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HomeMy WebLinkAbout0022 SETTLERS LANE �a Sew/eY-s ��,� �� i i `"Er�ti Town of Barnstable H"""Rr"B`E' Building Department-200 Main Street rEOMny° Hyannis, MA 02601 r Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-2015-02630-1 CO Issue Date: 4/21/2016 Parcel ID: 273-122-033 Zoning Classification: RC-1 Location: 22 SETTLERS LANE, HYANNIS Proposed Use: 1300 Gen Contractor: MORIN, JACQUES N.` Permit Type: Residential - Comments: • 04/21/2016 Building Official Date: �tME� TOWN OF BARNSTABLE / A; Building 201502630. - i • * BARNSTABLE, * ` Permit Issue Date: 06/11/15 9 MASS �ArFG 3�p�� Applicant: MORIN,JACQUES N. Permit Number. B 20151504 Proposed Use: DEVELOPABLE LAND Expiration Date: 12/09/15 Location 22 SETTLERS LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273122033 Permit Fee$ 714.00 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num. 57770 Est Construction Cost$ d Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A SINGLE FAMILY HOME 3 BEDROOMS 3 1/2 BATH THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 1 CAR GARAGE AFFORDABLE INSPECTION HAS BEEN MADE..WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN,JACQUES N TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH RD.,SUITE 4 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO 06CUPY ANY STREET;ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER' PERMANENTLY:`ENCROACHMENTS ON P1015LIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BYTHE JURISDICTION: STREET;ORALLEY'GRADES AS WELL AS DEPTH AND LOCATION'OFPU IC SEwERS`MAY BE,,.,, OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.:�THE ISSUANCE OF�THIS PEROES NOT RELEASE.THE APPLICANT FROM THE CONDITIONS OF.ANY APPLICABLE SUBDIVISION RESTRICTIONS. ,.... ...F MIT D ;i MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION, 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ek W- mimis BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health rc:- ,oW� � S TL LANE 81.17' Lot 15 W o Area=9,519f Sq. Ft. Or 0.22f 'Acres . 11.6' EXISTING FOUNDATION TOF = 70.1 to . bo Ln 11.5' o M V 81.34' FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING. A BUILDING PERMIT, NOT FOR ANY OTHER. .USE LOCATION #22 SETTLERS LANE HYANNIS, MA DCE #00-018 SCALE : 1" = 20' DATE : AUGUST 18, 2015 REFERENCE : ASSESSORS MAP 273 PARCEL 122-33 PREPARED FOR: LOT 15 PB 610 PG 93 BAYBE" ILDING I HEREBY CERTIFY THAT THE STRUCTURE �ZH OF M4SS SHOWN ON THIS PLAN IS LOCATED ON THE a� GROUND AS SHOWN HEREON. o`' DANIEL off 5W-362-4541 �� A � - ra MS 3e2-9WO Q �.OJALA N do cape engineering, Inc: _ _ ( N o .4�J98 CIVIL ENGINEERS' ` ~, FesS�o Q LAND SURVEYORS DATE REG, SUM RVEYOR 939 Ma/n Street — YARA40UTHPORT, MASS: i 1 T TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �[7 Parcei.- 10 -� � Application # 2o5 2;�J Health Division = w Date Issued Conservation Division Application Fee - Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH Preservation/Hyannis Project Street A dress C Village Owner Address_ Telephone Permit Request 0`U C5� fQ Cox Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new )Q Zoning District r-L-- Flood Plain (Groundwater Overlay 6-P Project Valuation Jg0POD Construction Type Lot Size a D., Grandfathered: ❑Yes ;lo If yes, attach supporting documentation. Dwelling Type: Single Family. Jd Two Family ❑ Multi-Family(# units)_ Age of Existing Structure h Historic House: ❑Yes O-N5 On Old King's Highway: ❑Yes .-4o Basement Type: 0 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing C2new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 'Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes OfJo Fireplaces: Existing New Existing wood/coal stove: ❑Yes .6Wo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing UKew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ppeal # Recorded Commercial ❑Yes ❑Plo If yes, site plan review# —f Current Use 1 rAnn Proposed Use 3 _0 �Y Q APPLICANT INFORMATION (BUILDER OR HOMEOWNER) _ Name Telephone Number Address License# 7 y ® l a I - Home Improvement Contractor# ( /L-.Y16 Worker's Compensation !�FOT7 9GQ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO a,&,% auae� Lb�W SIGNATURE DATE � .� FOR OFFICIAL USE ONLY ' APPLICATION# ._-DATE ISSUED } ,- MAP/PARCEL NO. - { F[ w 4 • I F : ADDRESS VILLAGE OWNER f DATE OF INSPECTION: FOUNDATION FRAME INSULATION 1 FIREPLACE ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL GAS-,-, ---- ROUGH FINAL FINAL BUILDING'.- - - - DATE CLOSED OUT. ASSOCIATION PLAN NO. r• REScheck Software Version 4.6.0 Compliance Certificate Project BAYBERRY BLDRS Energy Code: 2012 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1530 ft2 Glazing Area 15% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: LOT 15 SETTLERS LANDING HYANNIS, MA 52 1.., y Compliance: 0.3%Better Than Code Maximum UA: 349 Your UA: 348 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,530 38.0 0.0 0.030 46 Wall 1: Wood Frame, 16" o.c. 2,620 21.0 0.0 0.057 126 Window 1:Wood Frame:Double Pane 357 0.310 111 Door 1: Solid 21 0.250 5 im Door 2: Glass 36 0.290 10 Floor 1: All-Wood joist/Truss:Over Unconditioned Space 1,530 30.0 0.0 0.033 50 Compliance Statement: The proposed building design describ d g tent with the building plans, specifications,and other calculations submitted with the permit application.The propos d bbeen designed to meet the 2012 IECC requirements in REScheck Version 4.6.0 and to comply with t mandatory req 're in the REScheck Inspection Checklist. � S � S Name a gn Date Project Title: BAYBERRY BLDRS Report date: 05/12/15 Data filename: Untitled.rck Page 1 of 8 1 d! Bostw�, VIR wK�ma=ga%gza 'QuIp amg r�safi€aac��xism ce davit:$a�atlders n actorsf E ecfriciansfnunaber7s Apjgjt I�afnrma#��. Please.FYia� AZ7. sit employer? the apprapriate ba= T- of�e Mt(requU-e3�- 1r a rmplow with � � ❑I ama $1 cnnfractcz and S - �,{,r e,4Aoyees(full an&brpaat-#ime)* bay �su$cur c 3 F-I R ❑ I am a sole proprietor orpartner- listed ore the mumctarftm�sstc t T_ R,emodeliog ship and ha2Fe�employees These�-c�frsctors b.-�=e g- ❑IIemolitioa f o€rye in an CEME and have woF`�e<s' 9- ❑ g additi ca wo>Icang Y st5`' Cam_":"��� [Nourorj,ecs'Com �Ae 10-F cfxical rgyaln.or aci�ims p.�„�I s_❑ We am a coToxauc�=d--I reTalect 3_❑ I am a her doing all officers have emmsed then 11-0 Plumbing Mpairs or rd&Iicns ,ors [No wocda='oamg- right of ememptioa per MGL 12 Roof c- ci� 152,§1(4),and-we iazsluanc a regnizEd]t �Fl 13 [No cecs1-3-0t *Any sapbdme9-tcbedsboxrlmattVisofillomtbmseci=b9vwAWWing&&WCK&eecomenssainup isy'an - I Ha�eaa+�s xh�subuut IIris s�':7davit,Mi, dwy am damg kR VU&mA then luia u si cone srs nms subat saes emit r snr ies lCuntmcrs 6o cbeck this bcx rust sttacbed aa:ddAinnzl sbeet show�g toss nme of� = znd_=Late uhethe;IKnRt terse i�tit as ampIuyee- Ifrbe svlrcaatsQsttshsye mr mum prsvi3e rir t,ask�a cep po3iCs Rmt;er am an emplawr that is workers'con4mmN rtt`an irmira ca for.rry es47lvygs.-- BeXaty is the pv£ic}'rit.d job sdg inromat&IL lnso=ce CompanyName= : ©� Pofiey 9.or Self 09 ! xprtoslate _ Iob Site dt = CityFBtatel totepolicy.tuatfb. _, tiQn da te�. At#acbt a copg of than rke s'compensatitm policy declaratirna page(shin Failure to secuare caverage as n%pnred under 5ectka ZA of MGL c. M can lead t a the ixn sum ofctimmal ftzes o2 a fine up to$1,50kW aadlor one-yearinipd6MMMt$s wd1 as cin1 penalties in%e f0m of a STOP WORK ORDEEL and a Size of up to,$250-00 a day against the violator- Be advised That a copy of this sit maybe faded to the Office of bwesti a ti f ifie DIA R)f ksmlaucd coverage acL - I das har by mzelff tka pains andPGaaWds vfpedur}'fhatf3t�irtforrnc tv�t p:rrx�cle ahrsys is Irus And carract- nature: bates 14> W/I p icc auF}. 7?a acat tRrity in t1lis arerc,flit be c pFetEd'h}'c �r town of ciaL City or Town- p License g lsszriQg Authority(dzcle ane)- L Board of Health `2.B l3EepartIWMt IC 11`oa�Q+rrk 4 Electrical lnspt3efor �,Pluurbing��ectar .6.Other Contact Persaw Pltmne , 6 CERTIFICATE F LIABILITY INSURANCE DATErMMroD�rYYvl T TI ICA E IS ISSUED S A MATTE INFORMA ION ONLY AN CONFERS NOR H UPON THE CERTIFI TE HOLD R. THIS CERTIFICATE DOES N OT AFFIRMATIVE LY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE ACONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the arms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: DOWLING&ONEIL INS PHONE FAX 973 IYANNOUGH ROAD (A/C,No,Ext): (A/C,No}: E-MAIL HYANNIS, MA 02601 ADDRESS: 22LGR INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: AMERICAN ZURICH INSURANCE COMPANY BAYBERRY BUILDING COMPANY,INC INSURER B: INSURER C: i INSURER D: 1436 IYANNOUGH RD,SUITE4 INSURER E: HYANNNIS, MA 02601 ]INSURER F: r COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF IN5 ANCE LISTED ELO AVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE M'AY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE T ERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD SUB POLICY EFF DATE POLICY EYP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER fMtADD\YYYY) IMRTDDIYYYY) LIMTS GENERALLIABILITY ACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMSMADE ®OCCUR. AMREMISESSES(AGE (E RENTED $ Ea occurrence) ED EXP(Any one person) $ ERSONAL$AD V INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: ENERAL AGGREGATE $ POLICY ®PROJECT ®LOC RODUCTS-COMPIOP AGG $ AUTOMOBILE LIABILITY OMBINED SINGLE $ ANYAUTO IMIT(Ea accident) ALL OWNED AUTOS ODILY INJURY $ SCHEDULE AUTOS Per person) HIRED AUTOS ODILY INJURY $ NON-OWNED AUTOS Per accident) ROPERTYDAMAGE $ Per accident) UMBRELLALIAB OCCUR ACH OCCURRENCE $ EXCESSLIAI3 CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKER'S COMPENSATION AND X WC STATUTORY a OTHER EMPLOYER'SLIABILITY YM UB-2EO97860-15 0310612015 03106t2016 UN41TS ANY PROPERITORIPARTNERIEXECUTNE NIA E.L.EACH ACCIDENT $ 500000 OFFICERIMEMBER EXCLUDED? (Mardatoryin NH) E.L.DISEASE-EAEMPLOYEE $ 500,000 DESCRIPTION OF O E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATION SILOCATIONSNEHICLES&ESTRICTIONSISPECIALITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIft'ICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER I CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED q 200 MAIN ST BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED RE 7PRETAHYANNIS,MA 02601 �.�� ACORD Z (2010105) The ACORD name and logo are registered marks of AD m 1988-2010"ACORD CORPO ON.All rights reserved. Affidavit of Substantial Financial Interest I �, c�ufS�0,2/ of , on oath depose and state as follows: U _ 1 1. 1 am an applicant for a building permit for the op 3 to ated at ap 23 , Parcel /aa 6, ,_. The address of the property is (G� 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. I 3. Within In the last twelve months from today's date, which is , the following individuals or entitles have had a 1% or greater legal or equ le interest in the real property which is the subject of the building permit application which is identified in paragraph' 1 above: Name Address 4. Within the last twelve months, from today's date, which is i have had a 1°/a or greater-legal or equitable interest in the following properties idilch have been the subject of a building permit application: Map/Parcel Addre s " tea. 5. Within this calendar year, i have submitted building permit applications.for property in which I have a 1% or greater legal or equitable interest. B. Within the.last ten days, I have submitted building permit applications for property in which-I have a 1% or greater legal or equitable 'Interest: 7. Within this month, I have submitted .fO building permit applications for property in which I have a 1% legal or equitable interest. B. Within.this month, I have received building permits for property in which i have a.1% legal or equitable interest. Signed under the pains and penalties o Jury; this^,day of , 20 2001-0050/affin v Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor I &2 Family ?�License: CSFA4) �57770 �� Urdhd JACQM N MO �1597 FALMO CenterviDe MA 0R6M2 r - �Jr N t Ti {5l IN Expiration. Commissioner 02116f2016 Town of Barnstable : �. Regulatory Services MASS- Thomas F.Geffer,Director :e3D. -°rED w Building Division Tom Perm,Building Commissioner 200 Main Stwt,Hyannis,MA 0260I www.town.b arnstab l e.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property owner Must Complete and Sign This Section If UsLn ABuilder ' ® a , as r of the n1ect ro . j .P PertY herebyauthol"i7P '' ' to act on my behalf, in all waiters relative to work authorized by this building permit application for. (Address of Job) l S' o Owner_ Date Print Name f Sk 21233 Ps107 048605 07-31-24fO6 8 032590 TowN ti., NAM 029., * 2 Town of Barnstable Zoning Board of Appeals M.G.L.,Chapter 40B Comprehensive Permit Decision-and Notice Second Remand of Appeal 2000-85 "Settlers Landing I" . . :. Applies hales N.Morin,Trustee of Settlers Landing Realty'Tmd Property Address: 3,5,7,17,31,49,59,71,75,79.81,a 0 SaWas Landing and-310 Castlewood circle,Hyannis, MA Assess&s Map/Parcel: Map 273,Parcels 122-001 thwugh-011,032,and.032-001. Zoning: Residential C-1 and Gromdwaater Pmtect9on Overlay Districts Permit Granted: Authorized the division of 5.61 acre portion of a'1336 acre lot into a 20 lot suMvision for the development of 20 single-family dwel3ings. Five(5)of the dwellings are to be deducted in perpetuity as affordable units marhAvdto qualified lour and moderate-income househo}ds. QBackground Information: The Applicant: The Applicant is Jacques N.Morin,Trustee of Settlers Landing Realty Trust. The address of the Trust is 155,07 Fal.6uffi Road(Rau*a 28N ail--4,C m-trsriH,e,MC - The.Trtjryt of ,k Trust signed by the applicant and dated August 3,2000. (gyp Relief Requested: On December 05,2005,materials were submitted to the Zoning Board as required by a Stipulation of Remand issued by the Housing Appeals Committee on October 12,2005. In those materials,the Applicant requested the issuance of a comprehensive permit pursuant to M.G.L.Chapter 40B §§20-23 to build 20 three-bedroom single-may dwellings on 5.61 acre portion of the 13.36 acre site located off Castlewood Circle in Hyannis. Five(5)of the dwellings are to be dedicated to affordable units,sold only to qualified households under the Housing Starts Program of Massachusetts housing Finance Agency and/or the New England Fund Program of the Federal Home Loan Bank of Boston. The subdivision of the I4a.d proposes 20 house lots that range from 8,725 sq.ft to 11,607 sq.ft.on the 5.61 acre portion of the 13.36 acre site,and one 7.75 acre lot.The dwellings to be t range from l,248 sq.ft. to 1,980 sq.ft.in living area. The Stipulation of Remand cites that it was issued as per the Agreement of November 18,2004-the Stipulation of Settlement and Stay("the Agreement'). The Agreement is applicable to this Chapter 40B submittal and two recent Private Initiated Affordable Housing Development(P1AHD)special permit LEGEND NOT ALL SYMBOLS ASSESSOR'S 273 PARCEL 122-33 ARE UTILIZED. ZONING SUMMARY Q SEWER MANHOLE ZONING DISTRICT. RC-1 A FIRE HYDRANT V ' .MIN. LOT SIZE 43,560 S.F. �Oo WATER GATE VALVE MIN. LOT FRONTAGE 125' CATCH BASIN MIN. LOT WIDTH O MIN. FRONT SETBACK 30� MIN. SIDE SETBACK 15 [551 — PROPOSED CONTOUR MIN. REAR SETBACK 15' SIGN \ 119 85' ZONING DISTRICT: PI - AHD TH1 TEST HOLE 1 _ _ — 1 MIN. LOT SIZE 10,000 S.F. \ STUB INV. 6� MIN. LOT FRONTAGE 50' (20' CUL DE SAC) O 62.12 _ MIN. LOT WIDTH 65' CLEANOUT I PROPOSED\ MIN. FRONT SETBACK . 15' smi 66 EXISTING CONTOUR \ HOUSE #22 \ MIN. SIDE SETBACK 10 V — MIN. REAR SETBACK 20' S�, S MAP 273 PCL 122-33 J� 38 0 66.5 PROPOSED SPOT GRADE T.O.FfdD• 70.0 00 1 SITE IS LOCATED :WITHIN THE GROUNDWATER I Area=9,51f 6 PROTECTION OVERLAY DISTRICT APPROX. TREE LINE � W r (9� + 50.12 EXIST. SPOT GRADE -_ - W---- W�� DECK O. 2 �cres FLOOD ZONE: X (FEMA FIRM PANEL#25001 CO566J) 7/16/2014 LEACHING PIT BENC MAR 00 G� O 6'X14' EFF. DIA. PITS WATER GATE 4p 8' REFERENCE: LEVY: 68.8 ;° PB 610 PG 93 \NR•. _M co GARAGES 1 S SEWER LINE -3 03L=—�_ �' 6"- RJ1lud 1iAI V ^1 W WATER LINE _69_ G GAS LINE E U.G. ELECTRIC \ . PREPARED FOR: U.G. TEL., ELEC. 4.69' TEC YE / BA]1 ERR B 1U IM V IG CATV ANTIQUEE STYE POST LIGHT / , i ysk+PF' ssgo �3`Zti+of ass ATI O N LOT 15 #22 SETTLERS LANE 0o DApIEL 9GN� go`��fDANIELSA 9 1" = 20' DATE : 5-8-2015 JALA N o 1ALA SHEET 1 OF 2 No.40980 CIVIL. �! No.48502 lRo��S S+pa9FG/S T EA�O off 508-362-4541 �Vp SURVEY FSS��NAL �G�� fax 508 362-9880 down cape engineering, inc. C �{ Cl VIL ENGINEERS Scale: 1"=20' `JI �' �� LAND SURVEYORS DANIEL A. OJALA P.L.S. P.E. DATE 939 Main'Street YARMOUTHPORT, MASS. 0 10 20 30 40 50 FEET JOB # 00-018 _00-018 DEAN '8c SEWER 40A + 40B.DWG .ir In i—MINI ■-.o■-.-■-alo f In In _ . - also--- .:■■.■■.■■.■■.■■.■..■.■■..■■. 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'-'- DINING I TYP.III \ •'fir cCONC.SLAB ® OR E UAL • , O. \ •`�. `L� � I e • � IV"1] 1 .:II IIIIPIII '. "�.. 911�1111111111�1�11111►/II!I� \ I'llll!ll!'Ii�Ilil � "! ..........ill_._._■r-_._........................ _-_■_.anal_/_-_ran--------------- ...... _. _-_also. :alsotun■---■nr.■ou■.Dual■uounr-alu■u.uouu.nou� _ - �._-_■ran....... ■_r_._al-.v.-l.-_■_.so-_._.rrsmomrrso■ ■.■n■.■■urnoutun■uo.■.u.. ■.■■■.■.u■.■-al■.ri al al ■r _-_-_■_ ._■_-_�■_-_.r■...--". 111IIIIIIIIIIIn Intiisoiri■-.iso-_-_al_■ - ■u■ -alsorno.outuu.nou-o■.---oun.noui _ran■_._-_-r-_al_/_/_.rr_---rrr■anOWN �■,�0���■�■ all, ■..u■-o..-Dualo.tuu-Duval-o■■■uuoui r■ �_�r■_■r■_■_■_■_r_■_■r■sor_rr■_r__ tom_____„_also o•o' ]BUILDER JOB ADDRESS DESIGN BAY15ERRY BUILDING CO. LOT & SCHOONER LANE VINEYARD RANCH HYANNIS, MA. ONE CAR - - _ - (!{WWYYYINIYf11f11YYY1WYM11YY1lYMYIfYM.Y1N p. °p' : 8"CONCRETE,WALL �.•° ,o 4 •o A- .A '•DAMP,PROOFING CBA ' -APPROVED. ° ......................................... .•I........................................................ .e•°p. 4"POURED N :- ..f:., :.-I I '�'• 'e CO C SLAB ... .............. - .. ........................1........... ...................... '7X6•KEY, 'A •°p' •Oo °d•e °0�°0•0 °da °0• ANGLE 2X1'6. 'II�i • BASEMENT •10"X22"CONG.•FTG. °0'e d•e HEADER f •e.° p,, '° .•.•. -.•! . : '. U / o•, °, e•• GOMPdCTED GRANULAR•,' {q T7P.4'THK 'J `o U CONC.SLAB T 7 TYP.30"X30"XI2° • ® W/FIBERMESH LI' LATERAL GONG FTG.W/3-1/2"RD. ORE uaL. 4NCHOR BOLT AND 'UPLIFT CONC.FILLED COL. ] I` 3"X3"XI/4-PLATE WASHER D Y ^' ••• I ••• 3-2x10'B -• ! MAIN HOUSE SPACING 2X6 PT PLATE HEA FOOTING FOOTING DETAILS .-...-.. fi�rr// ,I I+tlllllllllll�lltlll�lllllllllll�llp11411t111111114111[111�11111111 '11111111114Ila 1pfltllll 111111101141111 Illlltl SPACING y V ° c Q u GARAGE 6PACI $II CONCRETE WALL 6,_9„ .. ,. 6,-6„ .. 6,_6„ .. 6�,�" ,. .- .. 1{ Il i• i, O.C. � e 'a, O p i. a �°°°°•°S° °de• M :, ., ° °• T"MIN. ° c 'e .°0•e•. d•e 0•e .°0•0 d•e'. C 1 _ •.o da .°da•°Oa'o d•�• I. FOUNDATION WALL ° �p5 , •° w ......... � ,° ° •• da d•e•.°0• d•o•. d•o d•o •o p•e d d•e . C �, B.2 ,•B ,. •° e e n 8-2 •••••:•••• a, , .' • . e.° S"•12"FROM END ,° •' a '.' e o 4 .............a.l............ ............. .. .. ........... ........... °. OF PLATER .. •° °• °• '°• ° •, °.•°d dY ° O O O •e O IIIIIIIIIIIIII1111±Ilpllt111111111�111�IRtlll,It1111111111111111 . •...• ..:•.-.•- •.'.• .l.. .••.•--2 e ....-. .... ....--'^...............{.. .! ...................... _.......- 22.-0„ • „1 2,-0„ NOTE 0°'°• • e•• •� o,• a . ° °O°.6 O e _ °. ,e °de •o •e d•e ° ............................. ... P ,FOUNDATION PLAN TYP. ANCHOR SOLT SPACING „z-2XB'°PT 4 TYP. _ HANGERS ILcmp A2XB PT A X Q TYP.8"DI M,CONC.FILLED '� �I m TUBE 48`BELOW GRADE.. CU5TOM CAP I CUSTOM TOP RAIL --- TYP.RIM TYP.HANGERSTYP.2X&PT SILL •2X8 P —TYP.RIM SIDING v' 7 -------------------------- ------- y I �,-2X2 BALUSTERS ¢ I TYP.HANGERS J 4 MAX.CLEAR - Q SPACE BETWEEN m - SAC +—2XIO'B a I(V O.C.•+ O ICE fry _•WATER BEHIND NAILER �—•2XI0'e a 16"O.C.—+ ALUM W/FLASHING TOP OF NAILER 9NAILING STRIP J IX DECKING r CUSTOM TOP RAIL THROUGH PT BEAM THR U OUGH BOLT TO EACH P05 • 2X8'e B IS'O.C. WITH TWO 3/4"DIAM.BOLTS. GIRDER BELOW TYP.BLOCKING m 16 O.G. IX TRIM BRD. 11 111 111 111 1�111 111 tll III III "I Ill 111 III I11 III III 11 111 111 IIA III 111 111 111 111 111 III 111 III •° TYP.JOIST HANGERS POST ANCHOR ° 2X8 PT NAILER BOLTED �> .o•, W-3/4"LAG BOLTS 24"O.G. n, ••Q•e +--2XIO'5 m 16"O.C.—+ 0 IL +—2XI0'e o 16"O.C. V I'rynll 0 'pNnl -------- 4 � I '<• ° •° •• GIRDER BELOW III III III IC111 III Ili III ill III 111 III 111 RII III 11 °0•e' °W!a TYP.NANGERe TYP.8"DIAM.CONC.FILLED (Q. I I 2X9 PT Q TUBE 48" FLOW GRADE. ° ¢2XIO'6 4F 16"O.G. c 16"O.C. A" 3-2X86 PT FLOOR FRAMING PLAN EXTERIOR DECK DETAILS BUILDER JOB ADDRESS DESIGN /�' f DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING CO. ' LOT 6 SCHOONER LANE VINEYARD RANCH WUIULAMMI OMEDESICRNS, O 0 LL ✓�3 gns 10-24-II N J8 •�OF�L I/4"•I'-0" HYANNIS, MA. ONE CAR GARAGE W III-RCNABE OF DRAWINGS LEdVEB PIIRCNABER FtHBPON6101E FOR GOHPLIANCE WITH ALL III EI:ACT SIZE AND RBNIVRCEHENT OF ALL CONCRETE FOOTNOB f31 ALL vOOTINGO BNALL EXTEND BELOW FROBTLINE'+ER" DEPTH. F LOCAL B•IILDNG CODES AND ORDNANCEO,A DEBIGN9 HAi NOT BE NELO RESPONSIBLE MNSI BE DE7IHNI D B*LCCAL SOd CONDITIONS AND ACCEPTABLE (4I V6RIP 6TR607LRdL ELEH°TNB FOR DBBIGN I SIZE PA.6px 2e9 ZI POR 61E CONDDIOIIQ OR FOR THE EBE OF N86V DRAWNGO DNRNG CONSTREOTION. PRAOIIGEB CF CONSTRVLIION.VERPI'D65I0N WITH LOCAL ENGINEER. . KITH LOCAL ENGINEER AND BWILONG OFFICIALS. ,.wTEL1pµ°fa6V,L.MA.OIRM eS06J 494-95-94 T i RIDGE VENT 2Xi2 RIDGE 2XIO RAFTERS*16"O.G. - 1/2"PLY.SHEATHING ASPHALT ROOFING ASPHALT ROOFING 15•ASPHALT PAPER ' 15•ASPHALT PAPER V nP.IaB BRnnNG ASPHALT SHINGLES 15•ASPHALT PAPER e •IB•oc. ............ 1/2"SHEATHING 1/2"SHEATHING TYP.N2,5A TIES -------.----• TYP.142.5A TIES 2XIOe .J.a 16 O.C. - DRIP EDGE DRIP EDGE R30 INSUL. ® B"GUTTER S"GUTTER IX3 STRAPPING - 5/8"F.C.WALLBOARD IX8 FACIA IXB FACIA GARAGE 5/8"F.C.WALLBOARD T IX SOFFIT IX SOFFIT 2Xbb a 16"O.G. RIDGE VENT 2-1/4"VENT112" 2-I/4"VENT ' SE RA SHEATHING -2XI2 RIDGE 1.3/4"BED MLDG. 1-3/4"BED MLDG. HOUSE WRAP OR EQUAL _ NOTCH FRIEZE NOTCH FRIEZE NG TO RECEIVE SIDING. TO RECEIVE SIDING. 4"CONC.SLAB SIDI _, _ 2XI0 RAFTERS 16"O.C. I/2'PLY.SHEATHING Q 15•ASPHALT PAPER Y — I ASPHALT SHINGLES SIDING 9 TYVEK OR EQUAL e a CROSS SECTION (A) R38 INSUL. 1/2"SHEATHING ® EAv EAVE pEtAILS E NY IX3 STRAPPING "3 EAYE DETAILS 1/2"WALLBOARD - 1/2"WALLBOARD Q BEDROOM-3 2X6'e a I6"O.C. ip R21 INSULATION - BEDROOM•2 I/2' OSB SHEATHING SHINGLE STARTER HOUSE WRAP OR EQUAL LEAD FLASHING COARSE NAIL T/G Y. SIDING IX2 AZEK NAILED GLUED. `CUT a 15° - •II••° 2X6 P.T.SILL _ - - - IX8 BRD. • SILL SEALER —' .!e 19 INSUL. 2XIO'B a fr."O.G, - - '• OPTIONAL 2-•S ROD TOP RING 2"CLEAR 5/8"X12"ANCHOR Q BASEMENT - .°a .° BOLTS. 4"GONG.SLAB i • °0'"• . .•./ • BILLSILL DETAILS LE DETAILS •I WATER TAB RIDGE VENT CROSS SECTION (C) 2X12 RIDGE 2X8 RAFTERS a 16 O.C. . f .e �• 1/2"PLY,SHEATHING 15•ASPHALT PAPER s p'; D OG' ASPHALT SHINGLES 2X10 RAFTERS a 16"O.C. e�lp � �• id m 2XIOe CJ.a 16 O.C. 1/2"PLY.SHEATHING - 77 I5•ASPHALT PAPER ��® 2XI0'e a I6"O.C. R38 INSUL. ASPHALT SHINGLES ry+ \� .F• 3 �--2XIO'e a 16"O.C.—+ - . IX3 STRAPPIN6 fl QQ'I :a 1/2"WALLBOAR 3.2X 12'B Q IIAIf INI ul ® R38 INSUL. ® . ... ... ... .. 2XI2RD I/2 WALLBOARD IX3 STRAPPING 2X6'e o 16"O.G. ® � 2X 12 RIDGE LIVING 1/2"WALLBOARD •duL m — R21 INSULATION ® W .r• , Q 1/2"OSB SHEATHING U 60 DINING HOUSE WRAP OR EQUAL „ 4 - 3/4"T/G PLY. SIDING - C 4• P DORMER TER .. ... . n _v NAILED•GLU - DECK IOR ���° '�' _, .p. ... ... : 0 �_0.ny I1 O�/ p_a� e �— I e e I6 .—► � . /(Q 1.. . I! ry�b F 2XIO'e a 16"O.G. 1S INSUL 3-2XIO'.e GIRD 3-1/2 CONC.FILLED 1 ` \ Q " .: gq ... --, .-- .. ... ... ... ...LOLLY COLUMN. BASEMENT 9 .0 i 'a - �' �• 3 2XI2'B .. 4"CONC.SLAB p - _ YP.BLOC•IN � ®� CROSS FRAMING PLAN SECTION (5) ' TYP.2X6'e BUILDER JOB ADDRESS DESIGN „„n�� �OA Ate` `�� ��o DATE REVISION DRAWN BY PAGE 6GALE • J'� i ! /BAYBERRY BUILDING CO, LOT 6 SCHOONER LANE VINEYARD RANCH � o O � /)/Jc�cL"'//j=/�AIGfJ•�� �® 10-24-II • JB ✓� �•/�s/gns HYANNIS, MA. ONE GAR GARAGE •�OF 1/4.I o Ill NI WRLNA08 OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WTN dLL OJ EXdOT e1S 4ND REINFORCCYIENI OP AI.L CONCRHTE FOOtINOB 0)ALL FOOTINGS SHALL EXTEND BELOW FROBTL 11 IERPY OFPTN. • ^ `LOCAL DWLDING COOEB AND ORDINANCES,b DEeIGNB MAY NOT BE HELD-EBPONSIBLE MUST BE OETERMINED BY LOCAL BOIL CONDITIONS AND ACCEPTAB.E t.)ICA STRUCTURAL ELEMENTS FOR DESIGN.913E PO' (.�1L7Sf•G94-9S34 ZFOR BITE CANDIlIONB OR FOR THE UBE OF THESE ORdWPWB d1RING GONBiRI1CTION. .MACIICEB m CONSTRUCTION.VERIFY Dab*.WNN LOCK ENGINEER. WItH LOCAL ENGINEER dN WM1DING OFfIGIAL9. e r aL-R AEL•./{A,o— 1� r•.i - EXTEND HEADER TO KING STUD LLJJ �'a:,•? ::.. D❑D D I-, 9 '❑ NA IL T P O A PL TE TO HEADER WITH D❑D D D NAIL SCHEDUL E ..:I :• TWO RO WS F O Ibd ` ❑❑ D❑ ad COMMON NAILS AT 3"O.G. ..;•. �.::'.: ;'•..';'., .:':.,•.:,. ,:.,•,i:.�.,•: .`. AT 3"O.C. ri.•`.�. .' ..3'�".. •.6-8",. ,..3'� 2'-IOh 3'-IOy" ••q'.0 6" Ll.� EAR SHEAR SHEAR NEAR SHEAR SNEARSHEAR SHE R LL WALL WALL ALL WALL 24'-0" .34'-0" WALL WALL WAL 2 5/8"ANCHOR BOLTS WITH rWALL LENGTH. 24' 1 rWALL LENGTH- 34' - , - 3"X3"PLATE WASHERS FULL HEIGHT BREATHING. 34 I FULL HEIGHT SHEATHING.JQ'_S ACTU I SHE AR R WAL L LACTUAL S HEAT ING5 � AL BREATHING6 lMln.Ra ulrod R) @_ YM n I q I Re ui red I q I •RATIO.2.00 I I �RATIO . FRONT ELEVATION EDGE NAILING•_jLO.C• EDGE NAILING. D.G. WA LL ` _ - ' l. E LDNAI NA ILING. G ,FI ELD NA I IN G O.G.2_ 00 ° • o•°de • n °d•• A•A• • - rWALL'LENGTH. 3D' GARAGE OPENING DETAILS I FULL HEIGHT SHEATHING-30, I SHEAR R WALL ACTUAL SHEATHING. 100 R r7 _ I ?Min.Required gb 9p1 I RATIO 2.00 LEFT ELEVATION - EDGE•NAILING•_&�_O:C. FIELD NAILING•J2LO.G. L--•—•--------J 4 D ' .;• Frr 100% . H EAR •. 8 EA �.`R LLIJ LL `.'.'.'WA L L 9,�„ WALL-LENGTH• 22• SHEAR WALL n,d" SHEAR WALL SHEAR WALL 3 FULL HEIGHT SHEATHING•J;L-�I 58,-0 SHEAR WALL SHEAR WALL ACTUAL SHEATHING•—fte—o r----•-----•—•.� I u I SHEAR WALL WALL (Min.Re9 LENGTH-Ired�_S6) FULL H SHEAR WALL RATIO.2.0o HEIGHT HINGHING•74_IQ"I IEDGE NAILING•_f-O.G. I RIGHT .ELEVATION I fMin.Required 3A $) i REAR ELEVATION LFIELD NAILING•JZ..G. RATIO.2.00 •—•—•—•---•—•J IEDGE NAILING•-&'—O.C. I FIELD NAILING--It-O.C. L------•—•---•- BUILDER - JOB ADDRESS DESIGN D��TE REVISION DRAWN BY r�PPGE SOALE .lJ BAYBERRY BUILDING CO. LOT I'o SCHOONER LANE VINEYARD RANCH olr7/ 10-24-II • JB •y�OF� I/4"•Ib" "�Z�714, +s/q�s HYANNIS,MA. ONE CAR GARAGE v ID I)PURCMADE OF DI¢AWNpD LEAVES FUItGNADER R6Df'ONdBLE FOR COMPLIANCE WiN ALL D)8%ACT RISE dNp RHINFORCEMENT OP ALL CONGRHTH FOOTINGD 131 ALL FOOTINGS DNALL EYIHND BELOW FRODTLINE VERIFY DEPTH. e' r 1 LOCAL BUILDING CODED AND ORDINANCE.,JD OEDIGND nAY NOT BE HELD REDPOI:SIGLE FND7 ME DETERMINED MY LOCAL EOIL CONGITIONO AND AGGEPTADLE !41 v 1R DigyGILRAL pyEryENIB FOR DEDIGN.DIZE �•�BJ4 PRACTICED OF CONDtRUCTION VERIFY DEDIGN uuaN LOCAL ENGINEER. WITH LOCAL ENGINEM AND WILDING OFFICIALD. WEDr GARMF _. . P AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE MASSACNUSETTB CHECKLIST FOR COMPLIANCE(180 CMR 5301.2:I:I) ® CHECK J/ J/� J ��/yam-�)� EXPOSURE r-�COMPLIANCE // // // //S -J L0-� U11ND O�/(� 1.1 SCOPE WIND SPEED(3-SEC,GU9TJ............................................................................IIO MPH -WIND EXPOSURE CATEGORY................................................................................. 8 1.2 APPLICABILITY NUMBER OF STORIES(A.ROOF WHICH EXCEE08 a IN 17 SLOPE SHALL BE CONSIDERED A STORY) 2 STORIES<2 STORIES_ I/ NunBER OF 9/12 <12,12�)t_. JOINT DESCRIPTION connoN NUMBER OF NAIL SPACING MEANROOF PITCH.........................................!FIG 2J .....................� NAILS BOX NAILS ROOF HEIGHT..................................!FIG 71 ........................................._... �FT<33' .. BUILDING WIDTH.W...................................(FIG 3)......................................AFT<BO' ROOF FRAMING BUILDBUILDINGLENGTH,L................. ............... !FIG 3)......................................�&FT(00' BLOCKING TO RAFTERS ROEH<AILEDI bBd ]•IOtl EACH END NOMINING ASPECT RATIO!LAW)........................ (FIG 4)..................................... 2.00 (3.1 RIM BOARD TO RATERS(END-NAILED) bled 9•I6d EACH END AL HEIGHT OF TALLEST OPENING................(FIG 4)........._._....-_............_......_JO:a'<6'S. ._]L 1.3 FRAMING CONNECTIONS WALL FRAMING GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2).............................................. TOP PLATE AT INTERSECTIONS rFACE•NAILED) 4-IGd S-16tl AT JOINTS STUD TO STUD(PACE-MAILED) ]-Ibd ]•Ibtl 2d'O.G. 2,1 FOUNDATION TYP.FIELD NAIL SPACING HEADER TO HEADER 1FACE•NAILED) Ibd 16d 16 O.C.ALONG EDGES -FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 ad COMMON R 6"O.C. FLOOR FRAMING J CONCRCONCRETE.............................................................................................. JOIST TO SILL.TOP PLATE OR GIRDER ROE•NAILED) •-ed 4•IOtl PER JOIST ETE MASONRY...............'............................................ NIA TYP.l/Ib"WOOD • BLOCKING TO JOIST(TOE-NAILED) b0d 2•IOd EACH END STRUCTURAL PANELS - BLOCKING TO BILL OR TOP PLATE ROE-NAILED) 3.16d 4•IGd EACH BLOCK 2.2 ANCHORAGE TO FOUNDATION - •'a•,•' LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED! }I6d 4-Ibd EACH Jolsr "A •'. 9 B NCHOR T BOLTS IMBEDDED OR 9/8"PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ON JOIST ON LEDGER TO BEAM(/OE•NdILED) 3H)d 3•IOd PER JOIST BOLT SPACING-GENERAL..........................(TABLE 4).............. - �-IN:� BAND JOIST TO JOIST(ENO-NAILED) }I6d 4.16tl PER JOIST "..-" fi'V \ BANP JOIST TO BILL OR TOP PLATE f10E•N4ILED1 1-I6d !-I6d PER JOIST BOLT SPACING FROM ENO/JOINT OF PLATE.........fflG 91................. .....6.I2�N.<b'•11` ,."� •••, ROOF SHEATHING BOLT EMBEDMENT•CONCRETE...................".(FIG 5)....................................��IN.)l"� - - BOLT EMBEDMENT-MASONRY......................(FIG 5).._................._......,.........�IN. 15" TYP.EDGE NAIL 8PACIN WOOD STRUCTURAL PANELS PLATE WASHER...................................(FIG 9) .......)9'X3`xl/4"-)L �• /8d COMMON°b"O.C.) ••,r.•• _.-. -. •• •• •• •• •' •'• RAFTERS OR TRUSSES SPACED UP TO I6"O.C. ad 3,1 FLOORS QFTER5O T IOd 6"EDGE/6'FIELD R Ru90E0 SPACED OVER IG"O.C. 8d IOd 4'EDGE/4"FIELD FLOOR FRAMINGMEMBER SPANK CHECKED.....__.....(PER lB0 CMR 99.001........................... RAFTER CONNECTIONS ,,'• •'•• G EUE ENDW4LL RAKE OR RAKE TRU98 ad IOp 6"EDGE/b'FIELD •• •• WITH NO GABLE OVERHANG ' MAXIMUM FLOOR OPENING DIMENSION................. -- NON. `•,TYP. R TIES - .--.._..!PIG b) )..................._FT<17•_ '• P.HORIZONTAL DOUBLE SABLE ENOWALL RAKE OR RAKE TRUSS ad IOd 6 EDGE f 6'FIELD RILL HEIGHT WALL STUDS AT FLOOR OPENINGS LEB9 7'FROM EXTERIOR WALL(FIG 6)............... .... _�L LOADBEARING •;.� STUD WEIGHT NAIL EDGE!STAGGERED NAIL MAXIMUM FLOOR JOIST SETBACKS W/STRUCTURAL OUTLOOKER8 SUPPORTING LOADBEARING WALLS OR OHEARWALL.(FIG 1).......... N/A UPLIFT ,• •- PATTERN Ed COMMON° "O.G. GABLE ENOWALL RAKE OR RAKE TRUSS ad IOd 4'EDGE f 4'RELD .- _._FT(d MAX.WALL .'.•i. YIII -� W&OOKOUT BLOCKS MAXIMUM CANTILEVERED FLOOR J018T 'ti,. � OADBEARING ,SUPPORTING LOADBEARING WALL$OR SNEARWALL.(FIG 8)......................................-FT<d N/A HEGHT 20' P.l/16`WOOD STRUCTURAL STUD HEIGHT CEILING SHEATHING FLOOR BRACING AT ENOWALLS.....:................!FIG 91 ... VERTICAL PANEL SHEATHING GYPSUM WALLBOARD 6tl COOLERS l'EDGE/10'FIELD FLOOR SHEATHING TYPE NES .........................(PER 180 CMR 55.00)......................... 31,6 �I MAX.WALL WALL SHEATHING FLOOR SHEATHING THICKNESS ..................!PER 1B0 CMR 99.001......... 3/4 IN - , . . • i ._ ..IN EDGE/ E/ I�Z•I�" . HEIGHT 10' FLOOR SHEATHING FASTENING........................(TABLE 7) •' •'•i '. Yp,VERTICAL EDGE NAIL' WOOD STRUCTURAL PANELS ' �d NAILS AT CO EDGE/�_IN FIELD SPACING fad COMMON - 0TU05 SPACED UP TO 24"O,C. ad lod 6'EDGE/'12'FIELD 4,I WALLS �-O.C.) 1 t AND 25/32"FIBERBOARD PANELS • 0tl ': 9"EDGE/b"FIELD WALL HEIGHT •,i . • �I In GYPSUM WALLBOARD 9d COOLERS 1"EDOE/b'FIELD NON-LO APING WALLS...............................(FIG 10 AND TABLE 9)........................._!G�FT<10' - FLOOR SHEATHING NON-LOADBEARING WALLS.......................,(FIG 10 AND TABLE 0).........................A--FT<20;?- ' •'• ••' •'• •' Y COMMON AIL SPACING � ' • • • • Bd s W000 STRUCTURAL PANELS WALL bTUD SPACING.................................(FIG 10 AND TABLE 9)...................JOIN<74"O.C.-.aL_ •• •• •• .• •, i'OR LESS WALL STORY OFFSETS............................. (FIG l 1 B).............................. FT<d _ •,,• .GREATER THAN I' Od IOd b'EDOE f It FIELD 4,2 EXTERIOR WALLS' .-.-' - Od od b`EDGE/6"FIELD WALL STUDS - - LDADBEARING WALLS.............................(TABLE 9)........................... 2x A•_J-FT.,lZIN ' '• GENERAL NAILING SCHEDULE NON-LOADBEARING WALLS.........................(TABLE 5)............................ LATERAL .•i GABLE END WALL BRACINGI• FULL HEIGHT ENDWALL BTUDB......................!FIG IOI.................................. �� • •• •.< . • •'• WSP ATTIC FLOOR LENGTH................:........(FIG it)............................... _FT>W/3 N/A d•e q'e r. d•e d•o•. GYPSUM CEILING LENGTH(IF WSP NOT U$ED).........(FIG IU................................... FT)O.SW.N/A : ': u • .•'• '. a '. AND 1X4 CONTINUOUS LATERAL BRACE•G Ft,O.C,!FIG III.............................................. •°•°d•e•. O•e SHEAR �,°d•e•.°d!s•e OR IX3 CEILING PURRING STRIPS P 16"SPACING MIN.WITH 2X4 BLOCKING•4 FT.SPACING IN END............ - ° '•• a '•, o •�. • • o JOIST OR TRUSS SAYS.................................................................................. -� _• •� V r,( • � DOUBLE TOP PLATE ' DOUBLE TOP PLATE a •• 74'O.C.MAX. 24'O.C.MAX. '' ' - 8ro ,. °d'e a .°d•e SPLICE LENGTH TIO_fNO- ._1&d C.•..,.,,NAILS) (FIG 13 AND TABLE b)...........................��FT_)� BTl1D SPACING. ., TI , STUD SPACING ° - SPLICE CONNECTION EC OF 16d'COMMON NAILS) (TABLE eJ................. �� �� ° ,' ,' �• �• • j to T:. a LOADBEERAL WALL CONNECTIONS '•e ,°d•e .°d•e.°d•o bd•e 'e lIC° °dro.°d•e ,°d' LATERAL OF COMMON NAILS).......,....!TABLE ll,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�- _)L ' ': • ••• •• •`'•'NON-LOADBEARINRING WALL CONNECTIONS .. °• °. •� •,. •• •,. LATERAL(NO.OF I6d COMMON N41L8)............(TABLE B)....................:................. �_ ° -• °d•e .°d'e '° .°d•e .°d• - .DOUBLE HEADER LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENING$FOR COMPLIANCE TO TABLE 91 HEADER SPANS.................................(TABLE 9)............................•.a FT QIN.<11'�! •. •( :. BILL PLATE SPANS...............................(TABLE 9).........................-..._B_FT-0-IN.<II' I(- FULL HEIGHT STUDS lNO.OF STUDS)...............(TABLE 9)......................................._3 _V, MAXIMUM WALL STUD WEIGHT , STUD SPACING , FULL NON•LEAD BEARING WALL OPENINGS ECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TA LE ) RAFTER CONNECTION AND WALL SHEATHING "EIGHT HEADER SPANS.................................!TABLE 91.............................- AFT_SIN.f 11'� /.._ STUD 81LL.PLATE SPANS..............................!TABLE 91................ ..............5.-FT 4•IN.<11'-v . FULL HEIGHT STUDS INC.OF STUDS)...............(TABLE 9)........................................ 3 _%l • - REQUIREMENTS AT EACH END OF HEADER EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUBLT4 BILE JACK STUD-­" MINIMIUM MINIMUM BUILDING DIMENSION,(W I HEADER.PAN HEADERNUMBER OF F ULLH4EI GHT UPLIFT LATERAL WINDOW SILL PLATE NOMINAL HEIGHT OF TALLEST OPENU.G].........................................................6-B<6'B"�_ - (Ft, (LB.) (LE.J SHEATHING TYPE................................(NOTE 4)...-..........-..........................JLZ ✓ STUDS EDGE NAIL SPACING................... (TABLE 10 OR NOTE 4 IF LESS)................... IN. 7' 24X4 I 211 132 ,• ,-• -••- -•--• ---_ 1 FIELD NAIL SPACING....... .. (TABLE IOU .................................... IN. \ SHEAR CONNECTION T O.SW A lW COMMON NAILS) (TABLE O)......................................= �� /SEE PAGE 4 OF 5 ( 3' 2-7X4 2 416 198 26 PERCENT ADDITIONAL SH BHEATNING....__. :ITH OPENING a" ...-.._...ONCE TS............:...�s � � � 4' 2-7X4'. 7 554 764 •%•••5%ADDITIONAL SHEATHING FOR WALL WITH OPENING)b'B"f DESIGN CONCEPTS)............:...... ... -1! 5 2-2X4 3 693 330 MAXIMUM BULGING F TALLESTENSION.(L) 6' 2-2X6 3 831 3% _ NOMINAL HEIGHT OF TALLEST OPENING].......................................................6•B"<6'0'--��- �•.•".................;.................:.....•.....•.sr...•.... SHEATHINGTYPE............................... !NOTE 4)......................................... 6 7-2X8 3 9l0 356 462 EDGE NAIL SPACING.............................(TABLE II OR NOTE 4 IF LE09)....................-IN. B' 2-2X8 3 1,10B 52B •°d•e •°d•e •:d'e ,°d'o .°0•; .°d•e .°db .•;d•e.°d'e 4. SWEAR.FIELD NAIL SPACING.............................(TABLE U)......................................._IN.= \SEE PAGE 4 OF S , • ' �4"• o ' • '••{•, •..�` 'SHEAR CONNECTION(NO.OF I6d COMMON NAILS) (TABLE 11)..............:................. / 9• 3-2X10 3 1,241 594 a •E,•° 1 'PERCENT ITIONALSWATMINGI FOR (TABLE IU (DESI....ONCE......................._z IDS - 3-ZX12 4 1,9B5 660 'e•.°O•e .°d•o•,°d�n-rC•i•adn.�•°°+.� °.•� •°d•n•''da• 51L ADDITIONAL BNE.ATHING FOR WALL WITH OPENING>S'B"!DESIGN CONCEPTS).......................... NFL III 4-7XI0 4 •' ': • '•' • '' • TYP.ANCHOR BOLTS AND•• WALL CLADDING - - 1,524 l26 •,! •• RATED FOR WIND BPEEDI............:..._..................................-............................ • •°do•°da!�dw!,°da"x30s/4"PLATE AWASWERt°d,••• 5.1 ROOFS TABLE 9, WALL OPENINGS - HEADERS • ' • '• ROOF FRAMING MEMBER SPANS CHECKEDI(FOR RAFTERS USE AWC SPAN TOOL,SEE SERE,WEESITE) -e•.°d•e•.°dro•°dro•°da°•°dro••p d�o•°d'e•.°dro .°dro•• ROOF OVERHANG•..................................(FIGURE 191.............:]_I/�FT(SMALLER OF 2'OR L/3 IN LOADBEARING WALLS TRU99 OR RAFTER CONNECTIONS AT LOADBEARING WALLS NOTES,* PROPRIETARY CONNECTORS - • .°.d'• ,°d•e.40•e .°dro .°d•e .°d•e ,°d•e .°d•e .°d•e .°d I. THIS CHEKLIST SHALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED TN 2,TO COMPLY WITH THE •: • •• • ,• • '• • '. • '• UPLIFT........................................(TABLE 11).....................................U._PLF N/A REQUIREMENTS OF 160 CMR 9301.2,1.1 ITEM I.IF THE CHECKLIST IS MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS •� • ••' • '•' SHEARLATERAL..................................... ._......................_............L•�LF N/A AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE, .......................................(TABLE I2J................................... S•_J°LF N/A A.STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER!TABLE 131................................T•_PLF N/A B�70 GAGE STRAPS PER FIGURE II -- GABLE RAKE O UTLOOKER............................(FIGURE 20)...............1•U/1,FT<SMALLER OF 2'OR Ln.�[- M UPLIFT STRAPS PER FIGURE 14 ./ TRUSS OR RAFTER CONNECTIONS AT NON•LOADSEARING WALLS PROPRIETARY CONNECTORS D,ALL STRAPS PER FIGURE Il j UPLIFT........................................(TABLE 14).....................................U.�LB. /A E•CORNER STUD HOLD DOWNS PER FIGURE 194 AND FIGURE I8b I.. 2. EXCEPTION.OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED WHEN 5x IS ADDED TO THE PERCENT FULL44E1GHT SHEATHING LATERAL(NO.OF I..d COMMON NAILS).........(TABLE HJ.....................................MR505L•_U- REQUIREMENTS SHOWN IN TABLES 10 AND IL STUDS AND HEADERS ROOFSHEATHING TYPE..............................ESS............................................................... .PER... CMR...00 AND 69.00)......................1 3. THE BOTTOM BILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2"IN.NOMINAL THICKNESS PRESSURE TREATED'2-GRADE. ROOF SHEATHING THICKNESS..........................rrABLE 2)...........................JLZ.-IN.)1/I6•WSP 4 A.FROM TABLE 10 AND 11 AND LOCATION OF WALL BHEATNING AND BUILDING ASPECT RATIO,DETERMINE PERCENT RJLL44EIGHT ,. ROOF SHEATHING FASTENING,.........................SABLE 7).....,-•,,,,.,•,,,,,,,,...................,,, SHEATHING AND NAIL SPACING REQUIREMENTS. r AROUND WALL OPENINGS AU. BUILDER JOB ADDRESS DESIGN QQQQ�� /L� f� DATE REVISION DRAWN BY PAGE SCALE B Q �yQ BAYBERRY BUILDING GO. LOT 6 SCHOONER LANE VINEYARD RANCH Wwwo GA®R O DATE�� 10-24-11 M JB •_OF� I/4".1'O^ ✓Igl/�7 HYANNIB, MA, ONE GAR GARAGE .0 PYRCHA6.OP DRAWNGe LEAVED W CHA5M R6PONSI%E PCR COMPLI4NC.PATH ALL f2).XACT BIZ.AND RMN•ORCEMENT OP ALL CONCRETE POOYI (el ALL FOOTING6 BHLLL SXISND BEE. RR06TLIN.Y.RI•i DEPTH. ' LOCAL BUILDING COD96 AND ORDINANCE6,M OEEIGN6 MAY NOT BE HELD R.6POI o,,, MU l BE D.'ERMINED a):LOCAL 601L CONDITIONS AND ACCEPTABLE. (41 vERIRr 01R.CNRAL EL.MENi6 POR pEEIGN•SZE P.O.BOX]°.6���� zl PLR 61TE CONDIilON6 OR FOR THE UBE CP TNE6E DIPAWIN66 DURING:-0N61RUCTION. PRACTICEb OP GONOTIro 11..vERIll...IGN'JNTH LOCAL pIGINEEit. WITH LOCAL CMOINEER AND EYILDPIG DR..<LB. E6•T BARN'Zd�(g Mq,O."• •(r 0)494-95-94 T 1