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HomeMy WebLinkAboutS-603 - TYPICAL DETAILSSHEATHING NAILED TO STUD, SEE WALL SCHEDULE 18 (3)8D NAILS @ 4' SPACING AT EACH STUD 2X BLOCKING (SHEATHING MUST BE CONTINUOUS 5/8' TYPE X GYPSUM WALL BOARD ACROSS FLOOR SYSTEM) OR (1) SIMPSON MSTAM36 @48'O.C. W/ Q}10d NAILS. WOOD STUD WALL, SEE PLAN (FOR UPLIFT ONLY) FLUID APPLIED WEATHER BARRIER BATT INSULATION, SEE ARCH. PT 2x SILL PLATE w/ EXP ANCHORS 2" CONCRETE TOPPING AT S @ 48'mc, 3 1/2' EMB, AT SHEAR WALLS SEE SHEAR WALL SCHEDULE FOR -FLOOR CONNECTION TO SECOND FLOOR SEE PLAN - -n{� n'.n." : 900 BEND W/ACI STD. HOOK TYP. HOLLOW CORE, SEE PLAN SECONDARY POUR (2#5 BAR CONT. 900 BEND W/ACI STD. HOOK TYP. ICIF WALL, SEE PLAN 5/8" TYPE X GYPSUM (2) A35 CLIPS BY SIMPSOI 1/2" BE SHEATHING- 2X4 WOOD KICKER @-Z-C (2) A35 CLIPS BY SIMPSOI ROOFING, TPO MEMBRAt PARTICLE BOARD 4" RIGID INSULATION— (1)2X6 WOOD BLOCK W/- (4)1 Od NAILS @ 24" O.C. PLYWOOD, SEE WOOD — DIAPHRAGM SHEATHING SCHEDULE OPEN WEB TRUSS, SEE I 1/2" RESILIENT CHANNEL 5/8' TYPE X GYPSUM BO WOOD STUD WALL, SEE 2X BLOCKING 5/8" TYPE X GYPSUM BO 2x6 WOOD STUD @ EACH JOIST _PI SHEATHING NAILED TO STUD, �\ SEE WALL SCHEDULE HOLLOW CORE, SEE PLAN (2)#5 BAR CONT. INSERT #4 HOOK BAR @ KEYWAY & FILL WITH GROUT SECTION 01 SCALE 12"-1'-D" mz.z sBm STUD @ 12' O.C. PARAPET LVL 1 60' - 1 1/8" V (4)8d NAILS C DETAILA 4 m in EIFS, SEE ARCH. DETAILA moo, 1 2 (4)8d NAILS ROOF LVL 55 - 11 1/2" 11 1 1/2' RIGID INSULATION PLYWOOD, SEE WOOD DIAPHRAGM SHEATHING SCHEDULE SECTION 04 SCALE 1/2"=1'-0" ael saa DHU210 TOP MOUNT — HANGER BY SIMPSON SEE WOOD DIAPHRAGM SHEATHING SCHEDULE 2XIO'S 2X10'S y ILE 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD RIM JOIST SHEATHING NAILED TO STUD, (2)2X TOP PLATE W/(2)16d SEE WALL SCHEDULE TOE NAILS@ EACH JOIST 5/8' GYP. BD. MOISTURE RESISTANT ZX WOOD STUD PT 2x SILL PLATE w/ 1/2'B EXP — ANCHORS @ 48"O.C., 31/2" EMB. ATTACH PLYWOOD TO LEDGER - W/ 10tl NAILS @ 3" O.C. (2) 2x10 LEDGER SVP 3/4" CIA. X - LONG EXPANSION ANCHORS @ 8' O.C. (STAGGERED) zzl;6' SEE WOOD DIAPHRAGM oil SHEATHING SCHEDULE 2X10'S a RESILIENT CHANNEL �1/2" 5/8" TYPE X GYPSUM BOARD - � TOP FLANGE HANGER HANGER BY SIMPSON BOND BEAM, SEE PLAN RELEASED FOR CONSTRUCTION CMU WALL, SEE PLAN Subject to compliance with all regulations of State and local Codes SECTION 08 City mf Camel SCALE I2"=1'-0" -zoss sem \n' DATE: 07/22/19 2._6" INSERT #4 HOOK BAR @ & FILL WITH GROUT 2"CONCRETE SECONDARY POURS / HOLLOW CORE, SEE PLAN 1/4 V PL.8"X20"Xi/2" W/ (8) 1/2'X17 LONG NELSON STUDS. 5/e' TYPE X GYPSUM WALL BOARD SHEATHING NAILED TO STUD, SEE WALL SCHEDULE WOOD STUD WALL, SEE PLAN 1/4 BATT INSULATION, SEE ARCH. FLUID APPLIED WEATHER BARRIER (3)8D NAILS @ 4' SPACING AT EACH STUD (SHEATHING MUST BE CONTINUOUS ACROSS FLOOR SYSTEM) OR (1) PL.8'X12'X12' W/ (4) 12'X12' SIMPSON MSTAM36 @48.O.C. W/ (7)-10d NAILS. LONG NELSON STUDS. (FOR UPLIFT ONLY) PT 2x SILL PLATE w/ 12'o EXP ANCHORS @ 48'O.C., 3 1/2' EMB, AT SHEAR WALLS SEE SHEAR WALL SCHEDULE FOR CONNECTION TO SECOND FLOOR 900BEND W/ACI STD. HOOK TYP. 1/4 (2)#5 BAR CONT. PLB"X217XS/8' W/ (8) 1/2"X12" PL.8'X12'X12' W/ (4) 12'X12' LONG NELSON STUDS. LONG NELSON STUDS. STEEL BEAM, SEE PLAN ICF COLUMN, SEE PLAN — SECTION 02 ICE COLUMN, SEE PLAN SCALE 12"-1'-(r PARAPET STUD SIZE X V Z TYPE T/PARAPET 2"X6" 4' 3" 3" 2" 1'4= EL=+60'-1 1/8' T/PARAPET 2"X6" 8'8'-4- 8"-3" 1'-0" EL=+64'-1 1/4' SHEATHING NAILED TO STUD, SEE WALL SCHEDULE 2X TOP PLATE EIFS FINISH SHEATHING NAILED TO STUD, SEE WALL SCHEDULE ZX BLOCKING ZX WOOD STUD @ Z O.C., SEE PARAPET TYPE SCHEDULE (2)2X BOTTOM PLATE W/(2) i6D NAILS TO SHEATHING (2)2XTOP PLATE W/(2) 116d NAILS TO SHEATHING WOOD WALL, SEE FILM SHEATHING NAILED TO SEE WALL SCHEDULE 2X BLOCKING SECTION 05 SCALE 12'-1'-0" 5�706.75�88 C 5/8' GYP. BD. MOISTURE RESISTANT SHEATHING NAILED TO STUD, SEE WALL SCHEDULE ATTACH PLYWOOD TO LEDGER W/ 10d NAILS @ 3' O.C. ROOFING, TPO MEMBRAP PARTICLE BOARD -2x10 LEDGER SVP 3/4" CIA. X 6" LONG EXPANSION ANCHORS @ 8' O.C. 4' RIGID INSULATION — PLYWOOD, SEE WOOD — DIAPHRAGM SHEATHING SEE WOOD DIAPHRAGM SCHEDULE SHEATHING SCHEDULE N WEB TRUSS, SEE PLAN RESILIENT CHANNEL TYPE X GYPSUM BOARD 'GYPSUM BOARD A35 CLIPS BY SIMPSON 2X4 WOOD KICKER @ Z O.C. ROOFING, TED MEMBRANE 12" PARTICLE BOARD 4" RIGID INSULATION (2) A35 CLIPS BY SIMPSON 2X WOOD BLOCK W/ (2)16d GALVANIZED NAILS @ 16" O.C. OPEN WEB TRUSS WITH SLOPED TOP CHORD, SEE PLAN 1/2" RESILIENT CHANNEL 5/8' GYPSUM BOARD SECTION 09 SCALE I2"-I'-0" S@O6P SK] TOP OF ROOF ELEV. SEE PLAN (2)2X TOP PLATE DHU210 TOP MOUNT OHANGER BY SIMPSON B PLYWOOD,SEEWOOD— DIAPHRAGM SHEATHING SCHEDULE 2X10'S � 12' RESILIENT CHANNEL- 5/8' GYPSUM BOARD 2X WOOD STUD @ Z O.C., SEE PARAPET TYPE SCHI GATT INSULATION, SEE ARCH. HOLLOW CORE, SEE PLAN 5/8" TYPE X GYPSUM WALL BOARD — TOP OF FLOOR 5/8" OSB SHEATHING ELEV. SEE PLAN (3)8tl NAILS @ 4" SPACING AT sd EACH STUD(SHEATHING MUST BE CONTINUOUS ACROSS FLOOR SYSTEM) OR (1) SIMPSON MSTAM36 @48"O.C. W/ (7)-10d NAILS. (FOR UPLIFT ONLY) STEEL BEAM, SEE PLAN PL.8'X20'X12' W/ (8) 12'X12' (2)16d NAILS @ 16" O.C. INTO TOP LONG NELSON STUDS. T SECTION 03 SCALE 1/2'=V-0" .mse s.aa METAL COPING 2X6 WOOD STUD @ Z O.C. DETAIL A T.O.PARAPET 312" C ELEV, SEE PLAN 1' • x (4)8d NAILS (4)8d NAILS r DETAILA x co (2)2X BOTTOM PLATE W/(2) 16D CMU WALL,- O NAILS TO SHEATHING @ 24' O.C. SEE PLAN x = TOP OF ROOF BOND BEAM, -- ELEV. SEE PLAN III SEE PLAN _ 2X6 WOOD STUD @ Z O.C. NAILS@ AT ESPACING EACH MUST BE US EACHNUOUS CONTINUOUS ACROSS FLOOR SYSTEM) ACROSS 8(1)dNAILS. MSTAM36TONL) W/ (7)-10tl NAILS. (FOR UPLIFT ONLY) 16D NAILS TO SHEATHING OPEN WEB TRUSS, ­/ SEE PLAN RIM JOIST (2)2X TOP PLATE W/(2)16d TOE Ni EACH TRUSS HEADER, SEE PLAN — OPEN WEB TRUSS— ARCHITECTURAL FINISH SEE PLAN 2X WOOD STUD WALL RIM JOIST 2X BLOCKING (2)2X TOP PLATE W/(2)16tl �1/2" PLYWOOD SHEATHING TOE NAILS@ EACH TRUSS SECTION O6 SCALE 1/2"-1'-0" fiASP 5887 2X TOP PLATE EIFS FINISH SHEATHING NAILED TO SEE WALL SCHEDULE ZX WOOD STUD @ Z O.C., SEE PARAPET TYPE SCHEDULE (2)2X BOTTOM PLATE W/(2) i6D NAILS TO SHEATHING ROOFING, TPO MEMBRANE PARTICLE BOARD 4" RIGID INSULATION PLYWOOD, SEE WOOD DIAPHRAGM SHEATHINti \ SCHEDULE 5/8" TYPE X GYPSUM WALLBOARD 112" RESILIENT CHANNEL WOOD STUD WALL, SEE PLAN 112" GVPCRETE TOPPING SEE WOOD DIAPHRAGM SHEATHING SCHEDULE TOP OF FLOOR Al ELEV. SEE PLAN V WEB TRUSS, SEE PLAN SSILIENT CHANNEL 'PE X GYPSUM BOARD 8d NAILS @6' O.C. INTO LEDGER 1 1/2" GVPCRETE TOPPING SEE WOOD DIAPHRAGM SHEATING SCHEDULE OPEN WEB TRUSS, SEE PLAN u 1/2 RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD HANGER BY TRUSS MINE. 1 1/2'XZ4' LSL LEDGER W/(2) S/e'o EXP ANCHORS @24" O.C., 41/2" EMB. INTO GROUTED CELL SECTION 07 SCALE 12'-1'-0" zm.l sms 10 PLYWOOD, SEE WOOD DHU210 TOP MOUNT DIAPHRAGM SHEATHING HANGER BY SIMPSON SCHEDULE ROOFING, TPA MEMBRANE PARTICLE BOARD 3 TOP MOUNT HANGER BY SIMPSON 4' RIGID INSULATION PLYWOOD, SEE WOOD DIAPHRAGM SHEATHING 2X10'S �' SCHEDULE OPEN WEB TRUSS, SEE PLAN SECTION 10 SCALE 12"-I'-0" 53062 SBA 2X10'S —�- 12" RESILIENT CHANNEL 5/8' GYPSUM BOARD (2)2X TOP PLATE 2X WOOD STUD @ Z O.C., SEE PARAPET TYPE SCHEDULE (2)2X BOTTOM PLATE W/(2) 16D NAILS TO SHEATHING ROOFING, TPO MEMBRANE PARTICLE BOARD 4' RIGID INSULATION \ PLYWOOD, SEE WOO DIAPHRAGM SH ATHING SCHEDULE OPEN WEB SEE PLAN SECTION 11 SCALE I/2'-1'-0' fiA6258I8 hAm BAS E4 BASE4 2901 CLINT MOORE ROAD, #114 BOCA RATON, FLORIDA 33496 888.901.8008 www.base-4.com RICARDO J. MUNIZ-GUILLET,AIA 5453 NW 106TH DR CORAL SPRINGS, FL 33076 Seal: ..... Cr:O\Bi FA.S6 Fo��9c ' NO. 11 OOZ ]`96 SAT (#� ol✓ OF I ANP' x2 SSS/ONAL B� ADAM GINSBURG, PE ne..:4w Owner: THE WITNESS GROUP 600 ENTERPRISES DRIVE LEWIS CENTER,OH 513.623.9430 SUITES BY HILTON HOMEN' CARMEL,INDIANA PROTOTYPE VERSION-V2.2 2016 REVISION: MAY 2016 ISnSOUE DELTA WUE DATE DESCRIPTION 1 SO 2019.03.04 ISSUED FOR PERMIT CURRENT ISSUE ISSUED FOR PERMIT CURRENT ISSUE DATE 2019.03.04 DRAWN BY Ti CHECKED BY AJG PROJECT NO. B4134-1705 SHEET NAME TYPICAL DETAILS DRAWINGS NO. S=603