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HomeMy WebLinkAbout0081 QUAIL LANE - Health 81 nail Lan Q e Hyannis f � Y A= 287-108 i R k 4 TOWN OF BARNSTABLE17 n/ LOCATION " g SEWAGE # ®ems VILLAGES ASSESSOR'S MAP& LOT 7—J INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 0 LEACHING FACILITY: (type) (size) NO.OF BEDROOMS � f BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by rb of --a w Asa CTo•—--————- 1a-r 4a IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS a LCONY I q B µ �� CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ABOME A4 AeeN"n" TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) A EXIST. EXIST. EXIST. EXIST. FENESTRATION SKYLIGHf CELWD WOOD FRAMED WALL FLODR I BASEMENT WALL BASEMENT SLAB DRAWL SPACE WALL U ACTOR R U-FAGIIM ALAIE fWAWE R-VAWE R-VALL1E "A11JE R-V/�lllE t I I I 4 6b ose oW 38 30 30 103 10(2 FT.DEEP) ISMS - • I -I I I - �eZ;L S -- NOTES: m I I I 1.R-VALUES ARE MINIMUMS 8 UFACTORS ARE MAXIMUMS L L-L-L IJ J S 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL B © ppgT EXIST. 3.REFER TO IECC 2D08 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS oAs FAMILY ROOM xer _ WINDOW SCHEDULE 2s. p >? NEW MUDRObM q TYPENEW MANUFACTURER'S UNIT ROUGH OPENING REMARKS GARAGE ® I . Exlar. A ANDERSEN TW1842 V-10 1/8'x4'4 7/8' DOUBLEHUNG STORMWATCH Wcow—BLAB µ1ORM�WATCH B TW2446 ime 1/8'x4'-0 7/8' DOUBLEHUNG STORMWATCH PITCH z TO O.H.DOOR FVVIM L Wie x8 WWF SMBEDOEo C • TW2442 7-61/8'x4'4 7/8' DOUBLEHUNG STORMWATCH g TEMD TW24310 2'-0 1/8'x 4'-0 7/8' DOUBLEHUNG STORMWATCH �� m EXIST. 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS m q �Eo 4 2.ANDERSEN 400 SERIES STORMWATCH WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR &INTERIOR GRILLES.LOW£HP 4 GLAZING W/TRUSCENE SCREENS&STANDARD HARDWARE 1evxly ILDooRwIEUD;rR1coPENER � O r 4 4 cow- w— AFwON B EXIST. za A >e B B A4 q av-coNr A4 LDDOM 4'r 6$ «x S-to• 6d 641? 2d 16d 1'� 1'-10' 31V z8 (SEESIMP PR VIDE N ETALS) (BEE PROVIDED DEMB$) ANDERBFN >Pa 6a STDRNWA. CIto—. C FIRST FLOOR PLAN —A � � � � j- LEGEND: i (D HALF WALL 0 NEW O EXISTING WALLS _ BATH CONSTRUCTION TO BE REMOVED NEW ® NEW CONSTRUCTION GAMEROOM C (VAULTEDCE[UNW p l VENavre SFMDE TRANSOM o S ABOVE ©SMOKE DETECTOR- ©CARBON MONOXIDE DETECTOR 1sa —� I LIN. (D HEAT DETECTOR I 4 I ACCESS i PANEL t F4i b a D I D I D s-z z-1o• z-1o• ss SECOND FLOOR PLAN =d A ea za B A4 A4 ara 60 ®Q®COTUIT BAY DESIGN, LLC NEW ADDITION FOR: a SCALE: DRAWING NO., 43 BREWSTER ROAD n 1�4'=1-0' MASHPEE,MA. 02649 JANE DRISCOLL �^^ "" DATE: PH.(508 274-1166 FAX(508)539-9402 81 QUAIL LANE HYANNISPORT, MA 2/23/2012 Al °fE>� Town of Barnstable E EIP �snaArace� 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-18-965 Date Recieved: 4/3/2018 Job Location: 81 QUAIL LANE, HYANNIS Permit For: Building-Alteration INTERIOR Work Only-Residential Contractor's Name: ERNEST J JAXTIMER State Lic. No: CS-003251 Address: , HYANNIS, MA 02601 Applicant Phone: (508) 778-4911 (Home)Owner's Name: DRISCOLL,JANE Phone: (508)771-4498 (Home)Owner's Address:. PO BOX 133, HYANNIS PORT, MA 02647 Work Description: Finish stairway to second floor using white oak treads and painted risers. Main Room- Install beadboard 3' high in Main room and stairway. Install 2 1/4"white oak flooring with 3 coats of finish. Bathroom-Add small closet in bath behind shower. Install 3/8" underlayment and tile floor. Total Value.Of Work To Be Performed: $40,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued, it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: EJ Jaxtimer 4/3/2018 (508)778-4911 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $40,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $254.00 4/3/2018 1 $204.00 XXXX-XXXX-XXXX- Credit Card 9417 Total Permit Fee Paid: $254.00 4/3/2018 .00 XXXX-XXXX-XXXX- Credit Card 9417 THIS IS NOT-A PERMIT 28'4r F ,- 19`T 45' 7 IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS LINE OF I I ACCESS HATCH FOR BALCONY I A I B ANOE EN CRAWLSPACE CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ABOVE A4 ! P4 STORMWA7CH TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FWH2968AL EXIST. EXIST. EXIST: EXIST. FENESTRATION I SKYLIGHT I CEILING TWOODFRAMEDWALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL -' U-FACTOR U-FACTOR I R-VALUE R-VALUE R-VALUE I R-VALUE R-VALUE R-VALUE b I I I I I I I U �4 I 0.36 0.60 38 20 30 10113 10(2 FT.DEEP) 10113 § b I I I I I I I m L S NOTES: ! TO S U I I I I I I I 7.R-VALUES ARE MINIMUMS&U-FAC R ARE MAXIMUMS. L L 1 LIJ J 2.10113 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR © EXIST. OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WAIT B i GAS 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS I INSERT FAMILY ''. , ROOM . _'r I 'f I I WINDOW SCHEDULE 4 x NEW NEW RA"fED�ANDERSEN MUDROG?M I TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS GARAGE ® DDOR ANDERSEN EXIST. A ANDERSEN TW1842 V-10 1/8"x 4'-4 7/8" DOUBLEHUNG STORMWATCH I sroRMwArcH n B 11 1. TW2446 2'-6 1/8"x 4'-8 7/8" DOUBLEHUNG STORMWATCH (s CONC.SLAB PITCH 2'TO O.H.DOOR FWH296fl0.L C - " W/6 x 6 WWF EMBEDDED = t TW2442 2'-6 1/8"x4'-4 7/8" DOUBLEHUNG STORMWATCH e W D TW24310 2'-6 1/8"x 4'-0 7/8" DOUBLEHUNG STORMWATCH 6 TEMPERED m EXIST. ' KITCHEN 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS A WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS b $ COVERED k r 1 2.ANDERSEN 400 SERIES STORMWATCH WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR M ENTRY &INTERIOR GRILLES.LOW E HP 4 GLAZING W/TRU-SCENE SCREENS&STANDARD HARDWARE 16'0'x 7'0' .H.DOOR W/ELECTRIC OPENER ■ f L) b CO NC. APRON B - EXIST. 2'-0" - A 2053 B A4 YA4A A4sAx T4)A4 t a-2 (4 x7a) 2-ta' s-0 trr 2'-0' 1'-10" 3'-0" 2'-6" (SEE RN IDES HOTAILS) (SEE PROVIDED DETAILS) ANDERSEN 20'-0' 6'-0' FWG606oL C C C. STORMWATCH [EMPEREDI TEMPERED FIRST FLOOR PLAN TZ. . 5p io © HALF WALL LEGEND: a I (D 0 NEW 0 EXISTING WALLS WETBAR BATH J NEW CONSTRUCTION TO BE REMOVED MM NEW CONSTRUCTION GpAMEROOIVI C AULTED CEILING) C ® 4 2'6^x 68"W/ VENT FAN TRANSOM OUTSIDE II ABOVE / \ ©SMOKE DETECTOR �� �0. Q CARBON MONOXIDE DETECTOR ` 4 r- 1 I LIN. ®HEAT DETECTOR I I I ACCESS ' PANEL I to N v I b � w t ¢ D I FDj I D 2'-10' 7.10' S-2' SECOND FLOOR PLAN r.� A Ilk A4 (SHED D DORMER) A4 20'47' 8'-(P COTUIT BAY DESIGN, LLC NEW ADDITION FOR: THE ONSTROGNCR SHALL BENOTIFIED CONTRACTOR SCALE : DRAWING No_: F ANY ERRORS OR OMISSIONS ARE FOUND QY THESE ORAKiAG6 PRIOR TO START OF 43 BREWSTER ROAD l CONSTRUCTION THE BUI NNO OONRRACTOR rt rr HALLBEEDRAW51BLE FOR 7FIE CONTENT 1'4 1 -0 MASHPEE MA. 02649 JANE DRISCOLL NSIGNEDRAIMNE OONSR OMISSIONS COMMENCES HES E RAW M S ARE MELYINO T HE DESIGNER OFAM'EAROR60R OMISSIONS DATE PH. (508))274-1166 OFTE OWNER NOTE gELY FOR TFE USE FAX (508) 539-9402 81 QUAIL LANE HYAN N I S PORT, .MA ARCHITECTURAL OWNERL COPY IGHT PR T CTI OF Al THESE DRAWINGS REOUIRFANYS THE WRITTEN 2/23/2012 CONSENT OF THE CESIGNFR UPIDER THE ARCHITECTURAL COPYRIGHT PROTECTION I, ACf OF 1BS0 / i I a • f - I t . —EXTEND EXIST BRICK NEW CONT.RIDGE VENT CHIMNEY TO 30' ABOVE RDIGE NEW ASPHALT ROOF TOP OF PLATE SHINGLES TO MATCH EXISTING NEW AZEK1x4 WINDOW &DOOR TRIM W!Z•SILL NEW CRICKET NEW SHUTTERS USE MID-AMERICA HARBORVIEW F OR ATLANTIC PVC. 72 MATCH EXIST.COLOR EXIST. NEW AZEK FASCIA, 12 FRIEZE&SOFFIT ®EXIST BOARDS TO MATCH SECOND FLOOR EXISTING SIZES SUBFLOOR TOP OF PLATE NEW AZEK CORNER BOARDS 70 MATCH i EXISTING SIZF_ -- NEW W C.SHINGLE fTl ITHI 1 = 1 SIDING&STAIN TO m MATCH EXISTING TOP OF FOUND. uHuuu AZEK 1 x D O.H. NEW 16'0'x O'CARRIAGE FRONT E L E VAT I O N DOOR TRIM STYLE O.H.DOOR VERIFY MFR.&ALL DETAILS W! OWNER PRIOR TO ORDER PLACEMENT. b 12 12 TOP OF PLATE NEW CRICKET 12 I,I ® ® ® NEW LA?EKING DECKING ® 2 8 RAILINGS,VERIFY 12 COLORSW/OWNER EXIST. F SECOND FLOOR SUBFLOOR_ TOP OF PLATE FM FM FM ❑ ❑ ® � FM - as TOP OF FOUND. m OUTLINE OF EXIST.HOUSE REAR ELEVATION ,� LEFT ELEVATION R Of SHALL EE NOTIFIED IF ANY COTUIT BAY DESIGN. LLC NEW ADDITION FOR: THERRORSSEDAMNSPRILLSAOSTARDON SCALE : DRAWING NO.: THESE DRAWIN'OS PRIOR TO START OF 1 CONTRACT VALLB E RESPONSIBLE FOR THE CONTENT OR 1/411 1 1-01I 43 BREWSTER ROAD IN THESE ORAVANOSIF WK9TRUCRON — MASHPEE,MA. 02649 JA N E D R I S C O L L THESECOMMENCES WITHOUT NOTIFYING THE PH. (508 274-1166 OF TH•EROFANOTEDASOR OER USEO THESE DRAIMNGSARE 90lELV FOR T/¢USE DATE OF THE RAAI NOTED ANY OTHER USE OF TMESENT OF THE REQUIRES UNDER THESN 2/23/2012 FAX(50 ) 539-9402 81 QUAIL LANE HYANNISPORT, MA RCHIT OF ARCHITECTURAL DESIGNER H UROTETI A2 ARCHITECTURAL COPYRIGHT PROTECTION F I 7.3' 3'•6' 16-0' 3'4r 2'-7" 4 2'-O- 7'-4" d 1W DIA CONCRETE A SONOTUBEST04.0' SS B A4 BELOW GRADE.USE ' A4 4 SIMPSON CS76 STRAPS FROM SIMPSON ZMAXFIRST ABU44 POST BASE NOTE:UNDERPIN I BEAMTO ECO UDSACR STUDS 2-P.T.2x t0'c EXIST.FOUNDATION BEAM TO ECOND FLOOR STUDS WALLS AS REQUIRED B A4 P.T.2x S'S@16.0 c. § VERIFY IN FIELD 4 P.T.2x 8's@16'o.c. A4 7 ----_--- FOUIJD. 3-2x10 3-2x8 _____—_ N1 3K21 HEADER 3 3-1 3/4"x 11 7/B'LVL K HEADER 3 1 F DROP TOP OF FOUND. I I I I I I 1 AT DOOR I I I I I I I 1 1 I I I 1 �_113/41•x 11 18"1 I I I b o 2K,2J — 1 FOUNDATION I I ACCESS HATCH FOR WALLS I Ql CRAWLSPACE i I I b 1 I B x18'CONC. NEW 1 I 2K2J I_—FOOTINGSTO GARAGE I OW F- GRADE I N WN c" i I — (5-CONC.SLAB — - I ICRA SPACE - EXIST - PITCH Z'TO O.H.DOOR b 1= § NEW 11 7/B"I-JOISTS @ 16" I I W/6.6WWVF EMBEDDED I {2"CONC SLAB) CRAWLSPACE (DIRT FLOOR) NOTE:DROP TOP OF NEW FOUNDATION I I S' I TO MATCH NEW SUBFLOOR W/THE EXISTING SUBFLOOR,NERIFY IN FIELD I I AILLS TO RST.CMU FEMAIN OUND. 2K,� IF REQUIRED). I I (VERIFY CONDITION 2K,2J AT FRONT IN THE FIELD) PE INGS I I ANCHOR BOLT 2K•2J Lm 4.EAX..R 8 P.T.2x B's@16"oe 1 ( DROP TOP OF FOUND. ANCHOR BOLT I I n AT O H DOOR I I ---- ------------ § 2- . .2x tOs § K2J -A. 14"x912 LVLb COISI---- ------------ 3-1 3/4'x 14"LVL CONT.HEADER - APRON l[rSO DIA CONCRETE P.T 2 x 10 LEDGER BOARD LAG BOLTED TO SIMPSON LSTA24 STRAPS IMPSON LSTA24 STRAPS SONOTUBES TO 4'0- SOLID BLOCKING W/(2)LEDGERLOK BOLTS PER PORTAL WALL DETAIL ER PORTAL WALL DETAIL B BELOW GRADE.USE iG o.c.W/ZMAX JOISTS HANGERS A A4 SIMPSON ZMAX ABU44 POST BASE A i A4 A4 A4 ,. ........ ..... 2a-0'. ... _ .-_. -. .. __ B•O' .. _ . _ - STRAPPER PORTAL WALL DETAIL - 20'-0' B'-a' SECOND FLOOR FRAMING PLAN- FOUNDATION/FRAMING PLAN APPLY CAULK OR TAPE AT ALL SHEATHING SEAMS AND THE TYVEK VAPOR BARRIER PLYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE BGUIDE 1S INSTALL IMP S N BPS HOR ROARING PLATE MAX W/SIMPSON BPS THIN BEARING PLATES 6, g, PLACE BOLTS WITHINMINIMOF EACH CORNER AND TO A 6'MINIMUM DEPTH APPLY CAULK OR BLDG.DIMENSION BLDG.SIDE REQUIRED% PROPOSED% APPLY CAULK OR ADHESIVE UNDER ❑ ADHESIVE WHERE PLATE W FIRST FLOOR LEFT SIDE 60% (7% m INDICATED W FIRST FLOOR RIGHT SIDE 60% 100% El W SECOND FLOOR LEFT SIDE 26% 86% -- W SECOND FLOOR RIGHT SIDE 26% 100% 45"o.c o z P.T.2 x 6 SILL W/SEALER �. L FIRST FLOOR FRONT 17% 17% NOTE N3 E L FIRST FLOOR REAR 17% 89% m j L SECOND FLOOR FRONT 36% 53% L SECOND FLOOR REAR 36% 49% NOTES: DETAIL AT FIRST FLOOR 2.1.25 ASPECT RATIO &12"FIELD NAILING SPACING ON ALL WALLS ANCHOR BOLT DETAIL NOTE: 3.USE APA WOOD NARROW WALL FRAMING DETAILAT O.H.DOOR WALLS ALSO APPLY ADHESIVE UNDER WALL &PLYWOOD FLOORING AS SHOWN IN THIS DETAIL FOR THE SECOND FLOOR FRAMING TERRO S0 OMI ONSAREFHALL BE IFTEDIFANY OUNDON SCALE : DRAWNG NO.: COTUIT BAY DESIGN, LLC NEW ADDITION FOR CONSTRUCTION THE BR TO LDINGCTDF 43 BREWSTER ROAD WILLE ESPONSBLEFORTMECONiFT7TOR 1/411— 1'-0" MASHPEE MA. 02649 JANE DRISCOLL INTNESEOFANY ERROS IF RS ORRUC70N COL.MrUCES WITHOUT NOTIFYING THE THESE DRAN.NG,S ARE 60LELY FORTE USE PH. (506 274-1166 OF THEIO OWNER AS OTHER USE OF THE OWNER NOTED ANY DINER USE OFTHE DATE FAX(508) 539-9402 COSEDTOFTHEDEWBERUMERLTTEN 212312012 IA3 81 QUAIL LANE HYAN N I S PO RT, MA CONSENT TU THE DESIGNER WDER TL ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1850 1212-1 7-0- A 29-F I1, ♦ v3s NNIA4 (SHED DORMER) \ 2x 6's 16'o.c. i B 6 \ \ A4 2 x 1 'S @ 'o.c. TOP OF PLATE :+10 12 NEW \\\\ 12 BATH MATCH EYJSTING \\ SECOND FLOOR \�!• - EAVE HEIGHT SUBFLOOR \ 3.1 3I4"z912' 11 7/8"1•JOISTS @-16'o.c. TOP OF PLATE LVLBEAM 4x6POST UP 4x6POST UP TO RIDGE FROM TO RIDGE FROM HEADER HEADER Ij AZEK BEAD BOARD 2z 12 RIDGE BOARD ♦ G CEILING N 2-1 3/4"x 16"LVL RIDGES EAM — — 2 x,0 RIDGE BO D to — — — — — PT.2x8's@16'o.c. NEW 1 4 c 3.1 3/4"x 9 12' 2-1 314"x 9 1/Z' / LVL HEADER WI LVL HEADER W/ M U DROOM (3)2 x 6 STUDS (3)2 x 4 STUDS 2 AZEK DECKING ~ UNDER EACH END UNDER EACH EN 2-P T 2 z Ids DOWN TO FOUND DOWN T FOUND FIRST FLOOR BELOW BELOW W/AZEK FASCIA SUBFLOOR TOP OF FOUND- 2x1ds 1Go.. NEW 10"DIA.CONCRETE CRAWLSPACE SONOTUBES TO47Y ih} BELOW GRADE. RA .USE - T CONC.SLAB SIMPSABU44 POST BASE i E? b P.T.2 x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/LEDGERLOK BOLTS 16'oc.W/ZMAX JOISTS HANGERS AT BOTH ENDS B SECTION @ MUDROOM q IA4 B RIDGE VENT A4 Z-cr ,6'(T' 24r NEW ROOF CONST. 12 (SHED DORMER) -2x 12 ROOF RAFTERS @ 16'o.c Q3.5 -518"COX PLYWOOD ROOF SHEATHING 2 x 6's @ 16'D.C. -ASPHALT ROOF SHINGLES .-15LB.FELTPAPER_.. _/. ./ _ ._._. .. -. .\ \_ .. -10"HI-R BATT INSULATION TOP OF PLATE ROOF FRAMING PLAN @ SLOPED CEILINGS(R 8) / //TYP x 3 GYP-BOARD\\ \\ •11"GATT INSULATION / / ON 7 x 3 STRAPPING \ @ FLAT CEILINGS(R=38) / / @ 16'D.C. \\ CONT.SOFFIT -2-1 3/4"x 16"LVL RIDGEBEAM / \ \\ VENTS NOTES: -SI MPSON H 2.5 HURRICANE CUPS AT ALL RAFTER ENDS 1.) ALL ROOF RAFTERS TO BE 2 x 12's ICE/WATER SHIELD AT BOTTOM / / NEW \ \ UNLESS 3'0"OF ROOF GAME ROOM P.T.2x B's @ 16'D.c. OTHERWISE NOTED -PRO F VENT BETWEEN RAFTERS \ \ 2.) USE SIMPSON H2.5 HURRICANE CLIPS WIND WASH BARRIERS 12 / \ \ AT ALL RAFTERS ENDS -ALUMINUM DRIP EDGE 12 \ \ AZEK DECKING& 3.)VERIFY GUTTER TYPEILAYOUT / SUBFLOORLGLUED&NAILED \\ RAILINGS W/OWNERS MATCH EXISTING \ SECOND FLOOR EAVE HEIGHT SUBFLOOR 11 7/8'1-JOISTS @ 16'o.c. TOP OF PLATE 3-1 3/4"x,4" NEW WALL CONST. s TYPICAL ASPHALT MULTI LVL HEADER 11"BATH. INSULATION R=38 5/8' x 3 STRAPPING GYP.BD. ♦ ROOF SHINGLES Tj ( ) ON 1 x 3 STRAPPING @ 16" _ 7 2 x 6 STUDS @ 16"o.c. LL 518" o.c.IN GARAGE 2 i/2"PLYWOOD SHEATHING Lg z 159 CDX PLYWOOD SHEATHING N 3 6"(R=20)BATT INSULATION 2 z 12 RAFTERS 15R FELT PAPER F NEW 4 1!Z'GYPSUM BOARD SIMPSON H 25 HURRICANE CUPS o S.W.C.SHINGLE SIDINGVONDWAS W BARRIER H 3'd'WIDE ICE/WATER SHIELD GARAGE 6 TYPAR EXTERIOR VAPOR BARRIER o +/ ALUMINUM DRIP EDGE 7.6 MIL POLY INTERIOR VAPOR BARRIER S 2 (5"CONC.SLAB FASCIA,SOFFIT,&FRIEZE PITCH 2'TO O.H DOOR Eo, } W/6 x 6 W WF EMBEDDED P.T.2 x 6 SILL W/SEALER 1 x 3 STRAPPING W/ BOARDS TO MATCH EXISTING G' TOP OF FOUND 12"GYPSUM BOARD TOP OF FOUND. I -------'--_ TYP.2x 6 WALLS r CONCRETE FOUNDATION b SECTION @ GARAGE WALLS DETAIL AT ROOF A4 x18'CONC. FOOTINGS TO SCALE:1/2"=V-0" 4.0"BELOW GRADE THE ERROESIORNE R OMISSIONS BEHHOTIFlED IFAM' SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW ADDITION FOR: CONSTRCTIONSSEIBUILIN3 CONON THESE DRAVANGS PRIOR TO START OF VMLLSBE RREESSPONSIBLE CR THE CONTENT NT 1/411 = 1'-011 43 BREWSTER ROAD IF IVIASHPEE ,MA. 02649 JANE DRISCOLL M THESE DRAW ANY ERROR OR STRUCTION COMMENCES WITHOUT NOTIFYWG THE MA HP 274-1166 THESE PAVAWS ERROR90R MRT E THESE ORAVANG NOTED ANY OTHER R THff t E DATE FAX(508) 539-9402 81 QUAIL LANE HYA N N I S P RT, MA AC10F1�OF THE �R JOIED ANHTPROT CTI OF 2/23/2012 THESE CRAVANOS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE A4 ARCHITECTURAL OOPYRGHT PROTECTION I NAILING SCHEDULE NOTES: 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ROOF FRAMING &DIMENSIONS IN THE FIELD BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2.10d EACH END 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, RIM BOARD TO RAFTER(END NAILED) 2.16d 3-15d EACH END WALL FRAMING DETAILS,&FINISHES IN THE FIELD WITH OWNER TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STU3. ROUGH OPENING HEAD HEIGHT OF WINDOWS AT HEADER TO TUD NAILED) i6d 16d 16"o.c. ) HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.e.ALONG EDGES FIRST FLOOR TO BE 6'-B"ABOVE SUBFLOOR FLOOR FRAMING: 4.) ALL CONSTRUCTION TO CONFORM T078D CMR MASSACHUSETTS JOIST TO SILL.TOP PLATE OR GIRDER(TOE NAILED) 4-8a 4-1 Od PERJOIST BLOCKING TO JOISTS(TOE NAILED) aea 2-1 Od EACH END STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK 5. ALL AZEK TRIM TO BE PAINTED WHITE&ALL JOINTS/NAIL HOLES SEALED. LEDGER STRIP TO BEAM DR GIRDER(FACE NAILED) 3-tsa 3-1 sd EACH JOIST ) JOIST ON LEDGER TO BEAM(TOE NAILED) 3.8d .1 Od PER JOIST 6.) 110 MPH EXPOSURE B WIND ZONE,1.25 ASPECT RATIO BA14DJOISTTOJOIST(ENDNAILED) 3-16d 4-16d PERJOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING ROOF SHEATHING. WOOD STRUCTURAL PANELS(PLYWOOD) 8• ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD,VERIFY ALL SHOWN f RAFTERS OR TRUSSES SPACED UP T016'o.c. 8d 10d 6'EDGE/6'FIELD i RAFTERS OR TRUSSES SPACED OVER 16"o.c. Od 10d 4"EDGE/4"FIELD SIZES WITH LUMBER SUPPLIER a GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD 9. SEE CERTIFIED PLOT PLAN DEVELOPED BY CAPESURV FOR ALL GABRUEND CT RALL RAKE OR RAKE TRUSS ea 10a 6"EDGE6 FIELD I W/STRUCTURAL OUiLOOKERS PROPOSED&EXISTING DETAILS - GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD —10.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL `— - --- - - CEILING SHEATHING. SIMPSON COMPONENTS d GYPSUMWALLBOARD 5d COOLERS — 7"EDGE/10"FIELD WALL SHEATHING. 11.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS WOOD STRUCTURAL PANELS(PLYWOOD) — TO BE 3000 PSI STUDS SPACED UP TO 24"o.c. Bd 10d 3"EDGE/12'FIELD 12"&2SrJZ'FIBERBOARD PANELS Bd 3"EDGE/6'FIELD 12.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE ) 12"GYPSUM WALLBOARD Sd COOLERS — 7"EDGE/10"FIELD DURING FRAMING CONSTRUCTION _FLOOR SHEATHING: 13.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" WOOD STRUCTURAL PANELS(PLYWOOD) &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF 1"OR LESS THICKNESS 8d 1od 6"EDGE/l Z'FIELD GREATER THAN 1"THICKNESS iOd IEd 6'EDGE/G'FIELD MASSACHUSETTS WIND SPEED MAPS 14.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION 15.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE LS3 RnamARn 16.)ALL WINDOWS&DOORS TO HAVE SILL PANS&ICEANATER SHIELD FLASHING LSL ROIISWRD SNEAT4IDH6 FILLFR BOUELE TOP PLATE OF ROOM= }}}}}} (7)-1 W4 x IN•LVL WADER }}♦}}} H LSTA24 STRAP ME S:HRAP ONSIDE FACE OF VAW m C To w vNl] HEADER TO 0 2+G FASTEN TOP PLATE TO HEADER VITA W ROVS 6 16d:V4MR NAGS AT Y OL FASTEN SHEATH UG M HEADER VITH 64 CODW OR CALVANOEO DOX NAGS IN 2'MID PATTERN AS 3 SMVN AND D•O.O D1 ALL FRAKM CSTUDS.DIACWHB tt Aem rnLs)T». 2x&FRAW"G TTR A PAWL SPLICE(IFfEE PANEL EDGES SHALL RE SLOG®, AND 0=JR VITHIN EV O'MD- HEIGHT Cr WALL OACIIDE SHALL 96'STRURWAL PANEL SHEATH M BE NAILED VITH Yy I6d SINII RS I MX E'.¢'.)y PLATE VASHFR STIOu Nm.00VN 1 STH"m-Duvw D •'8 • iy WA MCHCR BOLT MIL ENMMNCNn O.H. DOOR DETAIL SIDE ELEVATION NO SCALE COTUIT BAY DESIGN, LLC NEW ADDITION FOR: THEOEDRAWN PRIkLL OENO&TARTOAN SCALE : DRAWING NO.: ERRORS OR ONSSIONS ARE FOLINDQV THESE ORAWiNGS PAIOR TO START OF 43 BREWSTER ROAD "LLBERESPODNSTRUCTION !BLEFHE LDW RTHECTENTCONTRACTOR 1/4" = V-0" WILLBERESPONSIBLEFORTIIECO IN THESE DRAWL NOS IF CONSTRUCTION JANE DRISCOLL OOMn1ENCESVATNOVGNOTIFYING THE �� MASHPEE MA. 02649 OESONEROFANfERROR90RoftISS1ONS DATE OF THEO!�a NOTED AANY OTHER�o PH. (508))274-1166 THESE DRAWNSS REQUIRES THE WRITTEII FAX (50$)539-9402 81 QUAIL LANE HYAN N IS RT, MA AGTOF s�F� PJGH ECTI 2/23/2012 ARCWTECOFTH COPYWG R PROTECTION