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Home My WebLink AboutS-602 - TYPICAL DETAILS1 12' RIGID INSULATION 1' AIR GAP SHEATHING NAILED TO STUD, SEE WALL SCHEDULE WOOD STUD WALL, SEE PLAN BATT INSULATION, —� SEEARCH. FLUID APPLIED WEATHER BARRIER BRICK VENEER, SEEARCH. (3)8D NAILS @ 4" SPACING — AT EACH STUD (SHEATHING MUST BE CONTINUOUS ACROSS FLOOR SYSTEM) OR (1) SIMPSON MSTAM36 @48'O.C. W/ (7)-10tl NAILS. (FOR UPLIFT ONLY) STONE VENEER, — SEEARCH. STONE MORTAR BED, SEEARCH. CONTROL JOINT 2' - 6" io INSERT #4 HOOK BAR @ KEYWAY 8 FILL WITH GROUT 2X BLOCKING 5/8" TYPE X GYPSUM WALL BOARD /F PT 2x SILL PLATE w/ 1/2"B EXP FANCHORS @ 48'O. C., 3 12' EMB, AT SHEAR WALLS SEE SHEAR WALL SCHEDULE FOR CONNECTION TO SECOND FLOOR /-900 BEND W/ACI STD. HOOK TYP. INSERT #4 HOOK BAR @ KEYWAY R FILL WITH GROUT 2" CONCRETE TOPPING TOP OF FLOOR ELEV. SEE PLAN SECTION 01 SCALE 12'-1'-0' zm.z aeon EMB. STEEL PL @ 48'O.C. BY PRECAST MANUFACTURER (TYP.) TYP 714 )LLOW CORE, SEE PLAN #5 BAR CONT. MIN BRG. (TYP.) = WALL, SEE PLAN I' TYPE X GYPSUM WALLBOARD MIN BRG. TYP.) MIN BRG. (TYP.) SECTION 05 SCALE m.z esm oI I 40 ��INSERT #4 HOOK BAR@KEYWAY INSERT #4 STRAIGHT BAR @KEYWAY 8 FILL WITH GROUT AND FILL WITH GROUT. HORIZONTAL IN 5/8" TYPE X GYPSUM CORE ONE PER PLANK. SHEATHING NAILED TO STUD, 5/8" TYPE X GYPSUM WALL BOARD WALL BOARD BATT INSULATION, SEE WALL SCHEDULE 12' RESILIENT CHANNEL 2X BLOCKING SEEARCH. 2X BLOCKING 1/2" OSB SHEATHING WOOD STUD WALL, BATT INSULATION, 2X BLOCKING WOOD WALL, SEE PLAN 5/8" TYPE X GYPSUM SEE PLAN PT 2x SILL PLATE w/ 1/2'B EXP ANCHORS SEE ARCH. WALL BOARD @ 48'oc, 3 1/2' EMB, AT SHEAR WALLS 5/8" TYPE X GYPSUM WALL BOARD BATT INSULATION, SEE SHEAR WALL SCHEDULE FOR WOOD STUD WALL, PT 2x SILL PLATE w/ 1/2'B EXP ANCHORS 12" OSB SHEATHING SEE ARCH. CONNECTION TO SECOND FLOOR SEE PLAN @ 48"O.C., 3 1/2" EMB, AT SHEAR WALLS 12" RESILIENT CHANNEL FLUID APPLIED 90° BEND W/ACI STD. HOOK TYP. (3)8D NAILS @ 4" SPACING SEE SHEAR WALL SCHEDULE FOR TRUSS GVPCRETE TOPPING WEATHER BARRIER AT EACH STUD (SHEATHING CONNECTION TOSECOND FLOOR BOTTOM NAILS @OEACH TRUSS CONNECTION pLVWOOD, SEE WOOD (3)BD NAILS @4'SPACING INSERT #4 HOOK BAR @KEYWAY MUST BE CONTINUOUS INSERT#4 STRAIGHT BAR @KEYWAY DIAPHRAGM SHEATHING AT EACH STUD (SHEATHING R FILL WITH GROUT ACROSS FLOOR SYSTEM) AND FILL WITH GROUT. HORIZONTAL IN SCHEDULE MUST BE CONTINUOUS OR (1) SIMPSON MSTAM36 CORE ONE PER PLANK. 2" CONCRETE TOPPING 1 ACROSS FLOOR SYSTEM) @48•O.C. W/ (7)-0 d NAILS OR (1) SIMPSON MSTAM36 TOP OF FLOOR (FOR UPLIFT ONLY) 2" CONCRETE TOPPING @48.O.C. W/ (7)-10d NAILS. - ELEV. SEE PLAN TOP OF FLOOR 2X70'S (FOR UPLIFT ONLY) 'I r O(�.Yll l,Tl• ----- - - ----- ELEV. SEE PLAN 7BOARD ESILIENT CHANNEL ---------- - ------ PEXGYPSUMHOLLOW CORE, SEE PLAN JHOLLOW CORE, SEE PLANA TOP FLANGE (2)#5 BAR CONT. (3)#5 BAR CONT. 12" RESILIENT CHANNEL HANGER BY SIMPSON 5/8" TYPE X GYPSUM BOARD (2)2X TOP PLATE ICF WALL, SEE PLAN 3" MIN ERG. (TYP.) 3" MIN BRG. (TYP.) W/(2)16d TOE NAILS@ SECONDARY POUR OPEN WEB TRUSS, SEE PLAN EACH TRUSS ICF WALL, SEE PLAN WOOD WALL, 5/8" TYPE X GYPSUM WALL BOARD 2X BLOCKING SEE PLAN 5/8" TYPE X GYPSUM WALL BOARD SECTION 04 SCALE 12"-1'-0" I SECTION 02 SCALE 12'-1'-0' zm.z aeon O5/8- TYPE X GYPSUM WALL BOARD BATT INSULATION, SEE ARCH. 2X BLOCKING CONCRETE TOPPING WOOD STUD WALL, SEE PLAN TOP OF FLOOR SHEATHING NAILED TO STUD, I12"GVPCRETE TOPPING ELEV. SEE PLAN SEE WALL SCHEDULE FLUID APPLIED WEATHER BARRIER SEE WOOD DIAPHRAGM A SHEATHING SCHEDULE (3)8d NAILS @ 4- SPACING AT EACH STUD(SHEATHING MUST TOP OF FLOOR BE CONTINUOUS ACROSSp ELEV. SEE PLAN WALL STUDS, SEE )LLOW CORE, SEE PLAN FLOOR SYSTEM) OR (1) SIMPSSCHEDULE (TYP). MSTAM36 @48"O.C.ALIGN WALL STUDS W/ (7)-10d NAILS. (FOR UPLIFT ABOVE 8 BELOW EEL BEAM, SEE PLAN FLOOR AND WITH TRUSSES AS SHOWN BOTTOM PLATE TO TRUSS CONNECTIONMULTIPLE STUDS ONLY AT — W/(4)16d NAILS @ EACH TRUSLIENT CHANNEL LOCATIONS INDICATED IN WALL STUD SCHEDULE (TYP), X GYPSUM BOARD WHERE BEARING STUDS AND RIM JOIST TRUSSES DO NOT ALIGN ADD EB TRUSS, SEE PLAN ADDITIONAL 2x6 BEARING 2X BLOCKING STUD AND CONTINUE DOWN TOE(2j2ILS@ EACH TRUSS TO FOUNDATION. TOE NAILS@ EACH TRUSS PROVIDE ADDITIONAL STUD FOR ATTACHMENT SECTION D6 OF SHEATHING 8 ILL RATING SCALE 12'-1'-T ws+ sax 1 12" GYPCRETE TOPPING SEE WOOD DIAPHRAGM SHEATHING SCHEDULE TOP OF FLOOR [ELEV. SEE PLAN] 2X1YS 12" RESILIENT CHANNEL 5/8' TYPE X GYPSUM BOARD JB210A TOP FLANGE HANGER BY SIMPSON 12' RESILIENT CHANNEL WOOD BEAM, SEE PLAN 5/8" TYPE X GYPSUM BOARD OPEN WEB TRUSS ,SEE PLAN DHU3.5624 FACE MOUNT HANGER BY SIMPSON. SECTION 08 SCALE 7 5/8-(W)X24'([TX16'(H) RCC CONIC. POURED TO CATCH STUDS. . I III II,- �A CMU COLUMN, SEE PLAN �II RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City N m Cael .Jt� DATE: 07/22/19 CMU COLUMN,SEE SECTION 13 SCALE 12'-I'-0' oz.z smz SECTION A -A I SECTION 03 SCALE 12'-1'-0' wzz ea¢ 13 ATTACH PLYWOOD TO LEDGER W/ 10d NAILS @ 3" O.C. ATTACH PLYWOOD TO LEDGER W/ 10d NAILS @3"O.C. LONGELEDGERSVPXPANSION ANCHORS DIA.X6" I LONG EORS 1 1/2" GYPCRETE TOPPING @ 8- O.C. (STAGGERED) 112" GYPCRETE TOPPING SEE WOOD DIAPHRAGM SHEATHING SCHEDULE SEE WOOD DIAPHRAGM SHEATHING SCHEDULE IELEV. SEE PLAN] Y 2X10'S 12" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD JB210A TOP FLANGE HANGER BY SIMPSON (2) 2x10 LEDGER SVP 3/4' DIA. X 6' LONG EXPANSION ANCHORS @ 8" O.C. (STAGGERED) BOND BEAM, SEE PLAN CMU WALL, SEE PLAN SECTION 09 SCALE 12'-T-0' ms., 7) PL. 10'X10'X12' W/ (4) 3/4-DIA X 6- LONG NELSON STUDS STEEL BEAM, SEE PLAN :N WEB TRUSS, SEE PLAN RESILIENT CHANNEL " TYPE X GYPSUM BOARD NO BEAM, SEE PLAN IU WALL, SEE PLAN SECTION 10 SCALE 12'-1'-0' xw., sex CMU WALL, SEE TOP OF BEAM [ELEV. SEE PLAN] 2X10'S 1.5C22 METAL PAN W2" LIGHT CONC. W/6X6- W2SXW2S TOPPING APLH210 HANGER BY SIMPSON W/(4) 0.157" CIA PAF STEEL BEAM, SEE PLAN CONNECTION BV #10 PAF - SCREWS FOR METAL DECK TO C CHANNEL @6' O.C. SECTION 14 C10X25 W/3/40 CARBON STEEL KWIK BOLT III W/ 6 SCALE 1/2"-1'-0" .mz.z smz 1/2' EMBED. @16" O.C. a m x 2x BOTTOM PLATE TRUSS MFR TO DESIGN SUPPORT FOR CUMULATIVE LOAD FROM UPPER FLOORS WOOD FLOOR SHEATHING ti SEE PLAN] "I2x6 RIBBON BOARD BEYOND ONLY WHERE SHOWN IN RELATED SECTIONS WOOD FLOOR TRUSS (TYP), ALIGN w/ WALL STUDS @ 24"ac WHERE WIDTH OF STUD GROUP BELOW TRUSS EXCEEDS TRUSS WIDTH, AND AT SHEAR WALL LOCATIONS WHERE SECTION 7/S4.10 APPLIES PROVIDE BLOCKING IN FLOOR SPACE EA SIDE OF TRUSS AND NAIL TO TRUSS VERTICALS w/ (5) 10d NAILS SECTION �L PER VERTICAL (TYP) SCALE ^ BATT INSULATION. SEE ARCH. SHEATHING NAILED TO STUD, SEE WALL SCHEDULE FLUID APPLIED WEATHER BARRIER (3)Bd NAILS @ 4' SPACING AT EACH STUD(SHEATHING MUST BE CONTINUOUS ACROSS FLOOR SYSTEM) OR (1) SIMPSON MSTAM36 @48"0.C. W/ D)-10d NAILS. (FOR UPLIFT ONLY) (2)16d NAILS @ 16- O.C. INTO TOP PLATE 2X r-6" 5+8" TYPE X GYPSUM WALL BOARD 1/2" RESILIENT CHANNEL 6L (3)8D NAILS @ 4- SPACING AT EACH STUD (SHEATHING MUST BE CONTINUOUS ACROSS FLOOR SYSTEM) OR (1) SIMPSON MSTAM36 @48'O.C. W/ (7)10d NAILS. (FOR UPLIFT ONLY) PT 2x SILL PLATE w/ 1/2"B EXP ANCHORS @ 48"O.C., 3 12" EMB, AT SHEAR WALLS SEE SHEAR WALL SCHEDULE FOR CONNECTION TO SECOND FLOOR 2X BLOCKING 5/8' TYPE X GYPSUM WALL BOARD WOOD STUD WALL, SEE PLAN 4 1/2' GYPCRETE TOPPING SEE WOOD DIAPHRAGM SHEATHING SCHEDULE '.N WEB TRUSS, SEE PLAN RESILIENT CHANNEL TYPE X GYPSUM BOARD SECTION 11 SCALE 12'-1'-0' wa aeon ZX BLOCKING 5/8' TYPE X GYPSUM WALL BC SHEATHING NAILED TO STUD, INSERT#4 HOOK BAR @ KEYWAY AND FILL WOOD STUD WALL, SEE PLAN WITH GROUT BATT INSULATION, SEE ARCH. SECONDARY POUR FLUID APPLIED WEATHER BAF 2" CONCRETE TOPPING HOLLOW CORE, SEE PLAN 12'0x4' STUDS WELDED TO BEAM @ Z-0" O.C. PLATE 61 BOND BEAM,SEE PLAN) �3 1/2' MIN BRG. (TYP.) #3 BAR CONT. [BX13 1/2 W/3/40 CARBON STEEL KW IK BOLT III W/ 6 1/2" SECTION 1$ EMBED. @16' O.C. SCALE 1/2'=V-0" -mzz e) BLOCKING 2X BLOCKING WOOD WALL, SEE PLAN 5/8" TYPE X GYPSUM WALL BOARD 12' RESILIENT CHANNEL BOTTOM PLATE TO TRUSS CONNECTION W/(4)16d NAILS @ EACH TRUSS RESILIENT CHANNEL 'TYPE X GYPSUM BOARD EN WEB TRUSS, SEE PLAN BLOCKING FT INSULATION, SEE ARCH. 'TYPE X GYPSUM WALL BOARD ' OSB SHEATHING CD STUD WALL, SEE PLAN ;ONCRETE TOPPING TOP OF FLOOR ELEV. SEE PLAN CORE, SEE PLAN SECTION 07 SCALE 12'-1'-0' mz.z sax WOOD COLUMN, SEE PLAN 11/2' GYPCRETE TOPPING SEE WOOD DIAPHRAGM L SHEATHING SCHEDULE (3)8D NAILS @ 4" SPACING AT EACH STUD (SHEATHING MUST BE CONTINUOUS ACROSS FLOOR SYSTEM) OR (1) SIMPSON MSTAM36 @48"O.C. W/ (7)-10d NAILS (FOR UPLIFT ONLY) SECONDARY POUR PT 2x SILL PLATE w/ 1/2'B EXP ANCHORS @ 48.O.C., 31/2' EMB, AT SHEAR WALLS SEE SHEAR WALL SCHEDULE FOR CONNECTION TO SECOND FLOOR 900 BEND W/ACI STD. HOOK TYP. (2)#5 BAR CONT. WOOD BEAM, SEE PLAN L 6'X6"X12', W/ (4) 3/4'X6' LAG SCREW 6' ° NOTE:- _RFD FACTORED BEAM TO COLUMN CONNECTION LOAD: 12.0 KIPS 1 12' 3" 1 1/2' SECTION 12 SCALE 12'-1'-0' t smz r-s• to INSERT #4 HOOK BAR @ KEYWAY 8 FILL WITH GROUT 2" CONCRETE TOPPING DLLOW CORE, SEE PLAN MIN BRG. (TYP.) FEEL BEAM. SEE PLAN SECTION 16 SCALE 12'-1'-0' mz.z sex it 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: J ' ..G 1 Cr:.. \ Sin Eja-.S,sB •. Fd��9c NO. - 11 OZ 0]`96 SATE-./: /4 ot`L✓ OF !t . '-•YD l AN' .2 SSS/ONAL B� ADAM GINSBURG, PE w., 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 ISSUE O.DELTA DATE DESCRIPTION 1 SO 2019.03.04 ISSUED FOR PERMIT CURRENT ISSUE ISSUED FOR PERMIT CURRENT ISSUE DATE 2019.03.04 DRAWN BY TJ CHECKED BY AJG PROJECT NO, 64-134-1705 SHEET NAME TYPICAL DETAILS DRAWINGS NO. S=602