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Home My WebLink AboutWALL SECTIONLED PARAPET LIGHT'G. BAND LED UPLIGHTING PRE -FIN. ALUMIN. LIGHT BAND \ FLASHING with CONT. CLEAT CONT. TAPE MASTIC (OVER SILL SCREED) 14-10 x 2" MASONRY SCREW FSTNR. at 24" O.C. with TAPE SEALER EA. SIDE of FLEX MEMBRANE STUCCO FINISH. SYS. REFER TO CONT. PVC SILL SCREED ELEVATIONS FLEX MEMBRANE �\ LONG LIFE LAP-TEK FSTNR'S. at 6" O.C. DO NOT INSTALL THRU PANEL RIB TRI-BEAD SEALER TOP of CLOSURE & TOP OF FLEX MEMBRANE �— OUTSIDE CLOSURE PANEL with URETHANE SEALANT at ENDS, PANEL RIBS & LAPPING CLOSURE TABS (SEAL ALL VOIDS) / " EXT. PLYWD. ROOF SHEATH'G. (SEE STRUCT.) AIR/WATER BARRIER STANDING SEAM ROOF'G. SYS. LOW-FOATING CLIP CONT. t' EXT. PLYWD NAILER SELF-TAPP'G. PANCAKE PRE-ENG'D. WOOD TRUSSES at 24" O.C. HEAD FSTNR. at 12" O.C. (SEE STRUCT.) NON -SKINNING BUTYL SEALANT BTWN. PANL RIBS (TYP.) —� PRE -FIN. ALUMIN. EAVE TRIM with DRIP EDGE CONT. P.T. 2x4 FASCIA CONT. MTL. CLEAT FASTEN at 8" O.C. (TYP. EA. SIDE) CONT. 3" PVC SOFFIT VENT 8" EXT. PLYWD. SHEATH'G. STUCCO FINISH SYS. AIR/WATER BARRIER (2) SELF-TAPP'G. CONT. P.T. 2x8 TYPE'A' FSTNR'S. (SEE STRUCT.) CONT, CAULK JT. HORIZ. REVEAL (SEE ELEV'S) CONT. FLUID APPLIED AIR/WATER BARRIER (SEAL OPENINGS & PENETRATIONS - TYP.) STUCCO FINISH SYS. CONT. TAPE MASTIC (OVER SILL SCREED) CONT. PVC SILL SCREED PRE -FIN. ALUMIN. FLASHING BTWN. BRICK and STUCCO 1" EXTERIOR THIN BRICK TOP COURSE - TYP. CONT. FLUID APPLIED AIR/WATER BARRIER (SEAL OPENINGS & PENETRATIONS - TYP.) EXTERIOR THIN BRICK VENEER, INSTALL PER MANUF'S. SPECS. (SEE ELEV'S.) PARGE COAT EXPOSED CONC. & PAINT TO MATCH BRICK (6" min.) q0 Projects Current\1667.07 BK-A29752 (Kitterman St Lucie Cc) (576)\1667_07 A-6 12 Wall Sections.dwg, 12/4/2017 6:21:53 PM FALSE PARAPET CAP FLASH'G SNAP -ON PRE -FIN. MTL. PARAPET CAP FLASHING, SLOPE to ROOF WRAP FLEXIBLE FLASHING OVER TOP of PARAPET CONT. NAILER (DRILL OUT FOR A.B. BELOW) CONT. MTL. CLEAT FASTEN at 8" O.C. (TYP. EA. SIDE) EXTEND ROOF'G. UP and OVER TOP OF PARAPET LONG -LIFE SELF-TAPP'G FTNR. with WASHER (TYP. EA. RIB) SELF-TAPP'G. TYPE'A' FSTNR'S. with WASHER and TRI-BEAD TAPE SEALER (TYP.) CONT. P.T. 2x8 (SEE STRUCT.) MANUF'S. STD. ROOF'G. TRANSITION USSES at 24" O (SEE STRUCT.) " GWB (MMR) ON g' CFSF FURRING at 16" O.C. TO U/S OF ROOF DECK. J" RIGID INSUL. BTWN. FURR'G STRIPS CONT. P.T. 2x8 LEDGER and JOIST HANGER (SEE STRUCT.) CHAIR RAIL (SEE DECOR) %" GWB (MMR) RIGID INSUL. BTWN. J" CFSF FURRING STRIPS at 16" O.C. FRP PANEL SYS. (SEE DECOR) CONT. FRP J-CHANNEL (CAULKED) TILE BASE (SEE DECOR) TILE FLOOR (SEE DECOR) CONC. SLAB with VAPOR RETARDER CMU STEM WALL (SEE STRUCT.) REFER TO ELEVATIONS „a $ CONT. CONC. FTG. (SEE STRUCT.) a � 2 DINISNG (SOUTH) ELEVATION SCALE: 3/4" = 1'-0" at 24"x36" SINGLE PLY ROOF SYS. RIGID POLYISO. INSUL. (5" thk. MIN.) PLYWD. ROOF SHEATH'G. (SEE STRUCT.) a LED PARAPET LIGHT'G. BAND LED UPLIGHTING FALSE PARAPET CAP FLASH'G. PRE -FIN. ALUMIN. LIGHT BAND SNAP -ON PRE -FIN. MTL. FLASHING with CONT. CLEAT PARAPET CAP FLASHING, SLOPE to ROOF CONT. TAPE MASTIC (OVER SILL SCREED) WRAP FLEXIBLE FLASHING OVER TOP of PARAPET 14-10 x 2" MASONRY SCREW FSTNR. at 24" O.C. with TAPE SEALER EA. SIDE of FLEX MEMBRANE CONT. NAILER (DRILL OUT FOR A.B. BELOW) STUCCO FINISH. SYS. CONT. MTL. CLEAT FASTEN CONT. PVC SILL SCREED at 8" O.C. (TYP. EA. SIDE) FLEX MEMBRANE EXTEND ROOF'G. UP and �. OVER TOP OF PARAPET LONG LIFE LAP-TEK FSTNR'S. at 6" O.C. DO NOT INSTALL THRU PANEL RIB LONG -LIFE SELF-TAPP'G FTNR. with WASHER (TYP. EA. RIB) TRI-BEAD SEALER TOP of CLOSURE & TOP OF FLEX MEMBRANE SELF-TAPP'G. TYPE W FSTNR'S. with WASHER and TRI-BEAD TAPE OUTSIDE CLOSURE PANEL with URETHANE r SEALER (TYP.) SEALANT at ENDS, PANEL RIBS & LAPPING CLOSURE TABS (SEAL ALL VOIDS) / CONT. P.T. 2x8 (SEE STRUCT.) �' EXT. PLYWD. ROOF MANUF'S. STD. SHEATH'G. (SEE STRUCT.) / ROOF'G. TRANSITION AIR/WATER BARRIER / STANDING SEAM ROOF'G. SYS. LOW-FOATING CLIP / CONT. 8" EXT. PLYWD NAILER SELF-TAPP'G. PANCAKE PRE-ENG'D. WOOD TRUSSES at 24" O.C. P-ENG'D. W D USSES at 24" O. — HEAD FSTNR. at 12" O.C. (SEE STRUCT.) r. (SEE STRUCT.) ;r'. NON -SKINNING BUTYL SEALANT BTWN. PANL RIBS (TYP.) (2) SELF-TAPP'G. CONT. P.T. 2x8 PRE -FIN. ALUMIN. SAVE TRIM with DRIP EDGE CONT. P.T. 2x4 FASCIA CONT. MTL. CLEAT FASTEN at 8" O.C. (TYP. EA. SIDE) CONT. 3" PVC SOFFIT VENT " EXT. PLYWD. SHEATH'G. STUCCO FINISH SYS. AIR/WATER BARRIER TYPE'A' FSTNR'S. (SEE STRUCT.) / CONT. CAULK JT. STUCCO FINISH SYS. CONT. FLUID APPLIED AIR/WATER BARRIER (SEAL OPENINGS & PENETRATIONS - TYP.) FLASHING TAPE OVER DRIP EDGE PVC DRIP EDGE FLASHING CONT. CAULK JT. PRE -FIN. ALUMIN. FLASHING BTWN. BRICK and STUCCO 1" EXTERIOR THIN BRICK TOP COURSE - TYP. CONT. FLUID APPLIED AIR/WATER BARRIER (SEAL OPENINGS & PENETRATIONS - TYP.) EXTERIOR THIN BRICK VENEER, INSTALL PER MANUF'S. SPEC'S. (SEE ELEV'S.) PARGE COAT EXPOSED CONC. & PAINT TO MATCH BRICK (6" min.) TYPICAL ALL SECTIONS: 1. PROVIDE INSULATION (R—VALUE AS PER ENERGY CALC'S.) FROM FLOOR TO ROOF DECK IN ALL EXTERIOR WALLS. 2. PROVIDE GYPSUM WALL BOARD (MOLD/MOISTURE RESIST.)SUBSTRATE FROM FLOOR TO ROOF DECK AT ALL WALLS WITH EXPOSED ROOF TRUSSES. 3. REFER TO INTERIOR DECOR SCHEDULE FOR ALL INTERIOR FINISHES. 4. REFER TO EXTERIOR DECOR SCHEDULE FOR ALL EXTERIOR FINISHES. R. Wulbern t Ui Architect PA a CL U AA-0003433 lie. to U (904)329-2510 tel . 0) U robert@wulbem.net. a 'c U O0 a�i m c m 1L c to � c AWNINGS AND FRAMES PER 0 APPROVED SUPPLIER. PROVIDE BLOCKING AS REQUIRED PER LOCAL m CODES. COORDINATE LOCATION WITH MANUFACTURER. m� v � N E CU N oCm c rn � N (D 0) L cc L ca N 0) -O 0) 0) 0 � N y� c d @ GL) 0 N rn T'y U y c o y .o w c � U n� c S s � m REFER TO J 'w ELEVATIONS F ° o �— CONT. P.T. 2x8 LEDGER and JOIST HANGER (SEE STRUCT.) " RIGID INSUL. BTWN. FURR'G STRIPS " GWB (MMR) ON J" CFSF FURRING at 16" O.C. TO U/S OF ROOF DECK, RETURN GWB INTO WINDOW OPEN'G. (TYP.) S.F. 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V 'A.; N N Q z Q N OO W Y In v. CO a (' Ix O ��S Oro W W O :) Ortl m�zU) op J N 1 U) O U W V) A-6 LED PARAPET LIGHT'G. BAND LED UPLIGHTING PRE -FIN. ALUMIN. LIGHT BAND FLASHING with CONT. CLEAT REFER TO ELEVATIONS CONT. TAPE MASTIC (OVER SILL SCREED) - CONT. PVC SILL SCREED - PRE -FIN. ALUMIN. FLASHING BTWN. BRICK and STUCCO REFER TO h ELEVATIONS (2)" ADHESIVE ANCHORS with 5" EMBEDMENT REFER TO PLANS & ELEV'S FOR DEPTH WEATHER TIGHT LAMP (COORD. w/ CANOPY MANUF.) CONT. FLUID APPLIED AIR/WATER BARRIER (SEAL OPENINGS & PENETRATIONS - TYP.) EXTERIOR THIN BRICK VENEER, INSTALL PER MANUF'S. SPECS. (SEE ELEV'S.) PARGE COAT EXPOSED CONC. & PAINT TO MATCH BRICK (6" min.) a Drive\0 Projects Current\1667.07 BK-A29752 (Kitterman St Lucie Cc) (576)\1667 07 A-6 12 Wall Sections.dwg, 12/4/2017 6:22:16 PM FALSE PARAPET CAP FLASH'G SNAP -ON PRE -FIN. MTL. PARAPET CAP FLASHING, SLOPE to ROOF WRAP FLEXIBLE FLASHING OVER TOP of PARAPET CONT. NAILER (DRILL OUT FOR A.B. BELOW) CONT. MTL. CLEAT FASTEN at 8" O.C. (TYP. EA. SIDE) EXTEND ROOF'G. UP and OVER TOP OF PARAPET MANUF'S. STD. ROOF'G. TRANSITION .USSES at 24" O (SEE STRUCT.) CONT. P.T. 2x8 LEDGER and JOIST HANGER (SEE STRUCT.) SINGLE PLY ROOF SYS. RIGID POLYISO. INSUL. (5" thk. MIN.) PLYWD. ROOF SHEATH'G. (SEE STRUCT.) T" GWB (MMR-SAG RESISTANT) CLG. ON GWB SUSPENSION SYS. GWB (WATER RESISTANT) from 24" AFF UP. 2x6 or 2x4 P.T. FRAMING at 16" O.C. (SEE PLAN FOR WALL THICKNESS) UNFACED BATT INSUL. (R-15 min.) DUROCK SHEATHING to 24" AFF TILE WALL FINISH (SEE DECOR) 2x P.T. SILL PLATE TILE BASE (SEE DECOR) TILE FLOOR (SEE DECOR) CONC. SLAB with VAPOR RETARDER CMU STEM WALL (SEE STRUCT.) e°• ° s e• a. CONT. CONC. FTG. (SEE STRUCT.) a • A JOILET (SOUTH) ELEVATION SCALE: 3/4" = 1'-0" at 24"x36" SNAP -ON PRE -FIN. MTL. PARAPET CAP FLASHING, SLOPE to ROOF MOLDED EPS INSUL. CORNICE with STUCCO FINISH. PROVIDE CONT. BLOCK'G. AS REQ'D. CONT. CAULK JT. with BACKER ROD 8" EXT. PLYWD. SHEATH'G. NICHIHA PANEL SYS. AIR/WATER BARRIER (WRAP & SEAL OPENINGS & PENETRATIONS - TYP.) CONT. (2) 2X6 BLOCKING at SIGN MOUNTING POINTS with LUS26-2 EA. END MANUF'S. STD. HORIZ. EXPANSION JTJ FLASHING SYS. CONT. P.T. (2) 2x8 TOP PLATE (SEE STRUCT.) S-2 8" CMU WALL (SEE STRUCT.) Z" X 6" LAG BOLT INTO (2) 2x8's with e" PLYWD. FILLER REFER TO PLANS & ELEV'S FOR DEPTH WEATHER TIGHT LAMP (COORD. w/ CANOPY MANUF.)Lj 3 t' CFSF at 24" O.C. CLIP --_ _-_— TO CMU (SEE STRUCT.) CONT. CAULK JT. J (1) PT2x6 NAILER TOP WITH-- 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBED. (TYP. EA. END) NICHIHA CORNER TRIM (TR-IG) - TYP. at ALL OUTSIDE CORNERS NICHIHA WALL PANEL SYSTEM over AIR(WATER BARRIER and J" EXT. PLYWD. SHEATH'G. on 3" CFSF — - WRAP FLEXIBLE FLASHING OVER TOP of PARAPET CONT. MTL. CLEAT FASTEN at 8" O.C. (TYP. EA. SIDE) ROOF'G. MANUF'S. STD. PARAPET WALL VENT. CITY. TO BE DETERMINED BY THE UNITS FREE AREA DIVIDED BY REQ'D. FREE AREA NOTED ON ROOF PLAN. EXTEND ROOF'G. UP and OVER TOP OF PARAPET PRE-ENG'D. WOOD TRUSSES at 24" O.C. (SEE STRUCT.) MANUF'S. STD. ROOF'G. TRANSITION 8" EXT. PLYWD. ROOF SHEATH'G. (SEE STRUCT.) PRE-ENG'D. WOOD TRUSSES at 24" O.C. (SEE STRUCT.) 2x8 FRAMING at 24" O.C. CONT. 2x8 LEDGER and JOIST HANGER (SEE STRUCT.) SIMPSON LUS24 HANGER EACH END EACH RAFTER ATTACHED WITH (4) 10d NAILS TO NAILER AND RAFTER CONT, 3" PVC r SOFFIT VENT STUCCO FINISH over AIR/WATER BARRIER and P EXT. PLYWD. SHEATH'G. J OPEN NICHIHA CORNER TRIM (TR-1 G) - TYP. at ALL OUTSIDE CORNERS NICHIHA WALL PANEL SYSTEM over AIR/WATER BARRIER and g" EXT. PLYWD. SHEAT TG. on 3 B" CFSF REFER TO ELEVATIONS 92 le �N N -IN SIN LO (-4 I — 12' 24„ 93„ MANUF'S. STD. ROOF'G. TRANSITION SINGLE PLY ROOF SYS. TRUSSES at 24" O.C. (SEE STRUCT.) RIGID POLYISO. INSUL. (5" thk. MIN.) PLYWD. ROOF SHEATH'G. (SEE STRUCT.) AIR/WATER BARRIER (WRAP & SEAL OPENINGS & YNETRATIONS - TYP.) CONT. FLUID APPLIED AIR(WATER BARRIER (SEAL OPENINGS & PENETRATIONS - TYP.) (1) PT2x6 NAILER TOP WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBED. (TYP. EA. END) SIMPSON LUS24 HANGER EACH END EACH RAFTER ATTACHED WITH (4) 10d NAILS TO NAILER AND RAFTER CONT, CAULK JT. CONCRETE PAVERS OVER 1" SAND BED ANDS" BASE MATERIAL (COMP. LBR-100). COORD. w/ CIVIL. TRAFFIC SEALANT & BACKER ROD w/ PVC JOINT COVER SLOPE AWAY FROM BLDG. REFER TO DECOR PACKAGE FOR PAINTED FINISH COLOR FOR TRUSSES, CONDUITS, ROOF DECK, ETC. 3" CFSF at 16" O.C. (SEE STRUCT.) CONT. CAULK JT. (TYP. BOTH SIDES) INSUL. TT RIGID INSUL. BTWN. FURR'G STRIPS gGWB (MMR) ON J" CFSF FURRING at 16" O.C. TO U/S OF ROOF DECK. RETURN GWB INTO WINDOW OPEN'G. (TYP.) S.F. WINDOW HEAD FASTEN per PRODUCT APPROVAL INSUL, IMPACT RATED, LOW-E GLAZING S.F. HORIZ. INTERMEDIATE MULLION THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT odAY BE NECESQARY IN ORDER TO, COMPLY WITH kiLAPI tICA CODES, INSUL., IMPACT RATED, LOW-E GLAZING S.F. WINDOW SILL with SILL RECEPTOR, SET IN BED of SEALANT and FASTEN per PRODUCT APPROVAL CONT. SANDED CAULK JT. TILE FLOOR (SEE DECOR) . . '.•D D • r• • a 0 • ' > • .• s a > � e > '' D e ' D s � D D e e e D � De • p .. • '' • " - ' , � . • . •'e. s ., : a � CONC. SLAB with VAPOR RETARDER i r..e e. • D r b e .. CMU STEM WALL (SEE STRUCT.) EXP. JT. Q O Q CONT. CONC. FTG. (SEE STRUCT LL z SENTRY (SOUTH) ELEVATION Z SCALE: 3/4" = 1'-0" at 24"x36" 9 O w x F_ R. 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SHEATH'G. - 8" CMU WALL (SEE STRUCT.) - AIR/WATER BARRIER (WRAP & SEAL OPENINGS - & PENETRATIONS - TYP.) 3 5' CFSF at 24" O.C. CLIP TO CMU (SEE STRUCT.) " X 6" LAG BOLT INTO (2) 2x8's with B" PLYWD. FILLER REFER TO PLANS & ELEV'S FOR DEPTH WEATHER TIGHT LAMP (COORD. w/ CANOPY MANUF.) NICHIHA PANEL SYS. 8" EXT. PLYWD. SHEATH'G. AIR/WATER BARRIER (WRAP & SEAL OPENINGS & PENETRATIONS - TYP.) WRAP FLEXIBLE FLASHING OVER TOP of PARAPET CONT. MTL. CLEAT FASTEN at 8" O.C. (TYP. EA. SIDE) EXTEND ROOPG. UP and OVER TOP OF PARAPET ROOF'G. MANUPS. STD. PARAPET WALL VENT. CITY. TO BE DETERMINED BY THE UNITS FREE AREA DIVIDED BY REQ'D. FREE AREA NOTED ON ROOF PLAN. MANUF'S. STD. ROOF'G. TRANSITION S" EAT. PLYWD. ROOF SHEATH'G. (SEE STRUCT.) PRE-ENG'D. WOOD TRUSSES at 24" O.C. (SEE STRUCT.) USSES at 24" O. (SEE STRUCT.) CONT, P.T. 2x8 LEDGER and JOIST HANGER (SEE STRUCT.) CONT. CAULK JT. J / -- 8" EXT. PLYWD. SHEATH'G. - NICHIHA SOFFIT SYS. AIR/WATER BARRIER CONT. CAULK JT. NICHIHA CORNER TRIM (TR-1 G) - TYP. at ALL PROVIDE BLOCKING BETWEEN OUTSIDE CORNERS TRUSSES ® 24" O.C. VERT. _- NICHIHA PANEL SYS. (BEYOND) STAINLESS STL. SILL -- 2x4 FRAMING 0 16" O.C. 1" EXTERIOR THIN BRICK TOP COURSE - TYP. ♦77 •i PRE-ENG'D. WOOD TRUSS PARAPET NICHIHA WALL PANEL SYS. TO BE CONT. FLUID APPLIED PENINAIR/WS & FRAMING at 24" O.C. APPLIED IN STRICT ACCORDANCE BARRIER (SEAL OPENINGS.) W/ MANUFACTURERS REQUIREMENTS PENETRATIONS -TYP.) EXTERIOR THIN BRICK VENEER, INSTALL PER MANUF'S. SPEC'S. (SEE ELEV'S.) ROOF TRUSSES CONT. CAULK JT. (REF. FRAMING 2x6 BETWEEN TRUSSES PLAN WITH SIMPSON JOIST CONC. BARRIER CURB HANGER AT EACH END. CORNER TRIM ATTACHED PAVING (SEE CIVIL) • PER MFR. REQUIREMENTS 4". STUCCO FINISH SYS. TO BE CORNER TRIM ATTACHED --- 2 _0 APPLIED IN STRICT ACCORDANCE D D D 0 PER MFR. REQUIREMENTS (MIN') W/ MANUFACTURERS REQUIREMENTS NICHIHA WALL PANEL SYS. • • TO BE APPLIED IN STRICT ACCORDANCE W/ MANUFACTURERS REVS. TYPICAL PLAN AT ,TOWER RETURN WALL SCALE: 3/4 1'-C at 24"x36" SINGLE PLY ROOF SYS. MANUPS. STD. ROOF'G. TRANSITION SINGLE PLY I— ROOF SYS. J" RIGID INSUL. BTWN. FURR'G STRIPS ACT CLG FRP SY.S ON J" GWB (MMR) over j" CFSF FURRING at 16" O.C. TO U/S OF ROOF DECK. RETURN GWB INTO WINDOW OPEN-G. (TYP.) S.F. WINDOW HEAD FASTEN per PRODUCT APPROVAL S.F. WINDOW SILL FASTEN per PRODUCT APPROVAL SELF -CLOSING DRIVE -THROUGH WINDOW AS SPECIFIED ON SHT. A-10 FASTEN per PRODUCT APPROVAL CAULK PERIMETER BOTH SIDES STAINLESS STL. SILL SET IN BED OF SEALANT GWB (MMR) T-O" AFF } SILL HEIGHT RIGID INSUL. BTWN. J" CFSF FURRING STRIPS at 16" O.C. FRP PANEL SYS. CONT. FRP J-CHANNEL (CAULKED) TILE BASE (SEE DECOR) TILE FLOOR (SEE DECOR) CONC. SLAB with VAPOR RETARDER CMU STEM WALL (SEE STRUCT.) CONT. CONC. FTG. (SEE STRUCT.) 'D/T WINDOW (NORTH) ELEVATION SCALE: 3/4' = 1'-0" at 24"06" RIGID POLYISO. INSUL. (5" thk. MIN.) PLYWD. ROOF SHEATH'G. (SEE STRUCT.) FALSE PARAPET CAP FLASH'G. LED PARAPET LIGHT'G. BAND SNAP -ON PRE -FIN. MTL. PARAPET CAP FLASHING, LED UPLIGHTING SLOPE to ROOF PRE -FIN. ALUMIN. LIGHT BAND WRAP FLEXIBLE FLASHING FLASHING with CONT. CLEAT OVER TOP of PARAPET CONT. NAILER (DRILL OUT FOR A.B. BELOW) REFER TO J CONT. MTL. CLEAT FASTEN ELEVATIONS at 8" O.C. (TYP. EA. SIDE) EXTEND ROOF'G. UP and OVER TOP OF PARAPET CONT. HINGE T-6" x 6-6" PRE -FIN. ALUMIN. SINGLE PLY ROOF SYS. RIGID POLYISO. INSUL. (5" thk. MIN.) MANUF'S. STD. ROOPG. TRANSITION PLYWD. ROOF SHEATH'G. 141- (SEE STRUCT.) USSES at 24" 0 (SEE STRUCT.) CONT. P.T. 2x8 LEDGER and JOIST HANGER (SEE STRUCT.) ACT CLG. HOLD -OPEN ROD (BOLTED BOTH ENDS) +:r ANGLE BRACKET FASTEN TO CMU HORIZ. REVEAL (SEE ELEV'S) CONT. FLUID APPLIED AIR/WATER BARRIER (SEAL OPENINGS & PENETRATIONS - TYP.) THESE PLANS AND ALL PROPOSED WORK STUCCO FINISH SYS. ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT. k MAY BR NECESSARY fN .ORDAR TO Jq CONT. 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SIDE of FLEX MEMBRANE STUCCO FINISH. SYS. CONT. PVC SILL SCREED FLEX MEMBRANE LONG LIFE LAP-TEK FSTNR'S. at 6" O.C. DO NOT INSTALL THRU PANEL RIB TRI-BEAD SEALER TOP of CLOSURE & TOP OF FLEX MEMBRANE OUTSIDE CLOSURE PANEL with URETHANE SEALANT at ENDS, PANEL RIBS & LAPPING CLOSURE TABS (SEAL ALL VOIDS) e' EXT. PLYWD. ROOF SHEATH'G. (SEE STRUCT.) AIR/WATER BARRIER STANDING SEAM ROOF'G. SYS. LOW-FOATING CLIP CONT. B" EXT. PLYWD NAILER SELF-TAPP'G. PANCAKE HEAD FSTNR. at 12" O.C. NON -SKINNING BUTYL SEALANT BTWN. PANL RIBS (TYP.) —� PRE -FIN. ALUMIN. EAVE TRIM with DRIP EDGE CONT. P.T. 2x4 FASCIA CONT. MTL. CLEAT FASTEN at 8" O.C. (TYP. EA. SIDE) CONT. 3" PVC SOFFIT VENT 8" EXT. PLYWD. SHEATH'G. STUCCO FINISH SYS. AIR/WATER BARRIER PRE-ENG'D. WOOD TRUSSES at 24" O.C. (SEE STRUCT.) (2) SELF-TAPP'G. CONT. P.T. 2x8 TYPE W FSTNR'S. (SEE STRUCT.) CONT, CAULK IT. STUCCO FINISH SYS. CONT. FLUID APPLIED AIR/WATER BARRIER (SEAL OPENINGS & PENETRATIONS - TYP.) FLASHING TAPE OVER DRIP EDGE PVC DRIP EDGE FLASHING CONT. CAULK IT. CONT. FLUID APPLIED AIR/WATER BARRIER (SEAL OPENINGS & PENETRATIONS - TYP.) EXTERIOR THIN BRICK VENEER, INSTALL PER MANUF'S. SPECS. (SEE ELEV'S.) PARGE COAT EXPOSED CONC. & PAINT TO MATCH BRICK (6" min.) FALSE PARAPET CAP FLASH'G SNAP -ON PRE -FIN. MTL. PARAPET CAP FLASHING, SLOPE to ROOF WRAP FLEXIBLE FLASHING OVER TOP of PARAPET CONT. NAILER (DRILL OUT FOR A.B. BELOW) CONT. MTL. CLEAT FASTEN at 8" O.C. (TYP. EA. SIDE) EXTEND ROOF'G. UP and OVER TOP OF PARAPET LONG -LIFE SELF-TAPP'G FTNR. with WASHER (TYP. EA. RIB) SELF-TAPP'G. TYPE W FSTNR'S. with WASHER and TRI-BEAD TAPE SEALER (TYP.) CONT. P.T. 2x8 (SEE STRUCT.) MANUF'S. STD. / ROOF'G. TRANSITION SINGLE PLY ROOF SYS. 11E WOOD USSE t 24" O.C. (SEE UCT.) REFER TO ELEVATIONS RIGID POLYISO. INSUL. (5" thk. MIN.) PLYWD. ROOF SHEATH'G. (SEE STRUCT.) 4" RIGID INSUL. BTWN. FURR'G STRIPS GWB (MMR) ON g' CFSF FURRING at 16" O.C. TO U/S OF ROOF DECK. RETURN GWB INTO WINDOW OPEN'G. (TYP.) S.F. WINDOW HEAD FASTEN per PRODUCT APPROVAL INSUL., IMPACT RATED, LOW-E GLAZING S.F. HORIZ. INTERMEDIATE MULLION THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT _odAY BG NECES°aRY IN.ORD�R T0: �0°11PLYd111T1�!L;�P�.ICA°��iCODES` INSUL., IMPACT RATED, LOW-E GLAZING S.F. WINDOW SILL with SILL RECEPTOR, SET IN BED of SEALANT and FASTEN per PRODUCT APPROVAL CONT. CAULK IT, C.T. BASE (SEE DECOR). RETURN C.T. into WINDOW OPEN G. r— TILE FLOOR (SEE DECOR) aa < CONC. SLAB with VAPOR RETARDER CMU STEM WALL (SEE STRUCT.) CONT. CONC. FTG. (SEE STRUCT.) Q 0 ir N R. 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PARAPET CAP FLASHING, SLOPE to ROOF REFER TO ELEVATIONS Y MOLDED EPS CORNICE with STUCCO FINISH. PROVIDE - CONT. BLOCK'G. AS REQ'D. CONT. CAULK JT. with BACKER ROD - PRE-ENG'D. WOOD TRUSSES at 24" O.C. (SEE STRUCT.) MANUF'S. STD. HORIZ. _ EXPANSION JT./ FLASHING SYS. CONT. P.T. (2) 2x8 TOP PLATE (SEE STRUCT.) NICHIHA PANEL SYS. - 8" EXT. PLYWD. SHEATH'G. - 8" CMU WALL (SEE STRUCT.) - AIR/WATER BARRIER (WRAP & SEAL OPENINGS - & PENETRATIONS - TYP.) 3 8" CFSF at 24" O.C. CLIP TO CMU (SEE STRUCT.) CONT. FLUID APPLIED AIR/WATER BARRIER (SEAL OPENINGS & PENETRATIONS - TYP.) CFSF BOX BEAM HEADER 3 8" CFSF at 16" O.C. CONT. 3" PVC SOFFIT VENT STUCCO FINISH over AIR/WATER BARRIER and 8" EXT. PLYWD. SHEATH'G. CONT. CAULK JT. NICHIHA PANEL SYS. (BEYOND) NICHIHA CORNER TRIM (TR-1 G) - TYP. at ALL OUTSIDE CORNERS STAINLESS STL. SILL NICHIHA PANEL SYS. CONT, FLUID APPLIED AIR/WATER BARRIER (SEAL OPENINGS & PENETRATIONS - TYP.) 8" CMU WALL (SEE STRUCT.) CONT. CAULK JT. CONIC. BARRIER CURB WRAP FLEXIBLE FLASHING OVER TOP of PARAPET CONT. MTL. CLEAT FASTEN at 8" O.C. (TYP. EA. SIDE) EXTEND ROOF'G. UP and OVER TOP OF PARAPET ROOF'G. MANUF'S. STD. PARAPET WALL VENT. QTY. TO BE DETERMINED BY THE UNITS FREE AREA DIVIDED BY REQ'D. FREE AREA NOTED ON ROOF PLAN. MANUF'S. STD. ROOF'G. TRANSITION 8" EAT. PLYWD. ROOF SHEATH'G. (SEE STRUCT.) SINGLE PLY ROOF SYS. PRE-ENG'D. WOOD TRUSSES at 24" O.C. (SEE STRUCT.) PRE-ENG'D. WOO TRUSSES at 24" 01 (SEE STRUCT.) CONT. P.T. 2x8 LEDGER and JOIST HANGER (SEE STRUCT.) PAF FASTEN CFSF TRACK TO FACE OF CMU ACT CLG. t' RIGID INSUL. BTWN. FURR'G STRIPS FRP SYS. ON 8" GWB (MMR) with B" CFSF FURRING at 16" O.C. TO ABV. CEILING. RETURN GWB INTO WINDOW OPEN-G. (TYP.) S.F. WINDOW HEAD FASTEN per PRODUCT APPROVAL INSUL., IMPACT RATED, LOW-E GLAZING CAULK PERIMETER BOTH SIDES STAINLESS STL. SILL SET IN BED OF SEALANT V GWB (MMR) 3'-0" AFF } SILL HEIGHT RIGID INSUL. BTWN. e" CFSF FURRING STRIPS at 16" O.C. FRP PANEL SYS. CONT. FRP J-CHANNEL (CAULKED) TILE BASE (SEE DECOR) TILE FLOOR (SEE DECOR) 44- \ • -�—� ° • * ° CONC. SLAB with VAPOR RETARDER • • CMU STEM WALL (SEE STRUCT.) 4 L4 s° CONT. CONC. FTG. (SEE STRUCT.) 15 D/T WINDOW I SCALE: 3/4" = 1'-0" at 24 ELEVATION MANUF'S. STD. ROOF'G. TRANSITION SINGLE PLY ROOF SYS. RIGID POLYISO. INSUL. (5" thk. MIN.) PLYWD. ROOF SHEATH'G. (SEE STRUCT.) SNAP -ON PRE -FIN. MTL. PARAPET CAP FLASHING, SLOPE to ROOF REFER TO ELEVATIONS Y MOLDED EPS CORNICE with STUCCO FINISH. PROVIDE - CONT. BLOCK'G. AS REQ'D. CONT. CAULK JT. with BACKER ROD - PRE-ENG'D. WOOD TRUSSES at 24" O.C. (SEE STRUCT.) MANUF'S. STD. HORIZ. _ EXPANSION JT./ FLASHING SYS. CONT. P.T. (2) 2x8 TOP PLATE (SEE STRUCT.) NICHIHA PANEL SYS. - 8" EXT. PLYWD. SHEATH'G. - 8" CMU WALL (SEE STRUCT.) - AIR/WATER BARRIER (WRAP & SEAL OPENINGS - & PENETRATIONS - TYP.) 3 8" CFSF at 24" O.C. CLIP TO CMU (SEE STRUCT.) MANUF'S. STD. HORIZ. EXPANSION JT./ FLASHING SYS. NICHIHA PANEL SYS. AIR/WATER BARRIER (WRAP & SEAL OPENINGS & PENETRATIONS - TYP.) 8" EXT. PLYWD. SHEATH'G. 3 8" CFSF at 24" O.C. CLIP TO CMU (SEE STRUCT.) 8" CMU WALL (SEE STRUCT.) CONT. CAULK JT. CONC. BARRIER CURB WRAP FLEXIBLE FLASHING OVER TOP of PARAPET CONT. MTL. CLEAT FASTEN at 8" O.C. (TYP. EA. SIDE) �— EXTEND ROOF'G. UP and OVER TOP OF PARAPET ROOF'G. MANUF'S. STD. PARAPET WALL VENT. QTY. TO BE DETERMINED BY THE UNITS FREE AREA DIVIDED BY REQ'D. FREE AREA NOTED ON ROOF PLAN. MANUF'S. STD. ROOF'G. TRANSITION 8" EAT. PLYWD. ROOF SHEATH'G. (SEE STRUCT.) SINGLE PLY ROOF SYS. PRE-ENG'D. WOOD TRUSSES at 24" O.C. (SEE STRUCT.) PRE-ENG'D. WOOD TRUSSES at 24" O.C. (SEE STRUCT.) N CONT. P.T. 2x8 LEDGER and JOIST HANGER (SEE STRUCT.) ACT CLG. %" GWB (MMR) RIGID INSUL. BTWN. "CFSF FURRING STRIPS at 16" O.C. FRP PANEL SYS. CONT. FRP J-CHANNEL (CAULKED) TILE BASE (SEE DECOR) TILE FLOOR (SEE DECOR) CONC. SLAB with VAPOR RETARDER • • CMU STEM WALL (SEE STRUCT.) ° -4 CONT. CONC. FTG. (SEE STRUCT.) /T (ET) ELEVATION :14)!ALE: 3/4" = 1'-0" at 24"x36" MANUF'S. STD. ROOF'G. TRANSITION SINGLE PLY /- ROOF SYS. RIGID POLYISO. INSUL. (5" thk. MIN.) PLYWD. ROOF SHEATH'G. (SEE STRUCT.) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT. odAY.BC NECESQIRY IN.ORDER TOY C.091PLY WITH A!L APPLICAft4 CODES: CL AA - 0003433 Ile yU (904)329-2510 tal e 0) U robertt@mlbern.net e CL C U 2 -p U N 0) c d m ai `o c d o) y .L f0 > m � wE (D o c c m A N N .L. m 0)) �o m a: m lQ N Na c d � c y O1 c N p) 2 d) m o N U a c co com a) _ E iE N U F— 90 OF FL�p •! P WU4 9 * _ z•. ti 1214/20176:24 PMII�� 65 Z s W Z a o a O_ N N Y 8 z z N 0 [L Elf C cD m LL m W ~ a o 0 0 c0 0 r o N r d d � n N � O U U ao O Z W U Z 3 ]C L) w W -) in U o a goldco VERTICAL . CGr,51 �llC fILYM M4f4AGLMLv r . 00=ft% V J 04 L0 N a z aN LU� W 'qr O� Ya rp Z W � J L- O O C) � j LLJ� jW O :D �,rl oo J M �O1��1jj 0 00 z (0 U) w 1n Z) w m O z z z 0 z w Z 0 z O O F— O W LU w = J w ` Qz F- A Google Drive\0 Projects Current\1667.07 BK-A29752 (Kitterman St Lucie Cc) (576)\1667 07 A-6 12 Wall Sections.dwg, 12/4/2017 6:24:16 PM SEE PLANS F®R LOCATION of ACCESSORIES SOLID SURFACE BK. -_ SPLASH (COORD. Og COLOR/MANUF. W/ � DECOR VENDOR) 1� X N CD Oe Th in 00 i'7 CN TYP. DETAIL FOR HAND DRYER, SOAP DISP. WASTE RECEPTACLE K SCALE: I IZ' = P-0" at 24"x30' CLEAR ALUMINUM 2' # 2" * 2" � � 2 FRAME iv '` _ _ — 2' 2,—C„ Ir _ 2 0 N R 2„ 2„ h — il — CLEAR rr CLEAR ALUMINUM 1 FRAME io tI. tI ALUMIN. v FRAME 0 I I T .t I N N I - SELF -CLOSING DRIVE -THROUGH WINDOW (with FLORIDA C14 PRODUCT APPROVAL No.171): -- �� 4 QUIKSERV MODEL #SC-4030-IP rn N * DEPENDENT ON DRIVE -THROUGH R R N (48"W x 36"H) o WINDOW SELECTED. VERIFY LATEST 'r1 -OR- DIMENSIONAL INFORMATION WITH 7h READY ACCESS MODEL 600 SERIES (47 " THE MANUFACTURER. 1/2" W x 43 1/2" H) NDOWD .E: 1/4" = 1'-0" r WINDOW Q SCALE: 1/4" = 1'-0" WINDOWD SCALE: 1/4" = 1'-0" COORD DIMENSIONS WITH STRUCTURAL and. FIELD VERIFY 1. 219 -9 f 5„ , --3 -O 2" " 2" f 5 , 2 2' ALUMINUM r I N WINDOW 0 SCALE: 1/4" = 1'-0" WINDOW 0 — r-0 „ GALE: 1/4" = S 1 3'-6" �- N �3'-2 WINDOW <�> SCALE: 1/4" = 1'-0" OR FRAME O PEN 2'-6"x6'-8" MATERIAL ALUMINUM IAL: OLID CORE HPL FINISH: REFER TO DECOR PACKAGE : REF TO DECOR PACKAGE RDWA DOOR TO RECEIVE: HINGES: 2 EACH GER: 1250 4 1/2 x 4 1/2 x 652 (SPRING HI ES) LOCKSET: i EACH SCHLA , AL40S SAT x 626 WALL STOP: 1 EACH HAGER 2 SILENCERS: 2 EACH HAGER 307W xBR 0 N O T DOOR ,3 SCALE: 1/4" = 1'- 2 N DOORFRAME SCALE: 1/4" ALUMINUM HEAD O JAMB( SILL O DOOR FRAME DOOR FRAME OPENING: 3'-0"x7'-0"xi 3/40x AD x AF MATERIAL: ALUMINUM OPENING: 3'-0"x7'-0"x1 3/4% AD x AF MATERIAL: ALUMINUM MATERIAL: ALUMINUM / GLASS fFINISH: CLEAR MATERIAL: ALUMINUM / GLASS FINISH: CLEAR FINISH: CLEAR FINISH: CLEAR HARDWARE REMARKS HARDWARE ENTRANCE DOOR HARDWARE SHALL DUMMY CYLINDERS ENTRANCE DOOR HARDWARE SHALL CONSIST OF OFFSET CONSIST OF OFFSET PIVOTS, ADAMS SHALL BE PROVIDED ON THE EXTERIOR OF ALL PIVOTS, ADAMS RITE MS-1852S DEAD BOLT LOCK WITH RITE MS-1852S DEAD BOLT LOCK WITH DOORS EXCEPT AT MAIN ENTRY. ADAMS RITE 4089 EXIT INDICATOR INCLD'G. HEADER ADAMS RITE 4089 EXIT INDICATOR SIGNAGE, NORTON 1605 SURFACE CLOSER WITH BACK INCLD'G. HEADER SIGNAGE, NORTON CHECK, B-KING CORP. DOOR PUSH/PULLS. PROVIDE 1605 SURFACE CLOSER WITH BACK WEATHERSEALS, BOTTOM RAIL DOOR SWEEP and STANDARD CHECK, B-KING CORP. DOOR PUSH/PULLS. PROVIDE 2' r 2 2" 2' 2 FL/ADA THRESHOLD. W'EATHERSEALS, BOTTOM RAIL DOOR �- 5" -8'-5 SWEEP and STANDARD FL/ADA THRESHOLD. _ 2„ �12, O 112, 3'-0A T= TEMPERED N N T= TEMPERED N000 " N HEAD - N HEAD 0 o REFER TO SHEET A-9 REFER TO SHEET A-9 o JAMB o ` o JAMB REFER TO SHEET A-9 REFER TO SHEET A-9 0 N ,SILL O 0 _ SILL G - T .— N T k- 3'-0" ✓ MINIMUM --3'-0"O MINIMUM DOOR O RAILFOM DOOR FRAME DOOR O RAILBOTDOOR FRAME SCALE: 1/4" = 1'-0° DIMENSION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" DIMENSION SCALE: 1/4" = 1'-0" DOOR FRAME DOOR FRAME OPENING: 3'-0"x6'-8"x1 3/4"WD x AF MATERIAL: ALLUMINUM OPENING: 4'-0"x7'-O"x1 3/4% MD x MF MATERIAL: HOLLOW METAL MATERIAL: SOLID CORE HPL FINISH: REFER TO DECOR PACKAGE MATERIAL: HOLLOW METAL FINISH: PAINT -REFER TO SHEET A-2 & A-2.1 FINISH: REFER TO DECOR PACKAGE FINISH: PAINT - REFER TO SHEET A-2 & A-2.1 HARDWARE REMARKS HARDWARE EACH DOOR TO RECEIVE: SIGN PACKAGE: 1 "KITCHEN" AND DOOR TO RECEIVE: HINGES: 3 EACH HAGER: BB1279 4 1/2 x 4 1/2 x 652 CORRESPONDING SIGNAGE IN GRADE TWO BRAILLE PER ADA HINGES: 4 EACH HAGER: BB1168 4 1/2" x 4 1/2" x USP x NRP LOCKSET: 1 EACH SCHLAGE, AL53PD SAT x 626 REQUIREMENTS. SIGNS FURNISHED BY DECOR SUPPLIER. EXIT DEVICE: 1 EACH VON DUPRIN 22EO x 689 CLOSER: 1 EACH LCN 4111 EDA SIGNS INSTALLED BY GENERAL CONTRACTOR PER ADA CLOSER: 1 EACH LCN 4116 EDA FLOOR STOP: 1 EACH HAGER 241F x US26D REQUIREMENTS, VIEWER: 1 EACH ROCKWOOD 622 x 626 KICKPLATES: 2 EACH HAGER 193S 10"x2" LOW 628 AS AN OPTION IN LIEU OF SOLID CORE DOORS AND HOLLOW KICKPLATES: 1 EACH HAGER 193S 32"x2" LDW 628 (INSTALL W/FLAT HEAD PHILLIPS HEAD SCREWS) (INSTALL W/FLAT HEAD PHILLIPS HEAD SCREWS) HOLLOW METAL FRAMES, PROVIDE MARLITE HPL DOORS WITH THRESHOLD: 1 EACH NATIONAL GUARD 325 x 48' x AL SILENCERS: 3 EACH HAGER 307D RBR ALUMINUM FRAMES. DOOR SWEEP: 1 EACH NATIONAL GUARD 20ONA x 48" DOOR VIEWER: 1 EACH ROCKWOOD 622 x 626 WEATHERSTRIP: 1 SET NATIONAL GUARD 160SA 1048", 2084" 2 \. 2 2„ 2„ ---4'-0"-- 3'-0" IN 12"0 GLASS ` N HEAD OD / � HEAD OA o 00 JAMB O °/ / VIEWER o N a JAMB to io \ T° io io SILL O \ SILL O DOOR ® DOORFRAME_ DOOR O DOORFRAME SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1 -0 DOOR FRAME DOOR FRAME OPENING: 3'-0"x6'-8" MATERIAL: ALLUMINUM OPENING: 3'-0"x6'-8"x1 3/4% WD x MF MATERIAL: ALLUMINUM MATERIAL: SOLID CORE HPL/GLASS FINISH: REFER TO DECOR PACKAGE MATERIAL: SOUD CORE HPL FINISH: REFER TO DECOR PACKAGE FINISH: REFER TO DECOR PACKAGE FINISH: REFER TO DECOR PACKAGE HARDWARE REMARKS HARDWARE REMARKS DOOR TO RECEIVE: AS AN OPTION IN LIEU OF SOLID CORE DOORS AND HOLLOW EACH DOOR TO RECEIVE: SIGN PACKAGE: 1 "LADIES", 1 "GENTLEMEN" AND HINGES: 3 EACH HAGER: BB1279 4 1/2 x 4 1/2 x 652 HOLLOW METAL FRAMES, PROVIDE MARLITE HPL DOORS 'MTH HINGES: 3 EACH HAGER: BB1279 4 1/2 x 4 1/2 x 652 CORRESPONDING SIGNAGE IN GRADE TWO BRAILLE PER ADA LOCKSET: 1 EACH SCHLAGE, AL53PD SAT x 626 ALUMINUM FRAMES. CLOSER: 1 EACH LCN 4111 EDA REQUIREMENTS. SIGNS FURNISHED BY DECOR SUPPLIER, WALL STOP: 1 EACH HAGER 236W x 630 LOCKSET: 1 EACH FALCON: D271 X 626 SIGNS INSTALLED BY GENERAL CONTRACTOR PER ADA KICKPLATES: 2 EACH HAGER 193S 10"x2" LDW 628 PUSH PLATE: 1 EACH HAGER 30S 416 628 REQUIREMENTS. (INSTALL W/FLAT HEAD PHILLIPS HEAD SCREWS) PULL PLATE: 1 EACH HAGER H33E 416 628 AS AN OPTION IN LIEU OF SOLID CORE DOORS AND HOLLOW SILENCERS: 3 EACH HAGER 307D RBR WALL STOP: 1 EACH HAGER 236W x 630 (DOOR #7) HOLLOW METAL FRAMES, PROVIDE MARLITE HPL DOORS WITH KICKPLATES: 2 EACH HAGER 193S 10"x2" LDW 628 ALUMINUM FRAMES. (INSTALL W/FLAT HEAD PHILLIPS HEAD SCREWS) SILENCERS: 3 EACH HAGER 307D RBR NOTE: 2"-\ 2' UNDERCUT DOOR i" FOR AIR FLOW WHEN HVAC 2' /2" s� 3'-0" r N NOT PROVIDED (REF. SHEET M-1). Yx--3'-0" , � - HEAD Op - HEAD Op 24"x34" VISION PANEL I o Do JAMB I1 O 00 o 00 JAMB 1 T I < O io io 'to (0 0 SILL O SILL OF �—V-O" r 3, 4.. DOOR ® DOORFRAME DOOR 6 7 DOOR FRAME SCALE: 1/4" = 1'-0" SCALE: 1 /4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE; 1/4" = 1'-0" OR FRAME DOOR FRAME OPENI 3'-0"x6'-8" MATERIAL: ALLUMINUM OPENING: 3'-0"x7'-O"x1 3/4% MD x MF MATERIAL: HOLLOW METAL MATERIAL. SOLID CORE HPL FINISH: REFER TO DECOR PACKAGE MATERIAL: HOLLOW METAL FINISH: PAINT - REFER TO SHEET A-2 & A-2.1 FINISH: RE TO DECOR PACKAGE FINISH: PAINT - REFER TO SHEET A-2 & A-2.1 HARDWA HARDWARE DOOR TO RECEIVE: DOOR TO RECEIVE: HINGES: 2 EACH GER: 1250 4 1/2 x 4 1/2 x 652 HINGES: 4 EACH HAGER: BB1168 4 1/2" x 4 1/2" x USP x NRP (SPRING HI ES) EXIT DEVICE: 1 EACH VON DUPRIN 22EO x 689 LOCKSET: 1 EACH SCHL AL40S SAT x 626 CLOSER: 1 EACH LCN 4111 EDA WALL STOP: 1 EACH HAGER 2 W x 630 N O T KICKPLATES: 1 EACH HAGER 193S 10"x2" LDW 628 (INSTALL W/FLAT HEAD PHILLIPS HEAD SCREWS) SILENCERS: 2 EACH HAGER 307 BR THRESHOLD: 1 EACH NATIONAL GUARD 325 x 36" x AL DOOR SWEEP: 1 EACH NATIONAL GUARD 20ONA x 36" WEATHERSTRIP: 1 SET NATIONAL GUARD 160SA 1036", 2®84" 'm COPY FIE [ 2"2 2° 2" --3'-0" HEAD Op 12"x12" INSUL'D., HEAD O IMPACT RATED GALZING �f S D �, JAMB E O o N o JAMB I I I B O I it � I io io ^ O \ 12' .A.F.F. LL F O � SILL OC f- 3'-0"--� 3'-4•• DOOR 1, 12 DOOR FRAME DOOR 10 DOOR FRAME SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" J X UM SLOPE 1:2 R� '-ICF X -1d ACCESSIBLE THRESHOLD REW SCALE: 1'-0" = 1'-0" STUCCO PRODUCT TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURES REQUIREMENTS, DOOR HEADER (REF. 1 /A-6) BACKER ROD AND SEALANT TS 5/8" GYP. BOARD (2) 2x4 HEADERS METAL DOOR FRAME -- -- " �-METAL DOOR FRAME WOOD BLOCKING WITH LAG SCREWS --)HEADER DETAIL �D HEADER DETAIL SCALE: 3" = 1'-0" SCALE: 3" = V-0" (2) 2x6 WOOD STUDS STUCCO PRODUCT TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURES REQUIREMENTS. BACKER ROD AND SEALANT METAL DOOR FRAME (#)JAMB=DETAL�. SCAL ALUM. THRESHOLD FINISHED FLOOR a � THRESHOLD DETAL SCALE: 3" = 1'-0" THESE PLANS AI4D ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT I AAY Br NECES!ARY-IN."QRDEi TO CO"APLYWITH;Pis PLICA !AiCODES.° ALUM. THRESH01 BY MANUFACTUF FINISHED FLOOR G THRESHOLD DETAL SCALE: 3" 1'-0" P Imo= (2)2x4 WOOD STUDS O METAL FOOR FRAME E JAMB DETAIL SCALE: 3" = 1'-0" IJ � J a�< fV N /-FINISHED FLOOR THRESHOLD DETAIL SCALE: 3" = 1'-O" SEALANT FRP SILL ALUMINUM STOREFRONT SEALANT 1/8" SHIM SPACE 5/8" GYP. BOARD NOTE: SILL ® 3'-9" A.F.F. WINDOW HEIGHT = 2'-6' H OFFICE SILL DETAIL SCALE: 3" = 1'-0" Specified Products and Approved Equals Hinges - Provide features, functions, size and finish as shown in hardware sets. HAGER 1361279 3131165 253 MCKINNEY TA2714 T4A3786 BOMMEP 5155000 113135004 Locks - Provide features, functions and finish as shown in hardware sets. FALCON - DEADLOCK 0871 NO SUBSTITUTIONS SCHLAGE AL53PD AL405 YALE ALJ5307LN AU5302LN FALCON B511D 5301D Exit Device - Provide features, functions and finish as shown in hardware sets. VON DUPRIN 22 EO YALE 2 1 OO EO 5ARGENT 3828 EO Closers - Provide features, functions and finish as shown In hardware sets. LCN 14G I 41 15 H-GUSH YALE 3301 4425T/4421T DORMA 8616 8916 D5T/895G DST Push/Pull, KP, Stops, Etc. - Provide features, functins, size and finish as shown in hardware sets. HAGER KICKPLT 1935 PULL PLT H33E PU5H PLT 305 PL STOP 241 F WALL 5TOP 236W VIEWER 1 756 ROCKWOOD K1050 133E BF106 X 70C 70C 441CU 409 622 TRIMCO K0050 101 7-3x2 i PROJ. 100 1 -3 1 2 1 1 1 270WV 976U Weatherstripping, Thresholds, Etc. - provide features, functions, size and finish as shown in hardware sets. NATIONAL GUARD THRE511OLD 325A SWEEP 20ONA WEATHERSTRIP I G05A PEMKO 229A 315CN 303A5 ZERO Ir75A 39A 99A R. Wulbern w oi Architect PA O CL O AA.0003433 Ile" N V (204)329-2510 tel " N 'V _ rober[d�wulbernmet a mac 0 N N c m '= a a� m �7 C �o m ri {a .� d 'v .0 d �w �c m air N Ar c ID c ° wd . C rn T'jq i4 o 'G � O 2 a 15 4) U S� c m = Y E c E N m Q FL- v A,��OF FtO,pi C. wOZg�, y 12/4/2017 6:29 PM o1��ga N Id CDN 40 W Q lL �X�o'0 m IL r` 1. W 47 01 0 o o a 2 N <f o a O z "o z U UJ LU X i `� a m O U OO 0 CP9.0I.Ov' vYweeenmws=� VERTICAL .CQN9TRilCY1fAN MANAGENEW . 0 J U) N Ln 4m W N Q Z Q N .`. O� Of LU Y rn NT co Q (7 o Z a W ILL Y O o U) 51 W OE#4) H = I-- 0 W CO � M O rrl Z aQ (0 J U) J Z) 0 U) W W IY 0 A-13 Projects Current\1667.07 BK-A29752 (Kitterman_St Lucie Cc) (576)\1667-07 A-13 Door Schedule & Detaiis.dwq, 12/4/2017 6:28:19 PM DIRECTORY OF MANUFACTURERS AND SUPPLIERS Thic Ikt ng building materials and products. In many cases, approved Burger King materials and products may be purchased directly from these sources at a national accounts price. For a complete listing of approve see E: 6-2-17 SIGNS, EQUIPMENT, PLAYGROUNDS AND D COR ,N 4 - MASONRY DIVISION 9 -FINISHES DIVISION 15 -MECHANICAL EVERPURE, INC L.S.I, INTEGRATED CONTROL CORP. CHARTER HOUSE INC. 4LL BRICK CO. NLL B EVOLUTION BRICK RINNAI (INSTANT WATER HEATERS) (WATER FILTERS) (MENU BOARDS) (KITCHEN MINDER) (DECOR) (FACE BRICK) RINNAI NATIONAL ACCOUNT PRICING THROUGH HAINES, 1040 MUIRFIELD DRIVE 10000 ALLIANCE ROAD 748 PARK AVENUE 4660136 AVENUE w iOREFAIR DRIVE, NW 126 OLD HIGHWAY 60 EAST FOR FINISH MATERIALS, AND CONTACTS, REFER TO FINISH SCHEDULES FOUND IN THE "COMMON DOCUMENTS" SECTION JONES, & CADBURY. CONTACTTHE BURGER KING CSR AT HANOVER PARK, IL. 60133 CINCINNATI, OH 45242 HUNTINGTON, NY 11743 HOLLAND, MI.49424 0 OR 317-774-8880 m )N-SALEM, NC 27105 HARDINSBURG, KY 40143 OF THE WWW.DESIGNWITHBK.COM WEBSITE. HJC 800-459-7099 FOR RINNAI TANKLESS WATER HEATER JEANNINE GAINE: 630-240-1298 BRITTANY KOESTER: 513-372-33910R JOHN PATT1: 631-673-5100 EXT 325 BARB ZILM: 800-314-7659 barbara.zilm@charter-house.com o >A BEANS: [800) 334-86$9 GABS POWERS: (502) 558-4612 PRICING (MISCELLANEOUS) jeannine.gaine@pentair.com 513-315-3725 www.gotochi.com E@PINEHALLBRICK.COM SUMMITVILLE TILE CO RHEEM (WATER HEATERS) SELECTO SCIENTIFIC, INC FEDERAL HEATH SIGN CO AWNINGS, CANOPIES AND SIGNS) DUKE MANUFACTURING (PRODUCT HOLDING UNITS) SEATING CONCEPTS a (DECOR) d DDOX BRICK CO. TRICK) (REPLACEMENT STRATA TILE) 101 BELL ROAD 39 OTLAKEFIEIRDCOURT 12704 DUPONT CIRCLE .63102 Y 125 ELL STREET RADSHAW ROAD 330-223-1511 MONTGOMERY, AL. 36117 SUWANEE, GA. 30024 TAMPA, FL. 33626 ST. LOUTS MO.63102 ST. L UIS M KDAL ROCKDALE, IL. 6D436 0 NENTO, CA 95827 800-621-5622 OR EHUD LEVY: 578-475-1445 FIONA PAUL: 800-284-3284 EXT. 19 SUE SCIUTO: 800-735-3853 EXT 1260 ZACH DEPYSSLER: 815-483-2244 9-6320 CONTACT HAINES, PONES, & CADBURY (MISCELLANEOUS) edlevy@selectoinc.com fpaul@federalheath.com ssciuto@dukemfg.com zdepyssler@seating-concepts.com o, v (U DIVISION 10 -SPECIALTIES PRODUCTS KOALA KARE PRODUCTS A.O. SMITH (WATER HEATERS) N.C.A. NATIONAL HVAC PRODUCTS, LLC. CUMMINGS SIGNS, INC (AWNINGS, CANOPIES AND SIGNS) FRYMASTER CORPORATION (FRYERS) FCC COMMERCIAL FURNITURE o (DECOR] 0 8452 OLD HWY. 99 NORTH °c )N 5 - METALS 1N STEEL BOBRICK (RESTROOM ACCESSORIES, TOILET PARTITIONS* AND (BABY CHANGING STATIONS) 600 E. JOHN CARPENTER FREEWAY, SUITE 200 (AIR CONDITIONING - FULL SERVICE) 15 CENTURY BLVD, SUITE 200 NASHVILLE, TN. 37214 8700 LINE AVE SHREVEPORT, LA 71106 ROSEBURG, OR. 97470 m ;TURAL STEEL) HARDWARE) CONTACT HAINES, JONES, & CADBURY (MISCELLANEOUS) IRVING, TX. 75062 4585 140 AVENUE NORTH ANN BAKER: LAURA Ds@fryma$erfi DN IL 7-1554 FMP DISTRIBUTORS 800-447-1953 CLEARWATER, FL. 33762 877-530-0078 ann.baker@ ulmm n8ss5i38s.com g g eqo derom711 0 ORESTON 800--3202'7328 EXT2844-5284 ROB GRUBER:800-257-7737 OR 609-267-3700 972-719-5900 c preston.ohara@fccfurn.com @ *GREEN PRODUCT CARRIER CORPORATION LOREN COOK CO ENTERA SIGNS GAYLORD INDUSTRIES CASABLANCA DESIGN GROUP AMERICAN STANDARD COLUMBIA VORTEX (AIR CONDITIONING) (EXHAUST FANS) (AWNINGS, CANOPIES AND SIGNS) (HOODS) (DECOR) (RESTROOM ACCESSORIES) (HAND DRYERS) 2015 E. DALE 1200 ENTERA DRIVE 10900 SOUTH AVERY STREET 811 PICKENS INDUSTRIAL DRIVE C 1 CENTENNIAL AVENUE 825 GARLAND STREET 6304 CARRIER PARKWAY SPRINGFIELD, MO 65803-4637 PANAMA CITY, FL. 32401 TUALATIN, OR. 97062 MARIETTA, GA 30026 PISCATAWAY, NJ.08854 866-337-7286 EXT. 1136 SYRACUSE, NY. 13221 KEN DICKSON: 813-966-9200 850-797-1779 JOHN ANDERSON: 971-223-1238 JOHN HARRISON: 770-423-9575 T CONTACT HAINES, PONES, &CADBURY (MISCELLANEOUS) DEBORAH ROY-TONES: 315-432-7441 john.anderson@gaylordusa.com John.Harrison@cdg.com u 800-690-1086 ken.dickson@tampabay.rr.com ZURN INDUSTRIES (PLUMBING FIXTURES) UNI-STRUCTURES, INC (CANOPIES & AWNINGS) TRANS (AIR CONDITIONING UNITS, RTU's/SPLIT SYSTEMS CONTROLS) AMEREX CORPORATION (FIRE PROTECTION SYSTEMS) 7595 GADSDEN HIGHWAY SIGN RESOURCE (AWNINGS, CANOPIES AND SIGNS) 6135 DISTRICT BLVD. LANCER (DRINK DISPENSERS) 6fi55 LANCER BLVD FACILITY CONCEPTS, INC (FCI) 15 (DECOR) a 7676 ZIONSVILLE ROAD )N 7- THERMAL MOISTURE PROTECTION LAST ROOFING G.A.F. 200FING) (FLAT ROOF) 1801 PITTSBURG AVENUE 8540 COBB CENTER DR. 2884 CORPORATE WAY TRUSSVILLE, AL 35173-0081 MAYWOOD, CA. 90270 SAN ANTONIO, TX. 78219 INDIANAPOLIS, IN 46268 ORLEY DRIVE 1361 ALPS ROAD ERIE, PA. 16502 KENNESAW, GA. 30152 MIRAMAR, FL. 33025 LISA JONES: 205-655-5760 RAMON ORTIZ: 323-326-6463 MIKE KRAWETZKE: 817-692-5044 KEN WEAVER: 800-915-8890 EXT. 103 s AW, MI 48601 WAYNE, NJ. 07470 CUSTOMER SERVICE: 855-663-9876 BRET HANKS: 678-974-1766 AL MARTINEZ: 954-499-2289 OR 800-440-9554 Ijones@amerex-fire.com rortiz@signresource.com michael.krawetzke@lancercorp.com kweaver@fcius.com w BEUTHIN: 800-432-9331 (201) 528-3000 www.zurn.com b.hanks@unistructures.com bkhvac@trane.com www.amerex-fire.com CALVIN DURR: 800-915-8890 EXT 303 y s NTHA PICKELMAN 989-758-1048 OR 989-930-9$26 800-7663411 cdurr@fcius.com F- SAN JAMAR WORLD DRYER, CO AMERICAN STANDARD (TOILET, URINAL, FAUCETS) ALLEN INDUSTRIES, INC (AWNINGS, CAN AND SIGNS) NIECO CORPORATION (BROILERS) INTERIOR SYSTEMS, INC (DECOR) )GE ROOFING TAMKO ROOFING PRODUCTS tL ROOF) (FLAT ROOFING) (RESTROOM ACCESSORIES & SUPPLIES) (HAND DRYERS) 1135149TH STREET NORTH 7950 CAMERON DRIVE 241 NORTH BROADWAY, SUITE 600 HALL HALL P.O. BOX 1404 555 KOOPMAN LANE 5700 MCDERMOTT DR. 1 CENTENNIAL AVE. CLEARWATER, FL 33762 WINDSOR, CA 95492 MILWAUKEE, WI 53202 TX. POPLIN, MO. 64802 JOPLIN, MO. ELKHORN, WI. ELKHORN, WI BERKELEY, IL. 60163 BERK PISCATAWAY, NJ. 08855 PISCATAWAY, THERESATRIMMER; 800-677-3075 EXT, 3422 CHRISTINA NEAT: 707-284-7100 JIM ZIELINSKI: 414-232.3502 NTONI7 , TTS JOHNPOTTS theresa.trimmer@atlenindustries.com sales@nieco.com JZielinski@isiamerica.com www23-613 ar.com 32 EXT 133 OR (815) 347-0811 JASON FREDRICKSON: 414-224-0972 OR CONTACT HAINES, JONES, & CADBURY john.potts@worlddryeccom jfredrickson@islamerica.com (MISCELLANEOUS) LEKTRON, INC PITCO COMMERCIAL INTERIOR MANUFACTURERS, INC -ONE METAL PRODUCTS BASF CORPORATION UNIVERSAL MANUFACTURING (PARAPET LIGHT BANDS) (FRYERS) (LIMITED D ITEMS) \L ROOF) (POLYURETHANE ROOFING SYSTEMS) (RESTROOM ACCESSORIES) E. 4fith PLACE l0 FERRY STREET THE HOLLY STREET ZEST 96TH STREET 1703 CROSS POINT AVE 5366 CRESTVIEW DR. TULSA, OK. 74145 TULS CONCORD, NH. 03301 JASPER, GA. 30143 JASPER, NAPOLIS, IN 46260 HOUSTON, TX 77054 MEMPHIS, TN. 38134 KEVINOM BONNIE BOLSTER: 603-230-5529 - 4761 (E KOREEDA: 615-345-9991 MOSES M CLARK, JR: 315-263-4665 901-458-5881 800-634-4059 OR 918-622-4978 EXT 309 800-6 4-4059 bbolster@pitco.com STEVE BOUDREAU STEV dayusuke@firestonebp.com 800-821-1414 krubottom@lektroninc.com steve@cimgbiz.com AUSTIN HOLAN austin@cimgbiz.com FRANKE TAYLOR ULTIMATE SERVICES, INC NAUTICAL FURNISHINGS, LLC ON 8-DOORS AND WINDOWS DIVISION 16 - ELECTRICAL (KITCHEN EQUIPMENT, SMALLWARES, HOODS) 800 AVIATION PARKWAY (SHAKE MACHINE, FROZEN BEVERAGE MACHINE) 1780 NORTH COMMERCE PKWY (LIMITED DECOR ITEMS) 60 NW 60TH STREET LSI INDUSTRIES INC. (INTERIOR AND EXTERIOR LIGHTING, SURVEYS AND SECURITY LIGHTING SYSTEMS (EXTERIOR SITE AND BUILDING LIGHTING, SURVEYS AND iERV MARLITE E-THRU WINDOWS) -THRU WINDOWS) [DOOR, ALUMINUM FRAMES) (DO PHOTOMETRICS) PHOTOMETRICS) SMYRNA, TN. 37086 WESTON, FL. 33326 FT. LAUDERDALE, FL 33309 . ORE PARK DRIVE HARGER STREET 10000 ALLIANCE ROAD 2100 GOLF ROAD, SUITE 460 CUSTOMER SERVICE: 800-877-5178 TINA SMART: 954-217-9100 MICHAEL HOGLUND: 954-771-1100 TON, TX. TON, T7 DOVER, NH 44622 DOVE , NH 4 CINCINNATI, OH. 45242 ROLLING MEADOWS, IL. 60008 fs-bkparts.us@franke.com tina@taylorus.com mhoglund@nauticalfurnishings.com 8 830 BRITTANY KOESTER: 513-372-3391 OR ERIC HILLESLAND: 630-636-8493 KURTHORS21 513-315-3725 ehillesiand@security lighting.com aquikserv.com khorstmann@marlite.com 3M SOUND PRODUCTS CREE /HERMITAGE LIGHTING NATIONAL ACCOUNTS QUALSERV SOLUTION PLAY SYSTEMS (DIY. OF SUPERIOR TNT. INDUSTRIES, INC) ARMSTRONG STRATEGIC ACCOUNTS Y ACCESS UNIVERSAL MANUFACTURING CO (DRIVE-THRU SOUND SYSTEM & SATELITE ANTENNA) (INTERIOR AND EXTERIOR LIGHTING, SURVEYS AND (KITCHEN EQUIPMENT, SMALLWARES) (PLAYGROUND MANUFACTURER) (CEILING TILE) 'THRU WINDOWS &AIR CURTAINS) E TH E (HOLLOW METAL FRAMES &DOORS, WOOD DOORS, 3M CENTER PHOTOMETRICS) 7400 SOUTH 28th STREET 1050 COLUMBIA DR. 2500 COLUMBIA AVENUE UR DRIVE WEST ART U DRIVE HARDWARE (HINGES, LOCKS, ETC) ARE (HINGES, HARDWAREES,RD. BLDG. 223-2N-20 3640 TROUSDALE DRIVE FORT SMITH, AR. 72908 CARROLLTON, GA 30717 LANCASTER, PA. 17604 O, IL. 6 185 ST. PAUL, MN. 55144-1000 NASHVILLE, TN. 37204 BECKY DUBOSE: 479-221-1467 JUAN CUELLAR: 770-832-6660 EXT. 1517 LOUIS JOHN: 407-697-6768 ' 800-621-5045 EXT 113 CGOL RICKcom MEMPHIS, TN. 38134 MEMPHIS, TN JOE CIAMPI: 704-771-2449 STEVEFRIED AN:8 7-830 1444 bdubose@qualservsolutions.com jcuellar@siibrands.com 800-442-4212 ar 0R 800-821-1414 jjciampi@mmm.com W Ijjohn@armstrongceilings.com OR ARMSTRONG STRATEGIC ACCOUNTS 800-264-3383 (800)442-4212 SECURITY PRODUCTS, INC HM ELECTRONICS, INC (HME) H & K INTERNATIONAL (KITCHEN EQUIPMENT, SPI INDUSTRIES USG INTERIORS 3M COMMERCIAL CORE DIVISION (REAR DOOR ALARM) (DRIVE-THRU SOUND SYSTEM) SMALLWARES, HOODS) (PLAYGROUND MANUFACTURER) (CEILING TILE) (WINDOW FILM) 30950 COREAL DRIVE, SUITE B 14110 STOWE DRIVE 2200 SKYLINE DR BOX 100, R.R. #2, JOINT ST. CHRIS BENJAMIN: 312-436-5458 3M CENTER R COARSEGOLD, CA. 93614 POWAY, CA. 92064 DALLAS, TX 75223 SHALLOW LAKE, ON, NOH 2KO CANADA cbenjamin@usg.com ST. PAUL, ST. PAUL, MN BOB BARR OR EMILY BEACH: 800-452-5276 PAUL KOOSER: 800-848-4468 HEATHER VALVERDE: 214-818-3521 CYNTHIA MASTERS: 519-935-2174 OR 519-378-4356 OR 800-328-0033 orders@security productsinc.com paulk@hme.com heather.valverde@hki.com cmasters@spiplastics.com www,spiplastics.com N.C.A. NATIONAL HVAC PRODUCTS, U.C. SUNCOAST ENVIRONMENTAL CONTROLS, INC. (ELECTRICAL SWITCH GEAR) INTERNATIONAL COLD STORAGE (ICS) (WALK-IN COOLERS / FREEZERS, DRY STORAGE SOFT PLAY, LLC (PLAYGROUND MANUFACTURER, SAFETY SURFACING, NOW MITYLITE (2020 LIGHT CHAIRS AND BARSTOOLS) (MASTER CONTROL SYSTEM) 8655 115th AVENUE NORTH COMPARTMENTS) CONTAINED PLAY EQUIPMENT) 1301 WEST NORTH 4585 140 AVENUE NORTH LARGO, FL. 34643 215 EAST 13th STREET 13620 EAST REESE BLVD. SUITE 300 OREM, UT CLEARWATER, FL. 33762 877-544-6679 ANDOVER, KS. 67002 HUNTERSVILLE, NC. 28078 KAREN EDWARDS: 561-213-2810 877-530-0078 LISA MOORE: 800-835-0001 EXT 4177 JIM SWINTEK: 704-948-3448 lisa.moore@icsco.com jim.swintek@softplay.com HILL PHOENIX POWER SYSTEMS DIVISION TRANE CO. 3M FOOD SERVICE BUSINESS MOSS RETAIL AND ENVIRONMENTS TWENTY FOUR 7 GLOBAL SOLUTIONS, INC. (FACTORY INTEGRATED SWITCH GEAR) (ENERGY MANAGEMENT PANEL) (DRIVETHRU COMMUNCATION PRODUCTS, MAINTENANCE (GRAPHICS) (2020 LIGHT AND GARDEN GRILL CHAIRS AND BARSTOOLS) 8166 INDUSTRIAL BLVD 2884 CORPORATE WAY PRODUCTS, MATTING AND TRACTION PRODUCTS, 2643 WEST CHICAGO AVE 898 NORTH SEPULVEDA BLVD, SUITE 465 COVINGTON, GA. 30014 MIRAMAR, FL. 33025 MONITOR STRIPS, TAPES AND DISPENSERS, LAMINATING CHICAGO, IL 60622 EL SEGUNDO, CA 90245 PAUL BROWN: 678-699-0129 AL MARTINEZ: 954-499-2289 SYSTEMS) DJ SCANDIFF: 773-435-7600 EXT 617 ROB LORTS: 773-435-7600 EXT 655 BARRY WOON: 323-319-2722 THESE PLANS AND paul.brown@hil{phoenix,com ammartinez@trane.com 3M CENTER BLDG, 223-2N-20 rlorts@mossinc.com ALL PROPOSED WORK . ARE SUBJECT TO ANY CORRECTIONS ST. PAUL, MN. 55144-1000 REQUIRED BY FIELD INSPECTORS THAT JOE CIAMPI: 704-771-2449 -AAXBC, NEC MARYIN ORDER TO. jjciampi@mmm.com COMPLY WITH A+,C01�1.ICJarl CODES:` HM ELECTRONICS, INC (HME) (DRIVE-THRU WIRELESS INTERCOMS, DRIVE-THRU SPEED VGS, INC (GRAPHICS) WAUSAU TILE, INC (EXTERIOR DECOR) OF SERVICE TIMERS, DIGITAL SURVEILLANCE SYSTEMS) 1696 MABRY MILL DRIVE, SW P.O. BOX 1520 14110 STOWE DRIVE NORTH CANTON, OH 44709 WAUSAU, WI 54402-1520 POWAY, CA. 92064 GREG MOROZ: 201-528-9680 STEVE THUT: 800-388-9728 EXT 320 PAUL KOOSER: 800-848-4468 ORDER EMAIL: BURGERKING@VGS-INC.COM sthut@wausautile.com paulk@hme.com Q MISCELLANEOUS HAINES, JONES, AND CADBURY (PACKAGE PRICING ON MULTIPLE ITEMS BING, TI� RESTROOM ACCESSORIES, ETC) 310 SW 24TH STREET BENTONVILLE, AR 72712 BARRY BRYANT:479-899-3555 barry.bryant@hjcinc.com I R. Wulbern Architect PA AA - 0003433 lic (904)329-2510 tel • robeftAwulbern.net • <EOF,FLO!P Q M q OARS C. wuze y D .A�G� 12/4/2017 6:27 PM z z 0 W a 0 cn o QLu Y Y lL O OfE w � 7 7 m LL m w r H Q rn o 0 v 0 o O O N a d gr U U N O of O < o p {� z ,0 W U z z U e W w— 7 x = °` a � 0 U O 0 d O z C w C C a l tt Of C c z a goldco��" a mom. VERTICAL O d J v/ LO N Q z <N .. �0) LU M O u �Q Y 0 'O Z P W y SS J W 2 n O O � � W O 0 �Of�j rrl Qo J 0 w (n D w m r z z 0 J ¢ z z w 0 z 0 U LD z 0 w M w x 0 z z 0 w x t- LLI U) CK ry LLI U -C aMLL CL D -7 U) A-14 GENERALNOTES 100. DESIGN CRITERIA 100.1 DESIGN BUILDING CODE A. FLORIDA BUILDING CODE, 2014 100.2 GRAVITY LOADS: A. ROOF LIVE LOADS: 1. FLAT ROOF 20 PSF 100.3 LATERAL LOADS: A. WIND LOADS (IN ACCORDANCE WITH DESIGN BUILDING CODE PER GENERAL NOTE 100.1): 1. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), Vult= 161 MPH 2. NOMINAL DESIGN WIND SPEED (3 SECOND GUST), Vasd = 125 MPH 3. RISK CATEGORY = II 4. EXPOSURE CATEGORY = C 5. ENCLOSURE CLASSIFICATION = ENCLOSED 6. INTERNAL PRESSURE COEFFICIENT (GCpi) = +/- 0.18 7. COMPONENTS AND CLADDING PRESSURES: SEE "COMPONENTS AND CLADDING WIND LOADS" TABLE, AND "COMPONENTS AND CLADDING WIND PRESSURE DIAGRAM" 110. GENERAL 110.1 THESE DRAWINGS HAVE BEEN PRODUCED ENTIRELY ON ATLANTIC ENGINEERING SERVICES CADD SYSTEM. ANY OTHER LETTERING, LINES, OR SYMBOLS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, HAVE BEEN MADE WITHOUT THE AUTHORIZATION OF ATLANTIC ENGINEERING SERVICES AND ARE INVALID. 110.2 THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE. THE ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS. 110.3 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ONLY DIMENSIONS INDICATED ON DRAWINGS MAY BE USED TO ESTABLISH THE LOCATION AND EXTENT OF STRUCTURAL WORK. IF A REQUIRED DIMENSION IS NOT FURNISHED ON DRAWINGS, THE CONTRACTOR SHALL SUBMIT A REQUEST FOR INFORMATION TO OBTAIN THE DIMENSION. 110.4 THE METHOD AND FREQUENCY OF ATTACHING MECHANICAL EQUIPMENT UNITS, ETC., TO THE STRUCTURAL ELEMENTS SHALL BE SUBJECT TO THE ENGINEER'S REVIEW AND APPROVAL. 110.5 UNLESS OTHERWISE INDICATED, STRUCTURAL COMPONENTS SUPPORTING MECHANICAL EQUIPMENT HAVE NOT BEEN DESIGNED FOR THE VIBRATIONAL EFFECTS OF THE EQUIPMENT. THE CONTRACTOR SHALL PROVIDE VIBRATION ISOLATORS FOR ANY MECHANICAL EQUIPMENT MOUNTED TO THE STRUCTURE IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 110.6 THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SEQUENCING AND ALL TEMPORARY SHORING AND STABILIZATION THAT IS REQUIRED TO PERFORM THEIR WORK. WHERE REQUIRED, THE CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF FLORIDA FOR THE DESIGN OF TEMPORARY SHORING AND BRACING, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING THEIR WORK IN A SAFE AND SATISFACTORY MANNER. 110.7 ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH THE BUILDING CODE AND ALL LOCAL ORDINANCES. THE OWNER SHALL ENGAGE AN EXPERIENCED, QUALIFIED INSPECTION AGENCY, SUBJECT TO THE REVIEW OF THE ARCHITECT, TO PERFORM ALL INSPECTION WORK, AS REQUIRED. 120. SHOP DRAWINGS 120.1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY ATLANTIC ENGINEERING SERVICES AND THE PROJECT ARCHITECT, SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL COMPONENTS LIMITED TO INCLUDING, BUT NOT , THE FOLLOWING: A. FABRICATED STRUCTURAL STEEL B. REINFORCING STEEL FOR CONCRETE AND MASONRY C. CONCRETE AND/OR MASONRY POST -INSTALLED ANCHORS D. PRECAST CONCRETE LINTELS (IF USED) E. PREFABRICATED WOOD TRUSSES INCLUDING COLD FORMED METAL FABRICATIONS UTILIZED IN TRUSS -TO -FRAME CONNECTIONS. 120.2 SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE INFORMATION FOR THE PRODUCTS OR COMPONENTS TO BE SUPPLIED. SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO: MEMBER SIZES AND DIMENSIONS; GRADES OF MATERIAL FURNISHED; MATERIAL PREPARATION REQUIRED; MATERIAL FINISH AND MATERIAL COATINGS TO BE FURNISHED; INFORMATION REGARDING CUTS, COPES, AND HOLES REQUIRED FOR OTHER TRADES; END CONNECTIONS; CAMBER AND OTHER DEVIATION FROM LINE; SPECIAL ERECTION AND/OR INSTALLATION PROCEDURES, INCLUDING REQUIREMENTS FOR TEMPORARY STABILIZATION, 120.3 ALL SHOP DRAWING RESUBMITTALS AND RECORD COPY SUBMITTALS SHALL HAVE ALL REVISIONS SUBSEQUENT TO THE PREVIOUS SUBMISSION CLOUDED OR OTHERWISE IDENTIFIED ON THE RESUBMITTED SHEETS. RESUBMITTALS AND RECORD COPY SUBMITTALS WITHOUT IDENTIFICATION OF REVISIONS WILL BE REJECTED WITHOUT REVIEW. 120.4 THE CONTRACTOR SHALL NOT DIRECTLY INCORPORATE THE STRUCTURAL DRAWINGS, OR PORTIONS THEREOF, INTO SHOP DRAWINGS OR ERECTION DRAWINGS TO BE SUBMITTED FOR THIS PROJECT WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF ATLANTIC ENGINEERING SERVICES. SUBMITTED SHOP DRAWINGS WHICH CONTAIN COPIES OR REPRODUCTIONS OF ANY PORTION OF THE STRUCTURAL DRAWINGS WITHOUT THE EXPRESS WRITTEN PERMISSION OF ATLANTIC ENGINEERING SERVICES WILL BE RETURNED REJECTED. PERMISSION FORA SPECIFIC CONTRACTOR OR SUB -CONTRACTOR TO USE PORTIONS OF THE STRUCTURAL DRAWINGS IN THEIR PREPARATION OF SHOP DRAWINGS REQUIRES THAT CONTRACTOR OR SUB -CONTRACTOR TO ENTER INTO A WRITTEN AGREEMENT WITH ATLANTIC ENGINEERING SERVICES AND TO PAY A SERVICE FEE. SUCH AGREEMENT IS NON-TRANSFERRABLE AND IS OF THIS EXTENDED ONLY TO THAT CONTRACTOR FOR THE DURATION PROJECT. 120.5 THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS IN LIEU OF PRINTED COPIES. ELECTRONIC COPIES SHALL BE SUBMITTED TO ATLANTIC ENGINEERING SERVICES IN PDF FILE FORMAT, WITH ONE (1) ELECTRONIC FILE PER PACKAGE SUBMISSION. ATLANTIC ENGINEERING SERVICES WILL REVIEW, ANNOTATE, AND RETURN ONE (1) ELECTRONIC PACKAGE TO THE ARCHITECT TO REVIEW AND DISTRIBUTE TO THE CONTRACTOR. 120.6 THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS PROJECT IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND FOR GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER. 200. FOUNDATIONS - GENERAL 200.1 FOUNDATIONS HAVE BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH CRITERIA ESTABLISHED BY UNIVERSAL ENGINEERING SCIENCES, INC. IN THEIR GEOTECHNICAL REPORT DATED APRIL 25, 2017 (UNIVERSAL PROJECT NO. 0330.1700048.0000). 200.2 THE CONTRACTOR SHALL OBSERVE WATER CONDITIONS AT THE SITE AND TAKE THE NECESSARY PRECAUTIONS TO ENSURE THAT THE FOUNDATION EXCAVATIONS REMAIN DRY DURING CONSTRUCTION. PROVIDE FOR DEWATERING AS NECESSARY. 200.3 THE CONTRACTOR SHALL USE EXTREME CAUTION DURING EXCAVATION. SUCH EXCAVATION SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING STRUCTURES TO REMAIN. PROVIDE TEMPORARY SHORING AS REQUIRED. 200.4 CONCRETE SLABS ON GRADE HAVE BEEN DESIGNED TO BEAR ON COMPACTED SUBGRADE SOILS OR PROPERLY COMPACTED FILL AS PER THE REPORT REFERENCED IN NOTE 200.1. 210. SHALLOW FOUNDATIONS 210.1 FOUNDATIONS HAVE BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH CRITERIA ESTABLISHED IN THE GEOTECHNICAL REPORT REFERENCED IN NOTE 200.1. 210.2 SPREAD FOOTINGS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED SOILS OR PROPERLY COMPACTED FILL HAVING AN ALLOWABLE BEARING CAPACITY OF 2,500 PSF, AS PER THE GEOTECHNICAL REPORT REFERENCED IN NOTE 200.1. 210.3 ELEVATIONS SHOWN ON THE DRAWINGS AT WHICH FOUNDATIONS ARE TO BEAR ARE APPROXIMATE. MATERIAL ON WHICH FOUNDATIONS ARE TO BEAR SHALL HAVE AT LEAST THE ABOVE NOTED CAPACITY, ALL EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 18" BELOW FINISHED GRADE. 210.4 STEP FOOTINGS BELOW ALL SANITARY AND WATER LINES. PROVIDE STEPS IN THE FOUNDATIONS IN ACCORDANCE WITH THE TYPICAL DETAILS. COORDINATE THE EXACT LOCATION AND ELEVATION OF THE PLUMBING LINES WITH THE MECHANICAL AND PLUMBING DRAWINGS AND CONTRACTORS. PROVIDE SLEEVES IN THE FOUNDATION WALLS AS REQUIRED FOR PIPE PENETRATIONS. 210.5 THE CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL GEOTECHNICAL ENGINEER, SUBJECT TO THE APPROVAL OF THE ARCHITECT, TO INSPECT THE FOUNDATIONS, BEARING LEVELS, ETC., AND VERIFY THAT THE MATERIAL ON WHICH FOUNDATIONS BEAR HAS AT LEAST THE ABOVE NOTED CAPACITY. 300. REINFORCED CONCRETE 300.1 ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH THE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318, LATEST EDITION) AND SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301, LATEST EDITION) OF THE AMERICAN CONCRETE INSTITUTE. 300.2 MINIMUM DESIGN COMPRESSION STRENGTH (F'c) REQUIRED AT 28 DAYS: A. FOUNDATIONS 3000 PSI B. SLABS ON GRADE 4000 PSI C. COLUMNS AND BEAMS 4000 PSI 300.3 MAXIMUM WATER TO CEMENTITIOUS MATERIALS RATIO: A. FOUNDATIONS 0.60 B. SLABS ON GRADE 0.45 C. COLUMNS AND BEAMS 0.45 300.4 ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (MINIMUM 144 PCF) WITH ALL CEMENT CONFORMING TO ASTM C150, TYPE I, II OR 1/II. MAXIMUM AGGREGATE SIZE SHALL BE 1-1/2" FOR FOOTINGS AND 3/4" FOR WALLS AND SLABS, CONFORMING TO ASTM C33. 300.5 REINFORCEMENT A. DEFORMED BARS AST M A615 GRADE 60 B. WELDED WIRE FABRIC ASTM A1064 300.6 MINIMUM COVER FOR CAST -IN -PLACE CONCRETE REINF., UNLESS OTHERWISE SHOWN ON DRAWINGS, SHALL BE AS FOLLOWS: A. FOUNDATIONS 3" B. COLUMNS (OVER VERT. REINF.) 2" C. BEAMS (OVER MAIN REINF.) 2" D. SLABS CAST AGAINST EARTH 2" 300.7 SPLICES IN REINFORCEMENT, WHERE PERMITTED, SHALL BE AS FOLLOWS: A. WELDED WIRE MESH 8" B. ALL OTHERS CLASS "B" TENSION, CASE 1" MINIMUM, UNLESS OTHERWISE NOTED 300.8 CLASS "B", CASE "1" TENSION SPLICES IN INCHES, SHALL BE AS FOLLOWS: 3000 PSI 4000 PSI SIZE TOP BARS ALL OTHERS TOP BARS ALL OTHERS #3 (#10) 28 22 24 19 #4 (#13) 37 29 32 25 #5 (#16) 47 36 40 31 #6 (#19) 56 43 48 37 #7 (#22) 81 63 70 54 300.9 SPLICES IN TOP REINFORCEMENT SHALL BE LOCATED AT MIDSPAN AND SPLICES IN BOTTOM REINFORCEMENT SHALL BE LOCATED OVER SUPPORTS, UNLESS NOTED OTHERWISE. 300.10 BARS IN BEAMS SHALL TERMINATE IN A CLASS "B" TENSION SPLICE OR HOOK AT DISCONTINUOUS END. 300.11 PARALLEL REINFORCEMENT PLACED IN TWO OR MORE LAYERS SHALL HAVE A CLEAR DISTANCE BETWEEN LAYERS OF 1". UPPER LAYER BARS SHALL BE PLACED DIRECTLY ABOVE BARS IN THE BOTTOM LAYER. 300.12 ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACEMENT OF CONCRETE. REINFORCING SUPPORTS FOR ALL EXPOSED CONCRETE SHALL BE GALVANIZED WITH PLASTIC COATED FEET. ALL WELDED WIRE MESH SHALL BE CHAIRED IN ACCORDANCE WITH THE DESIGN BUILDING CODE. 300.13 ALL TIES SHALL HAVE 135 DEGREE HOOKS. 300.14 PROVIDE 1/2" PREMOULDED EXPANSION MATERIAL WHERE SLAB ON GRADE IS POURED AROUND COLUMNS AND AGAINST WALLS UNLESS OTHERWISE SHOWN ON DRAWINGS. 300.15 CONTRACTION JOINTS FOR SLABS ON GRADE SHALL BE SPACED NO MORE THAN 12'-0" ON CENTER. PANELS FORMED BY JOINTS OR SLAB EDGES SHALL BE AS SQUARE AS POSSIBLE WITH A LENGTH -TO -WIDTH RATIO NOT TO EXCEED 1.5. 300.16 CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 300,17 PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE DIAMETER LARGER THAN 113 THE SLAB THICKNESS AND SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS ON CENTERS. ALUMINUM CONDUITS SHALL NOT BE PLACED IN CONCRETE. NO CONDUITS SHALL BE PLACED IN SLAB WITHIN 12" OF COLUMN FACE OR FACE OF BEARING WALL. NO CONDUITS MAY BE PLACED IN EXTERIOR SLABS. 300.18 PRIOR TO CONCRETE PLACEMENT, THE CONTRACTOR SHALL SUBMIT A CONCRETE MIX DESIGN PREPARED IN ACCORDANCE WITH ACI-318 CHAPTER 5 TO THE STRUCTURAL ENGINEER FOR REVIEW. 350. CONCRETE/MASONRY ANCHORS 350.1 ALL ADHESIVE STUD ANCHORS FOR ANCHORING TO CONCRETE SHALL BE "HILTI HIT-HY 200 ADHESIVE CONCRETE ANCHORS" AS MANUFACTURED BY HILTI FASTENING SYSTEMS, INC. (OR APPROVED EQUIVALENT). 350.2 THE "HAS ANCHOR ROD" SHALL CONFORM TO ASTM A36 STEEL, THE "HAS SUPER ANCHOR ROD" SHALL CONFORM TO ASTM A193 STEEL, AND THE NUT SHALL CONFORM TO ASTM A563, GRADE A. 350.3 THE SPACING AND MINIMUM EMBEDMENT OF POST -INSTALLED ANCHORS SHALL BE AS INDICATED ON DRAWINGS. THE INSTALLATION OF THE ANCHORS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED PROCEDURES. 420. MASONRY 420.1 ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (TMS 402/ACI 530/ASCE 5) AND THE "SPECIFICATIONS FOR MASONRY STRUCTURES" (TMS 602/ACI 530.1/ASCE 6) OF THE MASONRY SOCIETY. 420.2 ALL MASONRY WORK TO BE EXECUTED IN COLD WEATHER SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS FOR COLD WEATHER CONSTRUCTION OF THE LATEST EDITION OF "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (TMS 402/ACI 530/ASCE 5) AND THE "SPECIFICATIONS FOR MASONRY STRUCTURES" (TMS 602/ACI 530.1/ASCE 6) OF THE MASONRY SOCIETY WITH THE FOLLOWING ADDITION TO THE REQUIREMENTS OF TMS 602/ACI 530.1/ASCE 6, SECTION 1.8-C: FOR ALL CONDITIONS WHEN TEMPERATURES FALL BELOW 40 DEGREES F, THE TEMPERATURE OF THE NEWLY LAID MASONRY OR NEWLY GROUTED MASONRY SHALL BE MAINTAINED ABOVE 32 DEGREES (F) FOR A MINIMUM OF 24 HOURS USING THE METHODS DESCRIBED IN TMS 602/ACI 530.1/ASCE 6. 420.3 MORTAR SHALL CONFORM TO THE PROPORTION SPECIFICATION OF ASTM C270, TYPE S. 420.4 GROUT SHALL CONFORM TO ASTM C476 AND AS FOLLOWS: A. COMPRESSIVE STRENGTH (F'c) OF GROUT = F'm AS INDICATED BELOW BUT NO LESS THAN 3,000 PSI. B. SLUMP OF GROUT SHALL BE 8 TO 11 INCHES AS MEASURED ACCORDING TO ASTM C143. C. MAX. AGGREGATE SIZE SHALL BE 3/8" (AGGREGATE GRADED TO PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404). 420.5 LIMIT CEMENTITIOUS MATERIALS IN MORTAR TO: PORTLAND CEMENT CONFORMING TO ASTM C150 TYPE I; LIME CONFORMING TO ASTM C207; MORTAR CEMENT CONFORMING TO ASTM C1329; AND MASONRY CEMENT CONFORMING TO ASTM C91. 420.6 PROVIDE SOLID AND HOLLOW LOAD BEARING CONCRETE BLOCK UNITS CONFORMING TO ASTM C90. FURNISH CONCRETE BLOCK WITH NET AREA COMPRESSIVE STRENGTH AS SPECIFIED BY TABLE 2 OF TMS 602/ACI 530.1/ASCE 6, SECTION 1.4 B.2 BASED ON THE UNIT STRENGTH METHOD. 420.7 MINIMUM 28-DAY ULTIMATE COMPRESSIVE STRENGTH OF MASONRY: A. F'm 1500 PSI 420.8 HORIZONTAL JOINT REINFORCING FOR ALL EXTERIOR AND LOAD BEARING WALLS SHALL BE GALVANIZED TRUSS OR LADDER TYPE DUR-O-WAL, OR EQUIVALENT AS APPROVED BY THE ENGINEER WITH 2-9 GAUGE LONGITUDINAL WIRE AND 9 GAUGE CROSS WIRE, SPACED AT 16" CENTER TO CENTER, UNLESS NOTED OTHERWISE. PROVIDE ADDITIONAL LAYERS OF JOINT REINFORCEMENT IN THE FIRST TWO COURSES ABOVE AND BELOW A MASONRY OPENING. PROVIDE LAP AS RECOMMENDED BY MANUFACTURER WITH A MINIMUM OF 6". DISCONTINUE JOINT REINFORCING AT CONTROL JOINTS. PROVIDE "L" SHAPE AND "T" SHAPE DUR-O-WAL AT ALL INTERSECTION CORNERS WITH 8" MINIMUM LAP. SEE TYPICAL DETAILS. 420.9 PROVIDE "DOVE -TAIL" ANCHORS AT 16" OC VERTICALLY FO R ALL MAOSNRY PLACED ADJACENT TO CAST -IN -PLACE COLUMNS. 420.10 FULL BED AND HEAD JOINTS SHALL BE USED. 420.11 ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. 420.12 GROUT SOLID ALL CELLS IN MASONRY UNITS INSTALLED BELOW GRADE. 420.13 GROUT SOLID ALL CELLS CONTAINING REINFORCING, AND WHERE INDICATED ON PLANS AND SECTIONS. 420.14 PROVIDE FINE GROUT PER ASTM C476 WHEN WIDTH OF GROUT SPACE IS LESS THAN 2". PROVIDE COARSE GROUT FOR GROUT SPACE WIDTHS 2" OR GREATER. PROVIDE FINE GROUT WHEN REINFORCING HAS LESS THAN 1/2" CLEARANCE. 420.15 PROVIDE CONTROL JOINTS IN MASONRY CONSTRUCTION PER THE TYPICAL DETAILS. THE CONTRACTOR SHALL SUBMIT THE PROPOSED CONTROL JOINT LAYOUT TO THE ARCHITECT FOR REVIEW AND APPROVAL. PROVIDE MASONRY CONTROL JOINTS IN ACCORDANCE WITH THE FOLLOWING GUIDELINES UNLESS OTHERWISE INDICATED ON DRAWINGS: A. CONTROL JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 20 FEET ON CENTER IN THE WALL FIELD AND A MAXIMUM OF 10 FEET FROM BUILDING CORNERS B. LOCATE CONTROL JOINTS AT MAJOR HEIGHT CHANGES, CHANGES IN WALL THICKNESS AND AT WALL OPENINGS. C. CONTROL JOINTS IN PARAPETS SHALL BE SPACED AT 15 FEET ON CENTER MAXIMUM. WHERE JOINTS IN PARAPETS CAN NOT BE ALIGNED WITH JOINTS IN WALL FIELD, PROVIDE CONTROL JOINTS IN THE PARAPET ONLY AT HALF THE WALL FIELD SPACING. D. CONTROL JOINTS SHALL BE A MINIMUM WIDTH OF 3/8" AND SHALL UTILIZE COMPRESSIBLE MATERIAL WITH A MINIMUM EXTENSIBILITY OF 60%. 420.16 PROVIDE CLEAN OUT AND INSPECTION HOLES AT BOTTOM OF MASONRY WALL IN ACCORDANCE WITH MASONRY CODE AT REINFORCING IF HIGH LIFT GROUTING (OVER 4 FEET HIGH) IS USED. 420.17 DEFORMED BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE LAP SPLICES OF 48 BAR DIAMETERS MINIMUM. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE REINFORCING. 420.18 MASONRY COURSING SHOWN IN SECTION IS APPROXIMATE. REFER TO PLANS AND ELEVATIONS FOR ACTUAL COURSING. COORDINATE ACTUAL COURSING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. 420.19 ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307. 510, STRUCTURAL STEEL 510.1 ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH ANSI/AISC 360-10 - "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS." LOADS, FORCES AND MOMENTS INDICATED ARE SERVICE LEVEL AND ARE INTENDED FOR USE WITH THE ALLOWABLE STRENGTH DESIGN PROVISIONS OF THE CODE. 510.2 GRADE OF STEEL A. STRUCTURAL W SHAPES ASTM A992 B. STRUCTURAL M, S, C, MC, AND L SHAPES ASTM A36 C. STRUCTURAL HP SHAPES ASTM A572, GRADE 50 D. STEEL TUBES (HSS SHAPES) ASTM A500, GRADE B E. STEEL PIPE (ROUND HSS) ASTM A500, GRADE B F. PLATES AND BARS ASTM A36 510.3 ALL WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE, AWS D1.1, LATEST EDITION, OF THE AMERICAN WELDING SOCIETY. ELECTRODES SHALL BE E70XX FOR MANUAL ARC WELDING AND F7X-EXXX FOR SUBMERGED ARC WELDING. 510A ALL STRUCTURAL STEEL FRAMES SHALL BE SECURELY BRACED UNTIL ALL FLOOR SLABS, ROOF DECKS, AND SHEAR WALLS HAVE BEEN INSTALLED AND BECOME CAPABLE OF STABILIZING THE FRAMES. 510.5 ALL STRUCTURAL STEEL WORK, EXCEPT PORTIONS OF MEMBERS TO BE WELDED, FIELD BOLTED, GALVANIZED, OR FIREPROOFED, SHALL BE SHOP PAINTED WITH PAINT CONFORMING TO STEEL STRUCTURES PAINTING COUNCIL (SSPC) PAINT 25. APPLY PRIME PAINT ACCORDING TO SSPC PAINT SYSTEM GUIDE NO. 7.00 CLEAN STEEL FREE OF LOOSE SCALE, RUST, OIL AND GREASE. ADDITIONAL AREAS SHALL BE FIELD PAINTED AFTER WELDING. 510.6 BOLT AND WELD TESTING: A. ALL SHOP AND FIELD BOLTS SHALL BE TESTED PER AISC REQUIREMENTS. B. ALL WELDS SHOULD BE VISUALLY INSPECTED. 510.7 LEVELING GROUT SHALL BE NON -SHRINK, NON-METALLIC TYPE, FACTORY PRE -MIXED GROUT TESTED IN ACCORDANCE WITH CE-CRD-C621 OR ASTM C109, WITH Pc OF NOT LESS THAN 5000 PSI. 510.8 ALL ANCHOR BOLTS SHALL BE ASTM A36 OR ASTM F1554, GRADE 36 AND A MINIMUM 3/4" DIAMETER WITH A MINIMUM CONCRETE EMBEDMENT OF 12" UNLESS NOTED OTHERWISE. 6% STRUCTURALLUMBER 610.1 ALL STRUCTURAL LUMBER WORK SHALL BE IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS - LATEST EDITION) PUBLISHED BY THE AMERICAN WOOD COUNCIL. 610.2 ALL STRUCTURAL LUMBER SHALL BE AS A MINIMUM NO. 2 GRADE SOUTHERN PINE AND SHALL HAVE AT LEAST THE FOLLOWING MINIMUM ALLOWABLE DESIGN STRESSES (NOT INCORPORATING THE SIZE ADJUSTMENT FACTOR (CF)) AND MODULUS OF ELASTICITY AT A MAXIMUM MOISTURE CONTENT OF 19%: A. Fb.(BENDING) 750 PSI B. FV.(SHEAR) 175 PSI C. Fc.(COMPRESSION) 1,250 PSI D. Ft.(TENSION) 450 PSI E. E 1,400,000 PSI 610.3 ALL LUMBER SHALL COMPLY WITH PS 20 "AMERICAN SOFTWOOD LUMBER STANDARD" AND WITH THE APPLICABLE RULE OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY -MARK EACH PIECE OF LUMBER WITH GRADE STAMP OF INSPECTION AGENCY EVIDENCING COMPLIANCE WITH GRADING RULE REQUIREMENTS. 610.4 STRUCTURAL STEEL PLATES, ANGLES, ETC., SHALL BE ASTM A36. CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL MISCELLANEOUS METALS FOR REVIEW BY STRUCTURAL ENGINEER. 610.5 ALL BOLTS SHALL BE 3/4" DIAMETER ASTM A307 UNLESS NOTED OTHERWISE WITH 2 WASHERS PER BOLT UNLESS OTHERWISE NOTED. 610.6 ALL LUMBER FOR SILL PLATES, TOP PLATES, AND OTHER WOOD WHICH MAY BE EXPOSED TO WEATHER OR EARTH OR IN CONTACT WITH CONCRETE, MASONRY, OR OTHER CEMENTITIOUS MATERIAL SHALL BE PRESSURE TREATED WITH WATER -BORNE PRESERVATIVES. PRESSURE TREATMENT SHALL COMPLY WITH REQUIREMENTS OF AWPA STANDARDS C2 AND LP-22. 610.7 PROVIDE NAILING PATTERN IN COMPLIANCE WITH THE DESIGN BUILDING CODE'S RECOMMENDED FASTENING SCHEDULE WHEN JOINING TWO OR MORE FRAMING MEMBERS. 610.8 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTANCE AND THE CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE SPECIFIED DETAILS SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATE DETAILS WHICH HE PROPOSES. 620. STRUCTURAL WOOD PANELS/WOOD SHEATHING 620.1 FURNISH PANELS THAT ARE EACH FACTORY MARKED WITH A CERTIFICATION STAMP EVIDENCING COMPLIANCE WITH GRADE AND SPAN RATING REQUIREMENTS. THE CENTER -TO -CENTER SPACING IN INCHES SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS. INSTALLATION OF THE PANELS SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE APA. 620.2 PANELS SHALL COMPLY WITH USDOC PS-1 OR PS-2 AND APA PRP-108 AND SHALL MEET THE FOLLOWING REQUIREMENTS: A. WALL SHEATHING: 1. MIN. THICKNESS = 5/8" 2. BOND CLASSIFICATION = EXPOSURE 1 3. GRADE = APA RATED SHEATHING 4. SPAN RATING = AS REQUIRED TO SUIT STUD SPACING B. ROOF SHEATHING: 1. MIN. THICKNESS = 518" 2. BOND CLASSIFICATION = EXPOSURE 1 3. GRADE = APA RATED SHEATHING 4. SPAN RATING = AS REQUIRED TO SUIT JOIST/TRUSS SPACING 620.3 ALL PANELS WHICH HAVE ANY EDGE OR FACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE CLASSED EXTERIOR, EXCEPT OPEN SOFFITS OR ROOF SHEATHING EXPOSED ON THE UNDERSIDE MAY BE CLASSED EXPOSURE1. 620.4 ALL ROOF PANELS SHALL HAVE THE END JOINTS LOCATED OVER SUPPORTS AND SHALL HAVE THE ROWS STAGGERED ONE HALF PANEL LENGTH FROM ADJACENT PANELS. PROVIDE 1/8" SPACE AT PANEL ENDS AND EDGES. 620.5 ALL WALL PANELS SHALL HAVE THE END JOINTS LOCATED OVER SUPPORTS. 620.6 THE USE OF ORIENTED STRAND BOARD STRUCTURAL PANELS PROHIBITED. 620.7 ALI„ ROOF STRUCTURAL PANELS SHALL BE NAILED WITH 10d SPIRAL OR RING SHANK NAILS AT 6" OC AT ALL INTERMEDIATE SUPPORTS AND 4" OC AT ALL ENDS AND EDGES. BLOCKING SHALL BE PROVIDED AT ALL UNSUPPORTED PANEL EDGES. 620.8 ALL WALL STRUCTURAL PANELS SHALL BE NAILED TO WOOD SUPPORTS WITH 8d COMMON NAILS AT 6" ON CENTER AT ALL ENDS, EDGES, AND INTERMEDIATE SUPPORTS AND TO COLD -FORMED STEEL SUPPORTS WITH #8 TEK SCREWS AT ALL ENDS, EDGES, AND INTERMEDIATE SUPPORTS. FASTENER SPACING SHALL BE 4" ON CENTER AT CORNERS. 620.9 ALL PLYWOOD PANELS SHALL COMPLY WITH THE WIND UPLIFT REQUIREMENTS OF NM519 FOR FULLY -WIND -RESISTIVE ROOF ASSEMBLIES COMPLYING WITH UL CLASS 90 CLASSIFICATION. 635. WOOD TRUSSES 635.1 WOOD TRUSSES SHALL CONFORM TO THE MOST CURRENT APPLICABLE EDITION OF THE DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD ROOF TRUSSES, OF THE TRUSS PLATE INSTITUTE, INC. AND THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENING, OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. 635.2 WOOD ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE LOADS INDICATED BELOW AT THE SPACING INDICATED ON THE DRAWINGS. A. DEAD LOADS: 1. UNIFORM TOP CHORD DEAD LOAD 15 PSF + MECH EQUIP. 2. UNIFORM BOTTOM CHORD DEAD LOAD 10 PSF 3. BOTTOM CHORD CONCENTRATED LOAD AT ANY LOCATION ON BOTTOM CHORD 300 LBS. B. LIVE LOADS = SEE DESIGN CRITERIA GENERAL NOTES C. LATERAL LOADS = SEE DESIGN CRITERIA GENERAL NOTES 635.3 THE DEFLECTION OF THE FLOOR AND ROOF TRUSSES UNDER THE INDICATED LOADS AND AT THE SPAN AND SPACINGS SHOWN ON THE CONTRACT DRAWINGS SHALL MEET THE FOLLOWING CRITERIA: A. ROOF TRUSSES: THE DEFLECTION DUE TO THE TOTAL ROOF LOAD SHALL NOT EXCEED THE SPAN LENGTH/240, THE DEFLECTION DUE TO THE ROOF LIVE/SNOW LOAD SHALL NOT EXCEED THE SPAN LENGTH/360. DETERMINATION OF THE DEAD LOAD DEFLECTION SHALL UTILIZE A TIME DEPENDENT DEFORMATION (CREEP) FACTOR OF 2.0. 635.4 THE WOOD TRUSS MANUFACTURER SHALL SPECIFY AND PROVIDE ALL BRACING AT TOP AND BOTTOM CHORDS REQUIRED TO STABILIZE THE ROOF STRUCTURE DURING AND AFTER CONSTRUCTION, IN ADDITION TO THE BRACING INDICATED ON THE STRUCTURAL DRAWINGS. 635.5 THE WOOD TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS STAMPED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF FLORIDA FOR ALL TRUSS TYPES, WHICH INDICATE TRUSS CAPACITIES AND DEFLECTIONS. 635.6 ERECTION SHALL BE IN ACCORDANCE WITH TRUSS PLATE INSTITUTE RECOMMENDATIONS. 635.7 NO SPLICES IN WEBS, CHORDS, OR OTHER LOAD CARRYING MEMBERS MAY BE MADE WITHOUT REVIEW AND APPROVAL ON THE FINAL TRUSS SHOP DRAWINGS WHICH INCLUDE SPECIFIC LOCATIONS AND DETAILS FOR ANY SUCH SPLICE(S). 635.8 TEMPORARY TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE WITH "RECOMMENDED DESIGN SPECIFICATIONS FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (DSB-89) AND "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" (HIB-91). INSTALL ALL WEB BRACING REQUIRED BY THE TRUSS DESIGNER. TEMPORARY BOTTOM CHORD WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE. THE BOTTOM CHORD BRACING SHALL NOT EXCEED 10' FOR TRUSSES WHERE NO SHEATHING IS ATTACHED TO THE TRUSS BOTTOM CHORD OR WITH TRUSS BOTTOM FILLER. PROVIDE 2X4 LATERAL BRACING AT 36" ON CENTER UNDER PIGGYBACK TRUSSES. AT TRUSSES REQUIRING WEB BRACING, PROVIDE 2X4 DIAGONAL AT 20' MAX NAILED TO WEBS FROM ROOF TO BOTTOM CHORD. ALL BRACING SHALL BE NAILED WITH 2-16D NAILS TO TRUSSES. FOR TRUSS SPANS EXCEEDING 60'-0" SUBMIT BRACING DRAWINGS SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA. 635.9 BOTTOM CHORD BEARING PARALLEL CHORD TRUSSES SHALL BE CLEARLY MARKED IN A MANNER WHICH WILL AVOID INVERTED INSTALLATION IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE, "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION," ANSI/TPI 1 - LATEST EDITION. 635.10 THE WOOD TRUSS MANUFACTURER SHALL DESIGN AND SPECIFY ALL CONNECTIONS AND CONNECTION COMPONENTS FOR TRUSS -TO -TRUSS CONNECTIONS. ALL CONNECTIONS AND CONNECTION COMPONENTS SHALL BE INDICATED ON THE FINAL SHOP DRAWINGS. 635.11 THE WOOD TRUSS MANUFACTURER SHALL REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR COORDINATION OF MECHANICAU ELECTRICAL UNITS AND SPECIAL CONCENTRATED LOADS SUPPORTED BY THE WOOD TRUSSES NOT INDICATED ON THE STRUCTURAL DRAWINGS. 635.12 WHERE MECHANICAL / ELECTRICAL LOADS ARE ATTACHED TO THE WOOD TRUSSES, ATTACHED LOADS SHALL NOT EXCEED THE LOADS INDICATED IN THE NOTES ABOVE. WHERE THE ACTUAL LOADS EXCEED THE LOADS INDICATED ABOVE, THE WOOD TRUSS MANUFACTURER SHALL EITHER PROVIDE ADDITIONAL FRAMING TO DISTRIBUTE THE LOADS TO CONFORM TO THE LOADS INDICATED OR PROVIDE ADDITIONAL LOCALIZED CAPACITY IN THE WOOD TRUSS DESIGN TO SUPPORT THE ACTUAL LOADS. 635.13 WHERE MULTIPLE PIPING LINES RUN PARALLEL, STAGGER THE PIPE SUPPORT HANGERS AS REQUIRED TO COMPLY WITH THE LOADS INDICATED ABOVE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY IELD INSPECTORS THAT t;AAY, BC_NECES°A.RY IN ORDER TO. jPLY WRH 1 G PLICAfti CODES: a w x f/1 z w J U L% U w 0- W V) 3 H x U 3 D_ 0 H z w 0 0 Li V) O a a w 0 O z z 0 O Ix I- a z C L� C i z C L� c; CC a a LL C z a c LL z LL Q I- C z a G z a a F U If C c u C L D L L F c F c t: c ,,,`,,11,1,1un r1"aa4p J ID iv "I Ala TLANTIC =* No. 0 ; EM . ENGINEERING _ 6501 Arlington Expressway 11 Building B, Suite 201 0* : ST T •� Jacksonville, FL 32211 , • 0 R 1• P� PH: 904,743.4633 FX:904.725.9293 '�,� ...... �� AE6 #317.106 ��s'Ot.WLt" ,,.•�`, DAVID L WEBB PE 47180 t e R. Wulbern Arvhitf-rt PA AA. 0003433 Ilc (904) 329.2510 tel mbertawulbem.net N y z 0 w W U > Q Ix w 0 0 U of LL u. t` r w Q O N p o <r 00 00 N J A r` O N O o I�l z W U �O z U W 7 x x m a x o Oo0- goldco a VERTIC L ....J cJi to Q U) CL 0 111411- O <+�+ z U w v J M � Iti � ti O) N M a xo =o 'Z O LL V Z LLT Z aWgL) Uj Qo wa = O mUz°L) z 0 w O Z s. 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I I I F.D r 1---- ---J I I 00 N I I I I I I L rJ I I r-- ----- I NOTE 1 I I I I I MOP SINK I I I M rn I I CONTRACTION/CONSTRUCTION I I I F.D. i 112 S6 I JOINT TYP I I 6" I I I I I I I I I .._.._.._.._.._.._.._.._..+.._.._.._.._.._.._.._.._..`.._.._.._.._.._.._.._.._.._.._..t.._.._.._.._.._.._.._ S_3 I I I I I - - - - - -I ( I I Fa Fa f-----or r---!---1 I I I 109 I S-5 HSS5X5X5/16 ON 3/4"X1i"X12" BASE L PLATE WITH (4) 314"DIA 1'-01. �j ---- ---------- I I I ANCHOR BOLTS (3) LOCATIONS # I ( I I I' J 111 w I RECESS SLAB. AND DEPTH I I w , r w WOO F7 I I I Q �Z I I I S 6 I I �Z N I I W.ISIZE B. 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VERIFY LOCATION OF CONSTRUCTION/CONTRACTION JOINTS WITH ARCHITECT. 2. REFERENCE FINISH FLOOR ELEVATION = 0'-0". COORDINATE FLOOR ELEVATIONS, SLOPES, AND RECESSES WITH ARCHITECTURAL AND CIVIL DRAWINGS. 3. TOP OF EXTERIOR FOOTING ELEVATION = 44" UNLESS NOTED OTHERWISE, TOP OF EXTERIOR FOOTINGS SHALL BE MINIMUM 8" BELOW FINISH GRADE UNO. 4. STEP FOOTINGS BELOW WATER AND SANITARY PIPES. SEE TYPICAL DETAILS ON S-8. 5. EXTERIOR MASONRY WALLS SHALL BE REINFORCED WITH (1) #5 VERTICAL CENTERED IN GROUTED CELL AT 2'-8" OC UNO. FILL ALL REINFORCED CELLS SOLID WITH 3000 PSI GROUT. SEE TYPICAL DETAILS ON S-9 FOR ADDITIONAL REQUIRED REINFORCING. 6. CONTINUOUS WALL FOOTINGS SHALL BE TYPE WF2.0 UNO. 7. SEE ARCHITECTURAL DRAWINGS FOR HEIGHT, WIDTH, AND LOCATION OF MASONRY WALLS AND WALL OPENINGS. 8. 3 5/8" STUD FURRING ELEMENT. SEE SECTION 104/S-4 FOR FRAMING. DIMENSION IS TO OUTSIDE FACE OF SHEATHING. PROVIDE MINIMUM 12" DEEP CONCRETE CURB (TOP OF CONCRETE EL=+0'-4") REINFORCED WITH #4 CONTINUOUS AT 12" OC MAX BENEATH STUDS - SEE TYPICAL DETAIL. 9. F.D. - DENOTES FLOOR DRAIN. COORDINATE LOCATION OF ALL FLOOR/HUB DRAINS AND FLOOR SINKS WITH PLUMBING DRAWINGS. PROVIDE 2% SLOPE IN 4'-0" X 4'-0" AREA AROUND FLOOR DRAINS UNO. (V (6) #6 VERTICAL n �SAT8"OC NOTE 8 L 6"DIA X 8'-0" STEEL BOLLARD FILLED WITH CONCRETE SEE TYPICAL DETAIL m Ifl+a 108 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ' t,IIAY BE NECE32ARY IN QR05U TO: comPIY.OfTH L A0PLICAnAC0DES," /4 ii[N1111 AT 8" OC (8) #6 VERTICAL U iv #3 TIES AT 8" OC C2 C3 CONCRETE COLUMN DETAILS 0' 0 F ¢ Z ¢ W w 0 O Lv (n O a a 0' w 0 } z W O Of ¢ a z 0_ O J O z W W U a 0 w 0� a Z 0 w in w m F_ O z } a z ¢ a z z w z z 0 U z O w Of w x 0 W z CLR F 0 U I TIES AT 8" OC F #6 VERTICAL < O W z a Z V z lY 0 w " wI E ^.SF � IS ATLANTIC N ENGINEERING" * o *.E 6501 Arlington Expressway•; tj W Building B, Suite 201 1 TA'I; F Jacksonville, FL 32211 PH: 904.743.4633 FX:904.725.9295 �• • '°� O P•: 11 t11S� •"� R•••,•� 11 `: AEG #317.107 ,11h„O,�'Vil.1„"`��``�, DAVID L WEBB PE 47180 Re Wulbern AA- 0003433 IIc (904)329-2510 tel mbenQwulbem.net N Z z o cn U a � W 0 LL W Q N a o a0 N J W n 0 N J O , o I� z'0 in Z Y W Q M W = I— a O = 0 U O a IL 0 g01dC0 111 VERTIC L V d J -6-+ U) Ld C� Lo W I"" M O Y 0 Z 6 O CD LL z 0 Z) � g L) 0�rA0L) C0 00 m�z`° J 0 Z m a a CL ° Zm W O v a in ° Z a D LU J p z H LL o H H LU LU x Cn S-1 105 TRUSS BASE SUPPORT r- PARAPET: - - ZONE 4: +/-97 PSF ZONE 5: +/-110 PSF H EL +18'-0" H N H H WALL: -� ZONE 4: +50 / -54 PSF -� ZONE 5: +50 / -63 PSF H H SEE CANOPY SHOP 1 F 2'-0" DRAWINGS FOR TRUSS BASE REACTIONS ON WOOD SUPPORT EL+10'-0" TRUSSES � �y -- OVERHANG: r� 1 1 34 PSF INTERIOR- 182 PSF • TRUSSES AT 24" OC • REFER TO GENERAL NOTES FOR GRAVITY LOADS • WIND PRESSURE/SUCTION INDICATED HERE ARE BASED ON "COMPONENTS AND CLADDING" • WIND PRESSURES ARE ULTIMATE TYPICAL TOWER TRUSS WIND LOAD DIAGRAM V VCIVIll1VV COMPONENTS AND CLADDING WIND PRESSURE DIAGRAM a = 4'-0" 0 w Al 101 S-3 m LL 0 a 0 N m0 O Ww co m LL 0 a 0 U TRUSS BEARING EL+10'-4 1/211 UNO 103 TOP OF BEAM EL +13'-0" 102 PRE FAB METAL CANOPY SEE ARCH FURRING AT TOWER ELEMENT SEE WALL SECTIONS T041105PRE FAB METAL PRE FAB METAL CANOPY SEE ARCH CANOPY SEE ARCH FURRING AT TOWER FURRING AT TOWER ELEMENT SEE WALL ELEMENT SEE WALL 106 SECTIONS SECTIONS 1/2" UNO EL+10'-4 TRUSS BEARING S-4 L L. I j ROOF VENT SEE ARCH FURRING AT TOWER ELEMENT SEE WALL SECTIONS -7 I j j EF'1 O II ROOF VENT 250lbs' 250lbs1' 50' = SEE ARCH III-- GIRDER TRUS /4 1/4 j 1011/2" L " 1'-33/4" 1'-111/4' � '-3 1 /4„ 6' 11 SPACES AT 2'-0" = 22'-0" 1„ 5/8 9 SPACE' - 1r „ 11 1/4" „ 2'-0" 2'-0" 2'-0" 2'-D" SAT 2,_0„ _ 18,_0„ i '11 1- /4T-2 11 1 1/2 2' 2 0�/ 2,_0„ } 11 1/T��_ r i 107/8" 11 114 11 1/4 -� 1 1 /2" „ - ---- --- -- x - - - - - - - - - --- - ---'- -- II I I I I I II I I I I I I I TRUS S PLACEMENT CRITICAL FOR KITCHEN EXHAUST DUCTS RTU-2 9501bs -- -- — ---j II j RT -3 2 2X8 BETWEEN TRUSSES WITH! I I-- - - — 1 I 1 NOTE 6 j I 11 II I I � j II j Ij j SIMPSON LUS28-2 EACH END TYP" RTU-1 950IbS I \ II II NO E 6 950 lbs _ NOTE 6 — —'— — — II NOTE 1' II II II (2) 2X8 BETWEEN TRUSSES WITH NOTE 8 TYP SIMPSON LUS28-2 EACH END TYPICAL AT ROOF TOP UNITS DRAG TRUSS MIN 2 PLY --- - -- DRAG FORCES =420 PLF Ij ALLOWABLE _ -- -- - --- ,-'' _ - -----------------------------------III- IIIli 3/4"�11 l 1 1 1 3/4" 1 II II ROOF ---- j j jl HATCHI - - TOP OF CMU WALL (2) 2X8 BETWEEN 1_ =—=L== - _ ?------r EL+10'-0- TRUSSES WITHSIMPSON EL+1V-0" ---- -- ---� S8 j Ij GIRDER TRUSS TOP OF CMU WALL 1 LUS28-2 EACH END L� 111 II 1 I i i ROOF VENT 2X4 X-BRIDGING AT 24"OC FOR BRACING OF SEE ARCH EF-3 O WALL BELOW i ----------------1- ---------------- - ---- -------------- PRE-ENGINEERED WOOD L NOTE 9 TYP TRUSSES AT 24"OC UNO IN. JX8 RAF TER 1 12479' TRUSS BEARING EL+10'-4 1/2" UNO PRE FAB METAL S 4 SIM PRE-ENGINEERED 107 CANOPY SEE ARCH WOOD TRUSSES AT S-5 24"OC MAX UNO7 FURRING AT TO ER 110 ELEMENT SEE ALL n � SECTIONS COMPONENTS AND CLADDING WIND PRESSURES TRIBUTARY ROOF ZONE WALL ZONE PARAPET ZONE AREA (SF) 1 2 3 4 5 4 5 10 +28/-57 +52/-95 +52/-95 +52/-56 +52-69 +46/-51 +46/-64 20 +22/-55 +50/-85 +50/-85 +50/-54 +50/-63 +44/-48 +44/-59 50 +20/-54 +47/-72 +47-72 +471-51 +47/-59 +41/-45 +41/-53 100 +19/-52 +44/-62 +44/-62 +441-49 +44/-54 +38/-43 +38/-48 NOTES: 1. ALL LOADS ARE IN POUNDS PER SQUARE FOOT (PSF). 2. (+) DENOTES PRESSURE, (-) DENOTES SUCTIONS. 3. "a" SHALL BE 10% OF LEAST HORIZ DIMENSION OR 0.4h, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZ DIMENSION OR 3'-0". 4. "h" = MEAN ROOF HEIGHT. CB-1, TOP OF BEAM EL +1 V-0" CONCRETE BEAM SCHEDULE MARK WIDTH DEPTH REINFORCING TIES CB-1 7 5/8" 2'-0' (6) #5 #3 TIES AT 8" OC CB-2 7 5/81' 3'-0" (8) #6 #3 TIES AT 8" OC CB-3 7 5/8" 2'-0" (6) #6 #3 TIES AT 8" OC COMPONENTS AND CLADDING OVERHANG LOADS EFFECTIVE OVERHEAD ZONE AREA (FT 2) 2 3 10 57/-97 57/-97 20 55/-94 55/-94 50 52/-90 52/-90 100 1 49/-87 49/-87 NOTES 1. TABULATED COMPONENT AND CLADDING PRESSURES (Pult) HAVE BEEN CALCULATED IN ACCORDANCE WITH THE DESIGN BUILDING CODE PER NOTE 100.1 BASED ON ULTIMATE DESIGN WIND SPEED (Vult) PER NOTE 100.3A AND SHOULD BE USED IN CONJUNCTION WITH ASCE 7-10 LOAD COMBINATIONS, TABULATED PRESSURES CAN BE CONVERTED TO NOMINAL VALUES BY MULTIPLYING BY 0.6. ROOF FRAMING PLAN SCALE: 1/4" = V-0" NOTES: 1. 5/8" APA RATED EXPOSURE 1, 40120 SPAN RATING PLYWOOD ROOF SHEATHING. ATTACH PLYWOOD WITH 10d SPIRAL OR RING SHANK NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS AND 4" O.C. AT ALL ENDS AND EDGES. 2. PROVIDE 2X6 MINIMUM BLOCKING AT ALL RIDGES, HIPS, VALLEYS, EAVES, AND UNSUPPORTED PLYWOOD PANEL EDGES. 3. TRUSS MANUFACTURER SHALL PROVIDE ALL BRIDGING AND BLOCKING REQUIRED TO STABILIZE THE TRUSSES. 4. ALL METAL CONNECTORS THAT ARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR HOT -DIPPED GALVANIZED. CONTRACTOR SHALL VERIFY COATING REQUIREMENTS AND COMPATIBILITY WITH TREATED WOOD AND METAL CONNECTOR MANUFACTURER. 5. WHERE MULTI -PLY TRUSSES ARE INDICATED, TOP CHORDS SHALL BE FASTENED TOGETHER WITH 1/2"DIA BOLTS AT 48"OC OR AS SPECIFIED BY THE TRUSS MANUFACTURER. 6. DESIGN TRUSSES FOR INDICATED EQUIPMENT WEIGHTS. VERIFY SIZE AND LOCATION OF MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS. REFER TO MECHANICAL DRAWINGS FOR SIZE AND LOCATIONS OF ROOF OPENINGS AND PENETRATIONS, ROOF TOP CURBS SHALL BE PROVIDED BY MECHANICAL EQUIPMENT SUPPLIER. 7. DIMENSIONS ARE TO EXTERIOR FACE OF STUD UNLESS NOTED OTHERWISE 8. WOOD BRIDGING. SEE TYPICAL BRIDGING DETAIL ON S-10. 109 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY -FIELD INSPECTORS THAT •r R� iAAY.B[,.NECES°,RY.INQRCE,RTO i C.Q"fiP V11THALL APPLICAr.14C0VES; 108 0 W N z Of W J J Q U U W a N W 3 r _ U 3 0 W F- Q z Q w F- 0 LL; 0 a a W O z z a o: w a a z C C LL C c LL C C a a LL Q 0 c s c L U u 0 F C F i C 1 R. Wulbern Architect PA AA-0003433 lit (904)329-2510 101 - rebertQwUlbem.nel 1n z z NY U r W 0 Q. w Q N o aL Go Go N � O N J C) 0 I� z,0 z Y W oDz U O 0 EL rI� goldco . VERTIC L V J a-+ Z C4 Q W °' O16 Y Z ,- O Z� C) 0 WrA U LU v 00 00 J 1,,11,11n1unni,,.,,. ' TLANTIC ENGINEERING * N �'.•-; : i �`� 6501 Arlington Expressway 1 �0 �: .• Building B, Suite 201 Jacksonville, FL 32211 � STA F ••:'4 Rapp:•'• 's 0�� PH: 904.743.4633 FX:904.725.9295 ��, 1Z,, • .... Gv /'0NA ' AES #317.107 `1,1 101 DAVIT L WEBB PE 47180 J 0 N i rn V a N z � 1 C z G Q a LL LL W H O O C Z s H W N S2 TOP OF CMU EL +16-4" — 5/8" PLYWOOD WALL SHEATHING ON VAPOR BARRIER SIMPSON A34 AT EACH TRUSS ATTACHED WITH (8) 8d X 1 1/2" NAILS CONT PT (2) 2X8 TOP PLATE WITH 1/2" DIA ANCHOR BOLT AT 24" OC (12" EMBEDMENT) WITH 3" DIA WASHERS 3 5/8", 16 GA CFSF STUDS AT 24" OC CONNECT TO WALL WITH 1/4" DIA TAPCON AT 24" OC MAX- CMU WALL VENEER SEE ARCH TOP OF BEAM EL +13'-0" BLOCKING AND ATTACHMENT PER CANOPY MANUF BOTOTM OF BEAM EL +10'-0" PREFAB METAL CANOPY SEE AI BLOCKING AS REQUIRED AT ROOF VENT 2X BLOCKING FOR SHEATHING ATTACHMENT TYPICAL UPLIFT CONNECTOR TYPE 1 SEE SCHEDULE —16" CMU BOND BEAM WITH (4) #5 CONT SIMPSON HETA24 STRAP AT 24" OC WITH 4" EMBED IN WALL AND (9) 10d X 1 1/2" NAILS THROUGH SHEATHING TO RAFTER UPLIFT AND SHEAR CONNECTOR BY TRUSS MANUF CONT 2X6 SLEEPER AT 24" OC MAX ATTACHED THRU SHEATHING TO EACH TRUSS WITH (2) #10X4" SCREWS PRE-ENGINEERED WOOD OVERFRAMING TRUSSES AT 24" OC VF ROOF SHEATHING CONT UNDER OVERFRAMING SLOT AS NEEDED FOR TRUSS TO TRUSS CONNECTION PLYWOOD ROOF r SHEATHING 1 2X8 AT 24"OC L PROVIDE 2X8 BLOCKING AT 24"OC SIMPSON LUS26 HANGER EACH END EACH RAFTER ATTACHED WITH (4) 10d NAILS TO NAILER AND RAFTER (1) PT2X8 NAILER TOP WITH (2) DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT 8"X36" CONCRETE BEAM CB-2 EJ CONCRETE BARRIER CURB FINISH GRADE OR PAVEMENT SEE CIVIL L SIMPSON HETA24 STRAP AT 24" OC WITH 4" EMBED IN WALL AND (9) 10d X 1 1/2" NAILS THROUGH SHEATHING TO BLOCKING ZPREENGINEERED WOOD TRUSSES SEE PLAN. 2X4 BLOCKING AT 24" OC (1) PT2X8 NAILER TOP WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT 8"X36" CONCRETE BEAM CB-2 STOREFRONT SYSTEM SEE ARCH (2) #5 CONT #5 DOWELS AT 24" OC CONCRETE SLAB SEE PLAN d SECTION 101 SCALE: 3/4" = V-0" S-3 FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING SEE PLAN 5/8" PLYWOOD WALL SHEATHING ON VAPOR BARRIER SIMPSON A34 AT EACH TRUSS ATTACHED WITH (8) 8d X 1 1/2" NAILS CONT PT (2) 2X8 TOP PLATE WITH 1/2" DIA ANCHOR BOLT AT 24" OC (12" EMBEDMENT) WITH 3" DIA WASHERS TOP OF CMU EL+164'- 3 5/8", 16 GA CFSF STUDS AT 24" OC CONNECT TO WALL WITH 1/4" DIA TAPCON AT 24" OC MAX- CMU WALL VENEER SEE ARCH TOP OF BEAM EL +13'-0" BLOCKING AND ATTACHMENT PER CANOPY MANUF TRUSS BEARING EL SEE PLAN — BOTOTM OF BEAM EL +10'-0" PREFAB METAL CANOPY SEE Al EJ CONCRETE BARRIER CURB FINISH GRADE OR PAVEMENT SEE CIVIL- BLOCKING AS REQUIRED AT ROOF VENT 2X BLOCKING FOR SHEATHING ATTACHMENT TYPICAL UPLIFT CONNECTOR TYPE 1 SEE SCHEDULE SECTION 102 SCALE: 3/4" = V-0" S-3 CONNECTOR TYPE 3 SEE SCHEDULE CONNECTOR TYPE 2 SEE SCHEDULE (1) P72X8 NAILER TOP AND BOTTOM WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT 8"X36" CONCRETE BEAM CB-2 STOREFRONT SYSTEM SEE ARCH (2) #5 CONT #5 DOWELS AT 24" OC CONCRETE SLAB SEE PLAN 9 5 00 FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING SEE PLAN 16" CMU BOND BEAM WITH (4) #5 CONT UPLIFT AND SHEAR CONNECTOR BY TRUSS MANUF CONT 2X6 SLEEPER AT 24" OC MAX ATTACHED THRU SHEATHING TO EACH TRUSS WITH (2) #10X4" SCREWS ROOF SHEATHING CONT UNDER OVERFRAMING SLOT AS NEEDED FOR TRUSS TO TRUSS CONNECTION PRE-ENGINEERED WOOD OVERFRAMING TRUSSES AT 24" OC PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD TRUSSES SEE PLAN 2X4 BLOCKING AT 24" OC TOP OF BEAM EL +16 4' CONT PT2X8 WITH (2) 3/4"DIA ADHESIVE ANCHORS AT 24"OC WITH 6 3/4" EMBED — PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD TRUSSES SEE PLAN 16" CMU BOND BEAM WITH (4) #5 CONT TOP OF BEAM EL +13-0 TRUSS ATTACHMENT BY TRUSS MANUF TOP OF BEAM EL+11-0" — / EL SEE ARCH CONT PT2X8 WITH (2) 3/4"DIA ADHESIVE ANCHORS AT 24"OC WITH 6 3/4" EMBED BOTTOM OF BEAM EL+9'-0" CONT 2X4 FASCIA ATTACHED TO EACH TRUSS WITH (2) #10 X 3" SCREWS FINISH GRADE OR PAVEMENT SEE CIVIL #5 DOWEL AT 16" OC f` LIGHT BAND SEE ARCH CONT PT2X8 TOP PLATE WITH 1/2" DIA ADHESIVE ANCHOR BOLTS AT 24" OC (12" EMBEDMENT) WITH 3" DIA WASHERS 24" CMU BOND BEAM WITH (6) #5 CONT CMU WALL PLYWOOD ROOF SHEATHING SIMPSON HETA24 STRAP AT 24" OC WITH 4" EMBED IN WALL AND (9) 10d X 1 1/2" NAILS THROUGH SHEATHING TO BLOCKING PRE-ENGINEERED WOOD TRUSSES SEE PLAN. 2X4 BLOCKING AT 24" OC (1) PT2X8 NAILER TOP WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT 8"X24" CONCRETE BEAM CB-3 THESE PLANS AND ALL PROPOSED W09K ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ,` C.IAY BC NECESE4RY [N,ORDER,-TO COMPLY WRIH � L,t`1PPl.I 0_-; CODES: �— STOREFRONT SYSTEM SEE ARCH CMU BLOCK SILL WITH (2) # 5 CONT DOWEL INTO CONCRETE COLUMNS (EACH SIDE) EJ / CONCRETE SLAB r/ co SEE PLAN � FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING SEE PLAN 0 w V) fn Z D: J J ¢ 0 M 0 w a (n 0 3 H 0 v_ i Of O h z ZF Ld w 0 O Li (n O EL a w O z z 0 U_ it I- 0_ z O J O 1 z 0 w O 0 0 D- w o- 0 Z 0 w (n w m 0 0 z r ,,tttuu uurrpgr SECTION 103 SCALE: 3/4„ = 1,-0„ S-3 QQ ; �g, ATLANTIC N 180 ENGINEERING-' * c W - h _ 6501 Arlington Expressway � � S• 1 Building B, Suite 201 % 0� ST�T O Jacksonville, FL 32211 F4 PH: 904.743.4633 FX:904.725.9295 %ass •••0 RR.% •� AES #317-107 r/OAfALrrt p�,• DAVID L WEBB PE 47180 R. Wulbern Architect PA AA • 0003433 Ile (904)329.2510 tel robert@wulbemmet 0 rn z 0 N V-a U) > a (L a Uj X w 0: 0 IrLL w Q N 0 e � J � N `0 J W ^ O N J O o I� z "o w Z Q W w = FW— a o 0 U O 0 1L goldco VERTIC L V V J U) C4 U m Q C4 Q LU LU a r M O Yo Z O CD Z � � o O= &n O CD J in 0 N 0 to b fA Z O 0 U W w o J Z � o 0 F- H- LLI w N S-3 TOP OF CMU EL +16'-4" — TOP OF BEAM EL +1 T-0" BLOCKING AND ATTACHMENT PER CANOPY MANUF TRUSS BEARING EL SEE PLAN — 5/8" PLYWOOD WALL SHEATHING ON VAPOR BARRIER SIMPSON A34 AT EACH TRUSS ATTACHED WITH (8) 8d X 1 1/2" NAILS CONT PT (2) 2X8 TOP PLATE WITH 1/2" DIA ANCHOR BOLT AT 24" OC (12" EMBEDMENT) WITH 3" DIA WASHERS 3 5/8", 16 GA CFSF STUDS AT 24" OC CONNECT TO WALL WITH 1/4" DIA TAPCON AT 24" OC MAX — PREFAB METAL CANOPY SEE Al VENEER SEE ARCH 3 5/8", 16 GA TRACK WITH (2) 1/2" DIA TAPCONS AT 24" OC WITH 2" EMBED CONCRETE BARRIER CURB FINISH GRADE OR PAVEMENT SEE CIVIL (3) # 4 CONT �L 1, I►/ �� ,/l , . —I BLOCKING AS REQUIRED AT ROOF VENT 2X BLOCKING FOR SHEATHING ATTACHMENT TYPICAL UPLIFT CONNECTOR TYPE 1 SEE SCHEDULE CONNECTOR TYPE 3 SEE SCHEDULE CONNECTOR TYPE 2 SEE SCHEDULE (1) PT2X8 NAILER TOP AND BOTTOM WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT 32" CMU BOND BEAM WITH (8) #5 CONT CMU WALL EJ SECTION rl04 SCALE: 3/4" = 1'-0" S 4 CONCRETE SLAB SEE PLAN FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING SEE PLAN 16" CMU BOND BEAM WITH (4) #5 CONT UPLIFT AND SHEAR CONNECTOR BY TRUSS MANUF CONT 2X6 SLEEPER AT 24" OC MAX ATTACHED THRU SHEATHING TO EACH TRUSS WITH (2) #10X4" SCREWS ROOF SHEATHING CONT UNDER OVERFRAMING SLOT AS NEEDED FOR TRUSS TO TRUSS CONNECTION PRE-ENGINEERED WOOD OVERFRAMING TRUSSES AT 24" OC PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD TRUSSES SEE PLAN. 2X4 BLOCKING AT 24" OC 5/8" PLYWOOD WALL SHEATHING ON VAPOR BARRIER SIMPSON A34 AT EACH TRUSS ATTACHED WITH (8) 8d X 1 1/2" NAILS CONT PT (2) 2X8 TOP PLATE WITH 1/2" DIA ANCHOR BOLT AT 24" OC (12" EMBEDMENT) WITH 3" DIA WASHERS TOP OF CMU EL +16'-4" — 3 5/8", 16 GA CFSF STUDS AT 24" OC CONNECT TO WALL WITH 1/4" DIA TAPCON AT 24" OC MAX — TOP OF BEAM EL +13'-0" BLOCKING AND ATTACHMENT PER CANOPY MANUF TRUSS BEARING EL SEE PLAN — PREFAB METAL CANOPY SEE ARCI- VENEER SEE ARCH TOP OF BEAM EL +8'-0" FUR -OUT ELEMENT BEYOND VENEER SEE ARCH CONCRETE BARRIER CURB FINISH GRADE OR PAVEMENT SEE CIVIL — BLOCKING AS REQUIRED AT ROOF VENT 2X BLOCKING FOR SHEATHING ATTACHMENT TYPICAL UPLIFT CONNECTOR TYPE 1 SEE SCHEDULE CONNECTOR TYPE 3 SEE SCHEDULE CONNECTORTYPE2 SEE SCHEDULE (1) PT2X8 NAILER TOP AND BOTTOM WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT CMU LINTEL SEE SCHEDULE STOREFRONT SYSTEM SEE ARCH CMU BLOCK SILL WITH (2) # 5 CONT DOWEL INTO CONCRETE COLUMNS (EACH SIDE) EJ CONCRETE SLAB SEE PLAN s� Z $ A 10' 9 z FILL ALL CELLS BELOW a a FINISH FLOOR SOLID WITH 1 ' 3000 PSI GROUT d $ (3) # 4 CONT CONCRETE FOOTING SEE PLAN • SECTION 105 SCALE: 3/4" = V-0" S 4 16" CMU BOND BEAM WITH (4) #5 CONT UPLIFT AND SHEAR CONNECTOR BY TRUSS MANUF CONT 2X6 SLEEPER AT 24" OC MAX ATTACHED THRU SHEATHING TO EACH TRUSS WITH (2) #10X4" SCREWS ROOF SHEATHING CONT UNDER OVERFRAMING SLOT AS NEEDED FOR TRUSS TO TRUSS CONNECTION PRE-ENGINEERED WOOD OVERFRAMING TRUSSES AT 24" OC PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD TRUSSES SEE PLAN. 2X4 BLOCKING AT 24" OC TOP OF CMU EL +16'-4" CONT PT2X8 WITH (2) 3/4"DIA ADHESIVE ANCHORS AT 24"OC WITH 6 3/4" EMBED — PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD TRUSSES SEE PLAN 32" CMU BOND BEAM WITH (8) #5 CONT TRUSS ATTACHMENT / BY TRUSS MANUF EL SEE ARCH CONT PT2X8 WITH (2) 3/4"DIA ADHESIVE ANCHORS AT 24"OC WITH 6 314" EMBED — CONT 2X4 FASCIA ATTACHED TO EACH TRUSS WITH (2) #10 X 3" SCREWS FINISH GRADE OR PAVEMENT SEE CIVIL CONT PT2X8 TOP PLATE WITH 112" DIA ADHESIVE ANCHOR BOLTS AT 24" OC WITH 12" EMBEDMENT WITH 3" DIA WASHERS � ' 16" CMU BOND BEAM WITH (4) #5 CONT 24" CMU BOND BEAM WITH ►' (6) #5 CONT AT MANSARD LOCATIONS (•; PLYWOOD ROOF VI SHEATHING CONNECTOR TYPE 3 1114 �_ SEE SCHEDULE TRUSS BEARING rEL SEE PLAN PRE-ENGINEERED WOOD I TRUSSES SEE PLAN. VCONNECTORTYPE2 IM SEE SCHEDULE (1) PT2X8 NAILER TOP AND BOTTOM WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT I I I I I -- CMU WALL THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY WELD INSPECTORS THAT ' , �,IA"� BG NECESSARY Ill �RDEId TO ; CO"APLYVYI7Hi',�LLt` PLICq.14COVES I EJ CONCRETE SLAB SEE PLAN A FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING SEE PLAN 0 w x to z w J J cn U w a 4 3 H U 3 0: O w z LU w O N O a a w C O } z 4 F a a a z a C L4 C 3 2 c II C C a 0 0 a 0 L L L 0 F F t 5 L 2 R. Wulbern Architect PA AA - 0003433 Ilc (9041329-2510 tal robert@wulbem.net (7 rn Z z N Y U W > Q 0 iUj t w 0 O W n .4 ¢ v N 0 a N 0 fN J O 0 I� z NO Z Y W fX i is a X D U Q 0 d z 0 w 0_ w x w z z z 0 U 0 F m O Z 0 Z O Z a n SECTION 106 J♦L L.ty. SCALE: 3/4" = V-0" S-4 0 •• S ' ., � s. ATLANTIC 0. 80 06. _ ENGINEERING:: *' �,yI 6501 Arlington Expressway ``� rl l ;•; Building B, Suite 201 ��% STATE�F ; Jacksonville, F� 32211 -� '•;°4 0 R % ID p:� PH: 904.743.4633 FX:904.725.9295 '�, �p •....... !v �� AES 9317.107 ,,VV �Ort rWi:'t,t`„t•',,, DAVID L WEBB PE47180 0 gq!dCo .. VERTIC L i--% O V W .! ` J CM 10 ^' z N Q W O Yo Z� � O Z� �� a W U) Z YOO �Z)o 0 _ WOro0 A/ y� a J moZLo �� J 0 N b Z N O z U o LrU^ / Cn U N w J z 1 _— o 0 I— W W S-4 TOP OF CMU EL +16'-4" — CONT PT2X8 WITH (2) 3/4"DIA ADHESIVE ANCHORS AT 24"OC WITH 6 3/4" EMBED — PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD TRUSSES SEE PLAN TRUSS ATTACHMENT BY TRUSS MANUF — TOP OF BEAM EL +11-0" EL SEE ARCH CONT PT2X8 WITH (2) 3/4"DIA ADHESIVE ANCHORS AT 24"OC WITH 6 3/4" EMBED CONT 2X4 FASCIA ATTACHED TO EACH TRUSS TOP OF BEAM WITH (2) #10 X 3" SCREWS EL +9'-D" THIN BRICK SEE ARCH - FINISH GRADE OR PAVEMENT SEE CIVIL CONT PT2X8 TOP PLATE WITH 1/2" DIA ADHESIVE ANCHOR BOLTS AT 24" OC WITH 12" EMBEDMENT WITH 3" DIA WASHERS 24" CMU BOND BEAM WITH (6) #5 CONT 24" CMU BOND BEAM WITH (6) #5 CONT CONNECTOR TYPE 3 SEE SCHEDULE CONNECTORTYPE2 SEE SCHEDULE (1) PT2X8 NAILER TOP AND BOTTOM WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT 8"X24" CONCRETE BEAM CB-1 STOREFRONT SYSTEM SEE ARCH CMU BLOCK SILL WITH (2) # 5 CONT DOWEL INTO CONCRETE COLUMNS (EACH SIDE) CMU WALL b a ° •, • e, °e SECTION 107 SCALE: 3/4" = V-0" S-5 EJ CONCRETE SLAB SEE PLAN a A W ^ FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING SEE PLAN PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD TRUSSES SEE PLAN. TRUSS BEARING rEL SEE PLAN 5/8" PLYWOOD WALL SHEATHING ON VAPOR BARRIER SIMPSON A34 AT EACH TRUSS ATTACHED WITH (8) 8d X 1 1/2" NAILS CONT PT (2) 2X8 TOP PLATE WITH 1/2"DIA ANCHOR BOLT AT 24" OC (12" EMBEDMENT) WITH 3" DIA WASHERS 3 5/8", 16GA TRACK WITH (2) #10 X 3" SCREWS AT EACH TRUSS TOP OF CMU EL +16'-4" --i 3 5/8", 16 GA CFSF STUDS AT 24" OC WITH BLOCKING AT 48"OC — 16" CMU BOND BEAM WITH (4) #5 CONT TOP OF BEAM EL +13-0" SIMPSON HETA24 STRAP AT 24" OC WITH 4" EMBED IN WALL AND (9) 10d X 1 1/2" NAILS THROUGH SHEATHING TO BLOCKING VENEER SEE 3 5/8", 16 GA TRACK WITH (2) 1/2" DIA TAPCONS AT 24" OC WITH 2" EMBED CONCRETE BARRIER CURB BLOCKING AS REQUIRED AT ROOF VENT 2X BLOCKING FOR SHEATHING ATTACHMENT TYPICAL UPLIFT CONNECTOR TYPE 1 SEE SCHEDULE 2X4 BLOCKING AT 24" OC (1) PT2X8 NAILER TOP WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT 16" CMU BOND BEAM WITH (4) #5 CONT CMU WALL 1 EJ FINISH GRADE N OR PAVEMENT CONCRETE SLAB SEE CIVIL — a i SEE PLAN •g Q { F • z 10.. 4 z X.iFILL ( ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT (3) # 4 CONT " E ° % CONCRETE FOOTING SEE PLAN #4 + HK AT 24"OC • i , i^ • SECTION 108 SCALE: 3/4" = V-0" S-5 16" CMU BOND BEAM WITH (4) #5 CONT UPLIFT AND SHEAR CONNECTOR BY TRUSS MANUF CONT 2X6 SLEEPER AT 24" OC MAX ATTACHED THRU SHEATHING TO EACH TRUSS WITH (2) #10X4" SCREWS ROOF SHEATHING CONT UNDER OVERFRAMING SLOT AS NEEDED FOR TRUSS TO TRUSS CONNECTION PRE-ENGINEERED WOOD OVERFRAMING TRUSSES AT 24" OC PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD TRUSSES SEE PLAN. TOP OF BEAM EL +16'-4" CONT PT2X8 WITH (2) 3/4"DIA ADHESIVE ANCHORS AT 24"OC WITH 6 3/4" EMBED — PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD TRUSSES SEE PLAN 16" CMU BOND BEAM WITH (4) #5 CONT TOP OF BEAM EL +1 T-0 TRUSS ATTACHMENT BY TRUSS MANUF EL SEE ARCH CONT PT2X8 WITH (2) 3/4"DIA ADHESIVE ANCHORS AT 24"OC WITH 6 3/4" EMBED — CONT 2X4 FASCIA ATTACHED TO EACH TRUSS WITH (2) #10 X 3" SCREWS FINISH GRADE OR PAVEMENT SEE CIVIL — e •a •° 41 :4111 SECTION 1 g SCALE: 3/4" = V4 S-5 CONT PT2X8 TOP PLATE WITH 1/2" DIA ADHESIVE ANCHOR BOLTS AT 24" OC WITH 12" EMBEDMENT WITH 3" DIA WASHERS 24" CMU BOND BEAM WITH (6) #5 CONT (1) PT2X8 NAILER TOP WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT SIMPSON HETA24 STRAP AT 24" OC WITH 4" EMBED IN WALL AND (9) 10d X 1 112" NAILS THROUGH SHEATHING TO BLOCKING PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD TRUSSES SEE PLAN. 2X4 BLOCKING AT 24" OC 8" CMU BOND BEAM WITH (2) #5 CONT CMU WALL fHESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS ;. REQUIRED BY FIELD INSPECTORS THAT AAY•• BE NEUMART I&QRDE.R TO COPAPLY.dYITH A4 L• t1PPI.ICAE 4 CODES.,, EJ CONCRETE SLAB SEE PLAN _ FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING SEE PLAN EL 0'-0" COORDINATE WITH W.I.B. MANUFACTURER z 0_ w r O w to O a a W w F O r z O H a z 0_ O J O 3 z 0 w U 0 0 a w z z Q `,``1`lppuuunrtt1"101 , :QQ; 1 E ATLANTIC No 0 -ENGINEERING: V. : 6501 Arlington Expressway �O A 11 Building B. Suite 201 •. Jacksonville, FL 32211 ""�r..��•� PH: 904.743.4633 FX:904.725.9295 �'�,•• • �•��.w �e•� �p+ � AES Y317.107 s''pr7F rL w,, 1% DAVID L WEBB PE 47180 z z O z 0 n R. Wulbern Architect PA AA • 0003433 Ile (904)329.2510 tcl robert@wulbemmet Ul to z z o � Y U � N a Uj w 0 Of LL w �- Q N o 0: a N 0 fN J C' o I� z SO W u so a t, OOoa V ' goldCo.,, VERTIC L O 0 4) J v z N LO LU a �0) r M O Y Z� �0 O LL aW 0Z `1 �o w � o 0�2_:U V v) 0 3 CO �0WtoU) moz l r z 0 N a Z in O 0 U LU �i W J 0 Z 0 H- ♦— W W S-5