 16" OC, TYP o Z w a O �z 3„ F fig{ 3„ _- IZ U co CL Lo z+ 0 wd CLR G 1 3" 4C3L CLR 14 NOT USED WIDTH OF TRENCH DRAIN +1'-0" MIN n13 TRENCH DRAIN 3/4" = 1'-0" 043004 -- REF ARCH FOR STOREFRONT _ REFARCH REF ARCH FOR TOM EL - PRECAST CONC SILL PJF AND SEALANT CMU BOND BEAM WITH REF ARCH (1) #5 CONT REF SLAB PLAN FOR SLAB REINF DIAMOND DOWELS REF CMU WALL REINF 2 -p AT 16" OC DIAGRAM #3 DOWELx4'-0" AT 3'-4" OC 2'-p" REF ARCH FOR PAVING jk REF ARCH �i----_ REF FDN PLAN TOC EL FF EL ------- I PJF AND SEALANT (1) #5 CONT m REF ARCH >1 1 o ac _ SOLID GROUT ALL CELLS = w o PROVIDE HORIZ REINF~ z BELOW GRADE a- w o M 0 AS INDICATED IN CMU o o cl) a 3" WALL REINF DIAGRAM LEVELING MORTAR BED CE fy w CLR TYP BELOW FIRST COURSE o m w z >w Df REF FDN PLAN AND SCHEDULE w _ L' FOR FTG SIZE AND REINF z w REF FDN PLANjk ir TOF EL 1 E_ ~ 1 to 3" CLR 3" CLR 2 Jf ih W OTHER INCOME WALL SECTION R SLAB AT 9 3/4"=1'-0" 043004 52-014.195 �/ 3/4" 2" REF ARCH DRAWINGS FACE OF FREEZER PLASTIC TRANSITION STRIP I REF GROCERY VARIES 6 REF ARCH L1 1/2x1 1/2x1/4 CONT AT PERIMETER DRAWINGS WITH 1/4" DIA x 0'-4" HSA AT 6" OC #3x4'-0" DOWELS 2 -0 AT 18" OC Oj REF SLAB PLAN N FOR SLAB REINF REF FDN F e 0 REF ARCH DRAWINGS wo #4 CONT FOR SIZE AND z a LOCATION OF PVC PIPE o ir• _:. z i% ��� ------------------ 00 M_ ii ��1 #4 AT 18° OC N WITH MATCHING ul CORNER BARS -------------------- WATERSTOP a STOR S2-022 1 3/4" = 1'-C REF ARCH Q E CMU BEYOND SLIDING DOOR REF ARCH #4 AT 16" OC EW SLOPE -N Ie e SLAB TURNDOWN ON > THREE SII ES TYP 3" (2) #4 CONT WITH CLR CORNER BARS 1'-0° ASTM C-33 #57 GRADED CRUSHED STONE OR EQUAL REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED. VESTIBULE STOOP 013004 (4) 2x12 PRESSURE TREATED LUMBER 1 7 1 REF SPECIFICATIONS FACE OF FREEZER I FOR RIGID INSULATION PJF AND SEALANT NOTE: 10 MIL POLYETHYLENE CONTRACTOR SHALL REF ARCH i VAPOR RETARDER MAINTAIN TIGHT JOINT #3x4'-0" DOWELS AT 3'-4" OC—� 2'-0" o I N IOP 5 I N SU S2-012 3/4" = 1'- WITH TAPED JOINTS BETWEEN WOOD BLOCKING AND SLAB TURNDOWN. I ill -4 WATERSTOP REF SLAB PLAN FOR SLAB REINF CONC SUBSLAB CONC SUBSLAB REF FDN PLAN/` TOF EL (2) #4 CONT WITH CORNER BARS 8„ REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED. pFREEZER SLAB 1" REF ARCH DRAWINGS PLASTIC TRANSITION STRIP REF GROCERY (2) 2x12 PRESSURE TREATED LUMBER REF SPECIFICATIONS FOR RIGID INSULATION 10 MIL POLYETHYLENE VAPOR RETARDER WITH TAPED JOINTS I 4 #4 AT 16" OC 1'-6" TED 043004 FREEZER SLAB 022202 S2-023 -1/2" DIA x 2'-0" SMOOTH DOWELS AT 16" OC (3 MIN) CENTERED ON JOINT WITH GREASE ON ONE END - REF SLAB PLAN FOR SLAB REINF _ REF FDN PLAN FF EL 00 -#3x4'-0" DOWELS AT 16" OC (3 MIN) I N -(1) #5 CONT LAP WITH REINF IN BOND BEAM BEYOND REF FDN PLAN/ -6 TOF EL NOTE: DOWELS MUST BE LEVEL AND SQUARE WITH JOINT. S2-011 50= m CONSTRUCT CMU PILASTER IN RUNNING BOND. CL OF COLUMN AND FOOTING PROVIDE VERT REINF AT CORNERS. REF CMU WALL 8" CMU PILASTER REINF DIAGRAM FOR VERT 1 1/2" NON -SHRINK GROUT REINF SIZE AND SPACING > BELOW COLUMN BASEPLATE BETWEEN CORNERS I I PLACED IMMEDIATELY AFTER REF COLUMN SCHEDULE COLUMN IS PLUMBED, TYP FOR COLUMN, BASE PLATE it AND ANCHOR BOLTS 3/4" CHAMFER, TYP I I PJF AND SEALANT REF ARCH, TYP N REF ARCH FOR PAVING x VARIES REF ARCH (2) #5 EQ SPACED EA SIDE, TYP #3 TIES AT 24" OC REF FDN PLAN AND SCHEDULE FOR FTG SIZE AND REINF ' I 4 3„ 3" CLR CLR W S2-024 PJF AND SEALANT REF ARCH DIAMOND DOWELS AT 16" OC Of 0 a-, a a' ww 0 O r0 co [If o � z z� w -w 0o J (n < _Qf ww Z ww 0 =w U Lj 3m REF ARCH TOM EL BOND BEAM WITH (1) #5 CONT 8" CMU WALL WITH #4 AT 48" OC AT CL OF WALL w U J d a DIAMOND DOWELS AT J 24" OC CENTERED d. ON JOINT N y ■ INTERIOR 11J 3/4" = 1'-0" 7 IJLnu n 1 3/4" = 1'-0" I- EDC BY OTHERS REF ARCH FOR MTL STUD FRAMING 1/4" DIA TAPCON ANCHOR WITH 1 3/4" MIN EMBEDMENT AT 12" OC STAGGERED #4 DOWEL MATCHING VERTICAL WALL REINF WITH STD ACI 90' HOOK AS SHOWN (2) #5 CONT WITH MATCHING CORNER BARS 2'-0" 1'-4" 2'-0" 013004 REF ARCH CMU BEYOND PJF AND SEALANT REF ARCH---------. SLOPE SLAB TURN DOWN ON THREE SIDES TYP 1 -0 ASTM C-3-' GRADED CR STONE OR S2-013 REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED. :N I N G WITH STOOP 013004 L4x4x3/8xO'-4" (4 LOCATIONS AT 3 EQ SPACES EA SIDE OF EDC) RESAW CONSTRUCTION JOINT 1/8" x T/4 DEEP TO PRODUCE VERTICAL SIDE WALL AND HORIZONTAL SHELF TO SUPPORT JOINT FILLER NOTE: DOWELS MUST BE LEVEL AND SQUARE WITH JOINT. 0 DIAMOND DOWELS NTAT 24" OC__Z S2-018 113CONSTRUCTION JOINT (CONST JOINT) -1/2" DIA x 2'-0" SMOOTH DOWELS AT 16" OC (3 MIN) CENTERED ON JOINT WITH GREASE ON ONE END - REF SLAB PLAN FOR SLAB REINF REF FDN PLAN FFEL 00 -#3x4'-0" DOWELS 2-0 AT 16" OC (3 MIN) cI F -(1) #5 CONT LAP WITH REINF IN BOND BEAM BEYOND REF FDN PLAN TOF EL NOTE: DOWELS MUST BE LEVEL AND SQUARE WITH JOINT. S2-010 X1/2" DIA A307 THREADED RODS WITH EPDXY ADHESIVE WITH 2 1/2" EMBEDMENT EDC TO SLAB ATTACH 3 1 1/2" = 1'-0" 022202 PJF AND SEALANT #4 AT 16" OC EW REF ARCH N J I ° REF FDN SUBSURFACE PREPARATION NOTE FOR UNDERSLAB REQUIREMENTS (2) #4 CONT WITH 3" 3" CORNER BARS CLR CLR n u 3/4" = 1'-0" .OMPACTOR 043004 S2-019 SAWCUT CJ FILL WITH JOINT FILLER AT EXPOSED JOINTS AND FILL WITH 1/8" SUBFLOOR FILLER UNDER TILE AND CARPET, REF SPECIFICATIONS 1/8" x T/4 DEEP SAWCUT CONTRACTION JOINT FOR WET CUTTING OR EARLY ENTRY SAW CUTTING - -- 3" REF SLAB PLAN CL FOR SLAB REINF A CONTRACTION JOINT (CJ) 1 CON CR ETEQ43SLAB J01 N TS w0 o< 0 (nK 2WFZU Wz< D O W Na ZWW zLIK w a'mo'<ww�zcW*ro � aQp$o a �zw,nN< whom a a'z o'8 wwwox"< O 3WzwFavWi��azooz a z < Q zN0"Nizz�.i Wao�F<p3 o w U Z N J D wz �� Fww�=S�-w Q. F --W �s2KfW/1 O� 2-2mg z�aozwzwwnp U) Fri N<< l <W<KK<1- JNF #4 AT 18" OC WITH J U em_ A m oar STANDARD ACI HOOK z M It -- (2) #4 CONT mi m o #4 AT 18" OC 3„ F fig{ 3„ CL CLR G a REFRIGERATION PIT Ob a z AT EXTERIOR WALL Z % 1 " z 0.O O U ti 52726 / 3/4" = 1'-0" 043004 — CL OF TRENCH o o DRAIN AND Imo— CL OF TRENCH THICKENED SLAB #4 AT 16" OC TRACK AND GROUT TO REF FDN PLAN FOR w BE PROVIDED AND TRENCH LOCATION INSTALLED BY WAL-MART. (2) #4 CONT (4) #4 CONT -1N AT DRAIN #4 AT 16" OC 34' I 34 1'-0" 1'-0" Try„ 1'-6" STOR S2-022 1 3/4" = 1'-C REF ARCH Q E CMU BEYOND SLIDING DOOR REF ARCH #4 AT 16" OC EW SLOPE -N Ie e SLAB TURNDOWN ON > THREE SII ES TYP 3" (2) #4 CONT WITH CLR CORNER BARS 1'-0° ASTM C-33 #57 GRADED CRUSHED STONE OR EQUAL REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED. VESTIBULE STOOP 013004 (4) 2x12 PRESSURE TREATED LUMBER 1 7 1 REF SPECIFICATIONS FACE OF FREEZER I FOR RIGID INSULATION PJF AND SEALANT NOTE: 10 MIL POLYETHYLENE CONTRACTOR SHALL REF ARCH i VAPOR RETARDER MAINTAIN TIGHT JOINT #3x4'-0" DOWELS AT 3'-4" OC—� 2'-0" o I N IOP 5 I N SU S2-012 3/4" = 1'- WITH TAPED JOINTS BETWEEN WOOD BLOCKING AND SLAB TURNDOWN. I ill -4 WATERSTOP REF SLAB PLAN FOR SLAB REINF CONC SUBSLAB CONC SUBSLAB REF FDN PLAN/` TOF EL (2) #4 CONT WITH CORNER BARS 8„ REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED. pFREEZER SLAB 1" REF ARCH DRAWINGS PLASTIC TRANSITION STRIP REF GROCERY (2) 2x12 PRESSURE TREATED LUMBER REF SPECIFICATIONS FOR RIGID INSULATION 10 MIL POLYETHYLENE VAPOR RETARDER WITH TAPED JOINTS I 4 #4 AT 16" OC 1'-6" TED 043004 FREEZER SLAB 022202 S2-023 -1/2" DIA x 2'-0" SMOOTH DOWELS AT 16" OC (3 MIN) CENTERED ON JOINT WITH GREASE ON ONE END - REF SLAB PLAN FOR SLAB REINF _ REF FDN PLAN FF EL 00 -#3x4'-0" DOWELS AT 16" OC (3 MIN) I N -(1) #5 CONT LAP WITH REINF IN BOND BEAM BEYOND REF FDN PLAN/ -6 TOF EL NOTE: DOWELS MUST BE LEVEL AND SQUARE WITH JOINT. S2-011 50= m CONSTRUCT CMU PILASTER IN RUNNING BOND. CL OF COLUMN AND FOOTING PROVIDE VERT REINF AT CORNERS. REF CMU WALL 8" CMU PILASTER REINF DIAGRAM FOR VERT 1 1/2" NON -SHRINK GROUT REINF SIZE AND SPACING > BELOW COLUMN BASEPLATE BETWEEN CORNERS I I PLACED IMMEDIATELY AFTER REF COLUMN SCHEDULE COLUMN IS PLUMBED, TYP FOR COLUMN, BASE PLATE it AND ANCHOR BOLTS 3/4" CHAMFER, TYP I I PJF AND SEALANT REF ARCH, TYP N REF ARCH FOR PAVING x VARIES REF ARCH (2) #5 EQ SPACED EA SIDE, TYP #3 TIES AT 24" OC REF FDN PLAN AND SCHEDULE FOR FTG SIZE AND REINF ' I 4 3„ 3" CLR CLR W S2-024 PJF AND SEALANT REF ARCH DIAMOND DOWELS AT 16" OC Of 0 a-, a a' ww 0 O r0 co [If o � z z� w -w 0o J (n < _Qf ww Z ww 0 =w U Lj 3m REF ARCH TOM EL BOND BEAM WITH (1) #5 CONT 8" CMU WALL WITH #4 AT 48" OC AT CL OF WALL w U J d a DIAMOND DOWELS AT J 24" OC CENTERED d. ON JOINT N y ■ INTERIOR 11J 3/4" = 1'-0" 7 IJLnu n 1 3/4" = 1'-0" I- EDC BY OTHERS REF ARCH FOR MTL STUD FRAMING 1/4" DIA TAPCON ANCHOR WITH 1 3/4" MIN EMBEDMENT AT 12" OC STAGGERED #4 DOWEL MATCHING VERTICAL WALL REINF WITH STD ACI 90' HOOK AS SHOWN (2) #5 CONT WITH MATCHING CORNER BARS 2'-0" 1'-4" 2'-0" 013004 REF ARCH CMU BEYOND PJF AND SEALANT REF ARCH---------. SLOPE SLAB TURN DOWN ON THREE SIDES TYP 1 -0 ASTM C-3-' GRADED CR STONE OR S2-013 REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED. :N I N G WITH STOOP 013004 L4x4x3/8xO'-4" (4 LOCATIONS AT 3 EQ SPACES EA SIDE OF EDC) RESAW CONSTRUCTION JOINT 1/8" x T/4 DEEP TO PRODUCE VERTICAL SIDE WALL AND HORIZONTAL SHELF TO SUPPORT JOINT FILLER NOTE: DOWELS MUST BE LEVEL AND SQUARE WITH JOINT. 0 DIAMOND DOWELS NTAT 24" OC__Z S2-018 113CONSTRUCTION JOINT (CONST JOINT) -1/2" DIA x 2'-0" SMOOTH DOWELS AT 16" OC (3 MIN) CENTERED ON JOINT WITH GREASE ON ONE END - REF SLAB PLAN FOR SLAB REINF REF FDN PLAN FFEL 00 -#3x4'-0" DOWELS 2-0 AT 16" OC (3 MIN) cI F -(1) #5 CONT LAP WITH REINF IN BOND BEAM BEYOND REF FDN PLAN TOF EL NOTE: DOWELS MUST BE LEVEL AND SQUARE WITH JOINT. S2-010 X1/2" DIA A307 THREADED RODS WITH EPDXY ADHESIVE WITH 2 1/2" EMBEDMENT EDC TO SLAB ATTACH 3 1 1/2" = 1'-0" 022202 PJF AND SEALANT #4 AT 16" OC EW REF ARCH N J I ° REF FDN SUBSURFACE PREPARATION NOTE FOR UNDERSLAB REQUIREMENTS (2) #4 CONT WITH 3" 3" CORNER BARS CLR CLR n u 3/4" = 1'-0" .OMPACTOR 043004 S2-019 SAWCUT CJ FILL WITH JOINT FILLER AT EXPOSED JOINTS AND FILL WITH 1/8" SUBFLOOR FILLER UNDER TILE AND CARPET, REF SPECIFICATIONS 1/8" x T/4 DEEP SAWCUT CONTRACTION JOINT FOR WET CUTTING OR EARLY ENTRY SAW CUTTING - -- 3" REF SLAB PLAN CL FOR SLAB REINF A CONTRACTION JOINT (CJ) 1 CON CR ETEQ43SLAB J01 N TS w0 o< 0 (nK 2WFZU Wz< D O W Na ZWW zLIK w a'mo'<ww�zcW*ro � aQp$o a �zw,nN< whom a a'z o'8 wwwox"< O 3WzwFavWi��azooz a z < Q zN0"Nizz�.i Wao�F<p3 o w U Z N J D wz �� Fww�=S�-w Q. F --W �s2KfW/1 O� 2-2mg z�aozwzwwnp U) Fri N<< l <W<KK<1- ISSUE BLOCK 11 /17 j'fl4 CCD #2 /2\ 12/16/04 CCD #5 CHECKED BY: U ® JNF 0 - DKS FILE NAME: em_ A m oar PROTO CYCLE: 062504 z M 081104 mi m o C F fig{ 3 w U L,^+�` a� a U G a m Ob a z Oz ? o Z " z 0.O O U ti Um V ISSUE BLOCK 11 /17 j'fl4 CCD #2 /2\ 12/16/04 CCD #5 CHECKED BY: U ® JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 04 o C 3 w U L,^+�` a� a U G a m Ob a \ Oz G `moi t-1 Li 02 o o w z 0.1 0 ISSUE BLOCK 11 /17 j'fl4 CCD #2 /2\ 12/16/04 CCD #5 CHECKED BY: U ® JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 "-u' � � T C 04 o wv 3 w U a� a U G u a m Ob a \ J G FOUNDATION DETAILS SHEET: 1 S2.1 O o N p a uaN O= OTE: CONCRETE CURBS ARE TO BE FORMED OTE: CONCRETE CURBS ARE TO BE FORMED FoYv FTER WALLS, COOLERS, ETC ARE IN PLACE, AFTER WALLS, COOLERS, ETC ARE IN PLACE, <n< W7 SING FACE OF WALL OR BOX AS SIDE FORM; JSING FACE OF WALL OR BOX AS SIDE FORM; OWE jE D ROVIDE WATERPROOFING PER 11-GA5 ROVIDE WATERPROOFING PER 11-GA5 woo <cxi 4" DIAMETER DOOR OPENING WIDTH + CORE -DRILLED PIPE COOLER BOX AND r-3" 4" DIAMETER BOLLARD; REF 8-GA5 DOOR BY OWNER CORE -DRILLED PIPE BOLLARD; REF 8-GA5 EQUAL EQUAL o I w rr'i oa oo> co �' co w�jt-o . aaa ����1qw 1/4" SEALANT JOINT O in- / \ 6" x 6" CONCRETE CURB; ° i -, �O L` NVWEE REF 11-GA5 AND FLOG Z 3a oyo'oIN) 00o$F-o C RPLANS FOR EXACT --� - J O 0� mopa zoos<zz< PAINT COLUMN WITH LOCATION COOLER FREEZER BOX AND Q zm v'w lea oro!a W�c EPDXY PAINT TO \ 4 2 DOOR BY OWNER �zi3 www �w 2' / J #a yW F�KNU�pN..l mzz �HSwo ( MATCH ADJACENT 4" DIAMETER PIPE F NmooH out GYPSUM BOARD BOLLARD CORE -DRILLED �� z �szsmfa�� C WALL ❑ AT COOLERS PER 6„ x 6" CONCRETE CURBS: �nz�aa5�a$iarcmap 8-GA5 AND BOLT REF 11-GA5 AND FLOOR ( } 1/4" SEALANT JOINT MOUNTED AT FREEZERS PLANS FOR EXACT LOCATION DIAMETER PIPE BOLLARD \ / PER 10-GA5 CORE -DRILLED AT COOLERS C 3/4" X 3" (KORLYTE) PLASTIC 3/4" X 3" (KORLYTE) PLASTIC PER 8-GA5 AND BOLT J -MOLD TRANSITION STRIP AT TRANSITION STRIP AT MOUNTED AT FREEZERS PER ( PERIMETER OF FREEZER; REF PERIMETER OF FREEZER; REF 10-GA5 GYPSUM BOARD TO 1-GA5 1-GA5 ( BE FLUSH CO WITH SINGLE ACTING COOLER/FREEZER Z NOT USED (� Q NOT USED COLUMN AT UTILITY COOLER FREEZER DOOR SLIDING DOOR 1 9 18 1 7 1"=1'-0" 043004 C\GA050-017-f 1 6 1/2"=1'-0" 102502 C\GA050-016-F 1 5 1/2"=1'-0" 092801 C\GA050-015-F o U ROUND OFF TOP rn ti 4" DIAMETER PIPE BOLLARD, NOTE: REFERENCE GROCERY WASTE AND FILL WITH CONCRETE VENT PLANS FOR LOCATION OF VENTS 2" REQUIRING PROTECTIVE COVER; DISREGARD DETAIL IF NO REFERENCE IS FOUND STOCKROOM COOLER/FREEZER o N E--+ REFRIGERATED CASE 3/8" EXPANSION =_ FREEZER Q ) a BOLTS AT 48" OC STOCKROOM COOLER/FREEZER PREMANUFACTURED FLOOR cO CONCRETE CURB � N a PAN HEAD SHEET METAL � G io COOLER/FREEZER G BOX � W OZ FREEZER/COOLER PANEL FINISHED OF SCREWS AT 12" OC ` SEALANT \ STEEL SLEEVE, WELD TO BASE /' N PLATE; GROUT FILL AROUND � OR STUD WALL Q� rn 1/8" BENT STEEL PIL BOLLARD 2' E-3 L'J � CONT VERTICAL TO / PREMANUFACTURED � 2 "� 1--1 o COVER PLUMBING VENT FREEZER/COOLER PANEL h E -.I Q o 25 GAUGE SS OR I I "~i ALUMINUM TRIM WITH MIN 6"x6' CONC CURB nl m i i 8 x 8" x 1/2" THK BASE I-- rn 1/4" RADIUS COVED EDGE WITH A SMOOTH i i EXPANSIONPLATE BOLTS/2 x4" LONG O BY REFRIGERATION HAND TROWEL FINISH „.�. f " _ f HUB DRAIN; REF PLUMBING 214 CONTRACTOR/ N 15 MIL VAPOR f� SILICONE SEALANT EXTERIOR CMU # ' io �' 4' w BARRIER CORNER OF WALL I z WALLi o �- DOOR JAMB QUARRY TILE 6" x 6" CONC CURB; #4 x 6" AT 24" OC 3/8" EXPANSION REF 11-GA5; LEAVE GAP FOR INTERIOR OF `v BOLTS AT 48" OC _ AT DRAIN �xj FREEZER BOX ONLY \ HUB DRAIN; REF PLUMBING PLAN PLAN AT DOOR REF 12-GA5 ISSUE BLOCK CASE TRIM DETAIL BOLT MOUNTED 11/17/04 CCD #2 14 ATD SERVICE\GACASE 13 PIPE PROTECTOR 12 CURB DFUNNEL DRAIN 11 CURB72602 C\GA050-011 1 p BOLLARDS928AT FREEZER 9 BOLLARD PLANS PREFABRICATED INSIDE AND OUTSIDE NOTE: FRP ON MOISTURE RESISTANT CORNERS; REF SPECS GYPSUM BOARD CORNERS OTHER THAN 90 DEGRESS FREEZER/COOLER PANEL DRILL 1/2" DIAMETER TO BE MADE WITH STRAIGHT BASE SILICONE SEALNT CONTINUOUS AT TOP POLYURETHANE SEALANT ALONG HOLE IN FACE OF BASE PIECES, FIELD MITERED AND AND BOTTOM OF PLYWOOD BACKING TOP AND BOTTOM EDGE OF BASE; ONLY TYP FASTENED WITH SS SCREWS 1" FROM BULL NOSE CERAMIC TILE ON MOISTURE POLYURETHANE SEALANT ALONG RESISTANT GYPSUM BOARD; REF SHEET REF SPECS EDGE. EDGES OF BASE TO BE SEALED :, DRILL 1/2" DIAMETER HOLE IN FACE OF "< TOP AND BOTTOM EDGE OF BASE; SHADED AREA INDICATES A WITH A POLYURETHANE SEALANT A7 FOR SIZE AND COLOR / POLYURETHANE SEALANT ALONG ENTIRE EDGE OF JOINT BASE ONLY DRILL 1 2 DIAMETER HOLE IN REF SPECS (FIRST LAYER OF BASE ONLY) FACE OF BASE ONLY * DRILL 1/2" DIAMETER HOLE IN ALONG EDGE OF BASE 'T ALL 1/2" x 8" H EXTERIOR GRADE (FIRST LAYER OF BASE ONLY) * * * FACE OF BASE ONLY JOINTS; REF SPECS I' PLYWOOD �I 1/2" x 8" H EXTERIOR GRADE * (FIRST LAYER OF BASE ONLY) (2) #10 x 1 5/8" SS SCREWS AT PLYWOOD SANITARY COVE BASE; ROUND OFF TOP 24" OC (2) #10 x 1 5/8" SS SCREWS REF SPECS TYP END CAP; REF SPECS (2) #10 x 1 5/8" SS SCREWS * * AT 24' OC CHECKED BY: ADHESIVE AT BACK AND BOTTOM OF AT 24" OC / DRAWN BY: nll�S ADHESIVE AT BACK AND BOTTOM 4" DIAMETER PIPE BOLLARD, INSTALL CERAMIC TILE BASE ADHESIVE AT BACK AND * / TAB (TYP) FILL WITH CONCRETE: CORE 1 4" ABOVE BASE I. BOTTOM OF BASE OF BASE DRILL ALL BOLLARDS / 8" H SANITARY COVE BASE; REF II I, * FILE NAME: 195-GA050 EXCEPT ON INTERIOR OF SPECIFICATIONS !I 8" H SANITARY COVE BASE; 8" H SANITARY COVE BASE; REF o POLYURETHANE SEALANT I' ? REF SPECIFICATIONS * ` * SPECIFICATIONS 1 PROTO CYCLE: 062504 FREEZER BOX: BOLLARDS TO ; BETWEEN TILE AND BASE; SCUFF EDGE OF BASE FOR BE INSTALLED AFTER WALLS GROUT REF SPECS I BONDING OF GROUT SCUFF EDGE OF BASE FOR * SCUFF EDGE BASE FOR 1,. [DOCUMENT DATE: 08/11/04 ARE ERECTED. REF 9-GA5 I BONDING OF GROUT x BONDING OF GRTYP FOR LOCATION IN RELATION QUARRY TILE; REF SHEET A1.1 QUARRY TILE; REF SHEET A1.1 AND A7 FOR LOCATIONS * * QUARRY TILE; REF SHEET A1.1 TO OUTSIDE CORNERS METAL STUD AND A7 FOR LOCATIONS AND A7 FOR LOCATIONS CONCRETE FLOOR SLAB SPLICER; REFS W X 1 5/8"SS SCREWS. o SPECS S TOPENETRATE N 8" DIAMETER CORE DRILL I f THROUGH A CONCRETE FILL BUTTON (TYP) ..<: BUTTON (TYP) BUTTON( ION(TYP) BUTTON (TYP) M —METAL STUD (6) #10 X 1 5/8" SS (6) #10 X 1 5/8" SS SECTION SCREWS. SCREWS TO SCREWS. SCREWS TO PENETRATE THROUGH TAB PENETRATE THROUGH TAB CORE SANITARY COVE SANITARY COVE SANITARY COVE BASE (SCB1, SC132) SANITARY COVE 8 DRILLED26DBOLLARD BASE ATCERAMIC GATILE 6 BASESCB1 022SCB2 OVERZRP 5 OVER FREEZER D2COOLER PANEL\GA050-005 4 BASE ACCESSORY DETAILS FACE OF FREEZER FACE OF FREEZER FACE OF FREEZER INSTALL (2) BEADS OF CONT SEALANT c PER PANEL MFR RECOMMENDATIONS c a INSTALL (2) BEADS OF CONT SEALANT INSTALL (2) BEADS OF CONT SEALANT 1 K t N REF FOUNDATION DETAILS PER PANEL MFR RECOMMENDATIONS PER PANEL MFR RECOMMENDATIONS 3/4" X 3" PLASTIC TRANSITION STRIP FOR SLAB AND REINFORCINGi (KORLYTE). ATTACH WITH #12x3" ZINC 2 " " PLASTIC TRANSITION STRIP COATED WOOD SCREWS AT 18" OC „ 1., v SCHEDULE 40 PVC REFRIG (2) 3/4" X 3" PLASTIC (KORLYTE) 3/4 X 3 REF FLOOR PLANTUNNELS; SET TOP OF TRANSITION STRIP . ATTACH WITH #12x3" (KORLYTE). ATTACH WITH #12x3" ZINC STAGGERED AND CONSTRUCTION ADHESIVE ° PVC AT 6" BELOW FF AND CONC FLOOR SLAB ZINC COATED WOOD SCREWS AT 18" OC COATED WOOD SCREWS AT 18" OC = N a STAGGERED AND CONSTRUCTION ADHESIVE STAGGERED AND CONSTRUCTION ADHESIVE = m SLOPE DOWN 1" PER 20' (2) 2x12 PRESSURE TREATED TOWARDS RISERS; REF TRENCH SUBSURFACE TO 2" SCHEDULE 40 PVC REFRIGERATION BLOCKING AT PERIMETER - SPOT ELEVATIONS ON BELOW BOTTOM OF PVC; FILL TUNNELS; SLOPE DOWN 1" PER 20' (4) 2x12 PRESSURE TREATED L GROCERY FLOOR PLANS. WITH GRANULAR MATERIAL TOWARDS RISERS; REF SPOT SUB SLAB REF > BLOCKING AT PERIMETER (2) 2x12 PRESSURE TREATED OUTSIDE FACE - ELEVATIONS ON GA1 AND GA1.1 BLOCKING AT PERIMETER OF FREEZER STRUCTURAL DRAWINGS f C ivg z e _ EMS CONDUIT (REF ' E jj GROCERY ELEC) EXTRUDED POLYSTYRENE EXTRUDED POLYSTYRENE EXTRUDED POLYSTYRENE t 3 z co RIGID INSULATION (2 LB RIGIDINSULATION (2 LB RIGID INSULATION (2 LBS s m V) PER CUBIC FOOT DENSITY) PER CUBIC FOOT DENSITY) PER CUBIC FOOT DENSITY) s c p I II +3I I o � " •LEI A � I _ E I1=� GROCERY W o_='€mm� DETAILS Wl V) o _ I _T _ rvIE€ I € jj€€ I i-ii� €€ (I iiI I 6 MIL POLYETHYLENE 1 -1 8 6 MIL POLYETHYLENE I a _ I f I I I 1 I - I —I I VAPOR RETARDER WITH - 6 MIL POLYETHYLENE VAPOR RETARDER WITH I Nom_ — ._ �_<, i (V TAPED JOINTS VAPOR RETARDER WITH TAPED JOINTS co ' t`"". "'" I.-- 1 [µ_ (I PREFAB FIBERGLASS ACCESS ELECTRICAL CONDUIT 11" SUBSURFACE; REF FDN TAPED JOINTS E _ +{ ml��I II° PIT FORM AND ANCHORING FOR REFRIGERATED SUBSURFACE PREP NOTE Z —i ? , - I I 1 - 1 i 1_-__I (I l ASSEMBLY. REFER TO CASES TYP REF FOUNDATION PLAN •• � SPECIFICATION SECTION 03312. INSULATED FREEZER INSULATED FREEZER FOR SLAB AND REINF REFRIGERATION PITREFRIGERATION TRENCH SLAB AT EXTERIOR WALL SLAB AT EXTERIOR WALL INSULATED FREEZER PAD N g 1"=1'-0" 092801 C\GA050-003 2 3/4"=1'-0" 092801 C\GA050-002 1 B 3/4"=1'-O" 092702 C\GA050-001-B 1 A 3/4"=1'-0" 092702 C\GA050-001-A 1 3/4"=1'-0" 102502 C\GA050-001 SHEET: GA5 z.. c c d �c c �c 0 0 L a Lr U C D c SIM R/A FILL SPACE BETWEEN DECK FLUTES WITH EXPANDING FOAM SEALANT ri IFj II ` ---------------------' ' I It O 0._zI r ----- f\ S EXHAUST HOOD r — -- I 1 < c I I I � { ------------ SECTION m i 08/11/04 f II I II I 11 I O Y V = it I II I II 1 II I EDC o I II I II 911 =N I 11 I it I <S GB4AK II I PIP M - it z I II I Z II I it I ^J II = I Ld Of I r I II I ri IFj II ` ---------------------' ' I It O 0._zI i f\ S EXHAUST HOOD r — -- I 1 < c I I I � I SECTION m M. 6" METAL STUD AT EACH SIDE OF TUBE ATTACHED WITH #5 SELF -TAPPING SCREWS AT 12" OC 3"x3"x3/16" TUBE STEEL; CORE DRILL SLAB AND SET TUBE STEEL WITH EPDXY GROUT TO 24" BFF 1/2" GYPSUM BOARD NOTE: REF SHEET A7 FOR FINAL FINISHES 6" PLAN AT f 3"=1'-0" 08303 LIGHT FIXTURE; REF ELECTRICAL t At-t�tTWEEN STUDS WITH 6" METAL TRACK INSTALL SYMMETRICAL 45' REFLECTORS 1' ' RN AIR UNIT TO BE CONCEALED BEHIND FASCIA PANEL SIGNN NST' LAS ION PREFABRICATED FASCIA PANEL; PANEL, HANGERS AND BRACING TO STRUCTURE FURNISHED AND INSTALLED BY KYSOR PANEL SYSTEMS 1/2" GYPSUM BOARD; SEAL TIGHT AROUND DUCTWORK 2x4 USDA APPROVED LAY—IN CEILING 1/2" GYPSUM BOARD; TAPE AND BED REQUIRED ON EDC SIDE AT RETURN AIR WALLS ONLY GROCERY SALES 900 6" x 20 GAUGE METAL STUDS AT 24" OC CONT STRIP OF 6" THICK BATT INSULATION ATTACHED TO BACK OF CASE BY REFRIGERATION CONTRACTOR --- REFRIGERATED CASE BY WAL-MART HOLD GYPSUM BOARD 8" OFF FINISH FLOOR Nub CERAMIC TILE ON 1/2" MOISTURE RESISTANT GYPSUM BOARD (SINGLE ROW); REF SHEET A7 FOR TILE SIZE i SEALANT FRP J -MOLD NOTE: REF 8-GA4 FOR PLAN AT HALF WALL YY/1I_LI VI M I I IT,LLI TVl1L1 C\GA040-008 3'1 053003 GA040-007 BULLNOSE CERAMIC TILE ON 1/2" PLYWOODi 1/2" CEMENT BOARD BEHIND EXHAUST HOOD; CONT 18" EACH SIDE OF HOOD 6" METAL STUD AT 16" OC 6" METAL STUD WALL TILE ON 1/2" MOISTURE RESISTANT GYPSUM BOARD CERAMIC TILE ON 1/2" MOISTURE RESISTANT GYPSUM BOARD; REF BULLNOSE EDGE ON SHEET A7 FOR TILE SIZE TILED CORNERS (TYP.) o FRP ON 1/2" MOISTURE i RESISTANT GYPSUM BOARD ROTISSERIE; REF GA2 6" METAL STUDS AT 16" OC 0._zI a f\ S EXHAUST HOOD r — -- I 1 < c I I I a 0 SECTION CSECTION a <ww 08/11/04 f a O Y V = Fo o I W�W� FS` GDELI =N oow 1/2" GYPSUM BOARD 6 11 VIN /-0%531003 1 IN l/ 11%`% I )1LL.. 1/2"=1'-0" 053003 C\GA040-006 1L 1 CERAMIC TILE ON 1/2" MOISTURE RESISTANT GYPSUM BOARD — (SINGLE ROW) " DELI PREP L-1 _ 902 FRP ON 1/2" MOISTURE RESISTANT GYPSUM BOARD I OH 6 -i SECTION AT300MEAT CAGSES ` 3 SECTION ATDDBAKERY CASES (�1 2'-11" GROCERY SALES 900 O i rn I m 5'-0" LIGHT FIXTURE; REF ELECTRICAL INSTALL SYMMETRICAL 45' REFLECTORS `—SIGN INSTALLATION PREFABRICATED FASCIA PANEL PANEL, HANGERS AND BRACING TO STRUCTURE FURNISHED AND INSTALLED BY KYSOR PANEL SYSTEMS 2x4 USDA APPROVED LAY -IN CEILING BULLNOSE CERAMIC TILE ON 1/2" PLYWOOD CERAMIC TILE ON 1/2" MOISTURE RESISTANT GYPSUM BOARD 6" METAL STUDS AT 16" OC 6" PLASTIC BASE CED 0._zI a C a a a 0 SECTION CSECTION a <ww 08/11/04 f a O Y V = Fo QMQ W�W� FS` GDELI =N oow <S GB4AK 5'-0" LIGHT FIXTURE; REF ELECTRICAL INSTALL SYMMETRICAL 45' REFLECTORS `—SIGN INSTALLATION PREFABRICATED FASCIA PANEL PANEL, HANGERS AND BRACING TO STRUCTURE FURNISHED AND INSTALLED BY KYSOR PANEL SYSTEMS 2x4 USDA APPROVED LAY -IN CEILING BULLNOSE CERAMIC TILE ON 1/2" PLYWOOD CERAMIC TILE ON 1/2" MOISTURE RESISTANT GYPSUM BOARD 6" METAL STUDS AT 16" OC 6" PLASTIC BASE CED W ui oa oo� Wz''=40€N ZON � O �R"oJ�Xo>N�m L as'z a�4"'rc �c'aQ Z a4 �'oN�owc~io wi..ws ag wonNz w'o ado oa QZ N w z yFy� E w LL Q pp c3 QN I,KFwKfnUjO�w`1� F Nin'��z�aoo w`` k' w woo � ma¢¢a�- T 0._zI a C a a a 0 PROTO CYCLE: 0 a <ww 08/11/04 f a O Y V = Fo QMQ W�W� FS` pwF =N oow <S o VI 'L Q V W ui oa oo� Wz''=40€N ZON � O �R"oJ�Xo>N�m L as'z a�4"'rc �c'aQ Z a4 �'oN�owc~io wi..ws ag wonNz w'o ado oa QZ N w z yFy� E w LL Q pp c3 QN I,KFwKfnUjO�w`1� F Nin'��z�aoo w`` k' w woo � ma¢¢a�- T ISSUE BLOCK 1 11/17/04 CCD #2 01/24/05 CCD #8 CHECKED BY: 0._zI � Q0 r� Oz W C a a FILE NAME: 195 -GA 40 PROTO CYCLE: 0 DOCUMENT DATE: 08/11/04 f cl) w � � a PIP M - z N 0 0 ISSUE BLOCK 1 11/17/04 CCD #2 01/24/05 CCD #8 CHECKED BY: DRAWN BY: FILE NAME: 195 -GA 40 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 GROCERY WALL SECTIONS SHEET: A 4 G / \ 1 - N ^J c. = r_ v V. N J c s a? C m 2 GROCERY WALL SECTIONS SHEET: A 4 G / \ 1 Iii 1i€ i It 19i I �[ i i [ II i II[ S ?i� iii O I N E `oo a M N -z (V g O I DAIRY COOLER 922 --------------- ----------------� j 7 1 I 1 IIIII 1 i -"� unl 1 r IIIII ; 1 IIIII a � � U < 1 1 Hill i 1 mu I I 1 _-- IIIII IIIII 1 I 1-�- IIIII 1 1 IIIII 1 1 IIIII I 1 IIIII 1 1 Ilnl I 1 IIIII 1 1 I IIIII i I��� I z ^C-------_` Hill Ll Iii Z�\ W y t r I I COOLER PANEL BY OWNER GROCERY SALES 900 METAL FLASHING AND SEALANT BY REFRIGERATION CONTRACTOR COOLER BOX MFR TO COORDINATE SIZE OF OPENING WITH REFRIGERATED CASE MFR REFRIGERATED CASE BY WAL-MART 0 r r r SECTION AT DAIRY CASES 3/4"=1'-0" 033001 C\GA041-004 3 DAIRY COOLER 922 GROCERY SALES 900 4"=1 032803 COOLER PANEL BY OWNER COOLER BOX MFR TO COORDINATE SIZE OF OPENING WITH GLASS DOOR MFR 6" H PLASTIC BASE B6 1- 003 1 1 I VI V Pl I IVI Li! I Vf'tJL. 3/4"=1'-0" 092801 C\GA040-004 W yYoa oo> K W'+y Qzzwo 0Za WO SS y w Z-��¢OFN Z -F 1Q 80O oawwwi��w 0 g O� adz oac�i€"a�mffilna> Z 0081 woor aw€fim 19; <05 Oy�w OOoOF-o ff Ua�w OOlD,O <,z< Q zy zWLiwwo aS< J Qa NKmwKNU>z N< � oz �r WFE�+E O¢w d SFSS0 OF F-- Olk�roo��O�Oa�� <rwi��d�¢a� 0 In O FILE NAME: 195-GAO41 PROTO CYCLE: r -I N �o p a � � U < 0= O Y F <n< Om1w -w U� l <x <o wlnm av W yYoa oo> K W'+y Qzzwo 0Za WO SS y w Z-��¢OFN Z -F 1Q 80O oawwwi��w 0 g O� adz oac�i€"a�mffilna> Z 0081 woor aw€fim 19; <05 Oy�w OOoOF-o ff Ua�w OOlD,O <,z< Q zy zWLiwwo aS< J Qa NKmwKNU>z N< � oz �r WFE�+E O¢w d SFSS0 OF F-- Olk�roo��O�Oa�� <rwi��d�¢a� ISSUE BLOCK _101/24/051 CCD #8 CHECKED BY: DRAWN BY: In O FILE NAME: 195-GAO41 PROTO CYCLE: r -I DOCUMENT DATE: 08/11/041 O 1rr1r��`ii � W c - - W ~i O O O cc Iii C W y t CG O ti ISSUE BLOCK _101/24/051 CCD #8 CHECKED BY: DRAWN BY: FILE NAME: 195-GAO41 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/041 U C c C c v c - - v. - c C y t { 4 z a m - SHEET: GA4.1 IN r2 d UNISTRUT ABOVE GENERAL NOTES 1. UNISTRUT CHANNEL RUN PERPENDICULAR BETWEEN JOISTS ATTACH TO TOP OF THE BOTTOM CHORD OF JOISTS WITH 1/8" FILLET WELD FOR LENGTH AVAILABLE. 2. UNISTRUT SHALL RUN CONTINUOUS FOR A MINIMUM OF 3 JOIST SPANS 3. ANY CONNECTION BETWEEN UNISTRUT PIECES TO FORM A CONTINUOUS CHANNEL SHALL BE MADE AT A JOIST 2 LI VI 1 I IIVV 1 1 "=1" 053003 1/4" CABLE OF FY=36KS1 OR GREATER. ATTACH TO UNISTRUT SUPPORT ABOVE W1TH CAB'ILE CLAMP. SWIVEL HANGER RACEWAY HANGER PVC CLOSURE STRIP CHANNEL JOINER 1 5/8" X 1 5/8" SOLID UNISTRUT P1000 SERIES CHANNEL PAINTED BLACK TO MATCH LIGHT FIXTURES GA050-002 1 1\"V 1._1 "1 1 1 1 1`" 1 t_/11 1 /4" = 1'-0" 053003 GA050-001 LJ N Oa 00, O 0h<ZZww OZQ w z D� OFKN 20� futjzo %<Oso00a 0<wu lJa �N2 nwn1w Wwmz jm <5 w Om wood FWWJZNm mF KU WZ Z 6LLUQj�U04-�.WLLWm O 3U dNKNWO0p6€Ct wF- 0a W F d 0 U d Z <Z, O Z Q N r�zw�ircw Oppwg 00 wmww� 'g�W, 4_ SOF _LL���Sxrciri Nw��ook"�O 1.1 r��aag�auwarca'a� ISSUE BLOCK CHECKED BY: DRAWN BY: FILE NAME: 195-5A051 PROTO CYCLE: 062504 G, 08/11/04 OCV d CD H CD a4 a w z Ww � C12 o � w w z as 0 ISSUE BLOCK CHECKED BY: DRAWN BY: FILE NAME: 195-5A051 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 _c 2 C a` GROCERY DETAILS SHEET: GA5.1 m O V i ENLARGED A8-1 CORRIDOR PLAN J 1 1/4"=1'-0" 092404 C\GA011-003-f 8'-2" FREEZER rl nnR I � N O v � t` ENLARG 2 SEAFOO 1 /4"=1'-0" ED D D 032902 1-002-f 0 I 0 18 1 /8"=1'-0 3 2 I I �- 4 I _ — _ — _ _ _ — _ 3.13 INTO -3" no ABOVE COOLER A3 STOCKROOM I jl sim I I I DAIRY 923 ABOVE COOLER I 9'13 MOP I 11 GAS SIM COOLER A3 FLORAL SINK 10I g22 DESK 27'-11" 1 6.04 98.50' 6.04 O O I N I N ----- I� ' 12" 6.05 - - ---- - --- - — --- 98.39' III I d --- 12" 6.05 --- - N 4j-013'-3" IIIII N N .� .,-\... �-�*�....�.,,.� �\...�� IIIII �_..�\.. �-��..w�..._...�\,..�-��,.....�~\.,.-.✓�, w-^M...�\�. M..�\.,,..� 44' i I I >12" 6.05 1 I I r� 7 III T I IIIII CV 0110 IIIII IIIII I N b IIIII � IIIII IIIII �` WI 44' i I I >12" 6.05 1 I I r� 7 III T I I SALES AREA 900 _IN I co SIM C) 0 I 0 17'-10" 1 FREEZER FLOOR 1'-1" L t � ° 3.13 19211 920 1 O O I Li CO w 0 Li w 9 x SP2 I I I I X15 I I 1 cAs/ 1 I 1 I I A31 1 I Id,,R ABOVE 9.10 COOLER STOCKROOM I I I X16 -9-1 -9 I, 4 L--- J I —A6 6.02 _ I - 3 GA1.1 !�A /-------- 16 4 I I � 1 M C CD STOCKROOM ; 917 N I 1 2—GA4.1 - I I 15 I ABOVE GA5 COOLER 12 A6 16 G3� 0 0 o o f I I I I I I I I I, to IIIII CV 0110 24tz I N b IIIII � IIIII IIIII �` WI p ' FI IIIII � I SALES AREA 900 _IN I co SIM C) 0 I 0 17'-10" 1 FREEZER FLOOR 1'-1" L t � ° 3.13 19211 920 1 O O I Li CO w 0 Li w 9 x SP2 I I I I X15 I I 1 cAs/ 1 I 1 I I A31 1 I Id,,R ABOVE 9.10 COOLER STOCKROOM I I I X16 -9-1 -9 I, 4 L--- J I —A6 6.02 _ I - 3 GA1.1 !�A /-------- 16 4 I I � 1 M C CD STOCKROOM ; 917 N I 1 2—GA4.1 - I I 15 I ABOVE GA5 COOLER 12 A6 16 G3� 0 0 o o f I I I I I I I I I, to MEAT C COOLER I I 916 II_ _ — - _ — _ — T T I C II r ________ Wr � I 1 I I I I 5'-1• I ��'' N — 1 M � I e — — — — — — — — — — O g l = OI M I I I I l Q'`w I � y I I II u- 1 I 1B—GA5 -- 2 E.4 UTILITY I ;� 912 I I I I I I 1 jI 1 � - — - — - - - - — - — - — - — - — - — - — - — - — - — -- - — - — - — \\ I N \\ I I I I L Lo 1 CV 0110 24tz � I't N b o WI p 4 FI a N � \ / i 0 I I = OI Wr U MEAT C COOLER I I 916 II_ _ — - _ — _ — T T I C II r ________ Wr � I 1 I I I I 5'-1• I ��'' N — 1 M � I e — — — — — — — — — — O g l = OI M I I I I l Q'`w I � y I I II u- 1 I 1B—GA5 -- 2 E.4 UTILITY I ;� 912 I I I I I I 1 jI 1 � - — - — - - - - — - — - — - — - — - — - — - — - — - — -- - — - — - — \\ I N \\ I I I I L Lo 032902 GA010-001-f 1 E 1 o . 2 N / N b I I i1 p 4 FI a N � \ / a I I a Z Wr l h ____ �GA1 ------__\�/----- p -w nww UK �x wNm QU h! A 032902 GA010-001-f 1 E V,J N OQ OOH¢¢ "-LLJ Z�a5D�41 2bIF wrK�(��O�w�Vi wtri6VV L aozw<'U'"'Sz�s�aa Z aLL8a�3o n w Do 0 O zw wp, zoo a<yoza Q ZN wzzwwRo F-a03 .a �—nn wgw4 �OzwaJ z Frw Fia`Iwcwi�00 aw EL o X54.0 N vwiO F=DowzorcUaD� 1 o . 2 11/17/04 N b 3 �E`•+O p 4 F a N � �I CO a a Z Wr h Lij p -w nww UK �x wNm QU V,J N OQ OOH¢¢ "-LLJ Z�a5D�41 2bIF wrK�(��O�w�Vi wtri6VV L aozw<'U'"'Sz�s�aa Z aLL8a�3o n w Do 0 O zw wp, zoo a<yoza Q ZN wzzwwRo F-a03 .a �—nn wgw4 �OzwaJ z Frw Fia`Iwcwi�00 aw EL o X54.0 N vwiO F=DowzorcUaD� ISSUE BLOCK 1 10/22/04 CCD #1 2 11/17/04 CCD #2 3 �E`•+O CCD #8 4 F CCD #18 �I CO a a O Lij tv o h! A co � QO ISSUE BLOCK 1 10/22/04 CCD #1 2 11/17/04 CCD #2 3 01/24/05 CCD #8 4 0&/x,/05 CCD #18 tv o h! A CHECKED BYl atl DRAWN BY: FILE NAME: 195—GA011 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 SHEET: GA1.1 atl y � e to tv o h! A E o a N QLm a � V a J E T e� G "✓a'. 4� f� bJ SHEET: GA1.1 a. REFRIGERATED CASE LEGEND N0. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL N0. SUPPUED BY INSTALLED BY FINAL CONNECT NOTES R03 72' M/D PRODUCE TYLER N6DL REF SPECIFICATIONS 2 5 R09 14' DELI PROMO ISLAND HILL PHOENIX ON3UM, ON3EM 5 R10 20' MEDIUM TEMP CAKE KYSOR 831 -UN 5 R14 6' SELF SERVICE SEAFOOD HILL PHOENIX 04UM 5 R17 55 REACH -IN FREEZER/ICE CREAM HILL PHOENIX ONRZH 5 R18 124 REACH -IN B213 FREEZER HILL PHOENIX ONRIZH 5 R20 24' 3 DECK DELI TYLER N3MG 5 R35 76' MED/LOW TEMP COFFIN TYLER NFJ/NFJE 5 R37 80' M/D FRESH MEAT HILL PHOENIX OHMH 5 R38 144' M/D DELI OR DAIRY HILL PHOENIX 05DM 5 R39 44' M/D DAIRY REAR LOAD HILL PHOENIX 05DR 5 R40 - NOT USED - - - R41 24' M/D BEER KYSOR D6L1-UN 5 R44 9 WRAP AROUND FLORAL FLORATECH RFCL 5 R46 - NOT USED - - - R60 28' SERVICE DELI TYLER TLD 5 R64 8' SELF/SERVE DELI/SALAD TYLER LPFDT 5 PRODUCE EQUIPMENT LEGEND NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL NO. SUPPLIED BY INSTALLED BY FINAL CONNECT NOTES P01 1 PRODUCE HAND SINK UNIVERSAL STAINLESS FMHS-1412 WM GC GC 3 P02 1 PRODUCE 3 COMP SINK UNIVERSAL STAINLESS 3N18 -24-2D24 WM GC GC -27,31 P03 1 PRODUCE PREP SINK UNIVERSAL STAINLESS 1N18-LD18 WM GC GC 2, 3 PO4 1 SCALE / LABELER HOBART QUANTUM WM ES GC - P05 1 WRAPPER WIN -HOLT WHSS-1 WM ES GC - PO6 1 72" X 30" S.S. TABLE UNIVERSAL STAINLESS 6-SLSB-30 WM GC - 3 P07 1 PRODUCE MISTING SYSTEM BY WAL MART - WM RC GC - MEAT EQUIPMENT LEGEND ^TY- DESCRIPTION MFR. OR SUPPLIER MODEL N0. SUPPLIED BY INSTALLED BY FINAL CONNECT NOTES M01 1 MEAT HAND SINK UNIVERSAL STAINLESS FMHS-1412 WM GC GC 3 M04 1 SCALER/LABELER HOBART QUANTUM WM ES GC - M11 1 WRAPPER WIN -HOLT WHSS-1 WM ES GC - M12 1 72" X 30" SS TABLE i UNIVERSAL STAINLES 6-SLSB-30 1 WM I GC - 3 SERVICE DELI EQUIPMENT LEGEND NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL N0. SUPPLIED BY INSTALLED BY FINAL CONNECT NOTES D01 4 DELI HAND SINK UNIVERSAL STAINLESS FMHS-1412 WM GC GC 3 D04 6 SCALE / LABELER HOBART QUANTUM WM ES GC - D05 2 WRAPPER WIN -HOLT WHSS-1 WM ES GC - DO6 . 4 72" X 30" SS TABLE UNIVERSAL STAINLES 6SLS630 WM GC - 3 D07 5 SLICER HOBART 2812 WM ES GC - D07A 3 MOBILE STAND FOR SLICER BY WAL-MART - WM ES GC - D08 D09 - 4 j NOT USED DELI SHELVING UNITS - METRO - 1848NK2 - WM - WM - - - D13 2 WORKTOP REFRIGERATOR TRUE TWT -72 WM GC GC - D14 D16 1 1 48" X 24" SS TABLE DELI 3 COMPARTMENT SINK UNIVERSAL STAINLESS UNIVERSAL STAINLESS 4SLC-24 3N -2028-2D30 WM WM WM GC - GC 3 - D20 D56 1 1 DRIP TABLE FRYER - W/BSKT LIFT UNIVERSAL STAINLESS FRYMASTER DT404833 IFPC128BLC WM WM GC ES - GC 3 I - D57 1 SPREADER CABINET FRYMASTER SE WM ES GC - D58 2 DELI FRYER FRYMASTER 136C WM ES GC - D59H 2 ROTISSERIE WITH STAND HOBART HR7 WM ES GC - D65 8' HOT FOOD SERVICE CASE CUSTOM DELI'S DILW WM ES GC 5 MISC. GROCERY EQUIPMENT LEGEND NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL NO. SUPPLIED BY INSTALLED 8Y FINAL CONNECT NOTES MG03 WALK-IN COOLERS/FREEZER KYSOR PANEL SYS THERMA-STRUCT OW ES - - MG04 2 BALER CRAM -A -LOT 60 WM ES GC - MG05 2 COMPACTOR CRAM -A -LOT COM -11 WM ES GC - MG06 1 ICE DISPENSER/BAGGER LANCER PI -0100 WM ES GC 1 MG07 1 ICE MAKER (CUBER) HOSHIZAKI KM -1300S WM ES GC 1 MG08 1 ICE MAKER MERCHANDISER LEER IF -100-1 WM ES GC 1 MG09 - FOOD SHELVING UNITS RIDG-U-RAK RFU WM WM - 4 MG10 1 R/0 WATER FILTRATION SYSTEN CULLIGAN WM ES GC - MG11 1 R/0 WATER DISPENSER CULLIGAN WM ES GC - MG12 22 GLASS MERCHANDISE DOORS ANTHONY 101 OW RC RC - MG13 22 36" DEEP GRAVITY SHELVING ANTHONY GFS OW RC - - MG21 MG22 1 - CLEANSTAR WASTE OIL TANK W/ CADDY DARLING I NOT USED - 2500 -CW - WM - GC - GC - 6 - BAKERY EQUIPMENT LEGEND NO QTY DESCRIPTION MFR. OR SUPPLIER MODEL NO SUPPLIED BY INSTALLED BY FINAL CONNECT NOTES B01 2 BAKERY HAND SINK UNIVERSAL STAINLESS FMHS-1412 WM GC GC 2, 3 B02 B04 1 1 BAKERY 3 COMP. SINK SCALE / LABELER UNIVERSAL STAINLESS HOBART 3N -2028-2D20 QUANTUM WM WM GC ES GC GC 2,3 - B05 BO6 1 1 IPAN WASHER 72" X 30" SS TABLE LVO UNIVERSAL STAINLESS FL14 6SLSB-30 WM WM GC GC GC - - 3 B07 1 BREAD SLICER; GRAVITY OLIVER 797 WM ES GC - 809 1 BAKERY SHELVING UNITS METRO 1848NK2 WM WM - - B10 2 72" X 30" SS TABLE, NO BKS UNIVERSAL STAINLESS 6SLC-30 WM GC - 3 B15 1 96" X 30" SS CABINET UNIVERSAL STAINLESS 8CBT-30BD WM GC - 3 B16 1 96" X 30" SS CABINET W/SINK UNIVERSAL STAINLESS 8CBT-306D WM GC GC 3 B17 4 PASTRY CASE AIR SYSTEMS - WM WM GC - B18 B19 - 20 NOT USED OVEN RACKS - DISPLAY SPEC - NSF - WM - - - - - - B26 1 ICING TABLE BELSHAW H & I - 2 WM ES GC B35E 1 RACK OVEN, DOUBLE (ELECTRIC)HOBART H021OE2 WM ES GC - B36 B49 1 1 PROOF BOX, 4 RACK PRE -FRIED DONUT PROCESSING SYSTEM W/ THERMOLIZER HOBART BELSHAW HP2-5 TG -50, TZ -6 WM WM ES ES GC GC - - B49A 1 UPRIGHT THERMOLIZER BELSHAW TZ -17 WM ES GC - SEAFOOD EQUIPMENT LEGEND QTY. DESCRIPTION MFR. OR SUPPLIER MODEL N0. SUPPLIED BY INSTALLED BY FINAL CONNECT NOTES - NOT USED - - - - - - NOT USED - - - - - - NOT USED - - - - - [NO. - NOT USED - - - - - 4 SEAFOOD SHELVING UNIT WIN -HOLT - WM WM - - NOT USED - NOT USED - NOT USED - - - - - - EQUIPMENT NOTES 1. REFERENCE SHEET Al FOR EQUIPMENT LOCATION 2. 3 -COMPARTMENT, PREP SINKS AND MOP SINKS TO BE FURNISHED WITH FAUCETS WITH INTEGRAL CHECK VALVES 3. WAL-MART TO SUBSTITUTE SS FIXTURES BY UNIVERSAL STAINLESS IN THE FOLLOWING STATES: CO, KS, MT, ND, NE, SD, WY. WAL-MART TO SUBSTITUTE SS FIXTURES BY WIN -HOLT IN THE FOLLOWING STATES: AR, AZ, CA, IA, ID, IL, IN, KY, LA, MI, MN, MO, MS, NV, NM, OH, OK, OR, TX, UT, WA, WI. WAL-MART TO SUBSTITUTE SS FIXTURES BY FAB -X IN THE FOLLOWING STATES: AL, CT, DE, FL, GA, MA, MD, ME, NC, NH, NJ, NY, PA, RI, SC, TN, VA, VT, WV. 4. QUANTITIES FOR MG09 INCLUDE ONLY RACKS WITHIN WALK-IN COOLERS/FREEZERS. 5. EQUIPMENT SUPPLIED TO HAVE CLEAR COATED GALVANIZED EXTERIOR, WITH BLACK INTERIOR AND COLOR BANDS 6. REFERENCE SPEC SECTION 01600 FOR SPECIAL INSTRUCTIONS FOR STORES WHICH HAVE AN EXISTING WASTE COOKING OIL TANK (EXPANSIONS AND RELOCATIONS ONLY) 7. NOT USED ABBREVIATION KEY ES EQUIPMENT SUPPLIER RC I REFRIGERATION CONTRACTOR GC GENERAL CONTRACTOR OW OWNER WM WAL-MART SHEET NOTES 1. DIMENSIONS OF REFRIGERATED CASES ARE TO THE OUTERMOST POINTS OF THE CASES; ENDCAPS AND BUMPERS ARE CONSIDERED PART OF THE CASE, WHERE THEY OCCUR. DIMENSIONS ON THE FIXTURE PLANS ARE FOR LAYOUT OF OWNER -FURNISHED ITEMS ONLY AND ARE NOT TO BE USED FOR LOCATION OF WALLS AND OTHER CONTRACTOR -BUILT ITEMS. 2. REFRIGERATION CONTRACTOR SHALL FURNISH AND INSTALL STAINLESS STEEL TRIM TO CLOSE ANY GAPS THAT ARE LEFT AT ENDS OF CASES AFTER THE CASES ARE SET IN THEIR FINAL POSITION. KEYNOTES 15.13 CORNER GUARDS FURNISHED BY WAL-MART; INSTALLED BY REFRIGERATION CONTRACTOR 15.14 GUARD RAILS FURNISHED BY WAL-MART; INSTALLED BY REFRIGERATION CONTRACTOR I I i 1 ----------------- l I I 6'-51" 71 I GA2.1 2 9'-8" - 2 __- NFJE _—_-----_ D.5 I � I a + N I V J z I IZ I I w U_ 1 GROCERY SALES i w 0 po w �H i (o N u') I� c'4 M I Iz 0 I I Iii O I M U I --- ---------- - - --------- i z D *N I NFJE lo R44" 9' WRAP ..1,_Aj3QQND FLORAL TYP. 15.14 r` TYP. 15.13 N I io I R03: 72' M/D PRODUCE W/MISTERS I P07- ] 5p SDI -19 N6DL-1 2 N6N -19 5'-12 -52 72'-3" 20'-5" 8'-2„ �\ F EDC/POWER WALL I I ��•. I I � I I £ PRODUCE PREP M.P05 P06 m PO4 P03 13'-11 4'-42"I ^ 9 P01 I (D m *- I MOP -- ON3UM-8---------� FLOOR SINK C 209: 14` I PR MOM SANITIZER 10 0• ISLAND o m ON3UM-s PO2 MG10 _n .yN • -IN m 1 I 2,-3-„ 66" x 108" �` ~ I rL.8'-31" 28'-41„ o Y DOOR 'T I 1' 5'-g 2 LLL 24'-4' L 2 5-10" L 20'-4" l ^w �t N ENLARGED 1 FRONT GR 1 /8"=1'-0" 062802 I. R64: 8' AL DISPLAY 24' D13 SERVICE DELI DO I o; �,o o I ; DELI PREP 11 M 42 x 84 MGR'S DOOR EQUIPMENT ROOM 1 PAPER TOWEL HOLDER 60" x 90" SOAP DISPENSER 5'-0" 3 TYP 10' H 0 BAKERY/DELI FREEZER U i' COOLER T� �'- (;- - c c 13'-11" 13'-0" 1 i 2 1.5 r4-_-�- -- ____-_-_, ilk B35E ICAKE 12' H -1 1331-uNR10: 20' MED T MPPRODUCE COOLER 616® B15;00B04 CAKE DECORATINN16'-9" 1'-O" MG03 0 13'-3" 8`-8" T 28'-1" -I 1 2.5 GA020-001-f LLL'L•l3"1 N I o a CA jz N 10 p a N z x z 0w O Y O= <p 16 zo �QtW:i OWE _D O 5 U K 1~ON� ¢U Jm m0� (A �Y w n*O< 0 0 0?<#�w 4 wf z¢ UJirWFK�KO�Wy� gY0 O z aocu<g�q sVgW,wm O � �w & cw> as 9�7d' zw mol_ Q zO F_ F F W W U 2 6 W'w d NwFT�oS�o�2�Sa��� U) �flx<<S -c <== < 1 11/17/04 CCD #2 ry . .. 3 04/20/05 CCD #16 :. 05/04/05 CCD #17 M - � O - - a Q • I�� 0-1 rK E-+ E 4 EQUIPMENT ROOM 1 PAPER TOWEL HOLDER 60" x 90" SOAP DISPENSER 5'-0" 3 TYP 10' H 0 BAKERY/DELI FREEZER U i' COOLER T� �'- (;- - c c 13'-11" 13'-0" 1 i 2 1.5 r4-_-�- -- ____-_-_, ilk B35E ICAKE 12' H -1 1331-uNR10: 20' MED T MPPRODUCE COOLER 616® B15;00B04 CAKE DECORATINN16'-9" 1'-O" MG03 0 13'-3" 8`-8" T 28'-1" -I 1 2.5 GA020-001-f LLL'L•l3"1 N I o a CA jz N 10 p a N z x z 0w O Y O= <p 16 zo �QtW:i OWE _D O 5 U K 1~ON� ¢U Jm m0� (A �Y w n*O< 0 0 0?<#�w 4 wf z¢ UJirWFK�KO�Wy� gY0 O z aocu<g�q sVgW,wm O � �w & cw> as 9�7d' zw mol_ Q zO F_ F F W W U 2 6 W'w d NwFT�oS�o�2�Sa��� U) �flx<<S -c <== < ISSUE BLOCK 1 11/17/04 CCD #2 2 01/24/05 CCD #8 3 04/20/05 CCD #16 OCV 05/04/05 CCD #17 M - � O - - a Q w 0-1 rK E-+ O 4 r� - 1 O ,^I ISSUE BLOCK 1 11/17/04 CCD #2 2 01/24/05 CCD #8 3 04/20/05 CCD #16 4 05/04/05 CCD #17 - —� - - a Q _ c L 4 r CHECKED BY: DRAWN BY: a FILE NAME: 195- 020 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 c f�c_c a ? - E E c c: - —� - - a Q _ c L 4 ,^I Fj _ Jco � r - <c a` in m FRONT GROCERY FIXTURE PLAN SHEET: G A % L \'o 8'-1" 0 ow Q N Ww V) w _Ir 0 36"x84" DOOR 1 011 062802 a H rn 0 m GA021-002-f 3 51'-10" I I I r8� STOCKROOM CORRIDOR FLORAL ° DESK 36"X84" DOOR R39: 44' RE R LOAD DAI Y 05DR-&j LDR-12 05DR-12 I 05DR-12 F�-7 44'-3" Ifs /ll 22'-82 n 8'-0" 2 30'-1" O I I 11' H DAIRY Ell COOL?"X`v Ell DOOR . I I N FR�NT F 23-02" CLEAR OPENING r 4" 31'-6" El El 17 El 1:111 D1 COOL 12 i -05 33'-31' CLEAR OPENING 9' 35 (91 60t 2 SS GRVIRH ADwS DOPR1C GL MP13: _ 22'-82" 81-0" 118'-82" V Q 11 11 11 11 1 o o I ALCOVE 4'-3" i i I J � � 4'-8" ` 1T .-._.._._.._.-.-..�..�. ---------------- K) 12'-02" _ _ R35: 16' DUAL TEMP C IF IN R3' 16' DUAL TEMP COFFINI 'OOR Lo I �R35 12' 'TED TEMP COFFIN ITH ENDS FREEZER WIT ENDS I I I N WITH ENDS I � Q 1 D �i 15.13 � I 'INS NFJ-8 NFJ-B ' z I TYP I NFJ-8 NFJ-8 _ --� I 72"X108" NFJ-121 z —— - — _ — _ _ — _ — _ — _ 1 °D 12'-221, :I 3'_02„ 3' 1 77'-8" -1" `" i F 1 62 DOORS BACK -T:) -BACK REACH -IN F EEZERS 1 N Lo I I i ! 77'-8" P - -- UNKILM-lu- - - N v ♦ 18 62 DOORS BACK -TD -BACK REACH-INFREEZERS I r 7n _ w K U I I 3'-02„ I 77'-8" 1s 2' i� I fV Lo 18'-0" 12'H ICE CREAM FREEZER 6'-0" 72"X108" 1 J_V _ 0" - DOOR 10/22/04 K) I 01/24/05 I 3 "X84' I . 4 05/04/05 'OOR 12'H GROCERY —— - — _ — _ _ — _ — _ — _ 1 °D 12'-221, :I 3'_02„ 3' 1 77'-8" -1" `" i F 1 62 DOORS BACK -T:) -BACK REACH -IN F EEZERS 1 N Lo I I i ! 77'-8" P - -- UNKILM-lu- - - N v ♦ 18 62 DOORS BACK -TD -BACK REACH-INFREEZERS I r 7n _ w K U I I 3'-02„ I 77'-8" 1s 2' i� I fV Lo 18'-0" 12'H ICE CREAM FREEZER 6'-0" 72"X108" 1 J_V _ 0" - DOOR 10/22/04 CCD #1 2 01/24/05 CCD #8 3 "X84' I . 4 05/04/05 'OOR 12'H GROCERY FREEZER I I I N � Q 1 D � I 'INS 18'-0" I I co n ( I I I I 72"X108" I I I I DOOR I 10 C°J I p o o 7 r,6 II I I --J-----FI STOCKROOM I AMG21L MG05 j REF SHEET (� 17: 31 DOORS REAC -IN ICE CREAM I NOTE #2 CORRIDOR _ a ¢ o W co (TYP) ^I nU 00 R41: 24' BEER CASES t U D6L1-UN-12--- IO--UN-12----------- ----- - I . 3,_Oy„ 18'-6 �N i--------- (o co 2 2 I --------- I I I I M N I I I 24'-4" \ ' o I I I I I I I I I I I I STOCKROOM I I I I 1 i o I I I o I I I I I I I I 1 II I I I I I I 7'-6" ON 1 --- I W 1 N o o D! [n Z 1 I I 1 0 72" x 108 i o x GROCERY SALES o DOORS I i L) I I 18'-0" I I I 0 1 1 co I I 1 M N 1 N I I I I I 1 I 1 w I I o I I I I I I 1 I I I 12'H MEAT i _ COOLER ` ---------- I 1 I _ _ J I _ _ _ _ _ _ — _ _ — _ — _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q _ _ _ — _ - � � N o M003 0 o o I TYP rN '00 � I 1 LoN 42" x 84" 1 N T DOOR 27'-62„ 2 FLOOR M1 SANITIZ 1 O S A 00 MGRw a i o 0 TATION 4 Ld w i i W W aD 1 PO •Y� �4? U I Q - r --r---- E.4 10 UTILITY I I 28'-82„ _ I 1 Jam. \9TQ I I I I I 1 r 1 I i N � I I I I I I I F,y�F,pG b - /' E CA' I ^v aG D 14'-4" I I I �GA2-------------------------------------------------------------------- --- ------------GA2 } W Oacn 0 00¢ w 10 =rcaX'OF_ a m zN0 0 a' �a��000nw�¢K VO Z QY.yo~'pO���w wi O ;2 �MN wE_ pZ www, nz z a a = Q �U1.IC.fI seZ~� wn.Op Va w4 �6P� WWW 4100 p'w 1= 1_^ w x05 k'wo wt�a��� w �0��a<52<0<Ww< ISSUE BLOCK 1 10/22/04 CCD #1 2 01/24/05 CCD #8 3 04/20/05 CCD #16 4 05/04/05 CCD #17 CHECKED BY: DRAWN BY: FILE NAME: 195 ;91021 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 SHEET: GA2.1 STAINLESS STEEL BACKSPLASH SIZE HEIGHT LENGTH SECTION 2'-0" 12'-0" A 5'-0" 3'-9" B 5'-0" 8" C 5'-0' 8" D 5'-0" 3'-9" E TYPE 2 (NONCEILLIINGUSY S EM I 4 U-) O ,i N SS BACKSPLASH FURNISHED BY EXHAUST HOOD SUPPLIER AND INSTALLED BY GC; SS TO BE ADHERED AND MECHANICALLY FASTENED TO FRP-----I, / EXHAUST \ HOOD 0 I Lo 0 CT9) F� RP2 ■ j■ �i ■ ■ oD i ■ 1 ■ 08 08/11/04 042803 a SS BACKSPLASH FURNISHED BY EXHAUST HOOD SUPPLIER AND INSTALLED BY GC; SS TO BE ADHERED AND MECHANICALLY FASTENED TO FRP-----I, / EXHAUST \ HOOD 0 I Lo 0 CT9) F� RP2 CT9 F�RP2L 3'-9" i i7 " N E Q � Z N �c ro CERAMIC TILE CONT SILICONE SEALANT AROUND EDGES 2" x 2" STAINLESS STEEL CORNER GUARD TO 4'-0" A.F.F.; ADHERE TO CORNER OF WALL WITH FLEXIBLE ADHESIVE; REF SPEC SECTION 10260 SILICONE SEALANT CONT AROUND EDGES 072503 H I 1 ANSUL 3 EXHAUST S HOOD d 12'-0" 1 3 TILEI I I A W 9 NOT USED �~ ❑SOAP DISPENSOR PAPER PAPER TOWEL z TOWEL HAND DISPENSOR NAND DISPENSOR SINK SINK O N I 2" MIN 2" MIN 2" MIN ❑SOAP DISPENSOR MIN ■ WALL AT REAR OF REFRIGERATED CASE oD (fy-1 HAND 1 ■ 08 08/11/04 042803 a � O� � aMQ 1-� N E N UK N5W CT9 F�RP2L 3'-9" i i7 " N E Q � Z N �c ro CERAMIC TILE CONT SILICONE SEALANT AROUND EDGES 2" x 2" STAINLESS STEEL CORNER GUARD TO 4'-0" A.F.F.; ADHERE TO CORNER OF WALL WITH FLEXIBLE ADHESIVE; REF SPEC SECTION 10260 SILICONE SEALANT CONT AROUND EDGES 072503 H I 1 ANSUL 3 EXHAUST S HOOD d 12'-0" 1 3 TILEI I I A W 9 NOT USED �~ ❑SOAP DISPENSOR PAPER PAPER TOWEL z TOWEL HAND DISPENSOR NAND DISPENSOR SINK SINK O N I 2" MIN 2" MIN 2" MIN ❑SOAP DISPENSOR MIN G � I TYP N 3.02T 9.96 8.02 I 9.18 9.02 CERAMIC TILE 6 PATTERNS DET oll• I 15.09 4.19 920 T T T NOTE: ACCENT PATTERN TO BE CENTERED ON ALL FINISHED WALLS 3 2 ( 15.09 EXPOSEDCOOLERPANEL CT15 G5 �r DELI, BAKERY, MEAT OR 0 �' CT10 G5 SEAFOOD AREA ONLY 15.09 4.19 15.06 15.09 8.10 (IF APPLICABLE) p. 3 ^. ^ay •x�� CT12 G5 " Tia ' ax44 E -t +++,++ }++.++++.... CT6 G5 }++ + � , +� , +�, , . , $" H SANITARY M i Ln n r t Al S/ a n 5 € 4v 5 a k COVE BASE Al Lv n v n %n y La 3 do 4a fn p 5 & 5 $ 9n REF SHEET GA5 SCB2 {' iF P41 P41 P41 B6 P41 REAR WALL 5 I N TERI OR90ELEVAoTI ON E.4 E 30-0057 D.5 a 0/ 9.20 9.20 i 9.02 4.19 9.02 9.96 9.20 9.18 9.20 9.18 4.19 M i 9.02 9.20 ...d" .L _ e..Y. w....a.. .!v t Y t wui_ ....:.... S t d.. d^ t w..Y.t.."^ F 'l"j'"R" .t .Y 4 , " ... ___ .. .,. a ... ,... .... ,..: ,, x.' ...:... ...,.. ...,a....ms.._ _..... I I � 3 " a - mow. z. -z T" 1 F + + + + '�`-.-w "`•tom,...,, .'w.0 ...r"F # +++ a, +�+ - .. - + + , + + , . .. `}' .. } + } + } + + + + + # + + } , } + , + , + + , + + } + i + + } + } } + } } + + + } } + # # + + + + } + + } , } +#}++}+} ++ I +'+'+}+}+'+ ... + %++' ++ }}} +++} .. +'+'+ +'+++ ,'+'+ :o o'. + „ }+}+##+}++##++++} + + ## +'+++ +'+'+ +'+'+'# - .'�:' _ + + + + DAIRY COOLER SIDE WALL 4 INTERIOR 02 E ...-,,.�,.,�.-,.�+.,,.......,,�,,F^..� ......-,.,✓""",fin"`"`"w'""""�.�'._. START CT9 AT EDGE OF WALL 8 FULL TILES 3B)- 1 /4"-1 DELI 2 SIDE ►1:1[41►. \GA030-004-F -START CT9 AT EDGE OF CASED OPENING START CT9 AT EDGE OF WALL 8 FULL 8 FULL TILES TILES NMI�r �■-,�9tiil, AT HALF WALL AT REAR OF REFRIGERATED CASE oD (fy-1 HAND SINK ELEVATION 08 08/11/04 042803 a G � I TYP N 3.02T 9.96 8.02 I 9.18 9.02 CERAMIC TILE 6 PATTERNS DET oll• I 15.09 4.19 920 T T T NOTE: ACCENT PATTERN TO BE CENTERED ON ALL FINISHED WALLS 3 2 ( 15.09 EXPOSEDCOOLERPANEL CT15 G5 �r DELI, BAKERY, MEAT OR 0 �' CT10 G5 SEAFOOD AREA ONLY 15.09 4.19 15.06 15.09 8.10 (IF APPLICABLE) p. 3 ^. ^ay •x�� CT12 G5 " Tia ' ax44 E -t +++,++ }++.++++.... CT6 G5 }++ + � , +� , +�, , . , $" H SANITARY M i Ln n r t Al S/ a n 5 € 4v 5 a k COVE BASE Al Lv n v n %n y La 3 do 4a fn p 5 & 5 $ 9n REF SHEET GA5 SCB2 {' iF P41 P41 P41 B6 P41 REAR WALL 5 I N TERI OR90ELEVAoTI ON E.4 E 30-0057 D.5 a 0/ 9.20 9.20 i 9.02 4.19 9.02 9.96 9.20 9.18 9.20 9.18 4.19 M i 9.02 9.20 ...d" .L _ e..Y. w....a.. .!v t Y t wui_ ....:.... S t d.. d^ t w..Y.t.."^ F 'l"j'"R" .t .Y 4 , " ... ___ .. .,. a ... ,... .... ,..: ,, x.' ...:... ...,.. ...,a....ms.._ _..... I I � 3 " a - mow. z. -z T" 1 F + + + + '�`-.-w "`•tom,...,, .'w.0 ...r"F # +++ a, +�+ - .. - + + , + + , . .. `}' .. } + } + } + + + + + # + + } , } + , + , + + , + + } + i + + } + } } + } } + + + } } + # # + + + + } + + } , } +#}++}+} ++ I +'+'+}+}+'+ ... + %++' ++ }}} +++} .. +'+'+ +'+++ ,'+'+ :o o'. + „ }+}+##+}++##++++} + + ## +'+++ +'+'+ +'+'+'# - .'�:' _ + + + + DAIRY COOLER SIDE WALL 4 INTERIOR 02 E ...-,,.�,.,�.-,.�+.,,.......,,�,,F^..� ......-,.,✓""",fin"`"`"w'""""�.�'._. START CT9 AT EDGE OF WALL 8 FULL TILES 3B)- 1 /4"-1 DELI 2 SIDE ►1:1[41►. \GA030-004-F -START CT9 AT EDGE OF CASED OPENING START CT9 AT EDGE OF WALL 8 FULL 8 FULL TILES TILES NMI�r �■-,�9tiil, SS CORNER GUARD; REF 8-GA3 TYP DTI SSER 022704 092801 030-002-F C\GA030-003B-F 2 3 I i 6 15.06 15.09 15.06 15.09 15.06 15.06 GA3 c� O� W H J O 2 H Z c� W 3*+ m Z J _J W a'$*a*a',*a+aia{a{a; a}at a{a`a;aaa'+'aT+{+;a{a a W U,... ,.,..a ....aa .... FRONT BAKERY/DELI INTERIOR ELEVATION J) 1 /8"=1'-0" 092801 C\GA030-003A-F GROCERY 1 AWALL FIN UTILITY 912 032803 GA030-001A-f LP2� CT6 BEYOND G5 C 71 o a 2 195 -GA 0 J O� V a y 08/11/04 a Y O� O aMQ 1-� N E N UK N5W QU ....t .g.l. ...w..f.. SS CORNER GUARD; REF 8-GA3 TYP DTI SSER 022704 092801 030-002-F C\GA030-003B-F 2 3 I i 6 15.06 15.09 15.06 15.09 15.06 15.06 GA3 c� O� W H J O 2 H Z c� W 3*+ m Z J _J W a'$*a*a',*a+aia{a{a; a}at a{a`a;aaa'+'aT+{+;a{a a W U,... ,.,..a ....aa .... FRONT BAKERY/DELI INTERIOR ELEVATION J) 1 /8"=1'-0" 092801 C\GA030-003A-F GROCERY 1 AWALL FIN UTILITY 912 032803 GA030-001A-f LP2� CT6 BEYOND G5 C BEYOND GROCER 1 WALL FI 2 3 PAINTING OF EXPOSED STRUCTURE AND UTILITIES AT SALES FLOOR TO CONTINUE TO EXTERIOR WALLS OR N FULL HEIGHT PARTITIONS Z2:0:)9. 20 4.19 ■ao■sa■■ n■rmnnm nnnnnnl o o■ a nu■ non ■■o.?a■■ nnnnnnn nmm�■n i■. n INNER n■■11 I .■■■ I n■■n oo■�o nunuunnnnnnvmi n.o■arn ■. •�� ..... nE■II. '� ■w ■■ noon non nnn■nnw 1■■o■.n .moos .mmol n■■■ a■■II ......■ ■nn■■■i■I 1■1 1■i# ■■'2iP1 ■■■■■ ■■on ■�■■■�■■ ■■■■■nun m u.i■opt no■ n■■n ■n■.o unnnm m 1■■uol low ■�■o.■o uvunni if 1■ ■■■nn s no■ n■m ■ oomm---- n■nna s m nsffo■ 1_ ■n o■ 0.0.00 ■ IN �► noo■o■o■■ oo■ moo ■ ■ n ■�o o ■ ■ oomoo nlnnnm m n ■ ■ Ron of ■ ■ ■ V$.■m.\mm■■m■■m■m■■■■■■■■■.■\■■■ ■11immlmmig■■n■■1■I In 1■■■■1■ _ I■■■A&■■■■■■■■■■■■■m■■■m■■■■.■■■ ■11■■■■■■1■I 1■1 1■■■olum ■1■ olm FRONT WALL GA030-001-f G1 i I G1 I I G5 11 G5 I I G5 PRODUCE COOLER 909 Eel 71 o a 2 195 -GA 0 J m' V a y 08/11/04 a Y O� O aMQ 1-� OWE 0 E N UK N5W QU ....t .g.l. ...w..f.. ___ c - a � J IA N„ >- r v Z f -r mak„ a a o ¢ u a � � c c a: T L .. m; c £ .m._..:...„3...,.._... i ..^......... ........�.......^. m....: ...I... v �.. 3 � ......a i W ..' ^ _ � � .! ' E : ETZ TTJ n v. OPEN T0. PRODUCE PREP I... . BEYOND GROCER 1 WALL FI 2 3 PAINTING OF EXPOSED STRUCTURE AND UTILITIES AT SALES FLOOR TO CONTINUE TO EXTERIOR WALLS OR N FULL HEIGHT PARTITIONS Z2:0:)9. 20 4.19 ■ao■sa■■ n■rmnnm nnnnnnl o o■ a nu■ non ■■o.?a■■ nnnnnnn nmm�■n i■. n INNER n■■11 I .■■■ I n■■n oo■�o nunuunnnnnnvmi n.o■arn ■. •�� ..... nE■II. '� ■w ■■ noon non nnn■nnw 1■■o■.n .moos .mmol n■■■ a■■II ......■ ■nn■■■i■I 1■1 1■i# ■■'2iP1 ■■■■■ ■■on ■�■■■�■■ ■■■■■nun m u.i■opt no■ n■■n ■n■.o unnnm m 1■■uol low ■�■o.■o uvunni if 1■ ■■■nn s no■ n■m ■ oomm---- n■nna s m nsffo■ 1_ ■n o■ 0.0.00 ■ IN �► noo■o■o■■ oo■ moo ■ ■ n ■�o o ■ ■ oomoo nlnnnm m n ■ ■ Ron of ■ ■ ■ V$.■m.\mm■■m■■m■m■■■■■■■■■.■\■■■ ■11immlmmig■■n■■1■I In 1■■■■1■ _ I■■■A&■■■■■■■■■■■■■m■■■m■■■■.■■■ ■11■■■■■■1■I 1■1 1■■■olum ■1■ olm FRONT WALL GA030-001-f G1 i I G1 I I G5 11 G5 I I G5 PRODUCE COOLER 909 Eel J Z ¢ cn ��O OZG adz o<c�i€��Na� cr w Wz�-wa 'Z LE �LLUpyawOVp Wows O OvM zz F- Zo W'p �i5wa �za Q 12 P as NNmo �Fzuj�'SSWUQM'oe5 0 O f F 5 I�ww2¢ N F vwi��ooi-aoo:oa��W VY aa�°avwi Q4�pl O �p(a E3 w 0-1 C o E -d 0 o O � o z w z 5 ISSUE BLOCK 1 11/17/04 CCD #2 &101/24/051 CCD8 # CHECKED BY: o a 2 195 -GA 0 J O V a y 08/11/04 a Y O� O aMQ 1-� OWE 0 E N UK N5W QU J Z ¢ cn ��O OZG adz o<c�i€��Na� cr w Wz�-wa 'Z LE �LLUpyawOVp Wows O OvM zz F- Zo W'p �i5wa �za Q 12 P as NNmo �Fzuj�'SSWUQM'oe5 0 O f F 5 I�ww2¢ N F vwi��ooi-aoo:oa��W VY aa�°avwi Q4�pl O �p(a E3 w 0-1 C o E -d 0 o O � o z w z 5 ISSUE BLOCK 1 11/17/04 CCD #2 &101/24/051 CCD8 # CHECKED BY: DRAWN BY: FILE NAME: 195 -GA 0 PROTO CYCLE: 062504 DOCUMENT DAiE: 08/11/04 SHEET: GA3 c c - a � J IA >- r v Z y a a o ¢ u a � � c c a: T L n. c SHEET: GA3 0 'R,-9., ENLARGED 5 PRODUCE328PREP 03 \GAPLAI _011i 2'-6" 3'-11" N 98.50' N --- - - B.6 I I II I 12" 6.05 I I 8 I I II I 98.46' I II I I I II I I a�� 0 ENLARG 1 /4"=1'-0" 3'_O" 3'-1011 ED DELI TUNNEL 032803 C\GA010-004-f 3 NOT USED ENL I I II I 1\ I; -------------------------------------------------------------------------�I - GA1.1 I I iI I; I I I I j I; 1-GA4.1 I I ' ® I I 9.20 SIN I I I I I I I I I 1 ` I I � - - - - - - - - - - - - - - - - - _ _.,. 30'-7j„ SALES 2'-0" ;I \ �6.05 12"Il � 9'-0" AREA a - 6.04 \ 0\\1 �o !; 5'-7 900 I 98.49' \ 98.44' o..... °` www 6.04 EDC GA5.1 I r�� ��� ��� r r�� r,� r�� r�� r�� r„� r r„� I.. A6 i o i O i I it 1 12'-3R' O 6Q05 10” ® ® O \ // \ I z' 8j” I K T 39 x _ �� ^� ... % I Y R dUCE ... 9.20 1= REPI Fi 910 I 10 hn —II— --------�—/----moi 3-GA4 it I I G6 — —--------------------------- ,. � X1„ i I MOP 98.67' 18'-2 9'-5" 5'-1 9.13 I SINK -- - - ------ -- �`- - - - o ii t G6 I 00 3-GA3 N A6 m 2'-0 9'-0" r ' CD ... R'-31" 59'-111„ 1 35, SIN DRAWN BY: r� I 195-G 10 All 062504 DOCUMENT DATE: 08/11/04 3 a " Q N co O N 0 I N00 P-, - � O V)100 � E � � O o W a CO O ao � I N � � 0 I N O E n n O Z 0 w d I o 117 U 3r O -" O 0 N O m 0 h o1-1LO o j 0 'R,-9., ENLARGED 5 PRODUCE328PREP 03 \GAPLAI _011i 2'-6" 3'-11" N 98.50' N --- - - B.6 I I II I 12" 6.05 I I 8 I I II I 98.46' I II I I I II I I a�� 0 ENLARG 1 /4"=1'-0" 3'_O" 3'-1011 ED DELI TUNNEL 032803 C\GA010-004-f 3 NOT USED ENL I I II I 1\ I; -------------------------------------------------------------------------�I - GA1.1 I I iI I; I I I I j I; 1-GA4.1 I I ' ® I I 9.20 SIN I I I I I I I I I 1 ` I I � - - - - - - - - - - - - - - - - - _ _.,. 30'-7j„ SALES 2'-0" ;I \ �6.05 12"Il � 9'-0" AREA a - 6.04 \ 0\\1 �o !; 5'-7 900 I 98.49' \ 98.44' o..... °` www 6.04 EDC GA5.1 I r�� ��� ��� r r�� r,� r�� r�� r�� r„� r r„� I.. A6 i o i O i I it 1 12'-3R' O 6Q05 10” ® ® O \ // \ I z' 8j” I K T 39 x _ �� ^� ... % I Y R dUCE ... 9.20 1= REPI Fi 910 I 10 hn —II— --------�—/----moi 3-GA4 it I I G6 — —--------------------------- ,. � X1„ i I MOP 98.67' 18'-2 9'-5" 5'-1 9.13 I SINK -- - - ------ -- �`- - - - o ii t G6 I 00 3-GA3 N A6 m 2'-0 9'-0" r ' CD ... R'-31" 59'-111„ 1 35, 45° 3'-C 0 N 10 AlG 4 N 9'-11 9.20 /%j A3 GA1 PRODUCE '------------------------------------------------------ -------------- -------------------------------------------------------------------------- ---------- ------ - ----- ------- -------------------L i T _ _________ ____ __________ --- - ___-____-__________.. N - ___ __ ____________ _ ____„•h ________ _ ___ __ __ _______--_________________-___ COOLER OD 14, 3 1 -32 1 I 909 -72” 12'-0" I I I N a SERVICE q <} A310 i I I ! ' `; DELI 10 A6 JAS 10 �. 4'-8" 17'-3" - I -4„ ' BAKE RY A6 as DELI 7 PREPAs �906 4 4 0 T-9" 1 3 4 902A6 10 15.074-0 -8" _4" � i G� 6-8„ 4 �* rBAKERY 105 -4' G � �. ir// of �r1 D 6,-32/ /� owX �Ii wo G6 //BAKERY AND DELI °/ � Ld J 3.22 G6 a0 10 A6 DELI 1 POULTRY I 3.13 ,�, , €. ; , ., 3.13 � U- N UTILITY 10 �` ` f`�`' FREEZER , r 10 UTILITY N COOLER t ,I jr /' 9051 , %, N o sos As c3 10 90� 904 /,` j '' ,` / ,� BAKERY o 0 '�r -41 '.� COOLER A3o �` a '� ,'' 7.30 /� 10 iv o 3 } `%! ,>° s % `t 907 � V"J G3 10 , y '/ , I G6 o n CD (o EQUIPMENT 41'-10" A� a 931 4'-0" 7'-10" 13'-3" FREEZER FLOOR 3 2.5 u 062802 GA010-001-f GA1.1 D --------- 0 N ----------- @ µ o N V) p a 1¢ � U Q O W O Y < p W rx 2 N p�K um WOM <� 11J (Jn O< pQ� (n Q p Wf-Z W1pp1yy '`ZC Ld o W'=W, �-z ZNZ ry 4aoso 0o wow<0U ry w N2_JWo W ww`-m YLi Kz<-wyrc �.a 090 U 3W=W W,I/ WaZ Z Z < Q zrn Nz�WWa�<F<oy13 a_ °pr__ It �5gwow°F OiW F=OEW¢WZ aOF SIN DRAWN BY: r� I 195-G 10 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 a " Q N co c� I N00 P-, - � O V)100 � I O o I a r ao 45° 3'-C 0 N 10 AlG 4 N 9'-11 9.20 /%j A3 GA1 PRODUCE '------------------------------------------------------ -------------- -------------------------------------------------------------------------- ---------- ------ - ----- ------- -------------------L i T _ _________ ____ __________ --- - ___-____-__________.. N - ___ __ ____________ _ ____„•h ________ _ ___ __ __ _______--_________________-___ COOLER OD 14, 3 1 -32 1 I 909 -72” 12'-0" I I I N a SERVICE q <} A310 i I I ! ' `; DELI 10 A6 JAS 10 �. 4'-8" 17'-3" - I -4„ ' BAKE RY A6 as DELI 7 PREPAs �906 4 4 0 T-9" 1 3 4 902A6 10 15.074-0 -8" _4" � i G� 6-8„ 4 �* rBAKERY 105 -4' G � �. ir// of �r1 D 6,-32/ /� owX �Ii wo G6 //BAKERY AND DELI °/ � Ld J 3.22 G6 a0 10 A6 DELI 1 POULTRY I 3.13 ,�, , €. ; , ., 3.13 � U- N UTILITY 10 �` ` f`�`' FREEZER , r 10 UTILITY N COOLER t ,I jr /' 9051 , %, N o sos As c3 10 90� 904 /,` j '' ,` / ,� BAKERY o 0 '�r -41 '.� COOLER A3o �` a '� ,'' 7.30 /� 10 iv o 3 } `%! ,>° s % `t 907 � V"J G3 10 , y '/ , I G6 o n CD (o EQUIPMENT 41'-10" A� a 931 4'-0" 7'-10" 13'-3" FREEZER FLOOR 3 2.5 u 062802 GA010-001-f GA1.1 D --------- 0 N ----------- @ µ o N V) p a 1¢ � U Q O W O Y < p W rx 2 N p�K um WOM <� 11J (Jn O< pQ� (n Q p Wf-Z W1pp1yy '`ZC Ld o W'=W, �-z ZNZ ry 4aoso 0o wow<0U ry w N2_JWo W ww`-m YLi Kz<-wyrc �.a 090 U 3W=W W,I/ WaZ Z Z < Q zrn Nz�WWa�<F<oy13 a_ °pr__ It �5gwow°F OiW F=OEW¢WZ aOF ISSUE BLOCK 1 11 /17/04 CCD #2 2 01/24/05 CCD #8 03/11/05 CCD #14 CHECKED BY: U Ed DRAWN BY: FILE NAME: 195-G 10 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 " Q N co E- 0 04 P-, � O � LJ rn a r N � � 0 O PA z m 0 h ISSUE BLOCK 1 11 /17/04 CCD #2 2 01/24/05 CCD #8 03/11/05 CCD #14 CHECKED BY: U Ed DRAWN BY: FILE NAME: 195-G 10 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 _`.HELY G A Ed p N rn a r N � UV. c c � c U J J - ,L o n 2 r \ c N v o c c ai r U a v C c cn U _`.HELY G A