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HomeMy WebLinkAbout13 Park Circle Building Details 2SIDING SEE ELEVATION "TYVEK" HOUSEWRAP Y2" CDX PLYWOOD 2x6 @ 16" O.C. INSULATION PER CODE 6 MIL. POLY VAPOR BARRIER Y2' G.W.B. "PICAL NAL SCALE 1-1/2" = P-0" "TYVEK" HOUSEWRAP Y2" CDX PLYWOOD 2x6 @ 16" O.G. INSULATION PER CODE 6 MIL. POLY VAPOR BARRIER Y2° G.W.B. " TtG PLYWD. SUBFLOOR — GLUE B NAIL TO JOISTS SIDING SEE ELEVATION RIM JOIST OR DBL. PERIMETER Y2" CDX P.T. PLYWD. BOTTOM 6" 2x6 P.T. SILL SILL SEALER 5/8" ANCHOR BOLTS @ 36" O.C.— MIN. 7" EMBEDMENT w/3"x3"xl/4" PLATE WASHER FILL It TAMP 5' OUT FOR I"/FT. SLOPE: PROVIDE 12" BED OF 3/8" STONE WHERE NO GUTTERS = 2 @ #5 REBAR5 CONT. _ 8 AROUND ALL OPENINGS ASPHALT ROOF SHINGLES MATCH EXISTING 5/e" CDX SHEATHING INSULATION PER CODE Y2' GWB w/SKIM COAT PLASTER ON Ix STRAPPING @ 16" O.G. ICE AND WATER BARRIER MEMBRANE CARRY UP 3'-0" FROM SAVE AL. DRIP EDGE OVER ICE 4 WATER BARRIER ALUMIN. GUTTER CORA–VENT STRIP VENT BED MOLDING IX FRIEZE SIDING TYP. WALL I FLOOR JOISTS PER P I d DAMPROOFING 1 SCALE 1-1/2" = P-0" POST CONTINUES FOR NEWEL POST "PICAL DELI SCALE 1-1/2" = I'-0" IX4 COMPOSITE DECKING STRUCTURAL PIPE COLUMN OR: 3 1/2" CONC. FILLED STL. COL. NOT TO EXCEED 10 KIPS LOADING $/OR 8' IN HEIGHT. 4" CONCRETE SLAB 6 MIL. POLY VAPOR RETARDER— CONCRETE FOOTING 3' -0"x3' -0"x I' -O" OF6SLABWWF, TOP I/3 2 0 BITUMINOUS JOINT FILLER, %TOP OFF W/ FLEXIBLE /JOINT SELANT, "SIKAFLEX IA" de da PLATE .7, a. CHl..7-1 WH I ( 1 1 r'ICAL) NOTE. FarTING SHALL BEAR ON COMPACTED GRANULAR FILL DR NATURAL UNDISTURBED GRANULAR 50115 FREE OF CLAY. PEAT. LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT IMMEDIATELY IF DIFFERENT C04DITICN5 ARE ENCOUNTERED. 4 �COLUI" fN F007 SCALE 1-1/2" = 1'—O" MI 2xB P.T. DECK Y . a POST AND THRU BOLT OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS I JOISTS 12" O.C.)_ o ----a ALL WINDOW ROUGH OPENINGS — 4. CONTRACTOR SHALL VERIFY I CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR a a BIT. JT. FILLER, DESIGNER. REVISIONS 6 IA a 3,4,5 BEAM CHANGE 6/9/15 2 ATTAINED 7 DAY STRENGTH 6/9/15 NOTE. FarTING SHALL BEAR ON COMPACTED GRANULAR FILL DR NATURAL UNDISTURBED GRANULAR 50115 FREE OF CLAY. PEAT. LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT IMMEDIATELY IF DIFFERENT C04DITICN5 ARE ENCOUNTERED. 4 �COLUI" fN F007 SCALE 1-1/2" = 1'—O" MI 2xB P.T. DECK Y . NOTCH POST AND THRU BOLT OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS I JOISTS 12" O.C.)_ o AT BEAM TO POST CONNECTION ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY I CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR DO NOT BACKFILL WALL a BIT. JT. FILLER, DESIGNER. REVISIONS 6 UNTIL CONCRETE HAS a 3,4,5 BEAM CHANGE 6/9/15 2 ATTAINED 7 DAY STRENGTH 6/9/15 TOP OFF W/ FLEXIBLE EGRESS WINDOWS 6/9/15 AND BOTH TOP E BOTTOM 4/9/15 JOINT SEALANT 2)2x12 P.T. DATE © COPYRIGHT OF WALL ARE PROPERLY v'...- THESE PLANS ARE NOTTO BE REPRODUCED, HEADER MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN SERCURED. a d_. I WWF 6X6 6/6, TOP 1/3 IIII=IIII OF SLAB CONT " 4" CONIC. SLAB 6 xb P.T. P05T OO n TOP < BOTTOM " CARRY DAMPROOFING — I * FILLOMPAGTED SIMPSON AB66 OVER TOP OF =IIII=III FOOTING II d IIII .a o —IIII " QK 2X4 KEYWAY I d e i 03* #5 REBARS, CONT. .. I� j_ W PROVIDE E W/BIGFOOT FOOTINGS(BF2B) IIII FOR COLUMN SUPPORT ABOVE ° z _ 11=IIII=IIII c d B IIII I= —IIII —III—IIII IIII _ IIII_IIII _ IIII IIII=IIII— 'PICAL SILL DETAIL SCALE 1-1/2" = I' -O" C7 REVISION #2: DETAIL #5 REMOVED. ALL FNDN WALLS TO BE 10" POURED CONCRETE PER DETAIL #6 . / // . 11 . %N 1 " 'PICAL DECI SCALE 1-1/2" = I'-0" NOTES FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUINTERID, 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 BU DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL& COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: EC I : PROPOSED ROBERTS RESIDENCE 13 PARK CIRCLE YARMOUTH, MA. TITLE BUILDING DETAILS SCALE: 1"=1'-0" 0 6" 12" 24" PROJECT#: SHEET: 14-36 A.5 DATE: OF 04/01/15 5