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HomeMy WebLinkAbout13 Park Circle Building DetailsSIDING SEE ELEVATION " HOUSEWRAP PLYWOOD 6" O.G. TION PER CODE POLY VAPOR BARRIER .B. I 11TYVEK '21 CDX 2x6 @ 1 INSULA G MIL. 'PICAL NALL DETAI SCALE 1-1/2" "TYVEK" HOUSEWRAP y2" CDX PLYWOOD 2x(o @ 16" O.C. — INSULATION PER CODE G MIL, POLY VAPOR BARRIER 72" G.W.B. 3/41 TdG PLYWD. SUBFLOOR - GLUE B NAIL TO JOISTS SIDING SEE ELEVATION — RIM JOIST OR DBL. PERIMETER y2" CDX P.T. PLYWD. BOTTOM 611 2x6 P.T. SILL SILL SEALER 5/5" ANCHOR BOLTS @ 3611 O.C. — MIN. 7" EMBEDMENT w/3"x3"xI/411 PLATE WASHER FILL 4 TAMP 5' OUT FOR IVFT. SLOPE: PROVIDE 12" BED OF 3/811 STONE WHERE NO GUTTERS - ASPHALT ROOF SHINGLES MATCH EXISTING % CDX SHEATHING INSULATION PER CODE 72" GNB w/SKIM COAT PLASTER ON Ix STRAPPING @ 16" O.C. ICE AND WATER BARRIER MEMBRANE CARRY UP 3'-0" FROM EAVE AL. DRIP EDGE OVER ICE 6 WATER BARRIER ALUMIN. GUTTER CORA-VENT STRIP VENT BED MOLCING IX FRIEZE SIDING TYP. WALL 2 FLOOR JOISTS PER P 2 @ #5 REBARS CONT. I I I II 4 AROUND ALL OPENINGS c a DAMPROOFING I "PICAL SILL SCALE 1-1/2" REVISION #2: DETAIL #5 REMOVED. ALL FNDN WALLS TO BE 10" POURED CONCRETE PER DETAIL #6 IN SCALE 1-1/2" = 1'-0" POST CONTINUES FOR NEWEL POST 2x8 P.T. DECK JOISTS 12" O.G. 2)2x12 P.T HEADER 0 n PROVIDE 1011 DIAM. SONOTUBE W/BIGFOOT FOOTING (BF25)— FOR COLUMN SUPPORT ABOVE a' A a "PICAL DFCt SCALE 1-1/2" = P-0" IX4 COMPOSITE DECKING NOTCH POST AND THRU BOLT AT BEAM TO POST CONNECTION STRUCTURAL PIPE COLUMN OR: 3 1/2" CONC. FILLED STL. COL. NOT TO EXCEED 10 KIPS LOADING $/OR 8' IN HEIGHT. 4" CONCRETE SLAB (o MIL. POLY VAPOR RETARDER— CONCRETE FOOTING 3' —0"x3' —0"x I —0" OF6SLABWWF, TOP I/3 ° a a° BITUMINOUS JOINT FILLER, FTOP OFF W/ FLEXIBLE JOINT SELANT, `SIKAFLEX IA" PLATE 4 EACH WAYS (Tl°PICAL) .1 , ,'.,`.4 ..,..'...`. .. d 77.7 ,... INOTE• FOOTING %NALL BEAR ON C PACTED GRANULAR FILL OR NATURAL UNDI5TURBED GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT IMMEDIATELY IF DIFFERENT LONDTTNNI4 ARE ENCOIMTEI )LUI" IN FOOTIN SCALE 1-1/2" = P-0" DO NOT BACKFILL WALL UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH AND BOTH TOP E BOTTOM OF WALL ARE PROPERLY 5ERCURED. I 2@ #5 REBARS, CONT. 611x6" P.T. POST TOP k BOTTOM CARRY SIMPSON AB6/n OVER TOP OFROOFING FOOTING 2X4 KEYWAY d.l C) 3@ #5 REPAIRS, CONT. �TYPICAL DELI 7 SCALE 1-1/2" = I'-0" DE BIT. JT. FILLER, TOP OFF W/ FLEXIBLE JOINT SEALANT -WWF 6X6 6/6, TOP 1/3 OF SLAB F-- 4" CONC. SLAB NOTE, FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDI5TUR5ED GRANULAR 50115 FREE OF CLAY, PEAT, LOAM, VEGETATIVE aR ORGANIC MATERIAL. NOTIFY ARCHITECT IMMEDIATELT IF DIFFERENT C DITDN5 ARE ENCGUNTERED. TYPICAL SLAB FOOTING SCALE 1-1/2" = P-0" GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. _II=1111 6 1ST FL. JOISTS 6/9/15 3,4,5 R 6/9/15 2 1111111111 6/9/15 1 EGRESS WINDOWS 6/9/15 ENG NOTES 4/9/15 NO. REVISION DATE =N NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOTTO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST DE BIT. JT. FILLER, TOP OFF W/ FLEXIBLE JOINT SEALANT -WWF 6X6 6/6, TOP 1/3 OF SLAB F-- 4" CONC. SLAB NOTE, FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDI5TUR5ED GRANULAR 50115 FREE OF CLAY, PEAT, LOAM, VEGETATIVE aR ORGANIC MATERIAL. NOTIFY ARCHITECT IMMEDIATELT IF DIFFERENT C DITDN5 ARE ENCGUNTERED. TYPICAL SLAB FOOTING SCALE 1-1/2" = P-0" GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. REVISIONS 6 1ST FL. JOISTS 6/9/15 3,4,5 BEAM CHANGE 6/9/15 2 FNDN WALLS 6/9/15 1 EGRESS WINDOWS 6/9/15 ENG NOTES 4/9/15 NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOTTO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES BUILDER: DES NORTHSII DESIGN DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET* YARMOUTHPORT a MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net al STRUCTURAL ENGINEER: TAYLOR DESIGN LLC PROJECT: PROPOSED ROBERTS RESIDENCE 13 PARK CIRCLE YARMOUTH, MA. i r ITLE BUILDING DETAILS SCALE: 1"=1'-0" 0 6" 1211 24" PROJECT#: SHEET: 14-36 A.5 OF DATE: 04/01/15 5