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Home My WebLink AboutA-812 - CONSTRUCTION DETAILS @ EIFS1 1/2" RIGID INSULATION V AIR GAP SHEATHING NAILED TO STUD WOOD STUD WALL BATT INSULATION FLUID APPLIED WEATHER BARRIER - 3 5/8" BRICK VENEER NAILS @ 4" SPACING AT EACH STUD ANCHORS 2" STONE VENEER STONE MORTAR BED 6 EIFS DETAIL waa, 1/2"-14-000 2X6 TOP PLATE BRICK VENEER SHEATHING NAILED TO STUD 2X6 BLOCKING 2X6 BLOCKING 5/8" TYPE X GYPSUM WALL BOARD 2" CONCRETE TOPPING 2X6 WOOD STUD HOLLOW CORE PARAPET WALL BOTTOM PLATE— ICF WALL NAILS TO SHEATHING 5/8" TYPE X GYPSUM WALL BOARD TOP PLATE NAILS TO SHEATHING HOOK TYP. 2" CONCRETE TOPPING Q00. HOLLOW CORE ICF WALL 5/8" TYPE X GYPSUM WALL BOARD STONEVENEER STONE MORTAR BED / 2 1 TYPICAL STONE DETAIL AT SILL LEVEL Tm Aa, 1/21,=1'-01 TOP MOUNT HANGER — Q WOOD SHEATHING 2x6 W OOD STUD SHEATHING NAILED TO STUD, SHEATHING NAILED TO STUD K4A[hiiI 2X10'S 1/2" RESILIENT CHANNEL 50 TYPE X GYPSUM BOARD RIM RIM JOIST TOP PLATE W/NAILS@ EACH JOIST �5B" GYP. BD. MOISTURE RESISTANT 2X W OOD STUD SILL PLATE w/ 1/2"e EXP ------ ANCHORS ATTACH PLYWOOD TO LEDGER ZALW/ 10d NAILS @ 3" O.C. LONG EXPANSION ANCHORS WOOD SHEATHING 2X70'S 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD TOP FLANGE � HANGER ' HANGER BOND BEAM RELEASED FOR CONSTRUCTION -CMU WALL Subject to compliance with all regulations of State and Local Codes City Bf Camel L `�NmlUllBnrJnIX4�L x DATE: 07/22/19 WOOD WALL SHEATHING NAILED TO STUD 2X6 BLOCKING 01� EIFS DETAILS 1 SHEATHING NAILED TO STUD — 1 1/2" RIGID INSULATION 1"AIR GAP FLUID APPLIED WEATHERBARRIER THIN MORTAR BED BACKER ROD AND SEALANT GAP TO ALLOW FOR VERTICAL — MOVEMENT, SHRINKAGE BRICK TIE (WIRE ANCHORS) AT 24" O.C. HORIZONTALLY AND 18"0.C. VERTICALLY 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD OPEN WEB TRUSS TOP PLATE NAILS@ EACH TRUSS 2X6 BLOCKING TYPICAL BRICK DETAIL AT SILL LEVEL "GYPSUM BOARD A35 CLIPS BY SIMPSON 2X4 WOOD KICKER ROOFING, TPO MEMBRANE 1/2" PARTICLE BOARD 4" RIGID INSULATION CLIPS 2X6 WOOD BLOCK OPEN WEB TRUSS WITH SLOPED TOP CHORD, SEE PLAN 1/2" RESILIENT CHANNEL 5/8" GYPSUM BOARD 5/8" TYPE X GYPSUM WALL BOARD 2X6 BLOCKING WOOD STUD WALL BRICK LEDGE ANGLE WITH LEDGER THRU-BOLTS @24" O.C. BOTTOM PLATE TO TRUSS CONNECTION NAILS@ EACH TRUSS RIM JOIST SCALE 1/2"=V-0" NOTE: PLEASE PROVIDE THE ANGLES AT EVERY FLOOR 3 TYPICAL BRICK DETAIL ro, ^'a' V2" = 1'-0" SHEATHING NAILED TO STUD, 5/8" GYP. BD. MOISTURE 5/8" TYPE X GYPSUM WALL BOARD 2X6 BLOCKING WOOD STUD WALL BOTTOM PLATE TO TRUSS — CONNECTION @ EACH TRUSS 1/2" RESILIENT CHANNEL - 5/8" TYPE X GYPSUM BOAT OPEN WEB TRUSS, SEE PLAN TOP PLATE NAILS@ EACH TRUSS 2X6 BLOCKING / 4 \ EIFS DETAIL 1 1/Z' = 1'-01, i RESISTANT SHEATHING NAILED TO STUD OPENING I AW TTACH PLYOOD TO LEDGER 112" PREMOLDED EXPANSION W/ 10d NAILS @ 3" O.C. JOINT LONG EXPANSION ANCHORS @ 8" O.C. CONCRETE SLAB IWOOD SHEATHING 4" THICK SLAB REINFORCED TOP OF FLOOR OPEN WEB TRUSS 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD SEE CIVIL PLANS FOR 8000NCRETE WALL, -_- CONN. TO .-..., a. STOOP 12 O.C. EACHWAV SEE BE PLAN FOR FOOTING SCHED 7 STOOP DETAILS 6 MIL VAPOR BARRIER ICF WALL 12 O.C. EACHWAV SEE SE PLAN FOR FOOTING SCHED. NAILS EIFS BOTTOM PLATE NAILS TO SHEATHING 2X6 WOOD STUD NAILS @ 4" SPACING AT EACH STUD :13[N:QIq➢Ii4S 2X6 WOOD STUD WALL 2X6 BLOCKING 1/2"PLYWOOD SHEATHING NAILED TO STUD 1 1/2" RIGID INSULATION VAR GAP FLUID APPLIED WEATHER BARRIER WEEP HOLES @ 16" O.C. THIN MORTAR BED BACKER ROD AND SEALANT 2X10'S LAG SCREW AT 24" O.C. BRICK TIE (WIRE ANCHORS) AT 24" O.C. HORIZONTALLY AND 18" O.C. VERTICALLY RIM JOIST BAS F. BASE4 2901 CLINT MOORE ROAD, #114 BOCA RATON, FLORIDA 33496 888.901.8008 www.base-4.com RICARDO J. MUNIZ-GULLIET, AIA 5453 NW 106TH DR CORAL SPRINGS, FL 33076 Seal: :CG/f ``e�:'PEGISTE/kO Fr :f = 17 161 — OF DIAN!'.. ' 'u/CHITI�G41`�. 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 DECOR PACKAGE: TRIBECA ISSUE NO. DELTA ISSUE DATE I DESCRIPTION 1 IAO 12019.0104 ISSUED FOR PERMIT CURRENT ISSUE ISSUED FOR PERMIT CURRENT ISSUE DATE 2019.03.04 DRAWN BY NP CHECKED BY NILPROJECT NO. 134-134-1705 SHEET NAME CONSTRUCTION DETAILS @ EIFS DRAWINGS NO. A=812