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HomeMy WebLinkAbout0051 SETTLERS LANE 1 ,� �- - - __ _ Lot 82.77' Area=9,744f Sq. Ft. N Or 0.22f Acres 13.7' CA EXISTING FOUNDATION TOP FOUND. ELEV. = 70.51' 14.3' w 82.70' TLER S L A UNRE DCE #00-018 FOUNDATION NDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #51 SETTLERS LANE HYANNIS, MA SCALE : 1" = 20' DATE : AUGUST 1, 2014 REFERENCE ASSESSOR'S MAP 273 PARCEL 122-10 PREPARED FOR: r IDING LOT 3 PB 610 PG 94 '` HEREBY CERTIFY THAT THE STRUCTURE .�;�r�?` DAi%:*--L r SHOWN ON THIS PLAN IS LOCATED ON THE ', A.; 01 GROUND AS SHOWN HEREON. E CIJIA t� 8 ri off 508-362-641 `;° .n Phil ={►PS0 ru see 362-9880 r �� ..� l,•~ .� r; down cope engineering, inc. C/VJL ENGINEERS `'w w 7-0 LAND SURVEYORS 939 Main Street - YARMOUTHPORT. MASS. DATE REG. LAND SURVEYOR Town of Barnstable Building Department - 200 Main Street EARNSTABLE. * Hyannis, MA 02601 69. A.�' (508) 862-4038 D MA'S ifiOccupancyCert cats f o Application Number: 201402619 CO Number: 20150204 Parcel ID: 273122010 CO Issue Date: 10107115 Location: 51 SETTLERS LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: ' DEVELOPABLE LAND Village: HYANNIS Gen Contractor: MORIN, JACQUES N. - Permit Type: RC00 - CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLE - ■ mot . Bu 1.0 i,ng201402619BARNSTABLE, * Issue Date: OS/27/14 Pe' 'rmit MASS. 9� i639• licant:. MORIN,JACQUES N. Permit Number: B 20141264 3 Proposed Use: DEVELOPABLE LAND Expiration Date: 11/24/14 (Location 51 SETTLERS LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME Ma rce Permit Fee$ 943.50 Contractor MORIN,JACQUES N. Village �l`2YPd�S App Fee$ 100.00 License Num 05770 Est Construction Cost$ 185,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A SINGLE FAMILY HOME WITH ATTACHED GARA GE THIS CARD MUST BE KEPT POSTED UNTIL FINAL 3 BEDS AND 3 BATH 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 ROAD,SUITE 4 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY;ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.:ENCROACHME S ONPUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE J AUSDICTION. STREET OR ALLEY 6RADES AS WELL AS DEPTH'AND LOCATION OF PUBLIC SEWERS.MAY BE OBTAINED FROM THE DEPARTMENT.OF PUBLIC WORKS.,�tHE ISSUANCE OF, THIS PERMIT DOES NOT`RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION: } RESTRICTIONS. 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 OCt UP.ANCY. 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.;,A�OID 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). Him BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept /�-oK-- a//9//s-�1 Fire Dept 2 Board of Health ��� 71 -c�°09 e, CERTIFICATE OF COMPLIANCE M.G.L.' CHAPTER 148, SECTIONS 26F,26F1h City or.ToWn HY MIS FM -DISTRICT Date: This Certifies that the property located at S42-4+ L�r- LA t J Q_ 14 AW 01 w► ►'� has been equipped with approved smoke detectors, and carbon'rnonoxide alarms*and was found to be in compliance with Massachusetts General Law, Chapter 148 Sections 26F, 26Fi/2 and d 627 CMR �. 31, et seq. lns ection/Testin co m lete o . b _ P ` lI y inspector Fee Paid: Head of Fire Department: CHIEF HAROLD S. ' BR-UNELLE Note:This certificate expires sixty (60) days after date of issue. ' SELLER'S GOPY PERMIT �� d TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map _ Parcel /0 o� ` Applicati Health Division Date Issueds n �K r Conservation Division Application Fee " Planning Dept. Permit Fee �0� Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address Village Ovwvi.i� Owner Address Telephone <��� ' ��S - a.)- Permit Request o Square feet: 1 st floor: existing proposed 2nd floor: existing proposed'a Totar new" Zoning District L,:�-i.. Flood Plain + Groundwater Overlay "n Project Valuation b60 Construction Type 10 00&PVb5LA0-Q,. Lot Size 3 Grandfathered: ❑Yes JNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Y) Historic House: ❑Yes 3-No On Old King's Highway: ❑Yes ❑Rt� Basement Type: ❑,ru-1I ❑ 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 —new Total Room Count (not including baths)): existing new First Floor Room Count Heat Type and Fuel: 4Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 9-t�o Detached garage: ❑existing ❑ n size_Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing Uenew size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # 00 CC* 'g5 Recorded Wl" 3 3 Commercial ❑Yes ❑ If yes, site plan review# P�40 Current Use U GLC aA-.A' lD-n►- n � Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 0Telephone Number �� Address License# © y �1 Home Improvement Contractor1 Q^CAk � d a CPO Worker's Compensation #6 ZZ U6 7�Cbd ALL CONST CTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY -APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER . t r r,. DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE 4 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department oflndustrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers"Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Aipplicant Information Please Print Le gib Name(BusmesslOrganization!Individual): l Address: / 3C9 Tc , City/State/Zip: Y4 ,0 Phone.#: �d - ��'�g a ,- Are you an employer?Check the appropriate bog: I.J I am a employer with_� 4. ❑ I am a general contractor and I -Type of project(required):. - employees(full and/orpart,time). * have hired the sub-contractors 6• ,, New construction . 2.❑ I am a We proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees•_ 'These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp:insurance comp.insurance.#' ❑ required.] 5. ❑ We are a corporation and its - 10.0 Electrical repairs or additions officers,have exercised their 3.❑ I am a homeowner doing all work '' 11. Plumbing repairs or additions myself [No workers.'comp. right of exemption per MGL 12.(]Roof repairs insurance required.]t c. 152,,§I(4),and we have no , employees, [No workers.' . 13.0 Other comp,insurance required.] • ' *Any applicant diat checks box#1 must also lM out the secdon below d owingthcir work=,c=Veosation policy information. t homeowners who submit this affidavit indicating 9bvy_sm'doing all work and than hue outside contractms,must subaut a new affidavit indicating such. ZContcacton fi ad check this box must attached an:additional sheet s}iowiag the name of the sub contractors and.statz whether or not those entities have employees. ff Su sub-contactors have employees,th must'provide tick workers'comp.policy number. I am an employer that is providing worTrers compensation insurance for my employees Below isthe policy'and fob site information. ——^ Insurance Company Name:. Policy#or Self ins.Lic.;#: �� Expiration Date:_ Job Site Address: 5 tao 4*o_,0,)60-City/State/Zip: • . . 'Attach a copy of the workers'compensation.pogey-declarafio age(showing the policy number and expiration date). Failure.to secure coverage as required under Section.25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year unpmarrment `as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.fN day against$ie violator. -Be advised that a copy of this statement may be forwarded to the Office of Iuvesti ations Vle DIA for insurance coveTage verification. I do hereby cerk :rn the pains•and penalties of perjury that the information provided abov and correct: Si tore: Date: Phone - 7� - _ Official•use only. Do not write in this area,fo be completed by city or.town official City or Town: Permit/License# r Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityfrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i ACC CERTIFICATE OF LIABILITY INSURANCE '0'42942014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: N the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomemerlt(s). PRODUCER CONTACT,. NAME: DOWLING&ONEIL INS PHONE JFAx 973 IYANNOUGH ROAD (AIC.N HYANNIS,MA 02601 INSURERS)AFFORDING COVERAGE NAIC 0 INSURER A:AMERICAN ZURICH INSURANCE COMPANY INSURED INSURER B: BAYBERRY BUILDING COMPANY INC INSURER C: 1597 FALMOUTH ROAD CENTERVILLE,MA 02632 INSURERD: INSURER E: p INSURER F: - CERTIFICATE ME , , THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE 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 MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPEINSR OF INSURANCE INSR t ND POLICY NUMBER POLICY EFF POLICY ow UllfliS GENERAL LIAERM EACH OCCURRENCE $ COMMERCIAL GENERAL.LIABILITY DAMAGE TO RENTED $ PREMISES Me MMMR99)CLAIMS-MADE❑ OCCUR' MED EXP(An are persen - PERSONAL$ADV INJURY $ _ GENERAL AGGREGATE $ GEHL AGGREGATE LIMIT APPLIES PER: ' - - . PRODUCTS-CAMP/OP AGO $ POLICY JJEECT - LOC $ LIABILITY BI EO NGLE LIMIT S rd SI _ ALL OWNED SCHEDULED BOD ILY INJURY(Per person) $ SO AUTOS BODILY INJURY(Per acddent) $ HIRED AUTOS NON-OWNED AMAGE $ - ,'OS UNDRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE t AGGREGATE $ D® RETENTION S S WORI(ERS COdlmsxnoN WC STATU- OTH. AND OMWYERS!LIABILITY YIN X TORY LIMITS ER _ ANY PROPRIETORIPARTNEREXE "I A E.L EACH ACCIDENT $500,000 OFFICERAI MBER EXCLUDED? N 6Z2UB . M-06-2014 ()M6-2015 (MandaturY In NK? 2EO97860 E.L DISEASE-EA EMPLOYEE $500,000 If Yes,desm&e under I DESCRIPTION OF OPERATIONS halaw E.L DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS f LOCATIONS f VEHICLES(Attadt ACORD 101,Add)t)onai Re+narice Schedule if more spas Is rw1uIred) TOWN OF BARNSTABLE n SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,MA 02601 NOTICE WILL BE DELIVERED IN ACCORDANCE .WITH THE POLICY PROVISIONS. AUTHORIZED 10 PMENTATM 'JOHN J.LUPICA,President 9 ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD REScheck Software Version 4.4.3 Compliance Certificate Project Title: BAYBERRY BLDRS Energy Code: 2009 IECC Location: Hyannis,Massachusetts Construction Type: Single Family Glazing Area Percentage: 150 Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: LOT 3 SETTLERS LANDING HYANNIS,MA Compliance:5.1%Better Than Code Maximum UA:313 Your UA:297 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. • • Ceiling 1:Flat Ceiling or Scissor Truss 1010 38.0 0.0 30 Ceiling 2:Cathedral Ceiling 1090 38.0 0.0 29 Wall 1:Wood Frame,16"o.c. , .1820 21.0 0.0 87 Window 1:Wood Frame:Double Pane 237 0.320 76 Door 1:Solid 21 0.250 5 Door 2:Glass 36 0.290 10 Floor 1:All-Wood Joist(Truss:Over Unconditioned Space 1810 , 30.0 0.0 60 Compliance Statement: The proposed building design described er 's consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed uildin has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requi ent listed in the REScheck Inspection Checklist. Name-Title t g tune ate Project Title: BAYBERRY BLDRS Report date:05/08/14 ' Data filename: Untitled.rck Page 1 of 4 t 1z2009 BECC Energy Efficiency Certificate ; Ceiling/Roof 38.00 Wail 21.00 _ Floor I Foundation 30.00 Ductwork(unconditioned spaces): x Window 0.32 0.30 Door 0.29 0.27 Heating System: Cooling System: " Water Heater: ' Name: Date: Comments: ASSESSOR'S MAP 273 PARCEL 122-10 LEGEND -ARE UTILIZED.NOT ALL SYMBOLS ZONING SUMMARY Q SEWER MANHOLE ZONING DISTRICT: RC-1 nRE HYDRANT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' WATER GATE VALVE MIN. LOT WIDTH — O CATCH BASIN MIN. FRONT SETBACK 30. MIN. SIDE SETBACK 15' [551 — PROPOSED CONTOUR MIN. REAR SETBACK 15' -� SIGN ZONING DISTRICT: PI — AHD THI MIN. LOT SIZE 10.000 S.F. TEST HOLE, MIN. LOT FRONTAGE . 50' (20 CUL DE SAC) MIN. LOT WIDTH 65' O \ oUT __ _, MIN. FRONT SETBACK 15' r MIN. SIDE SETBACK 10' 66 ExISTING CONTOUR MIN. REAR SETBACK 20' PROPOSED.SPOT GRADE _ _'—/•~ SITE IS LOCATED WITHIN THE GROUNDWATER W PROTECTION OVERLAY DISTRICT ' J PROPOSED J �.., APPROX. TREE LINE ' _ / HOUSE #51 o ASBUILT w +50.12 EXIST. SPOT GRADE J MAP 273 PCL 122-10 f° SEWER STUB J FLOOD ZONE: C _ - T.O.FN0..70.5 - V.I.F. J (FEMA FIRM PANEL# 250001 0005C) 9-19-85 l 'N?:.n O PROPOSED LEACHING PIT REFERENCE:, 6'X14' EFF. DIA. PITS s\S / PB610PG94 i,1��y • j� �-T�• �j� Q T � ��,T 4 —S S—SEWER LINE L off J CO "IE SIDE 1 HAL SI 1 E.�aJA � W W—• WATER LINE LLrr �` 2, 1 3 - - Area=9,74 M W W_. GAS LINE 4t S MLu —c'--G— by_ q. Ft. C'69,6j / J I PREPARED FOR: —E. E—U.G. ELECTRIC 0.22t Acre ———_ J W 11 s~ __ J �-• BAYBERRY BUILDIIoiG ANTIQUE STYE POST LIGHT JJ a' W Lu LOCATION : LOT 3#51 SETTLERS LANE SCALE c 1" 20' DATE 4-28-2014 r SHEET 1 OF 2 .. �i�'v Hggb4 0� aOy , fox soe]62-988D' DnnIELA DAfdIEL � '� -. + �a JhLA CIVIL down cape engineering, inc. + o ND p-- Na.. a" \ 1c J C/V1L ENG/NEERS . - a ., \'t� Fss�o.~ Sr sttf,��CafS" L.j'Z.�•�) LAND SURVEYORS Scale: z.n fG�.OVAL ¢ ; DANI L A. OJALA :L P.E.• DATE 939 Main Street - YARMOUTHPORT, MASS 0 10 20 30 40 50 FEET _00-018 DEFIN & SEWER 40A + 40B.DWG B Y r Town of BarastaWe Regulatory Services vB"-R' 'g$ Thomas F_Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstabl e.ma.us Office: 508-862-4038 Fax: 508-790-623t Property Owner Must Complete and Sign This Section If Using A Builder I, as Owner of the subtect.property hereby authorize to act on my bebalf, m all matters relative to work autho d by this building permit application for. (Ad Ness of job) J a e f Owner Date / Print N e if Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor I &2 Family License: CSFA-057770 JACQUES N MOPJN 1597 FALMOUTA RD"# Fe 3 Centerville MA O''2632 Commissioner 02/16/2016 Office of Consumer Affairs & Business Regulation - Mass.Gov Page 1 of 1 The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) Consumer Affairs and Business Regulation Home Consumer Rights and Resources Home Improvement Contracting HIC Registration Complaints E Registration # 170336 Home Improvement Contractor Registrant BAYBERRY BUILDING COMPANY, INC. Registration Home Page Name JACQUES MORIN Address 1597 FALMOUTH ROAD City, State Zip CENTERVILLE, MA 02632 Expiration Date 10/11/2015 Complaints Details No complaints found for this registrant. You can also view arbitration and Guaranty Fund history. Back To Search http://services.oca.state.ma.us/hic/licdetails.aspx?txtSearchLN=7... 5/15/2014 _ASPHALT ROOFING--=-- _ �--- `s. •�.--�.- _ -- -=_--- -_ -' - ROOFING` - - -- --_- "' _'.. _____ --__ -------T %"�T�71``,�---- - - I`� __ j✓'.-._\w„a���-` __TYP. IXB/IX3 •_ _RAKE BRDS.:1= c----- --- ✓�4/ITTP. IX8/IX3�nC -- -= G== �112Xr.SIDING-- _ -TYP. IX5 80FFIT -'--- -- KE BRDS.-,L `------ _ _ I7 "i - -- _~ . IX5 FREIZE/BED MLDG,'=-'•: `.c-=- -- ------_ - - - _ _ _I _1 2,. ,_bT — - -rf._ . C_ 7-_ .t 1 r.7 -_ L. .CI .._ 1 CLLI" i t C r -t j-C _.. J__ _7= t-�--� ._. --L-+�3�_.1 -•o -' I'rL t_'T.- 1 .fI'-_._�II17_I L I"f, _' J .r_ .1- .-L. YL,g$:^�9_dT1-rTTTTT�a. ..y ff ,`I�-t� i �j !� g I' .L'�' -- fLL�-!1 �I r. r _I C �"L-.Gr .L .0 LILT.L f r_ - -^ f - - � 1 1 r L r T � r 1 -i �`uL�`i'' _5_.r a �- �r-.. 'I�i r_.h��rl -- - - a.r_II I JITTr� IL�u�^rL_I�r_i; ;1_1711J�L.uir_Trrl )_tr ill rrt u. 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L I. 1.t.J.L..L _. �.r_•-_ �,`.L��'I-_Lrl Ln...1 I 1J C.LIti 1_1I r.I -1'-.r.1.7_ . ,TI ILr1.l_- r._ C B -- r1CNR.6RDS.I_ 77;T�L.I;C fl l IJ1 fl 1.1,J,C,.L1. .1.-(� �L t 7 I� -/ TYPyIXIO WATER TABLE - L L 11, _IL1_Ir"iul_I�Iu171.,i r(7.�1.y f ------- LEFTt-- ELEVATION ; EV STEP ,B4OII L\ —/ EXTERIOR ---------!------— -- -',�� tl �� BARNSTABLE BA DING DEPT. DATEDECK ---- ---- _�----I 1-•� f xLt _�iI"I 1 f\ - - O MASTER .� In � BEDROOM IrJr -,r SLLL:tz FIRE DEPARTMENT DATE 9 vAVLTFD L 12- TT L 1 1 r r_. n -- r n rL Lr1 7 kc ui 7,. LI L lJ'_Lri_ I I Lr IJ-r.T r (-=- // Il L L u L -- Il:i- .'-I-�; ���� r `7�-�:��ir�i� �'�`r_`�Lr '- �f�r��;.�----- BOTHSfGNATURESARE � ��`�1��✓'.c. � � a rrr rr'u L rr'rJ n --�_— ; ' I� r Nil i L J I I"1'T-I I !1'i?' t� I_ [_ 'C_TYP. IX8/IX3' Tr r7-C — ! 91DE8. FuIL HEIG T BALOON'FR MED 2 E `-� _r .r trL_rl. ? _ L L RAKEBOTH SIDES (5)I b9'xShc@'LVL'e.-- (5)19/ xs oo•ivL'e; O„ I a. .L1. 3)13/4"XII 1/4"ILVL'e O -. ' - .:.._� • TJ. r,\ i }T'T}'j' ,IdT BDTH 91DE910F IUENY NG. - LLC,I - �I'C C_I I_ _17' r-r_"L�•.-�=/ C ..fj: r L �- Y' T f'� U FULL NEwHT sTws. I I f- _ n_- --�r' C '7�� •Bo*H ENDS HEADE ABOVE _ - ffL -_ Ir I.L,rryL_�_L T; I 1 __ [ LtTL �LS\ _ _ -��-,`L'�`1 ��{- �'I , / Deb. LL-5_ i-' � LSrr,'-Irf , 1- IIr �___.c1_� 4�lJ.r 1_._J� _ LL:L._Cir�-7 _ � v 'S'h -_ -f 1j �_ LLL L.L�LL�1"L:CTy:! 1 (3J 13/4"XII 1/4'LVL f'�-tL Ir,_� __ I L_... _.._.___ _i l,, _ - -_----- '1i�1Trtn - - -- - r 11 - -` t R A Vff. Oda I-1 Y 1 1 � . JL Lr I_ LI L'L JJJII �I��u- i. L.L O " O LIVING Mm..,/B1A"T H � M• „i.Y a $7 _ ______________- _ _ W/C SH AREA L -ULTEO 2xB C.J. IX5/IX S - o.c. NRBRSYr- _ _ --------- pq F . ) Ozxlo C.J.-> 5 REAR ELEVATION a IS"O.G. x6 G POST - - .. O t • 5 B"F C DRYWALL a r m _3 I DINT ING '�.�i o WALLS 1 CEILING n - m /--- --------------' U 4 J,SLAE3 TWO CAR - _ TYr' n WK GARAGE. I)> Q y _ G CONC.SLAB- � O o WIFIIIERMEBH IS _ _ O r OR A E UAL. _ V o �alI:LCCj��_r�JT.T� --- .. O �� --Wax OOR WIOX26 L , Ct '.�411 Tb] Ou i a STEEL BEAM FLUSH v ro ...0 � i Y KITCHEN 2. -.�--- ---�------ READI Q- - r �7_ AREA _-_-_ W-- - NOT. - - _ - _ r7/ __`•` \_ .�1-L�" L,. -_-_--_--_=_-= _-_.___---.- vducTED � � 7i j,A _ l { -/�T.1,I'.L,JrI�: � ,LY,.t_ � __- TS(7-'-.I'J L _Ll .r" �-- - _-_ Q - ,.o .>y✓ aa tr y ram'IL _ ® ® FOYER 0 I- _ _ ____________ -TYP. IXS/IX3 Ln�� .1 ALSE RAKE' 1L I —ASPHALT ROOFING-- — - --------- r _ --- -__ _ RAKE BRDS._,Lf1.U)-ILL,.IJ7'I�. - �_ - _ --_- i p L Ln;W/C SHINGLES.IiIT ,-.I:�, L'_ 1 _--•^- _ -- --_ o _ 70-T. 7-f � HEADER A s4 d- X BOvELB �(3J13/4r4TL f L : 1_ I a t�Cu :lil: d ' .fL .1,:7Ll L (� � l_ J rTr �-�IZIT T u r� I I '�) �17 • — �.L1L� C I _rLI 1 I "�_"© R 'T I . BEDROOM 2 M17 _ILII�� i'I_ 1' J vduLTEn-- L Y�S EN RILSJEI L T t �-2X8 G.J. -r`T rc Lrr. r.. r C rl J r._a r 1 r_r7-f I } { r " •I6"O.C. ___ __ ___ ___ __t n _ 5 L�4 J; L ill . O : FIRST FLOOR FLAN rC -A FIRST BRDS.T_.7 r_ •'I •-- �- � Tf _ .. _.'_ .,.. r`' Lu �rs_ 1 C+I� 1 T'/T-LC�ir STEP O M l RIGHT ELEVATION tti, ,� P 10 BUILDER JOB ADDRESS DESIGN BAYBERRY BUILDING GO, DATE REVISION DRAWN BY PAGE RAMC{I/CAPE HOM oNJ�7%�/ � 5'Oy�o `' 4-21-10 a JB • SCALE -LOFT ✓i C)aaI ns U1 (V PURCHASE OF DRAUINGS LEAvE5 PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL D)EXACT SRE AND REINFORCEMENT OF ALL CONCRETE FOOTING$ e3)ALL FOOT-5 SHALL EMEND BELOW FROSTLWE vERIFY DEPTH. U MAY H LOCAL SING CODES AND ORDINANCES,JB DESIGNS NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOLL CONDITIONS AND ACCEPTABLE (•)VERIFY STRUCTURAL ELEMENT$FOR DESIGN(SIZE P.O.BOX ZSti �JT'�BJ 494�9S34T ZI FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGSWRING CONSTRUCTICN. PRACTICE$OF CONSTRUCTION.vERIFY DESIGN WITH LOCAL ENGINEER.. MTH LOCAL ENGINEER AND BUILDING OFFICIAL5. (!4$T N.GRNSTABLF A O:iSeB f AWG GUIDE TO WOOD CONSTRUCTION IN.HIGH WIND AREAS 110 MPH WIND ZONEMPH EF IIJUZINDO ZOO MASSACHUSETTS CHECKLIST FOR COMPLIANCE(180 CMR 5301.2.I,IJ FO CHECK // l � l/ /yJ�� VIE OMPLIANCE l.-�� /7/// LI SCOPE WIND SPEED O-SEC.GUST).............................-----------....... ..........................:.110 MPH . WIND EXPOSURE CATEGORY......_._.-"........................:..........................................13 I 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS S IN 12 SLOPE SHALL BE CONSIDERED A STORY) _2-STORIES 1 2 STORIES NU T MDER OF ROOF PITCH................................................................... (FIG 2) .............................. 2�li (12,12�_ \\ \ JOINT DESCRIPTION NUMDSR OF COMMON NAIL SPACWG NAILS BOk NAILS MEAN ROOF HEIGHT.................................. (FIG 2) .................___.....,........................_._10 FTC 39'�� BUILDING WIDTH,W................................... (FIG 3),.___•............•..................3-4.-FT(BO' TYP.FIELD NAIL SPACING ROOF FRAMING 1 BUILDING'LENGTH,L................................. (PIG 3)......................................�FT<BOA-J� Sd COMMON o 6"O.C. - DLOCKING TO RAFTERS(TO-c•NAILED) 1.0d 1•IOd FACN END • , BUILDING ASPECT RATIO fL/WJ........................ (FIG 4)...._....._ ._._......... NOMINAI.HEIGHT OF TALLEST OPENING)............ !FIG 4J -1^1-<3,1_�_ I •.; RIM BOARD TO RAPIER(EV'•N41LF.D/. T•16d. 3•Ibd EACH END ._., ..............NOTE2......_.._.._._ • n'P.7/i6"WOOD WALL FRAMING _ 1.3 FRAMING CONNECTIONS (LfA. 6TR11CTURAL PANELTOP PL4 E AT INTERBEGTIONS(FACE•NAILEDI 4-ISd 5-IGd AT JOINTGENERAL COMPLIANCE WITH FRAMING CONNECTIONS.-.. (TABLE 2)..__..................'........._._.___.___.... J� STIID TO STUD(FAC¢MMLED 216 !16 24.OG - J d cl2,1 FOUNDATION DER TO HEADER(PACE-NAILED) Ibd 16d 16`O.G.ALONG EDGES FOUNDATION WALLS MEETING REQUIREMENTS OF TBO CMR 5404.1 , RFRAMINGHEAFLOOCONCRETE........... .......................................................... JOIST TO BILL.TOP PLATE CR GIRDER(TOP.•NAILED) 4•Bd4-IOd PER YJIST CONCRETE MASONRY........_r....................... �L • • OLOCKING TO JOIST(TOE•XAiLED1 T-Bd T•lod EAGN END ................................................... „ TYP.EDGE NAIL SPACING , , .,. .+ . BLOCKING TO'SILL OR TOP PLATE(TOE•NAILED) 3.16d 4.160 EACH BLOCK.(Bel COMMON IF 6"O.C.1 LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3•ISd 4•Ibd EACH JOIST 2.2 ANCHORAGE TO FOUNDATIONS JOIST ON LEDGER TO BEG::ROE.NAILED) 3•Bd 9-IOd PER JOIST /BB ANCHOR'BOLTS IMBEDDED OR 5/B"PROPRIETARY MECHANICAL ANCHORS AS'AN ALTERNATIVE IN CONCRETE ONLY RAFTER CONNEGTION6 �• im(BOLT SPACING•GENERAL .......................••(TABLE 4).._.._.._............._.._._..__.__...J7I21N. �_ t •-•i AI BAND J719T TO JOIST(END-KAILED)- 3-Ibd a-16d PER JOISTBOLT SPACING FROI'T END/JOINT OF PLATE._._.....(FIG B).____....__.......................�-IN.<6"-I]' )L II �`,TYP.H2.5 TIES ���JJU AND JOIST TO BILL OR TOP PLATE(TOE-NAILEDBOLT EMBEDMENT-CONCRETE...................,,(FIG 5) _......... .............._.._..I IN.>1' 1/ G I ROOF SHEATHING BOLT EMBEDMENT"MASONRY......................(FIG 5)...._._., ,_....•_.-•••......__._•_IN.)15" N/AWOOD STRUCTURAL PANELS PLATE WASHER...................................(FIG 5).............. .......)3'X3"Y.1/l. I/ UPLIFT I .•• h `;, . LOADBEARING RAFTERS OR TRUSSES SPACED UP TO IS*O.C. 8d IOd 6"EDGE/6"FIELD L I • STUD HEIGHT RAFTERS.OR TRUSSES SPACED OVER IS'O.C. Fid IOd 4"EDGE/4"FIELD 3.1 FLOORS i • GABLE ENDWALL RAKE OR RAPE TRUSS 6d IOd 6"EDGE/6"FIELD FLOORFRAMING MEMBC-R SPANS CHECKED._...._.....(PER 780 CMR.55.00)................ ................. �LI +_ > ,> , WITHNO0 BLE OVERHANGM4XIYIUM FLOOR OPENING DIMENSION.................(FIG 6).._._.....____._._......___........._.0 FT<12' >/ , • _ , MAX.WALL GABLEENDWALL RAKE OP.RAKE TRU55 ed' IOd 6"EDGE/6"FIELD FULL HEIGHT WALL 6TUD6 AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)._...rl�tl3l,- ENQ _..__.... �L "I •>' •'• EIGHT 10' W/6TRUCTURAL OUTLOOY.ER6 MAXIMUM FLOOR J016T 6ETBACI:6- I ' +_'+ ,' GABLE ENDWALL RAKE OR RAKE TRUSS Sd- IOd 4"EDGE/ I"RELD SUPPORTING LOADBEARING WALLS OR 6HEARWALL.(FIG 1)................. ....... 0 FT(d1 . W/LOOKOUT BLOCKOiMAXIMUM CANTILEVERED FLOOR 'OIST - - - ` CEILING SHEATHING SUPPORTING LO ENDIVAILS WALLS OR 6HEARWALL.(FIG S):..................................... FT<d_�_ GYPSUM WALLBOARD 5d COOLERS I"EDGE/10"FIELD FLOORBRACMG AT PE...LLb ____________ _.(FIG 9) ..._,..__. �FLOOR SHEATHING TYPE., ..(PER 7S0 CMR 5500) .....-rrIXlAD.YANTJZI� WALL bHEATNING LOOR SHEATHING THICKNESS .................. ..(PER 180 CMR 55.00)..,:._- ._........... }14 IN.�L � ' WOOD.STRUCTURAL PANELS FLOOR SHEA714ING FASTENING .....................RABLE 2)J>4_d NAILS AT SIN EDGE/12_IN FIELD�L • STUDS SPACED UP TO 2a'O.G. Bel 10d 6"EDGE/12'FIELD 4.1 WALLS .. I -- WALL HEIGHT �j II I( II •,'.- " _ PANELS'SST 'I/7"AND 2B/32`PIDL'RDOARD Bd 9"EDGE I C`FIELD I17'GYPSUM WALLBOARD 541-COOLERS `• ,7"-EDGE I fO'FIELD LOADBEARING WALLS. .................(FIG 10 A14D TABLE 5)._._......._____.......-FT<to'. sl FLOOR SHEATHING L •. - NON-LOADBEARING WALLS (FIG 10 AND TABLE 5) FT<20.'.�_ LATERAL i ' •. A - - WALL STUD SPACING.._._. „_•...(FIG 10 AND TABLE 5)...... ............_111<24"O.C.-AL L ELS>• � WOOD BTRUCTUR PAN " I'OR LEBB Bd _--IOd 6"EDGE/D'FIELD > GREATER THAN 1' WALL STORY OFFSETS._D............................(FIG l..Bl..................................._FT<d,� tOd IOd G'EDGE/G"FIELD� � >• __ -` , 4.2 EXTERIOR WALLS f- IC t WALL STUDS ••_ .>` TYP,HORIZONTAL DOUBLE GENERAL NAILING CJ•CHEDULE .2X A-'I IN-AL SHEAR - •+ NAIL EDGE(STAGGERED NAIL --• LOADBEARING WALLS.............................(TABLE 5) _..........___.__..... _ . NON-LOADBEARING WALLS.......................••(TABLE 5)............................. �._..-......-......_...._.2Xb_-Jr2F7Q IN \I . , - i PATTERN ad COMMO N a3'O C. GABLE END WALL BRACING" FULL HEIGHT ENDWALL STUDS.......................(FIG 10).............................................. �A TYP..1/16"WOOD STRUCTURAL P ATTIC FLOOR LENGTH._, !FIG 11)'..................... ..,,,_. .__„ FT)W/3-�_ VERTICAL-PANEL SHEATHING \ GYPSUM CEILING LENGTH(IF WSP NOT USED)........!FIG IU...................................__A!._FT>0.9W ' AND 2X4 CONTINUOUS LATERAL.BRACE o 6 FT.O.C.(FIG 11)............... G ................_...._.._,,,,_„- N/4 , i ••s' •'•>' N I , OR IX3 CEILING FURRING STRIPS c IS"SPACING MIN.WITH 2X4 BLOCKING o 4 FT.SPACING IN END............ TYP.VERTICAL EDGE NAIL. DOUBLE JOIST OR TRUSS BAYS......................................_....................._...__..._.................. �_ '' +!'••s• SPACING fBd COMMON TOP PLATE\ DOUBLE TOP PLATE SPLICE LENGTH'............. .................... (FIG 13 AND TABLE 6)....I9E 26 T MA .......,._.AFT�� > :•,.r 1 SPLICE CONNECTION(NO.OF 16d COMMON NAILS) (TABLE 61...__._ I ,'. - J� J ., TYP.FIELD NAIL SPACING LOADBEERAL WALL CONNECTIONS' ',` '+ ad COMMON o_O.C.LATERAL(NO.OF I60 COMMON NAILS)............(TABL[L........................................_2_ �- -',.' ',.' '„- ., - 1 WON •LOADBEARING WALL CONNECTIONS I LATERAL(ND.OF ISO!COMMON NAILS)............(TABLE 81.......................................? HEAD _✓ LOAD BEARING WALL OPENIK R 05(RECORD LARGEST OPENING OUT CHECK ALL OPENINGS For,COMPLIANCE ER ,TO TABLE 9) I - - 1 DOUBLE HEADER SPANS ...._ ..(TABLE 9)...ANC41N�RA4............16Y FT.Q IN.(II'--25_ II I iI SILL PLATE SPANS..,_ .......................(TABLE 9).._.ENGINE EP NG...........I6 PT_o IN.(II'�_ FULL FULL HEIGHT STUDS(NO OF STUDS)...............!TABLE 91.......................................�_ _�L '° _'FULL No FULL BEARING WALL OPCNIN68(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) P ° + I ° - STUD HEADER SPANS - _.(TABLE 9/.-__ENGIN>;EE1IyG__. °• °••, °,•• .._.__ .-._.._.... ....._.. T '' e 4 SILL PLATE SPANS._. _.)TABLE 9)._._ENGINF,EEING.._ I6 pT QJN;(1T� 'n .°d•e A'e ' A•e•.°de v I.... ^ 1 - > n P DOUBLE JACK STUD FULL HEIGHT STUDS(NO.OF STUDS)._.............(TABLE 9)..............5_I/}B,YJJG4.J,/4_hJ......... _1L ,. P ',:. n T•. '. fI REQUIREMENTS AT EACH END OF HEADER 1 MINIMUM WINDOW BILL PLATE EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOU8L1° .°d•e•.°d•e, I�'.°A° bV�• HEADER SPAN HEADER NUMBER OF UPLIFT LATERAL - MINIMUM BUILDING DIMENSION, ' e BU LDI G D EN810N,(W) ,m ^ FULL-HEIGHT A s' P `> A ' s m> NOMINAL HEIGHT OF TALLEST OPENING................ .SZfL"C 6'B"_)L °' r v v ! -- - -- SHEATHING 77PR..............__..._,.............OTE 4) ° �• 74°O.C.MAX. ..n ° 74"O.C.MAX. S7UDb ................. ....... _)L 6•e le Je a da EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 4 IF 1.E99)..__...__._....,_..�IN,�L 97UD SPACING ,- 1. ° ( STUD SPACING 2' 2-2X4 I 211 132. _ __ _ - -- ---------- IF ^ T FLD NAIL SPACING.__•__,._.__. .:__...__.!TABLE 101 ...................._------ _ J�_IN:._3L °••'a °••° ° °'•'e' n1.°1 bn••°Ae•'4d°•• 3' 2-2X4-, 2. 4I6 198 SHEAR CONNECTION INC.OF 16d COMMON NAILS) (TABLE 10)----___ _-----_•--------------- _� _� '•n d•e b b•n 0 q' 2-2X4 2 416 .35 PERCENT FULL-HEIGHT SHEATHING.._.•.._ __.(TABLE 101 q II •. St.ADDITIONAL 6NEATHING FOR WALL WITH OPENING>6'B"f DESIGN CONCEPTS)..................@�A _� T! a�•,° v,• °,• ,`,a °••' S' 2-2k4 3 693 330 o•. MAXIMUM BUILDING DIMENSION,(L) - ° - NOMINAL HEIGHT OF TALLEST OPENING T.................................NOTE 2 T'_ • Aa d•P 6 d° 6' 2-2XG 3 831 396 ,%•--'--�---•-------"'---------------"......"' - --" SHEATHING TYPE................................(NOTE 4) ....................... .................rf]X�� 1' 2-2X8. 3 910 462- __ EDGE NAIL SPACING.............................(TABLE II OR NOTE 4.IF LESS).................... `f IN.ALL MAXIMUM WA B' 2-2X12 3 I,108 528' .° Aa d•e.;Ae .�A•o- .°d; .'nn .°d•e .•,dro .°AD .°d'� SIN._>L WALL STUD HEIGHT , STUD SPACING , 12 - •a'. A ' FIELD NAIL SPACING.___._.... (TABL'e 111....................................._. 9' _ 3-2XI0 3 1,241 594 °,e.. to °,•, °•.:•�,•^. �%.i• SHEAR CONNECEIGHTO.OF ISO[COMMON NAILS) (TABLE IU.............................. �L An d•n::°d' :°b•n .°A••°A+�••P °An•.°da PERCENT FULL•HEIGHT 6NEATHING (TABLE 11) ........................ ..............35 X �L RAFTER CONNECTION AND .WALL SHEATHING Io''- 3-awe 4 '1,38b 660 ,, ,; >. ° TYP.ANCHOR BOLTS AND °5.ADDITIONAL 6NEATHING FOR WALL WITH OPENING>6'8"(DESIGN CONCEPTS)...._...._25.5x.°30sk �L II' 4-2XI0 4 1,524 126 `°,•,' e,•,° n 1u, o 3"X3'XINC PLATE WASHER -° e ° P. .' ° � u WALL CLADDING ,°n•e �A'6 °A•1 °A•n °A•n d•e A'n d•n b'•e b•n °0 RATED FOR WIND SPEEOL..................................................L......_......._.____..._.... �L P TABLE 9; WALL ORETIINGS - HEADERS ^ '' • n °. > ° 5.1 ROOFS ;,1,n..• 4 .°n•e .°n•e .°A•n •.°on ..°n•n A .°de .°Ae °no• ROOF FRAMING MEMBER SPANS CHECKED)(FOR RAFTERS USE AWC SPAN TOOL,SE_BBRS WEBSITEJ _ IN �Og1DH'EAR1�Nl.;-;WALLS ' ROOF OVERHANG...................................!FIGURE IS)_............Q FT<SMALLER OF 2'OR L/9__'I TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS -•r• "'- - PROPRIETARYCONNECTORS NOTES, r,(7.1;• :Y' �` �' '`'7 °dn °On °dnOAe•OAe °06Odn•°b6•°An.°A (TABLE IL..}jj>gP._.W.91.O.GKL CT. �SL3pLF�_ 1. THIS CHEKL18T SHALL BE MET IN ITS ENTIRETY,EXCLUDING TNc-SPECIFIC EXCEPTION NOTED IN 2,70 COMPLY WITH THE '+' i,/" "'F fi I 1 `"• ^ n ' UPLIFT.__.___________........................... / N - .o-,• .,':.. _....._.._.U. REQUIREMENTS OF 1e0 CMR 5901.2.1.1 ITEM I.IF THE CHECKLIST IS MET M ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS -32-PLF_Ll LATERAL.....................................!TABLE 121..QR.6ll0..........................._.:_...__....,.,,,..,:_,L• AND HOLD DOWNB.ARENOT REQUIRED PER THE WFCM IIO MPIJ GUIDE: �y):3" 11::41\_._I '.e..�P_: =•S�y% SHE COON......................................LD!TABLE IL...................................'_.S•�J+LF_SL - :'.I ,��• I A:STEEL 91 8 PS PER FIGURE 5 4 RIDGE STRAPCONNECTION,IF COLLAR TIES NOT USED PER(TABLE ISI..._..._.._ __.T•�]pLF�L p - -""FT I SMALLER B,20 GAGE STRAPS PER FIGURE II GABLE RAKE OUTLOOKER............................(FIGURE 20).............._�FT t SMALLER OF Y OR L/]_LL C,UPLIFT STRAPB PER FIGURE 14 TRUSS OR RAFTER CONNECTIONS A7 NON-LOADBEARING WALLS D.ALL STRAP PER FIGURE IT PROPRIETARY CONNECTORS E,CORNER STUD HOLD DOWNS PER FIGURE ISO AND FIGURE 18b 6 UPLIFT.___....OF 16..............„_____.._..(TABLE 14)..................................... 411 _iL 2. EXCEPTION:OPENING HEIGHT OF UP TO B FT,SHALL BE PERMITTED WHEN 5(6 16 ADDED TO THE PERCENT FULL•HEIGHT 6NEATHING , ) r r//=•LATERAL fTO:OF IGd COMMON NAll61........_.!TABLE 14J. .................... 25,3J.0 �L �. -•�•li'<,• ••1t',�;�• �C<�d _ ROOF SHEATHING TYP'c.............................. PER 180 CMR 58.00 AND 59.001.................... REQUIREMENTS BROWN IN TABLES 10 AND It. T�;:s •�, STUDS AND HEADERS ROOF 6NEATHING THICKNESS...............................:.............. ED �L 3. THE BOTTOM BILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2"IN.NOMINAL THICKNESS PRESSURE TREATED-2-GRADE. ��` _1/2_IN.)1/161, ,•, , ,1t,.�, U` ROOF bHEATHMG FASTENING.......................... (TABLE 2) .....................__-••.•"._"_ �C6_ �- 4 A.FROM TABLE 10 AND it AND LOCATION OF WALL SHEATHING AMC)BUILDING ASPECT RATIO,DETERMINE PERCENT FULL-HEIGI•IT 'E• �!�') O�//,/'y�f' �"•%%1� C SHEATHING AND NAIL SPACING REQUIREMENTS, rfl �� Ff/*9710 AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN �j DATE :�REVIIION .DRAWN BY PAGE SCALE BAYBERRY BUILDING CO, RANCH/CAPE HOME wu/uoJ�N( 4L�D OV�o�OQ 11 4-27-10 JB °�oF]_ 1/4"=I'-o" ��°�J��°� IB fU PURCIIABE OP ORAWIN16 1.E11E6 PURCHASER RESPON51OLE FOR COMPLIANCE WITH ALL 0)EXACT ORE AND REINFORCF`.FHT OF ALL CONCRETE FOOTNG6 f31 ALL FOOTINGS SHALL EXTEND BELOW FR06TLINE VERIFY.DO-. -• ' - 1- LOCAL BUILDING CODL•6 AND ORDINANCES.R)DESIGNS MAY NOT BE HEL.RESPONSIBLE MUOT BE-DETERMINED BY LOCAL BOIL CONONION6 AND ACCEPTABLE (41 vIMIFY 6TRUCTURAL ELEM'_Ni5 FOR DESIGN,SIZE P.O. 201 �j�OSJ 49•�•-9(J3AF zI FOR 611E CONDITIONS OR FOR THE V90 OF T E50 DRAWNOB DURING CONSTRUCTION. PRACTICE5 OF CONSTRUCTION.veRIFY DE510.WITH LOCAL ENDINE6R, WITH LOCAL EXONEER AND BWLDING CPPIOIALS. 2EOt SWRNOIABLO M.OMW, TOINN MY, 15 D1"I 10 F, r - 45,-B�II. n • 'r.rhdd'huWT.' .,°°a .t1t..:i ti AGn N'I s •'. ••• ^ °• A .................... _ - •. pn......... ______ 1 � LATERAL ' •'r e, J t UPLIFT 8"CONCRETE WALL a p n ( ANCHOR BOLT AND U. fm DAMP.PROOFING CSA ,°• �. 3"X3"XI/4"PLATE WASHER ,v0 I I�[1 •: : APPROVED.. j 0 TYP.SPACING 2X PT PLATE SHEA d'e It 6 ! ...............__.I__ a .._..__--.; (1 _p.c. n 'POURED GO . SLAB .(0m�. ---_r e F--•_-• E 4' OU D NC LA 4. KEY-�i ^pe Ad•o'•°pe .°O'A .°D•o .°A•e .°A• 6.0" Q p n q'n n 10 X22' CONG FTG n "p D'o-• .Yrfi v.diY..( .,aS,:,.FS3'a^I rH krC'31a.c+a i47h1 itix:'•':et:'fN x+iiif,"k'„>gg4 i,`T+'X r "Ill l„MIN COMPACTED GRANt1LAF2 6A 666Ef!lE E __� °p•e, , eE .e E8 A •e•°p•e° p•e' EE k8 EE.rAF °pa °L°` p•A .ff1 - is n •0 10• 11 O'e: r;. v One°p•n•°de �A•• l,•e .°Oro,.°p•o °A•n•.°d'A ,°A•nF °4 x' BASEMENT - ••I.^rukV,'ma,: ulxyT ••- Y FOUNDATION WALL 4.• .a-1X10'a B l6"O.G: %_ .. _ 71 A° °A p• Ap°. w.dro°` .°A•n•.°pro . A•n 4% d•e o p D . •�'%f (ABOVE) ° „y �O U •eTAIRe W .I o ^ ° 6"•12'FROM END e: FOOTING' I ILS' ° ° FOOTING OF.PLATES .e. .°pn p �d'o•°p'� Adn� °gyp 17i LO 4 n n TY .4"THK Eg P Q> -„J F r- -/e t.t. ^ e 5" -CONCRETE WALL g. y CONC.SLAB m fill Ae .• °A pn n � OR EC AL. - E 2' U Q zs 3 p � TYP. ANCHOR BOLT SPACING 0 7- ZO\ uo uIL IL „ _ , _ z I,. a t "�" x 0 - 2XI0'e O I6 t GARAGE ' Q (ABOVE) ' - N n: , 4 ' E iroF.............�___.___ Ik .. d'On. I5,_4„.. 3,_8„ }}T r _ 4 t a 11_u.. .y v � Q . ih u'-asp" I 9,�„ 0 14'-0l, u 11 „ d, y 4 z W > n ! X. 76 r4 : 23'•O° - ®; I" jury[1j ' 9In ._ _ a L - - •- - u �- BATH �c4uaN4uNL T ________________________ _._. _.._._. ? ... i -47.a.Ili_._.'___.a�.,i�:,v.•.P•?,. -/wTr. • r. , Y i ____ _-___ _. I+ /\ BEDROOM•3 Q 4 1 2 4 O UJINDOIU 4 DOOR SCHEDULE p ID QTY MANUF, MODEL 'S R.O. NOTES 4-0 (�`...NGLNE-•_b,: FOUND,4T�O;N 1—LAN A 8 ANDERSEN DH2849 32°X51" t { �n B 2 ANDERSEN DH2840 - 32"X48° ";,.. C I ANDERSEN CTC2/C235 48.1/2"X61-3/4" FOYER L ---•"' - Em" 7 > D , ..... .. BELOW F. O \t ANDERSEN- CTN28-2• 68 X36-I/2' ( V ,rr�M(,•4,,i r li,fi'.I a t`.!°.. ~� �,. D 1 ANDERSEN TW2846-2 68"X91" / `. E I ANDERSEN NLGDI20611-4 III-93/4"X03"' `� 8'-I%" 1'-6" 1.44. v F I ANDERSEN A31V 36•I/2"X24-5/8" k. _ h I .• G -I ANDERSEN AN61 STAT. 123/a'X21" - 'v ,. e H I ANDERSEN C-IR24 2811/ _.___ .................. __...-__-.____.__.__ ___...___ ' '•..,:` / I 1 ANDERSEN CTC3 12 3/8"X38-3/4" �•.�•`:�� t Fr <<�1•Id, �^"-' 2 VELUX V5606 4M3/4"X46-1/8" I ,,,•_.� 16/OXI/O 1. GARAGE TRAN. �,• "I I. 3068LN 36-I/2"X83" MAIN ENTRY """"' °2 I 2868RH 9 LITE '34,-1/2"Xe3" GARAGE DOOR G T` -- 8 ECOND FLOOR FLAN NOTE: CASED OPENINGS R.O.(ADD 2"TO WIDTH AND 2-1/2"TO HEIGHT): ....................... .......... _. NOTE: WHEN BUILDING STAIRS ALLOW FOR 3/4"FLOORING o FIRST a SECOND FLOOR. BUILDER JOB ADDRESS DESIGN WNW am IN �L EDESIaNs co� DATE REVISION DRAWN BY _O SCALE BAYBERRY BUILDINCY CO, RANCH/CAPE HOME o ��(/J/ 4-2�-10 a JB °�oF_1 1/4"-1•-0" 40FOr W (I/PURCHASE OF DRAWNGE LEAVE6 PURCHASER RESPONSIOLC FOR COMPLIANCE WMI ALL RI EXACT DUE AND RDNFORCEMENT OF ALL CONCRflE FOOTINGS (S)ALL FOOTINGS SHALL EMEND SSLOW FROSTLING VERIFY DCPTN. � "-- h LOCAL BUILDMG COOLS 4ND ORDINANCES.JD DESIGNS MAY NOT BE HELD RESPONSIOLE MUST BE DETERMINED by LOCAL SOIL CONDITIONS AND ACCEPTABLE IQ VERIFY SIRUCIURAL ELEMENTS,FOR OP.S16N I SUE P.O.BOX Aw '(,r�pg)494-9$34 0� FOR SNC CONDOIONS OR FOR TwE USE OF iH4GC DRAWNGS DURING CONSTRUCTION. PRACTICCS OF CONSIRUCTION.vER$FY DE514N WITM LOCAL ENGINEER. WRH LOCAL ENGINEER AMC�U1.DING OFFICIAL!. EKRNSrADLB MA:O]MMM 1 CUSTOM CAP CUSTOM TOP RAIL SIDING z , 2X2 BALUSTERS J -4"MAX.CLEAR - }i n SPACE BETWEEN ICE+WATER BEHIND NAILER I ALUM W/FLASHING TOP OF NAILER 7 I NAILING STRIP G �IX L I CUSTOM TOP RAIL DECKING �3.2XIO PT BEAM THROUGH BOLT TO EACH POS lu Tl'P. 10"DIAM.CONC.FILLED ), 2X10'0 m I6"O.C. I T r WITH TWO 3/4"DIAM.BOLTS. 6_g^ 6•-gF 6'-gI TUBE 48"BELOW GRADE. ti-IY, TRIM BRD. _ !•�•" "m -TYP.J0I6T HANGERS' PO ANCHOR, ;o. -2XIO PT NAILER BOLTED N-TYP.HANGERS 3-2XI0,'6 PT 4 ••.°c W-3/4"LAG BOLTS 24"O.C. .y� GRADE IL 4 o� II II II II. �. 2XI0 PT -- "C•n o, �- -n 0111 O.C. ^, >S" �/. '°d 2XIO'6 m 16"O.C. s II II: II II L Ao TYP. HANGERS 2XI0 PT GIRDER BELOW lu go I Do fA °d lu r r '•, A V W EXTERIOR DECK: DETAILS K 2XIO's 0 I6 O.G.-�• - _ 'T U — d ° °- J — 1 TYP. LOCK�I NG im IS o f (I 0 O.16O.G.2X8'e o —a k� xN - BEAM:W5X40 OR WIOX26 STEEL } N, {-_--_-__ •1 TYP.HANGERS _ ------------------------- 2XIS PT -+ m 16"O.G. V - I - m " -+- n•P.BLOCKING 12"DIAM.CONC.FILLED 2X8'S 16 O.C. `.� Max. o.a 2-2XI0'S PT TUBE ON 24"X24"XI2"FTG. �-1 II �• 10" OR EQUAL.WITH C666 BASE - - (UPLIFT 4200) L r ¢ C�1 -' JFN. TYP.HANGERS ,;+4;1"•.t ,It,,, -- _.. _- .xs ss_:zs g?�as�xs���sr2lses .rz�a� :._ .._ FIRST FLOOR FRAMING PLANBOX HEADERF(3)f 3/4"X14"LVL'6 - F SECOND FLOOR FRAMING PLAN BUILDER JOB ADDRESS DESIGN' REVISION DATE DRAWN BY PAGE SCALE p-� BAYBI=RRY BUILDINCs CO. RANCH/CAP HOM)= -✓�-✓�✓o�� DU I/ISD o�� s�ie '/:i6Igns -2-I-10 a JB OF� I/4"-1'-O" W N PVRCNA6Q OF DRAWINGS LEAVES P&GNA6ER R66POMMO FOR COMPLIANCE WTI ALL 01 EXACT 61ZE.AND REINFCRCEMENT OF ALL CONCRETE FOOT INGB (3)ALL FOOTINGS SHALL S.MND BELOW PROSTLINE vERIFY DEPTI. LOCAL BUILDING CODER dND ORpR!l.NGQS.JS E..NS FTAY NOT DE HELD RESPONBIBLE MUST BE OVERMINEO BY LOCAL BOIL CONDITIONS AND ACCEPTADLE (A)VERIFY STRLCTVRAL ELEMENTS FOR DESIGN'"SIZE va Wi nz. (50BJ�I FOR BITC CONDITIONS OR FOR TNQ YSE Of TNESfi DRAWINGS CURING DONBTFS)G11GN. PRACTICES OF CON6TRVCIION,VERIFY OEBIGN WITH LOCAL ENGINE@R, WTu LOCAL W:GIN'EER A—BVM1OINO OFFICIALS, IOpST SJARNS FABLA•14 OK" 494-9534 1 ' C=1P. TYP p OC.C, MAN.M19'0.4 - I ROOF FRAMING PLAN E RIDGE VENT - I 2XIO RAFTERS m IS`O.G. U - 1/2"PLY.SHEATHING 4 '© 2XIO RAFTERS m 16"O.O. 4 15°ASPHALT PAPER D 1/2"PLY.614EATHING 0 2XIO RAFTERS m 16"O.G. -ASPHALT SHINGLES. ' �4 15°ASPHALT PAPER UPPER HEADER-(3)2X6'e I/2"PLY.SHEATHING. :>? w ° m ASPHALT SHINGLES LOWER HEADERP(3)13/4"kll I/4"LVL'e - 2 C. 6. _ 1 .�9 5 ASPHALT PAPER -�' ASPHALT SHINGLES RIDGE VENT ` ~ R38 INSUL. - - ®lti U 2XI2 RIDGE \ Q ` IX3 STRAPPING p I,I/2"WALLBOARD I Q DBL.2XIO'e "} 'Y L ' a' °Q W BEDROOM°3 I 2X10 RAFTERS m IS"O.G. > k f Q 2X86 G.J.m I6"O.C. �IP 15°t PLY,SHEATHING ASPH LT PAPER 5 n 3/4"T/G OSB NAILED d GLUED. ASP14AL SHINGLES 1 _0 R38 1NGUL. <+- X8_n IX3 STRAPPING - OU I/2"WALLBOARD. R38 INSUL. STEEL 14'LVL'G m U p-- IX3 STRAPPING BEAM HEADER. =1= DBL.2XIO'e - 0=p. ° - �b 1/2"WALLBOARD IJ �! ?,"F.C.WALLBOARD mD !E 2X6'u m 16 O.C. - M/BEDROOM: M/BATH l RI9 INSULATION a' r eT Q •0' z .hI ry °._ :;F 1/2"PLY.SHEATHING ` _ GARAGE to T., :_ •=_ _= a=° ::. °.: _ _ TYVEY.WRAP OR EQUAL • :: ry .b., .,,sue. r . .. .. ... ... ... _ _ -_ .__ `L - I9/A4"T/G OSB I. SIDING NAILED 4 GLUED. DBL.2XIO'e -- O _ - -2XI0 a m 16-O.G. - ,.-�-2XI0 s m 16' O.C.y- 4"CONC.SLAEi I - DORMER F-.. _ (2)1 3/4 x9 1/4'LVL's ,.' J"� I' r -- - '`-3-2X12'e _ •d� -I, /r' � -3-I/2"CONC,FILLED \\ Q �•.-2XIO'e m 1('O.C.--� r• /;` d -1- p r LOLLY COLUMN. - . IIE '� %.: BASEMENT II x 4"CONC.SLAB IT I m 10 2XI2 RIDGt.Hrl E r - DORMER A / /f r /`f: •f/Ii�,, fl frr j/r% .r'r f�f::%/ i // GI`O�l5 6GTION (e) TIT m 2X10'90 16°O.G U R -e--2X10'e m I6"D.C. - _ n - (2)1 3/4"x9 114"LVL'e ,�iDc G .0 ? �� RIDGE VENT ._ .. .. _. ... LVL WITH STRAPS. - Im Fv- ' 2X10 RAFTERS m 16 -O.C_. - - - - I 1/2"PLY.SHEATHING - -- _ 1 TYP:.2X6's - -15"ASPHALT PAPER X G•�+ 2y'O 0 m,6P O.G•f - - ASPHALT SHINGLES . RIDGE VENT RIDGE VENT ,-.l7� 2X10 RAFTERS m 161,O.C. 2XI2 RIDGE 2XI2 RIDGE I 1/2"PLY;SHEATHING._ IS'ASPHALT PAPER - 2XIO RAFTERS,m 16"O.C. ASPHALT SHINGLES. 0 V I/2A.PLY.SHEATHING �- 9� - - - ��'Q.••' � - � 15"ASPHALT PAPER - - - ASPHALT SHINGLES - _ n I fA V, - _ - ' G .m n1. R38 INSUL 17, IR38 INSUL. - ---- '-- 'ix6 iir;odoe.-S IX3 STRAPPING Q R38 INSUL. 1/2"WALLBOARD `-1 IX3 STRAPPING ® BC62-3/6 G P lal4•eED nLx=. I/2"WALLBOARD m - 'IX3 STRAPPING me's m 16 O C. 11/2'WALLBOARD (UPLIFT 900 A 1/2" ALLBOARD I/2"WALLBOARD 1/2"WALLBOARD RI9 INSULATION h" p: COVERED BEDROOM°2 2X6` a 16"O:C. 2X6'6 m 16"O.C. I/2"PLY.BREATHING - M/BEDROOM `P (� ,v, BATH :m VAULTED .. R19.NSULATION BEDROOM 2 VAULTED. OT 4- - ,a PORCH RI9 INSULATION A m TYVEK WRAP OR EQUAL ,p 1 1/2"PLY.SHEATHING 1/2"PLY.SHEAtHING SIDING CB66 BASE - 3/4"T/G OSB _ RAP OR EQUAL TYVEK WRAP OR EQUAL TYV K W - - 3/4"T/G PLY. (UPLIFT 420 ) NAILED a GLUED. SIDI G 3/4"T/G OSB NAILED A GLUED. - - _ x DecxlvG BIDING _ _ --- - �� c NAILED a GLUED. ` �--•2XI0'e m 16°O.G.-� .1T P• J 1 .T�. •- a _ --- - - -2XI0'em16"O.G. /\ / . r RIB INSUL. , - r 19 INSUL. 2XIO'e m 16"O.C. \ Q r %%r�/ -3-2X 12'e GIRDER / f 19 INSUL. I :frr; v / - /�/// f 3-1/2"CONC. FILLED r - /; i "l L •j •/% -._ /Are��/�j %%'i. .. LOLLY COLUMN. BASEMENT BASEMENT / BASEMENT Q ..K. V ` ' •':3t r •.r� / r - /r/f /f%/'ram '%/ 4 CONC, N To 4„CONC. SLAB O G.SLAB AL__ CONC. SLAB. / ''�.�S (•-� }. r ° i -- `}is) Y •t ..Y' /I,/"ff /,:J%,���.i%r /!/ff'r<fI //' - ' /r�////•//r'/`./ ///�/// r-"/� •/r %j�/�/ r�/, �it F'F^'"'f G 0 ,r 1`,f' ,r/ .�// r .i./,./��rf',. /�/ //�/ %'� �. �%`, % ���;• .�/ r / / ''r / '� r ' � GROSS SECTION (A) CROSS SECTION (C). CROSS SECTION (D) BUILDER JOB ADDRESS DESIGN BAYBERRY BULDINGT CO,, qomfivEslawocomDATE REVISION DRAWN BY PAGE SCALE RANCH/CAPE HOME C✓ oe�Ja 4-21-10 a pl fU PERGIAGE OF ORAWINee LEAyEe NRCHASER REEPONSIM11 FOR COMPLIANCE WITH ALL ??)EXACT 911E AND REMFORCE`IENT OF ALL CONCRETE FOOTINGS 1!1 ALL FOOTINGS SHALL EMEND OELOIU PROGTLINE VERIFY OEPTN. ' I- LOCAL BUILDING CODED AND ORDINANCEG.M DEGWNa MAY NOT DE HELD RE9FWNSTBLE MAST OE DETERMINED By LOCAL SOIL CONDITIONS AND ACCEPTAOLE f4i VERIFY BTRUCNRAL ELEMEMa FOR DESIGN 1 at2E P.O.DON 709' �SOgf Q94-g534 xl FOR SITE CONDITIONII OR FOR THE USE OF THESE ORAWINGe OURIW GONa1pUClICN: -PRACTICES OF CONGTRECTION.VERIFY 0E916N WITH LOCAL ENGINEER. IIPTH LOCAL ENGINEER AND CVILDINO OFPICIAI.S. (1C'S1 EIARN9FABLE I1A O:AGD rf1 ASPHALT ROOFING , 15"ASPHALT PAPER ASPHALT ROOFING ............ ------•- H2 A SHEATHING /2 SHEATHING R �ABPHALT ROOFING I/2"SHEATHING i-IS°ASPHALT PAPS 15°ASPHALT PAPS � •{}' �y:'�'.� TYPE .5 TIES I/2"S G 1 � G h 1, ' RIDGE VENT ' DRIP EDGE TYP.142.5A TIES TYP. N2.5A TIES DRIP EDGE DRIP EDGE RI GE WI' I 9"GUTTER' , RIDGE WITH 2XIO RAFTERS m 16"O.G. � Vjl I/2"PLY,SHEATHING - - 5"GUTTER STRAPS. I �-5"GUTTER 151 ASPHALT PAPER RIDGE BAND STRAP ASPHALT SHINGLES IX8 FACIA I a F p� R38 INSUL, �IX SOFFIT �`IXB FACIA IXB FACIA 2-1/4"VENT IX SOFFIT IX�RAPPING 1-3/4'BED MLDG. 2-1/4"VENT IX SOFFIT �1�/2'�Wt�ALL�BOARD •i 2-1/4"VENT `NOTCH FRIEZE I-3/4"BED MLDG. I-3/4"BED MLDG. TO RECEIVE SIDING. NOTCH FRFr I/2"WALLBOARD I I TO ECEIIVIEZ 2 SIDING. NOTCH FRIEZE rncNEN Y.6 a°Ir."O.C. TO RECEIVE SIDING. Q RI9.INSULATION 1/2"PLY.SHEATHING TYVEK WRAP OR EQUAL - 3/4"T/G Ob15 SIDING NAILED a GLUED. - - _2XI0'e w 16"O.0 EAVE#I EAYEDEt AILS EAY EAYERi9 INSUL, EAYE DETAILS 3 EAYE DETAILS BASEMENT 4"CONC..SLAB CROSS SECTION (E) RIDGE VENT 2XIO RAFTERS m 16'O.G. 18".LVL's 1/2"PLY,SHEATHING - 2XIO RAFTERS m "O.G. WITH STRAPS... 15"ASPHALT PAPER 1/2"PLY.6HEAT16HING I RIDGE VENT - 151 ASPHALT PAPER ASPHALT SHINGLES 2X12 RIDGE. - ASPHALT SHINGLES 1�RIDGE XIO s G,J,m 16'.O.G. - - - - SIDING 2-2XI0'e RIDGEI' � R38 INSUL: - IX3 STRAPPING 2XIO RAFTERS o 16"O.C. V2"WALLBOARD - - - 1/2"PLY.SHEATHING 15°ASPHALT PAPER 1 BEDROOM-3, TYVEK OR EQUAL � � IQ - R38 1NSUL. - I p ASPHALT SHNGLES 1/2"SHEATHING \t .IX3 9TRAPPI G 1 /I/2" 3 R"T/G OSB WA A 'La LLBO D f NAI e �J LED. GLUED./ I LED. -' - - ............ If 11 H 11 11 1 -�--- Q _in •" R38 JNSUL. 2X8's C.J.0 16"O.C. - - - ... IX3 STRAPPING < `LEAD FLASHING SHINGLE STARTER 1/2"WALLBOA D KITCHEN DINING ••• •' 5/8"F.C.WALLBOARD "�IX2 AZEK COARSE 2X6's m V 0, AREA AREA I" r II GUT m 15" ° " �2X6 P.T.SILL - RI9 INSULATION ......... ..... 5/8"F.C.WALLBOARD SILL SEALER . ep.NeDRaI.. cameDRnL IF., 1/2"PLY.SHEATHI2X6's m I6"O.C. G - 1..... GARAGE 7 - I X8 BRD, n " TYVEY.WRAP OR EQUAL ,,, RI9 INSULATION '° -OPTIONAL 2-°5 ROD 51D1 G _ 3/4"T/G O6B ,,,,,,,,,,,, 1/2"PLY,SHEATHING + • TOP RING 2"-CLE NAILED a GLUED. TYVEK WRAP OR EQUAL ° AR r.,,-...,... <. ••"d•0 �5/8"X12"ANCHOR 2XI0'e m I6"O.C.—<-• - v—2XI0's m 16"O GC. SIDING BOLTS. i. i. T i / III. 3.2XI2's GIRDER- • f .. -.__ - .,�_ 3-1/2"CONC.FILLED '%�/%/% r .;,'r,'////�'/ /'/ /%%/ r : do •o d•o IM / r LOLLY COLUMN. Iv�f^t �.ih dL ! E. Q •r%• BASEMENT 0 t� i•L. �t.•,fit / / /�:/ /'/��/' % l i /�r j// �i� % SILL a"CONC.SLAB / r %/ /// % ;// ` WATER TABLE DETAILS «� SILL DETAILS yc:;.,`'�Gr v F��%''��.r�'�,Gvl��' r' i` //% rr `•r'r /r .'i�/ ;//v •% /` % `"'�.c, •.fig T`cj`.`� N' I :/',', // . ' 4 r,AIA CROSS SECTION: (F) k BUILDER JOB ADDRESS - DESIGN - _ // n � n���j DATE REVISION DRAWN BYPAGE SCALE g� y1•� BAYBERRY BUILDING CO, RANCH/CAPE HOME l�/wC. 'JaNOMl�DESICIU VC%o�'O iI �� Z%selans 4-21-IO # JB °jLOF 1 1/4"-1'.0" IV fU PURONA&C OR DRAWINGS LEAvES PURCHASER RESPONSIOLE FOR COMPLIANCE WITH ALL Ol E%ACT WE AND REINFORCEMENT OG ALL CONCRETE FOOTINGO f!I ALL FOOTNGE BuiLl.EMEND OGLOUI FROGTLwE vERIR DEPIN. L I LOCAL DUIIONG CODE! 'O ORONANO F JR DEEK.N6 MAY NO N. HELD REEP01.'81BLE MUST OE DEOF"NED OY LCCAL SOIL GONDIf1pN9 AND ACCEPTADLE IAj VERIFY 07RVCTURAL RETIMTS FOR DEOIGN I size p,o.Cox lAr (rjpgJ"494_g594 ZZZZ/ FOR°NC CONDITIONS OR'OR TUC WC OF TNEpC ORAWNG9 WRING COIW TRUCTION. PRACTfCIO OF CONT,TRUCIION.vERIFY D261G14 WIIN LOCAL ENGINUM —LOCAL ENGNEER AND e-DING CFFICIALG. mr.,pAR•vJ r/ s 1 ♦IT %�.�' �♦ - -..- I FULL HEIGHT SHEATHING=0'-112"I 1 fi••fr �, �� ACTUAL SHEATHING.�'�q /�/ :.\♦�, (Min.Re ulred_0_90 I 12'-0" = y.6 q'_2" rLENG EDGE A _ "\ RATIO 1.00 TH=J„ZQ'—_—•, FULL HEIGHT SHEATHING- %'',•%/+ J FIELD NAILING-_Jj_O.0 / ACTUALSHE THING=�9_Z .._ (Min. Requtred��%) I \�\.� ♦�'`'.�\\ -- i 23 2-4° q•_p= 2�6= `... I RATIO- 100 \` :• �'+'�� SHEA li'` ♦,�� I EDGE MAILING= _O.C. ';,/ .\'\\, ,`,♦� 6HEAR SHEA _ �� FIELD NAILING=leO.C. i% I• ♦*�\.. ,\N,'`�� WALL — _ WALL WALL \\ .L--•---------•-I EEB Icb eNSA a _ wA I u — [ 1( I _ i I — I. I 6 1-1 U. �a O SH A 00 5- 8n E R.' - 1 '34;1 11 6'-815" �. 16•_g1, ' HEA .. 20'-��1. 1 3_3,� (. WALL ::SALL ,WALL LENGTH= , I•-• •I ! Mm -WALL LENGTH°30'-21/2' AGTUALFULL ISHEATHINGGHT HI� -q I SHEAR WALL I FULL HEIGHT SHEATHING= 9_II"I _ (Min. SHEA ed_3-5o}; ACTUAL SHEATHING=-35�. - p (Min.Required %) B'-Bh RATIO. LOO �I\ONTELEVATION I RATIO. 1.00 I 6-Oo EDGE NAILINGq�"O.G. I SHEAR SHEAR SHEAR SHEAR FIELD NAILING- I2„O.G. - I EDGE NAILING= 4".O.C. I \ WALL .WALL WALL FIELD NAILING. IB'-O"L WALL WALL LEGHT SWEAT rWALL LENGTH=2Y-8 I/2" FULL HEIGHT SHEATHING=12'-0"I SHEAR WALL I FULL HEIGHT SHEATHING-5y-'.0 IT, ACTUAL SHEATHING=�,(z% (Min.Required k. TO I /� ACTUAL SHEATHING=�-% RATIO-I.np: REAR ELEVATION �I.[RATIO- Required.3�°6) � EDGE NAILING- 6"O.C. I RATIO= Lnp (EDGE NAILING=�f'_0.0. ' - FIELD NAILING- ...C- FIELD NAILING=J2_O.C. - L — — — — — — -) L — -----•—•—-- - I ..._. 1. 0 - 41. ,-0,1 rWALL LENGTH=14-••4—,—_1. HEA %21-__ SHEAR [FULL HEIGHT SHEATHING-6'-0u I �`�/`\♦ _ ALL �•�\\; \ WALL ACTUAL 6HEATHING=�_Se . r,: \\ \. \ � (Min Re ulred q) I q �"�_ - u %i `'`♦. - —-- //'• \\. \�_ I EDGE NAIOL'NG�u O.C. ♦\: LFIELD•NAILING 'I �ill L'L--L--J• %/ - K - i.' • 6HEAR. SWEAR:: 2--3= - 5'-L. 4'0 WALL WALL' - • ' �•-• ` . 111111 - I_4,_211 �._�q - bNEAR SHEAR SHEAR - .. .. .. . _ WALL ip•-p" WALL —WALL SHEAR 6HEAR SHEAR 44'-O" WALL WALL WALL _ _ WALL LENGTH= 10• , rWALL LENGTH-44'.0-�'—•, _ FULL HEIGHT SHEATHING='1'-4" I �+SHEAR R WALL ( I.FULL HEIC--HT SHEATHING.16'-4 ACTUAL equine ING•��W, - J f1t .ACTUAL SHEATHING=- 36 a J'- I. '�= 5'-2" 3'-2"I (Min.Required I 6 SHEAR SHEAR RATIO= I.00 ���rELEVATION I fMln. Roqulred,�5e) I. l SHEAR SHEAR HEAR SHEAR EDGE NAILING=_lzO.C. I. RATIO. I-00 tr r - WALL WALL y1•-p" WALL WALL 24'_p•' WALL WALL FIELD NAILING• I EDGE NAILING•6"O.C. E`e_ L - J2=0.G. _ FIELD NAILING= I r �1,, rWALL LENGTH=1 '—•--, r•—•----- -�—�-� L •J JZO C `- .I'•i I FULL HEIGHT SHEATHING. - WALL LENGTH I I FULL HEIGHT SHEATHING=IO'-2�/4" ACTUAL 5HEATHING°-72-%�, - SNEAK WALL ACTUAL SHEATHING°_•L9a f I (Min.Re ulred �) q - 1. I. lMln.Requlred� eY I RAT1O0 1.00 RfC�NT ELEVATION RATIO- 1.00 EDGE NAILINGn�O.C. I I EDGE NAILING= 6"O.C. L,;.<<•�, ..-'�•/�;./'. •FIELD NAILING=-12_O.C. FIELD NAILING--If kh BUILDER JOB ADDRESS DESIGN BAYBERRY BUILDING CO, DATE REVISION DRAWN BY PAGE SCALE t t''� RANCH/CAPE HOME �'Joc✓J b�ll�l� 1/v�ol�©� 4-2-1-10 a JB a �--✓ 'flea - - till,FU PURCNA6E OF DRAWIN66 LEAVII6 PUR6NASER RUPONSIBLE FOR COMPLIANCE WITN ALL 12)6NACT ME AND RCINFORCVWNT OF ALL CONCAM FOOTING6 16)ALL FOOTIN66 6NALL E CND OELOW FROSILIN6 VERIFY OCPTN. I- -LOCAL BUILDING CODES AND MOINANCE6.JB 0661GNS MAY NOT 06 N6LD REBPON61BLR -67 BE DETERMLVED 0Y LCCAL 601E CONwoN6 AND ACCEPTADLE ")VERFY STRUCTURAL ELEMENI6 FOR OM*.161ZR 1.0,OOX b6 FOR 611E 6ONDITION6 OR FOR TNC USE OF 1N9S6 ORAWNGS DURING CONSTRUCT'ON. PRACIW66 OF CONSTRUCTION.VERIFY DESIGN WITN LOCAL 6N61NEER. W111 LOCAL EKONEER AND BULDING CFFICIA0. USMI O<RN6TADLE MA 11,5pgJ 494-9$34 OY.liO f