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Home My WebLink AboutS-604 - TYPICAL DETAILS2'-6- ZX BLOCKING SHEATHING NAILED TO STUD, SEE WALL SCHEDULE WOOD STUD WALL, SEE PLAN 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) SIMPSON MSTAM36 @48"O.C. W/ (7)-1Did NAILS. (FOR UPLIFT ONLY) SECTION -A 90° BEND W/ACI STD. HOOK TYP 2X72S e....=. rn^&._.." INSERT #4 HOOK BAR @ KEYWAY & FILL WITH GROUT 5/8' TYPE X GYPSUM WALLBOARD PT 2x SILL PLATE w/ 1/2"e EXP ANCHORS @ 48"O.C., 312" EMS, AT SHEAR WALLS SEE SHEAR WALL SCHEDULE FOR CONNECTION TO SECOND FLOOR INSERT #4 HOOK BAR @ KEYWAY & FILL WITH GROUT 2' CONCRETE TOPPING PARTICLE BOARD - •. 6' RIGID INSULATION - ----------------- SEE WOOD DIAPHRAGM HOLLOW CORE, SEE PLAN SHEATHING SCHEDULE (2)#5 BAR CONT. SECONDARY POUR 3' MIN BRG. (TYP.) 114 2X10'S STEEL BEAM, SEE PLAN CONTINUOUS BLOCKING CONTINUOUS BLOCKING TO MATCH TO MATCHFLANGE WIDTH FLANGE WIDTH W/ 1/2' CIA. THROUGH W/ (2) 1/2' CIA. THROUGH 3• 3• BOLTS @ 16" O.C. BOLTS @ 16' O.C. 2 J TOP FLANGE STEEL BEAM, SEE PLAN HANGER HANGER BY SIMPSON JB210A TOP FLANGEJ 'v 6'X12'X1/4' SIDE PLATES WITH HANGER BY SIMPSON (2) 5/8' DIAMETER THRU-BOLTS. 1/2' RESILIENT CHANNEL 5/8' TYPE X GYPSUM BOARD < SECTION -A SCALE 1'=V-0' O SECTION 01I SCALE 1/2'-1'-O' zmn asa IY 2'-6" SHEATHING NAILED TO STUD, SEE WALL SCHEDULE BRICK VENEER, SEE ARCH. — 1 1/2" RIGID INSULATION- 1 - AIR GAP FLUID APPLIED WEATHER BARRIER PT 2x SILL PLATE w/ 1/2'm EXP ANCHORS @ 48"O.C., 3 1/2' EMS, AT SHEAR WALLS SEE SHEAR WALL SCHEDULE FOR CONNECTION TO SECOND FLOOR SECONDARY POUR WEEP HOLES @16' O.C. THIN MORTAR BED LIGHT GUAGE FLASHING L6x6x1/2 BRICK LEDGE ANGLE W/ — 12" DIA. X 4 12" EMBED KW IK BOLT III EXPANSION ANCHORS W/ WASHERS @ 48' O.C. ID Z-6' INSERT #4 HOOK BAR @ KEYWAY & FILL WITH GROUT CONCRETE TOPPING SECTION / 02 SCALE O SEE PLAN SEE PLAN 2ND FLOOR 12'-6" V _ T.O.STEEL 2 m 11'-4' 1'-D' ZX BLOCKING INSERT #4HOOK BAR @ KEYWAY 5/e' TYPE X GYPSUM WALL BOARD 4 8 FILL WITH GROUT SHEATHING NAILED TO STUD, SEE WALL SCHEDULE WOOD STUD WALL, SEE PLAN HOLLOW CORE, SEE PLAN BATT INSULATION, SEE ARCH. (2)#5 BAR CONT. FLUID APPLIED WEATHER BARRIER 2" CONCRETE TOPPING (3)8D NAILS @ 4' SPACING AT EACH STUD (SHEATHING MUST BE CONTINUOUS TOP OF FLOOR - ,. :-ELEV. SEE PLAN ACROSS FLOOR SYSTEM) OR (1) SIMPSON MSTAM36 @48.O.C. W/ (7)1(� NAILS. (FOR UPLIFT ONLY) �/ �.; !-• `/ 0 !"Q• PT 2x SILL PLATE w/ 12'm EXP ANCHORS @ 48'oc, 31/2' EMB,ATSHEAR WALLS HOLLOW CORE, SEE PLAN SEE SHEAR WALL SCHEDULE FOR CONNECTION TO SECOND FLOOR SECONDARY POUR ICF WALL, SEE PLAN 90° BEND W/ACI STD. HOOK TYP. (2)#5 BAR CONT. CONCRETE BEAM, SEE PLAN 5/8' TYPE X GYPSUM WALLBOARD INSERT #4 HOOK BAR @ KEYWAY & FILL WITH GROUT 3'-M, Al INTERIOR OF WALL SECTION 03 SCALE 12'-1'-0' zoza sml 5/8" TYPE X MULTIPLE STUD GROUP 1 END OF WALL AT 10 INSERT #4 HOOK BAR GYPSUM WALL BOARD SHEATHING NAILED TO STUD, AT SHEAR WALL END SINGLELLAT @ KEYWAY AND FILL WITH GROUT SIGNAGE, 2X BLOCKING SEE WALL SCHEDULE BRICK VENEER, SEE ARCH HOLDOWN, SEE PLAN END OF WALL AT CMU WALL, SEE PLAN DESIGN BY OTHERS WOOD STUD WALL, SEE PLAN GATT INSULATION, SEE ARCH. A360R F1554 GR 36 DOUBLE HOEDOWN SECONDARYPOUR FLOOR PLAN n 6'X4'X1/4' BRICK LEDGE ANGLE RIGID INSULATION THREADED ROD, SEE DOUBLE HOLDOWN q _ _4TH �1 33' - 1 O" WITH (2) 2X8 LEDGER W/314' rtE11/2" HOLD DOWN SCHEDULE WHERE INDICATED ] 2' CONCRETE TOPPING DIA. THRU-BOLTS @24" O.C. 1" AIR GAP FORSIZE m T.O.TRUSS-4 BOTTOM PLATE TO TRUSS FLUID APPLIED WEATHER BARRIER STRUCT TOPPING 2x SILL PLATE < HOLLOW CORE, SEE PLAN 33' - 7 3/4" CONNECTION W/(4)16d NAILS @pp WEEP HOLES @ 16" O.C. TISLaB di m PL. 6"X4"X12 W/ 12"Ox4" EACH TRUSS THIN MORTAR BED 3RD FLOOR PLAN n - .. - SEE PLAN BOND BEAM, SEE PLAN x e STUDS WELDED TO BEAM @ 24.O.C. _IMVHORIZONTALLY R ROD — _ — BACKEAND SEALANT 23 - 2" V •i ------- ZX10'S (FOR EIFS BAND) T.O.TRUSS-3 O ; :.� TNJALL 3/4"X6" LAG SCREW AT 24" O.C. -------BRICK TIE(WIRE ANCHORS) AT 24' O.C. O AND 18' O.C. VERTICALLY r 2 �312" MIN BRG. (TYP.) L6X6X1/2 W/3/4 0 CARBON STEEL KW IK BOLT III W/ 6 12' SECTION 05 EMBED. @16' O.C. SCALE 12'=1'-0' 17 1/2" RESILIENT CHANNEL—n� BRIM JOIST 5/8" TYPE X GYPSUM BOARD � SECTION 06 3RD FLOOR PLAN n OPEN WEB TRUSS, SCALE 1/2"=V-0" a¢a sml P3' _ 2" V SEE PLAN T.O.TRUSS3 (2)1 TOP PLATE W/(2)16d TOE Ni EACH TRUSS 22 - 11 31A 2XBLOCKING SECTIOOS SCALE 12"-I'-o" &P ! &fiN i HEADER TO BEAR ON JACK STUD OR HANGER.(SEE 2X BLOCKING AS REQUIRED TYPICAL HEADER DETAIL) FOR HORIZONTAL PANEL JOINTS, SEE SCHEDULE NOTE: ALTERNATE OPTION IS TO PROVIDE BOX -OUT IN TOP OF ICF WALL TO ALLOW FOR INSTALLATION OF THRU-BOLT & PLATE PER TYPICAL DETAIL 40 TYPICAL SHEAR WALL HOLDOWN DETAIL AT TOP OF ICF WALL SCALE:1/2"=1'-Om FLOOR LEVEL STRAP OR —1 HOLDOWN REQUIRED PER - SHEAR WALL SCHEDULE, , 2'X STUDS (SIZE AND 2'X STUDS (SIZE AND LOCATIONS SHOULD MATCH SPACING, SPACING, SEE BEARING HOLDOWN SHOWN ON JACK STUD SHALL BE SEE WALL SCHEDULE) WALL SCHEDULE) FOUNDATION PLAN PROVIDED AS REQUIRED AT FLOOR LEVEL STRAP OR RIM JOIST OPENING HOLDOWN REQUIRED PER OPTION 1: (NO UPLIFT STRAPS) SHEAR WALL SCHEDULE, DOUBLE 2'X TOP PLATE FASTEN SHEATHING TO STUDS LOCATIONS SHOULD MATCH HOLDOWN SHOWN ON , (SIZE AND SPACING SEE SHEAR FOUNDATION PLAN NAILS AND SPACING SEE WALL SCHEDULE, SHEATHING _ TYP. FLOOR TO FLOOR MUST BE CONTINUOUS ACROSS CONNECTION DETAIL HEADER TO BEAR ON JACK FLOOR) STUD OR HANGER.(SEE OPTION 2: (1) MSTC52 STRAP TYPICAL HEADER DETAIL) BLOCKING BETWEEN JOIST @48' O.C. (SHEATHING NEED NOT SEE TYPICAL BLOCKING BE CONTINUOUS ACROSS FLOOR) PANEL 2X STUDS (SIZE DETAILS AND SPACING SEE WALL SCH EDULE) ' DOUBLE 2"X TOP PLATE SEE SHEAR WALL SCHEDULE FOR HOLDOWN TYPE & SEE WALL AND COLUMN PLANS FOR LOCATION SHEATHING SEE WALL SCHEDULE SEE SCHEDUL BOTTOM PLAT ATTACHMENT ZX SILL PLATE RELEASED FOR CONSTRUCTION ,LL FRAMING DETAIL Subject to compliance with all regulations of State and Local Codes City d Camel ((�� `�vmlUtlenrJnwJ�L x DATE: 07/22/19 2X BLOCKING AS REQUIRED FOR HORIZONTAL PANEL JOINTS, SEE SCHEDULE 2X SILL PLATE SHEATHING, SEE SHEAR REFER TO WALL SCHEDULE WALL SCHEDULE FOR (2)HD, SECOND HD SHOULD BE APPLIED @ 16 O.C. WITH THE STUD SAME AS END POST. SEE SCHEDULE FOR BOTTOM PLATE ATTACHMFA'ILING PATTERN (SEE O� SHEAR WALL SCHEDULE) TYP. EXT. SHEAR WALL FRAMING DETAIL SCALE:1/8"=1'-Om SEE SHEAR WALL SCHEDULE FOR HOLDOWN TYPE & SEE WALL AND COLUMN PLANS FOR LOCATION SEE SCHEDULE FOR 1 DOUBLE 2"X TOP PLATE 2X BLOCKING AS REQUIRED FOR HORIZONTAL PANEL JOINTS, SEE SCHEDULE BOTTOM PLATE SHEATHING SEE ATTACHMENT SHEAR 2X SILL PLATE WALL SCHEDULE NAILING PATTERN (SEE SHEAR WALL SCHEDULE) TYP. INT. BEARING SHEAR WALL FRAMING DETAIL SCALE:1/8'=1'-0' SECTION 04 SCALE 12'-T-o- z+ Bex BAS E4 BASE4 2901 CLINT MOORE ROAD, #114 BOCA RATON, FLORIDA 33496 888.901.8008 www.bafie4.cc m RICARDO J. MUNIZ-GUILLET,AIA 5453 NW 106TH DR CORAL SPRINGS, FL 33076 Seal: J ... �.1N Cr: p\STEq �•e" Fd��9c NO. 11 OZ 0]`96 9y/S�ATE�./: (aQ' ol✓ OF SSS/ONAL B� ADAM GINSBURG, PE w.y mne"rwn Owner: THE WITNESS GROUP 600 ENTERPRISES DRIVE LEWIS CENTER,OH 513.623.9430 HOME SUITES BY HILTON CARMEL,INDIANA PROTOTYPE VERSION-V2.2 2016 REVISION: MAY 2016 I NSOUE DELTA DSSTE UE 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, B4-134-1705 SHEET NAME TYPICAL DETAILS DRAWINGS NO. S=604