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HomeMy WebLinkAbout15 Paula Lane New AdditionEXIST EXIST.p NOTES: ~ FILE COPY 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 0 O W CLOS. & DIMENSIONS IN THE FIELD EXIST TOM, , ® `r`� 6:.1 �G 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, BATH EXIST. REVIEWED FOR BUILDINCAND ZONINGCODE COIJPU- DETAILS, & FINISHES IN THE FIELD WITH OWNER -- - - - - - - - - --- - ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE -- ---- ---- - KITCHEN APPLICANT FROM THE RESPONSIBILITY OF'AS BUILT' 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT x5' / COMPLIANCE. FIRST FLOOR TO BE 6'-8" ABOVE SUBFLOOR CLOS. ' LI DATE: -I flC 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS DOOR — BUILDINGarF OFFICIAL STATE BUILDING CODE, 8TH EDITION AMENDEMENT & IRC2009 0 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, 1 VELUX " A CERTIFIED AS BUILT IS REQUIRED OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING I SSLGHT J I 3 B" DN 7•) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD LAB_OVE EXPANDED BEFORE FINAL INSPECTION 8.) SEE CERTIFIED PLOT PLAN FOR ALL _ MASTER W PROPOSED & EXISTING DETAILS II BEDROOM-_--_ NEW MULTI LVL BEAM ABOVE 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF (VAULTED CEILING) -� +---��-- -_ - ALL SIMPSON COMPONENTS © 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS NEW TO BE 3000 PSI --- VELDX II O \� 2'6" DOOI I'Z ___= MUDROOM 11.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE tSKYLIGHT t---- DURING FRAMING CONSTRUCTION LBovE J o 12.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE p 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED 90 N 14•) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA, EXPOSURE "B" ANDERSEN ANDERSEN ANDERSEN & WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF TM4310 TW24310 TW24310 N MASSACHUSETTS WIND SPEED MAPS COVERED 15.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING ENTRY VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS W/ OWNERS PRIOR TO START OF CONSTRUCTION 16.) FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY A EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION A2 INSTALLER/CONTRACTOR. " 2'-10' 4'f" 1 T-0" 3'-0" 13'-8"7 4'-10" 7'-31/2' T-31/2' FIRST FLOOR PLAN LEGEND: EXISTING WALLS L --J CONSTRUCTION TO BE REMOVED MM NEW CONSTRUCTION Q SMOKE DETECTOR 12 Exlsr. © CARBON MONOXIDE DETECTOR El IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) FENESTRATION U -FACTOR SKYLIGHT U -FACTOR CEILING R -VALUE WOOD FRAMED WALL R -VALUE FLOOR BASEMENT WALL R -VALUE R -VALUE BASEMENT SLAB R -VALUE CRAWL SPACE WALL R -VALUE 0.32 0.60 49 20 30 15/19 10 (2 FT. DEEP) 10/13 \ \ 12 NEW RAKE BOARDS / % \ 4 1-0 MATCH EXISTINC NEW WINDOW TRIM TO MATCH EXISTING NEW CORNER BOARDSTO MATCH EXIST. NEW W.C. SHINGLE SIDING TO MATCH NOTES 1. R -VALUES ARE MINIMUMS & U -FACTORS ARE MAXIMUMS. 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3. REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION & ENERGY REQUIREMENTS 12 EXIST. NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING NEW FASCIA & SOFFIT BOARDS TO MATCH EXISTING S Wl LEFT ELEVATION FRONT ELEVATION NEW P.T.7"HIGH ASE CASING & 7" HIGH BASE ER DESIGNER OROMISSHALL OMISSIONS OTIFIEDEFOUN ON SCALE: SCALE : DRAWING NO.: EaF7MCOTUIT BAY DESIGN, LLC NEW ADDITION/REMODiELING FOR• CONSTRCTON. HEE BUILDING CONTRACTOR 1/411 =11 -CII HESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD IN LL BETHESE DRAWINGS FOR HRUCTIOCONTENT S O L O M I N I RESIDENCE IN THESE DRAWINGS IF CONSTRUCTION MASH PEE MA. 02649 COMMENCES WITHOUT NOTIFYING HE DESIG` , �+Q TTHESENER OF ANY DRAWINGSARE OLELYORS OR FORHEUSE USE OF DATE PH. (508) 274-1166 THESE SE OWNERNOTED.REOU ARES THE NY THE WRITTEN FAX (50 8) 539-9402 15 PAULA LANE WEST YARMOUTH, MA CTHITECT ARCHITECTURAL IGHTPROTECTTEN 4/29/2015 Al CONSENT OF THE DESIGNER UNDER THE OF ARCHITECTURAL COPYRIGHT PROTECTION NEW 4 x 6 POST FROM RIDGE DOWN TO NEW 2- 1 3/4" x 9 1/2" LVL 12 HEADER W/4 x 6 POST UNDER EACH END. INSTALL NEW 24" WIDE x 12" 4 DEEP CONCRETE FOOTING UNDER 2 x 6's @ 16" D.C. 2 x 8 RAFTERS @ 16" o.c. OO 'rl 2-2 x8 BEAM W/ AZEK CASING / FRONT 1x6T&G BEAD DINING ENTRY BOARD FINISH � P.T. 2 x 6's @ 16" o.c. NEW 2-2x6 /1 mrZ 1 J EXIST. RIDGE BOARD BASEMENT NEW 2-2x6---- ---.------ NEW 4 x 6 POST NEW MULTI LVL BEAM Z UNDER ENDS OF_ _FOR CEILING JOISTS BEAM NEW2-2x6 ` T(2)SECTION A2 NEW2-2x6 2K,lJ 2J 2K,1J M NEW 4 x 4 POST FROM RIDGE m I DOWN TO NEW 2- 1 3/4"x9 1/2" LVL m HEADER W/ 4 x 6 POST UNDER EACH x END. INSTALL NEW 24" WIDE x 12" DEEP CONCRETE FOOTING UNDER N I NEW P.T. 4 x 4 POSTS W/ AZEK CASING & 2- 2 x 8 BEAM 7" HIGH BASE, ATTACH TO BEAMS W/ SIMPSON LCE4 CORNER CONNECTION 7'-3 15•-2" 13'-10" ROOF FRAMING NOTES 2- P.T. 2 x 8's 10"DIA. CONCRETE SONOTUBES W124 DIA. BIGFOOT FOOTINGS UNDERNEATH TO 4'0" BELOW GRADE. USE SIMPSON ZMAX ABU66 POST BASE — P.T. 2 x 8 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING WI (2) LEDGERLOK BOLTS 16" o.c. W/ JOISTS HANGERS NEW MULTI LVL RIDGEBEAM — EXIST. 2 x 6 RAFTERS 12 TO REMAIN EXIST. . 2 x 4's @ 16" o.c. NEW SPRAY FOAM INSULATION (R49) TOP OF PLATE FIRST FLOOR 112" GYP. BOARD ON 1 x 3 STRAPPING @ 16" o.c. EXPANDED BEDROOM FIr NEW PLYWOOD SUBFLOOR TO MATCH EXISTING NEW P.T. 2 x 8 JOISTS @ 16" o.c. INSTALL (3) 2" LAYERS OF RIGID FOAM INSULATION (R30) & MID -SPAN BLOCKING EXISTING FOUNDATION WALLS TO REMAIN SECTION @ BEDROOM An NEW 12" DEEP CONCRETE NEW ENTRY I I FOOTING UNDER POSTS f--� T FROM ABOVE U O (� � ZU O NJ 0o m x N Qa �N CI: w d Z UP DINING cly in O � d K o 0 0 — — J x N P.T. 2 x 8 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/ (2) LEDGERLOK BOLTS 16" o.c. W/ JOISTS HANGERS 1.) ALL ROOF RAFTERS TO BE 2 x 8's UNLESS OTHERWISE NOTED B 2.) USE SIMPSON H2.5 HURRICANE CLIPS AT ALL RAFTERS ENDS TO TOP PLATE 3.) VERIFY GUTTER TYPE/LAYOUT W/ OWNERS I I — — — — — — NEW P.T. 2 x 8's 16' .c. TYP.ASPHALT ROOF SHINGLES I INSTALL FLASHING UNDER _ _ — — 5/8" CDX PLYWOOD SHEATHING I HOUSEWRAP & DECKING 2 x 8 RAFTERS 15# FELT PAPER J DECKING L — — — — — — P.T. 2 x 6' 16" o.c. � SIMPSON H 2.5 HURRICANE CLIPS I T-2" WINDWABARR ERSH �� 3'0" WIDE ICEIWATER SHIELD ifo FLOOR JOISTS NEW 12" DEEP CONCRETE ;D ALUMINUM DRIP EDGE FOOTING UNDER POSTS IS AZEK OR KOMA FASCIA, FRIEZE,1FROM ABOVE & SOFFIT BOARDS TO MATCH P.T. 2 x 6's @ 16' o.c. 1 EXISTING 10" DIA. CONCRETE SONOTUBES 1 x 3 STRAPPING W/ W/24" DIA. BIGFOOT FOOTINGS 3- P.T. 2 x 8's 112" GYPSUM BOARD INSTALL PEEL & STICK UNDERNEATH TO 4'0" BELOW A RUBBER MEMBRANE GRADE. USE SIMPSON ZMAX A2 TYP. 2 x 6 WALLS BETWEEN LEDGER & ABU66 POST BASE 6-0" 6'-7" SHEATHING P.T. 2 x 8 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/ (2) LEDGERLOK BOLTS ROOF DETAIL FOOTING /FRAMING PLAN 16" o.c. W/ JOISTS HANGERS DECK DETAIL ERRORS THE DESIORO SHALLBERE FOUND O NIF ANY SCALE: DRAWING NO.: COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: CONSTRUCTION. BUILDINGCONTRACTOR If _ 11 HESE DRAWINGS PRIOR TO START OF WILL BE 43 BREWSTER ROAD IN THESE DRAWINGS IF FOR THE CONSTRUCTION 1/4 1/4 — 1-0 INTHESEDRAWINGSE ORTHE CONTENT S O L O M I N I RESIDENCE COMMENCES NWIl GSHOUT ARE NOTIFYING THE MASHPQEE ,MA. 0002649 THESE DDESIGNEAWINGS ERRORS OR OMISSIONS THE PH. (5508 274-1166 A OF THE OWNER NOTED. ANY OHERUSE OF PATE: THESE FAX (50�) 539-9402 15 PAULA LANE WEST YARMOUTH' M/ ACT OF ARCHITECTURAL OPYRREQUIRESHEWRITON 4/29/2016 CONSENT OF THE DESIGNER UNDER HE A2 ARCHITECTURAL COPYRIGHT PROTECTION