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HomeMy WebLinkAbout0319 LAKE ELIZABETH DRIVE ,r, -- .� � �� ,, �.. �, ., ;. �, -, � ..� ., ,.. .. „. � ,. ,. � _ � ,,. i _ u 0 ,,`. 0 ..... i _ �. i :. _ .: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map Parcel Applicatio # F�t'Date Issued Health'Division -Application Fee Conservation Division Planning;Dept'. Permit Fee, Date Definitive Plan'Approved pproved by Planning Board . ..... Historic - OKH Preservation Hyannis Project Street Address 41 Village J Owner Address �3 t '�) wn r -42 S' Telephone Permit Request 4& rq,-1 7 _4L2",!J oa e9 i V_Nin e L-6-=n d hed rzn on Square feet: 1 st floor: existing ZAff L&roposed f 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater.Overlay Project Valuation 00: Co ristruction Type Lot Size ; Grandfathered: Ll Yes Ll No If yes, attach supporting documentation. Dwelling Type: Single Family rd Two Family LJ Multi-Family (# units) Age of Existing Structure Zf4?6,"Historic House: L3 Yes LiKo On Old King's Highway: LJ Yes U No Basement Type: 3,1!5u'll Ll Crawl U-<alkout Ll Other Basement Finished Area (sq.ft.), Basement Unfinished Area (sq.ft) Number of Baths: Full: existing: f new Half: existing new Number of Bedrooms: 3? existing aew Total Room Count (not including baths): existing J new O First Floor Room Count Heat Type and Fuel: Ll Gas LJ Oil Btl-ectric Ll Other Central Air: L1 Yes &<o Fireplaces: Existing 6 New CJ Existing wood/coal stove: LJ Yes W101- Detached garage: L1 existing U new size Pool: D existing Ll new size Barn: LJ existing Wnew-size Attached garage: LJ existing 21nnew size Shed: awisting J4& size Other: ca Zoning Board of Appeals Authorization LJ Appeal # Recorded J Commercial LJ Yes LJ No If yes, site plan review# Current Use Proposed,Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number 2-7 Address 't License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO f gl-o S1GNATURE,-- n IZZ DATE -7 L r FOR OFFICIAL USE ONLY a APPLICATION# ' DATE ISSUED I_ MAP/PARCEL NO. { r , ADDRESS VILLAGE r - OWNER s DATE OF INSPECTION: I FOUNDATION C FRAME ZU1 T° mA r INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL 4 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations' 600 Washington Street Boston, MA 02111 �Y www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers -A licant Information - Please Print Le ibl Name (Business/Organization/Individual): 4,a_X Y� _ �i Address City/State/Zip: eyt, Iait G �►�k 9-7 Are you an employer? Check the appropriate box-.b,ox:r.-� Type of project(required): 1.❑ I am a employer with 4�1�y-aygeneral contractor and I 6. ❑New construction employees(full and/or part-timo). * have hired the sub-contractors 2. I am a'soleproprietor or'parfrler-' listed on the'attached sheet. T. Remodeling ship and have no employees These sub-contractors have 8. '[]Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers'-comp.-insurance comp.insurance.# 5. We arc a corporation and its 10.❑Electrical repairs or additions required.] � * ' 3.❑ 1 am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions myself. [No workers' comp. right 6f exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employers,they must provide their workers'comp.policy number. Iam an employer that is providing workers compensation,insurance for my employees Below is the policy andjob site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a,copy of the workers' compensation policy declaration page(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 tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine,. of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do here c fffy and the pains and ies of perjury that the information provided above is true and correc4 -7 S j -� /� Date: i ! G — IL Phone, #: Official use only. Do not write in this area, lb be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health '2.Building Department 3:City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Ins' ftucti®ns Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." 4 ' An employer is defined as"an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the ns to do maintenance, construction or repair work on such dwelling house dwelling house of another who employs perso of on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for,the performance of public work unto acceptable evidence of compliance,%Zth the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contkactor(s)name(s),.address(es)and.phone number(s) along with their certificates)of insurance. Limited Liability Companies.(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance:coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials .Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be.sure to fill in the permitllicense number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in - (city or town).".A copy of the affidavit.that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where'a home owner or citizen is obtaining a license or permit not related io any business or commercial venture (i.e. a dog license of permit to bdm leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Iztvestigatlans. 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-774.9 Revised 11-22-06 www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE,, AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 cM-R61.00) ` Site Address: Applicant N �� 1^ ame: g v print Town: Applicant Phone: ����' 3 4o^1 G 2- Applicant Signat,re: Date of Application: NSTRU NEW CO I choose ONE of the following two'o Lions 780 CMR TABLE.6107.1 . PRESCRIPTi1E EN- ELOPE COMPONENT CRITERIA. FOR NEW ONE- AND TWO-FAMILY BUILDINGS hCkx1MLjM 'MINIMUM Ceiling or Slab Basement Option 1: Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value wall R-Value AFUE HSFF SEBI • R-Value a R-Value nd De th National Applianec•Encrgy 3 5 R-3 8 R-19 R=19 R-10 R-10, Cons crvatioh Act(NAECA)of 4 ft. 1997 as amendcd,minimums or catcr as applicablc Note: This form is not required if you choose either of the two versions of RES check as listed below. Option 2: RES check Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at http•//www.cnnrgycodes.goy/resr-heck/ "DIT OlVS:OR:AT.T�RATWNNS.TO EXISTING UI�DINGS.OVER 5 FEARS OLD.* ; *�3uildiags under 5 years old must use option#1 or 42 in New Construction section above. Complete the following formula to determine the %o of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b _ a) SF 100 x — — % of glazing (b) Glazing area equals SF b a If lazin is-`40%.use the chart below. • . If lazing is > 40 % rocee;d to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL.BT MMIGS MAXIMUM • MINIMUM Ceiling and Slab Perimeter Fenestration Exposed floors 'Wall Floor Basement Wall R-value U-factor R-Value R-Value R-value R-Value and De th .39 R-37 a R-13 • R-19 R-10 R-10, 4 feet a R-30 ceiling in maybe used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e, not com ressed over exterior walls, and including any access openings). ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the total Eglazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information.Form found in Appendix 120T �tt,l_r� • Town of Barnstable o , Regulatory Services Thomas F. Geiler,Director i BAMSTABLE, ' .. KA_Qa 94, 0,19, Building Division ATFD �A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 10B LOCATION: �J number / treet village "HOMEOWNER": I liY ce- 5 �`1 />k 3IJ F— ZC�6 name J� �' home phone# work phone# CURRENT MAILING ADDRESS: U 3 l�-7 `Z city/t n state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109,1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department mum inspection procedures and requirements and that he/she will comply with said procedures and equ ements. igna a of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states-that: '.'Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 1,09.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly . when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a formIcerti fi cation for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC f� �YHE„ ti Town of Barnstable Regulatory Services sa MAM Thomas F. Geiler,Director 26.39. �`�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMIS SION J l ® DATE(MMIDDIYYYY) A CERTIFICATE OF LIABILITY INSURANCE 6/12/09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Chagnon Insurance Agency, Inca ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 355 - HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 411 Route 28 West Yarmouth, MA 02673 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Scottsdale Insurance e Edward J. Lewis -INSURER B: Liberty Mutual- DBA QE Construction * INSURERC: PO BOX 1272 INSURERD: Dennis port, MA 02639 INSURERE COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTO THE INSURED NAMEDABOVE 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BYPAIDCLAIMS. INSR ADD'L POLICY NUMBER POLICY EFFECTIVE POUCY EXPIRATION DATE(MWDDIYYM DATE(MM/DUffYYYL LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 /10/09PRMSeaouA MERCIAL GENERAL LIABILITY CLS1416532 9/10/08 TO RENTED $ 100,000 A CLAIMS MADE Fx�OCCUR MED DP(Anyone person) . +$ 51000 PERSO NA L&ADV I NJU RY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 G E N'L AG GRE GATE L IMI T APP LIE S PE R PRODUCTS-ODMP/OPAGG $ 1,000,000 POLICY PRO- LOC AUTOMOBILE LIABI UTY COMBINED SINGLE LIMIT $ ANY A UTO (Ea accident)r. ALL O WNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person)) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY -AUTO ONLY-EA ACCIDENT $ ANYAUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY y EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION X WCSTATU- OTH- AND EMPLOYERS'LIABILITY - - B ANY PROPRIETORiPARTNER/EXECUTWE YIN WC31S338005-0028 .9/9/08 9/9/09 E.LEACHACCIDENT $ 100,000 OFFICER/MEMBEREXCLUDED? (Mandatory in NH) "E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $. 500,000 OTHER ; DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BYE NOORS EMENT I SPECIAL PROVISIONS Residential Carpentry, 1 & 2 family homes & private garages not more than 3 stories in height EXCLUDES roofing CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFT HE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Jum Peterson NOTICE TO THE CE OEBER NAMED TO TH ,ABUT LURE TO DO SO SHALL T Lake Elizabeth Drive IMPOSE NO OB NY, N� TITS OR Centerville, MA 02632 REPRESENTA AUTHORIZED ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks,of ACORD r 06/15/2009 15:25 7816413223 PAGE 01/01 A RD CERTIFICATE OF LIABILITY INSURANCE °sA"i15i o°o PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Shannon, Francis Quinn Insurance"'A en ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE g oy, HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 223 Massachusetts Ave. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW; Arlington MA 02474 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Vermont Mutual Ins. CO, 26018 NO 1 FOUNDATIONS STEVEN BELAZ(MR INSURER g;Arbella Protection Ins. 41360 1141 OLD STAGE ROAD INSURERC:Mass. Workers Com . 1NSVR R D, CENTERVILLE MA 02632-2052 •INSURERE: OVERAQU THE POLICIES OF INSURANCE 1-19TED 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 POUCIES DESCRIBED, HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. HIM kTE LIM116,ISHO-M MAY HAVE BEE 4 REDUCED BY PAID CLAIMS, INSR AOD'IN2R TYPE ON INSURANCE POLICY NUMBER PDATB MMFDDTIVfi PDATTE MMPIOD TION Lim TB OENERAL UAMLITY EACH OCCURRI51NICE g 1,000,000 DAMAGE TO RENTED COMMERCIALGENERA4LIABILITY 50,000 A CLAIMS MADE ❑OCCUR SP17034414 6/14/2009 6/14/2010 MED EXP An one rson $ 5,00() PERSONAL INJURY 5 1,000,000 $ 2,000,000 GEMLAGGREGATE LIMIT APPLIESPER: 'n g 2,000,000 FrT x PRO AUTOMOBILE LIABILITY - - ANY AUTO (EdCO BIN D SINGLE LIMIT S 1,000,000 8 ALL OWNED AUTOS 9537540,0001 ,7/2F/2008 7/2/2009 BODILYINJVRY X SCHEDULED AUTOS (Per person) 8 HIRED AUTOS BODILY INJURY S NON-0SMNED AUTOS (Per accident) PROPERTY DAMAGE S (Per eccldenl) GARAGE LIABILITY AUTO ONLY-EAACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY, G ECCESSIUMBRE.LA LIABILITY OCCUR, CLAIMS MADE AGGREGATE $ DEDUCTIBLE S C WORKERS COMPENSATION AND _ - STATU• O EMPLOYE&LUUBIUTY - � � - - _ �" ANY PROPRIETOWPARTNER=ECUTIVI EACH AC IDENT S 500,000 OFFICERIMEMSEREXCLUDED? VWC6002932012009 2/4/2009 2/4/2010 E.L.DISEASE-EA EMPLOYEE$ 500,000 It yea,describe under -SRFXJA IONS below E DISEASE-FOLIC LM S 500,000 OTHER OFACRIPTION OFOPE UMONsILOCATIONSNEMICLESIEXCLUSIONSADDED BY ENDORGEMINTISPECULLPROMSION8 CERTIFICATE HOLDER CANCELLATION ' (5O9)398-7B7B - 4. 9MOULD ANY OF THR AOOttr DESCRIBED POLICIES BE CANCELLED.BEFORE THE James K Peterson fixP1RAT10N OATS THEREOF, THE 199U1N0 INSURER WILL ENDEAVOR TO MAIL Ruthann10 DAYS WRITTEN NOTICE TO THE CE"IFICATE HOLDER NAM®TO THE LEFT,BUT P.0 Sox 671 want HyarLnisport, MA 02672 FAILURE TO DO W SHALL IMPOSE NO OBLIOATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AOE1418 OR REPRESENTATIVES, AUTHORIZED REPRESENTATIV ACORD 26(2001100) - fi -'e ®ACORD.CORPORATION 1998 um n�a.............. T'. 5 kg LAVA AWC Guide to {Vood Constrar.ctiou itr Hii}h I41irrd,111•ecrs: .1101:1p/1 l'Vilul Zone Massachusetts Qleddist i01- (-lolilp�Iiaiice (780 (:,,)-'f.R 53()1:2.1.1)' /Zc2 .JET DMA Men— PC—F-- A-21 OeF' T7f€ U'c Rltv'7kc �.C1 Check de.'-- '(}FtS �I' -lS(, r—ba& At4. stfowm Compliance 1.1 SCOPE 'nJ2 (A-51 C11't 110hp14 eff-�, t ip�� E lti+cwD L� i�+c Rch..�S, Wind Speed(3-sec.gust)....... .... . 110 mph Wind Exposure Category 0' ......... ..................:...... ....................... ............B P g ry.................................................. . Wind Exposure Category................Engineering Required For Entire Project ....... ...............................C 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a sto ) stories s 2 stories RoofPitch ..............................:...... ..........(Fig 2) ...................... .............I...... s 12:12 MeanRoof Height ...............................................................(Fig 2)...................... .........................._ft _<33' Building Width, W ............................................................. (Fig 3)................... •• — ft :580' Building Length, L ..............................................................(Fig 3 4)....................., .........................:— ft s 80' Building Aspect Ratio (L/W) ........................................... (Fig )......,.......................................... :5 3:1 Nominal Height of Tallest Opening .............................:.....(Fig 4)........................ ....................... . :5 6:8: 1.3 FRAMING CONNECTIONS �7Zw3 C General compliance with framing connections....................(Table 2).............:...... SIG 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete................................................................ . ........................................... ............. Concrete Masonry ................................................... 2.2 ANCHORAGE TO FOUNDATION1'3, 5/8"Anchor Bolts;imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general .........................:..............:.(Table 4)............................................... in. Bolt Spacing from end/joint of plate .............................(Fig 5)..................:................. in. s 6"-.12", Bolt Embedment-concrete.........................................(Fig 5)...................I.............................._in. >7" Bolt Embedment-mason (Fig 5 ............................ in.>_ 15" PlateWasher................................................................(Fig 5)..............................................> 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension....:............. ...... . .......(Fig 6).............................................I......_ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6).............................. ........ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig.7)...................................................._ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls.or Shearwall................(Fig 8)......................................................_ft <_d Floor.Bracing at Endwalls....................................................(Fig 0)................................................................... Floor Sheathing Type (per 780 CMR Chapter 55)................................... Floor Sheathing Thickness ..........:...............................::.....(per 780 CMR Chapter 55).....I................. in. ; Floor Sheathing Fastening..................................................(Table 2).._d nails at in edge/—in field I i 4.1 WALLS Wall Height (Fig 10 and Table 5 ....—ft :5 10, • Loadbearing walls..........:.............................................( 9 )...,................... Non-Loadbearing walls..,..............I.............I.........I......(Fig 10 and Table 5)...........................—ft s.20' Wall Stud S pacing :.............................(Fig 10 and Table 5)...................—in. 5 24".o.c. P g ...I......... . WallStory Offsets ..............................:.......................(Figs 7&8)............................................_ft <d 4.2 EXTERIOR WALLS' ' Wood Studs Loadbearing walls...........................................:............(Table 5}...............................2x_-—ft_in. T Non-Loadbearing walls.................................................(Table 5)..............................2x_-_ft_in. Gable End Wall Bracing Full Height Endwall Studs..........................................:.(Fig 10)..........:..............................................:....... WSP Attic Floor Length..................:....... (Fig 11)............................................ ft zW/3 'Gypsum Ceiling Length(if WSP not used)....:......... ft>-0.9W (Fig 11)............................................_ and 2,x 4 Continuous Lateral Brace.@ 6 ft. o.c. .. (Fig 11).....................................................I....... or 1 x 3 ceiling furring strips @ 16 spacing min. with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length .....................................:..................(Fig 13 and Table 6)...............I....................._ft Solice Connection (no. of 16d common nails)...............(Table 6)......................................................... AFTC Gidde to Flood Coilstrflction i:l High !.Hind Aiwas: 110 niph Hlh-id Zone `+ N/ITi1SSIC11uSettS .ClIeC.IC.IiSt f01- C0111j)W111Ce (780 C(IlIR-5301.2.1.1)1 Loadbearing,Wall Connection a Lateral(no. of 16d'comm s on nails):.:................................(Tables'7)........................................`.........:'... Non-Loadbearing Wall Connections.' Lateral(no. of,16d'common nails).+.::.r...:.,........... .'(Table 8) ............................. ........... . Loadbearing Wall Openings (record largest opening but check-all openings for'compliance' to Table'9) Header Spans ........................................................(Table 9)......................:........... - ft_in. s I V Sill Plate Spans ........................................................(Table 9).................................._ft_in.5 11' Full Height Studs (no. of studs)....................................(Table 9)......................................,......... Non-Load Bearing Wall Openings (record•largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).............I..............,....:—.ft—in. Sill Plate Spans.... .....................I.................................(Table 9).................................. ft_in. 5 12" Full Height Studs (no. of studs)....................................(Table 9).................................... ...... ..... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously . Minimum Building Dimension, W Nominal Height of Tallest Opening2 ..............................................................................._s 6'8" SheathingType..............................................(note 4)..................................................... Edge Nail Spacing..........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing:..........`...............................(Table 10)................................................. in. Shear Connection (no. of 16d common nails)(Table 10)......................................I................_ Percent Full Height Sheathing...................:...(Table 10).................................................... 5%Additional Sheathing for Wall-with Opening > 6'8"(Design Concepts).,.................. Maximum Building Dimension,;L Nominal Height of Tallest Opening2.........................................................................._5 6'8 SheathingType..............................................(note 4)....:........................................,....... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing.......................................:..(Table 11).................,................................ in. Shear Connection (no. of 16d common nails)(Table 11)........................................................— Percent Full-Height Sheathing........................(Table 11)..................................................... % 5%Additional Sheathing for Wall with Opening> 68"(Design Concepts).................... Wall Cladding Rated for Wind Speed?.......:.... 5A ROOFS Roof framing member spans checked?.......:................(For Rafters use AWC Span Tool, see BBRS Website) " Roof Overhang ...................................................(Figure 19) ............. ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary.Connectors Uplift................................................ Table 12 ......:..................................... - pif Lateral.............................................(Table 12).............................................L= plf Shear............................:'..................(Table 12)............................................S= Of . Ridge Strap Connections, if collar ties not used per page 21... (Table 13)............................... T= pff Gable Rake Outlooker...........................................(Figure 20) ..............—ft s smaller of 2'or L/2 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift....................:. : ........(Table 14)............................................U= lb. Lateral(no. of 16d common nails)...(Table 14)........:..............................L= . lb. Roof Sheathing Type................:.:................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness.....................................:..... .............................................._in. ?7/16"WSP Roof Sheathing Fastening............................................(Table 2)...................... _ Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR-5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the.WFCM 110 mph Guide:. a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing -'requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 1 A I—VC Guide to H"Ood.ConsYtruction in Ri,lh IYirld;(revs: 110 /.nph 1•11iird Zoize cI� se.tts Chcemist for Compliance (780 CltlZ 5301.21:1)' Massa 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16" and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. Iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to.band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered 3t 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition—required if project is 1 mile or closer to shore (generally, south of Rte. 28 or north of Rte. 6) b)vertical addition—not required unless there is extensive renovation to the first floor c) replacement windows—needs energy conservation compliance only(chap 93) 6. Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. / •-WHEN Tlg2 EDGE RESTS ON FR W ING USE W NAILS AT 6-6 II 11 tu 1.1 1 11 t 11 11 11 1 1 �U' O I 1 1 i IL 11 11 N 1 1 t, II V !I I{ X 1 f I I y ii I a i i ri C7 d I I w i i f I FRAMING MEMBERS I I W I I I t 1 I f EDGE.EJTPRMEDIATE I 1 1 1 1 1 1 LI LI F' I 1 l 1 I 1 1 i MI. . I1 Q ii ii kl / It _ N I 1 3- STAGGERED DOUBLE:EDGE ice', NAIL PATIFERN PANEL NAILSPACM 1 , PANEL_ `I �v� PAWL EDGE -Q! DOUBLE"LEDGE SPAGYIG DEAL See Detail on Next Page Uetall Vertical and Horizontal Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment .I . A8SE550R S MAP: 227 GENERAL NOTES: LOCUS ; ape Bea°h P <3CEL: 10 } d�Ca REFERENCE: PL. BK. 118 PG. 3 .... . 1. VERTICAL DATUM:, Assumed o : 2. MUNICIPAL WATER NOT AVAILABLE._ . FLOOD ZONE. B & C:Town Of Barnstable. ; 3. SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT'SYSTEM #250Q01 0008.D (7/2/92) UNLESS:OTHERWISE NOTED. N 4. ALL PRECAST UNITSTO.CONFORM,TO w eth f AASHTO: H-10&20 PIPE PITCH-114"PER FOOT UNLESS OTHERWISE NOTED:'' a 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA_ Craigville e - CO ac Road ENVIR. CODE (TITLE V)AND LOCAL REGULATIONS. LOCUS MAP.N.T.S. 7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO ,,' m CONSTRUCTION. J a LEGEND: PROPOSED CONTOUR. _ 99 PROPOSED SPOT GRADE j Lot 1 40 EXISTING CONTOUR I, 11,831t S.F. - 30.23— EXISTING SPOT GRADE t 0.27t AC: Map 227 '> �. TEST PIT S' 106,24 °4(/ Parcel 10 `s8° X 06 J ® EXISTING WATER SERVICE e S 0 O 109,25 j'108 7395 �,F oX WORK LIMIT LINE <' °p g04 oj� I i _ IAOFAfASS,�� 9 9 107.36 s qy i Existinq Tank i102 101.37. Aiflf ®� TEf1 Y Gs� to Remain I, VON HONE o A N #319 #1068 WARNER 9 Q,� No.38721 ��n _ TOF=112.74 stone r' 1 UJ,_b (Assumed) 101.39 Benchmark Set. aile �� ;\ PK Naifset in Road 0 . zDeck..,. 1 0,72 IP/F ND d� 1 101,40 EL 100.00 (Assumed) 1 �Ir -J T X X �� '� 10' 10 - ... 10 , 110,30 i i l 5�°r0 ` 52' r� -5 . loa --� 104 40 �e \ 00.0 . NOTE: This plan is�to.be used for septic 10�,q�7 �-_ 0 105,350`3 �\\L7AKIi �w system purposes only and is not to be .,X 20' �r �. 100,92 -�s �. ♦ considered a property line survey. ?4, 103,96 �5h\ �01.` H2 �A. loo , I`4o, — ;o�oo .� 319 LAKE ELIZABETH DR:, BARNSTABLE, MA 99.56 1SSo„ --� ��� O� 1C , '4 18 __,� VH/� . NOTE: Removal of unsuitable 99.05 \� `\ L2 4 , ?` n� I; PREPARED FOR: associates Douglas Brown soils (Fill, A;E;B.horizons).5' �. �4.3 'y �`� ^ . I00, X SEPTIC SYSTEM DESIGNS around and below leach facility \ , _ and _ 98.84 10 . Ston �9,66 `V . 320 Cotuit Road James 10, ` �� �� Drp/e �V: Sandwich,MA02563 K. Peterson to an approximate depth of 54". Replace with clean fill per Title -� ; Jo0 -_ X 1� 1 abp 508.833.0041 P.O. Box 671 V specifications. __ West Hyannisport x 100.47 99:55 ��' ;�MA 02672 -9 7 9 9,3 9 surveying by; 40 ml Polyvinyl Liner For Breakout UP Terry A. Wamer.'P.L.S. EL: 100.0. Bottom EL. 98.o 99.28 Na��h, MA Road- Topng 5 DATE REVISED SCALE HEET NO.. Scale: 1"= 20' - c5l>8) 432 8309 07/25/07 �; ti Y r i {}�. i / # f -..- �. t � ,., __ ' / 1 / ` E� c ' i `°• _ � s '� � , � rx THIS DETAIL PTO REPLACE THE STHD14 -STRAPS a FROM THE F P R MISSING _ O�JNDATION ,_ E APA-WOOD _ NARROW WALL FRAMING TECHN10UE � r. a PS H SIM ON HTT5 HOLD DOWN �W Y TITEN HDSCREWANCHOR tr r{ h SET W/EPDXY ' 14 ' • m o U r a s I NA , n x t _ { ` SILL PLA144ANCHOR B ' d ' a Q L_L_L_ EXPANDED _ GARAGE r . o Z 4s 2x6 WALL a _ _ n - .. r' Q � A4 4 k - - y + - sk P. i C'HOLD DOWN ++ � N a+ wolf x T0"O DOOR W/WINDOWS up PLAN VIEW ELEVATION VIEW A: W�. CONC. T _/ LINE OF WINDOW ..` .• i 6 APRON ABOVE' NOTES, ! nwnm r 1. BUILT-UPTOGETHER INSTALL SIMPSON HTT5 HOLD DOWN ;, C2)R�IWS tIF 16d CO.I62;x. 3 5') NAILS ATb' O.0 FOR H AT BOTH FRONT CORNERS A4 t N ., _ ZND STORY SHEARWALLS. r-- ol O rZ HOLD - DOW4 DETAIL (ADDITION) O Q u O -- GARAGE PLAN NOTES: a} c 1, FOLLOW ALL SIMPSON INSTALLATION REQUIREMENTS 2. DRILL HOLE IN FOUNDATION FOR A 5/8" DIA. BOLT & INSTALL SCALE- WITH EPDXY PER SIMPSON REQUIREMENTS a /4" 1'-0" 3. THE SPECIFIED HOLD DOWN TENSION LOADS ARE EQUIVALENT DATE TO THE MISSING STHD14 STRAPS .7/24/09 1 D WQ. NO..: ` w v u . I O aEXIST. EXIST. (� BEDROOM #3 .El HALL N © Q O N EXIST EXIST. — x + coLAUNDRY � U1WNo � (O = �-00 o o co Jo a EXIST. I O x X CLOS. � U � aw N F- XT) 0 N EXIST. EXIST. RUN SOLE OPENING APPLY W LIVING BEDROOM #1 I S DOOR OPENING&APPLY ADHESIVE OF UNDER THE WHOLE I C LOS. p © 2'8"x 6'8" WALL w EXIST. � U o o to EXIST. EXIST. J o ----------E-7--E�---- " EXIST. �'X30� ATTIC DN. I ACCESS GARAGE o L_ _ J b EXIST. FULL �° BASEMENT EXPANDED i BEDROOM #2 ANDERSEN Z w z TW 2642 b �� II N 0 ANDERSEN C 4 f✓ II o TW 2642 it pQ Q M�� -----�—-- -- BY t'j, A4 b 4 a IIIII L- L I` L_ EXPANDED GARAGE b 5o Q ANDERSEN r o A 45-3042-18 . . • B B 5'S' A4 5 6„ A4 4 J (ADDITION) r T 8'0"x T(Y'011. DOOR W/WINDOWS CONC LINE OF WINDOW FIRST FLOOR PLAN PRON ` ` ` ABOVE ` O A �60 LEGEND: E-.., N NOTES. ` = EXISTING WALLS ~ 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS CONSTRUCTION TO BE REMOVED w & DIMENSIONS IN THE FIELD �__� (ADDITION) NEW CONSTRUCTION 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, DETAILS, & FINISHES IN THE FIELD WITH OWNER © SMOKE DETECTOR GARAGEPLAN 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT CARBON MONOXIDE DETECTOR w FIRST FLOOR TO BE 6'-8" ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE, SEVENTH EDITION 5.) THIS ADDITION DOES NOT MEET ALL OF THE REQUIREMENTS OF THE WFCM 1.10 MPH `"J Cn EXPOSURE B GUIDE. THERFORE, ADDITIONAL STRAPS, HOLDOWNS, ETC. ARE SHOWN ON THIS PLAN. 6.) 110 MPH EXPOSURE B WIND ZONE, 1.00 ASPECT RATIO FOR NEW ADDITION ONLY SCALE : 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY 1/4" = F-0° 8.) ; THE NAILING SCHEDULE ON SHEET A4 TO BE FOLLOWED WITH NO EXCEPTIONS. 9.) SEE CERTIFIED PLOT PLAN DEVELOPED BY YANKEE SURVEY FOR ALL DATE DETAILS ON THE EXISTING PROPERTY THE DESIGNER SHALL BE NOTIFIED IF ANY 4/27/2009 ERRORS OR OMISSIONS ARE FOUND ON 10.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL THESE DRAWINGS PRIOR TO START OF SIMPSON COMPONENTS CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT DRAWING NO. : 11. ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS IN THESE DRAWINGS IF CONSTRUCTION ) COMMENCES WITHOUT NOTIFYING THE TO BE 3000 PSI DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE ON THE PROPERTY NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER.THESE DRAWINGS ARE PROTECTED UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. U W d" 12 0 NEW RAKE&TRIM BOARDS N N 9 TO MATCH EXIST. I4 AF �. TOP OF PLATE (W N O.-O NEW W.C.SHINGLE SIDING q TO MATCH EXISTING El ❑ cn NEW CORNER BOARDS TO MATCH EXIST. U FIRST FLOOR SUBFLOOR TOP OF PLATE Z E11:1E] i= ElD1:1 U El 1:1 Eo TOP OF SLAB W FRONT ELEVATION- CONT.RIDGE VENT w NEW ASPHALT SHINGLES 12 TO MATCH EXISTING EXIST. NEW FASCIA BOARDS TO MATCH EXIST, TOP OF PLATE w U FIRS FLOOR .. SUB LOOK TOP OF PLATE 12 EXIST. �!�1 Z p TOP OF PLATE X . w polio TOP DF SLAB www000 RIGHT SIDE ELEVATION FIRST FLOOR SCALE : SUBFLOOR TOP OF PLATE 1 1/4 — 1,_0„ - DATE Z 4/27/20019 DRAWING NO. : a LEFT SIDE ELEVATIO TOP OF SLAB z Q RI,O 7E] O N EXIST. EXIST. ��., � w rc-N LAUNDRY LAUNDRY o ►� a 00 0 o0 to Q � 'r' x o � U a �� w x N b z EXIST.GIRT _ -b Z _. _ _ _ — — — _ _ N X� — — — -. N z W x 1- LLl O o to J w.- O x' EXIST. EXIST. GARAGE GARAGE EXIST. FULL EXIST. FULL BASEMENT�+EMENT B A f`+EI►/IEAIT DRILL&PIN NEW FOUNDATION f'1ti7 /"" S M NN TO EXIST.FOUNDATION WALL TOP& b b 0 0 - I EXPANDED L-L- 1 _ I I EXPANDED - � I GARAGE .., GARAGE b O EXIST. STAIRS ( I p o ° ° o Fy o TO REMAIN ( I (PITCH 7 TO O.H.DOOR) I I � f' INSTALL 5/8 ANCHOR BOLTS AT 72 o.c.MAX. iv - N o W/SIMPSON BPS 5/8-3 BEARING PLATES p p p p PLACE BOLTS WITHIN 6'-15"OF EACH B ¢ B Q a B I I B DEPTH CORNER AND TO AS MINIMUM A4 4 b7 �.J..� in INSTALL 40 MIL MEMBRANE A4 ON EXTERIOR FOUNDATION P.T.2 x�SILL W/S ER � I I DROP TOP OF(FOUND. � I WALLS I AT O.H.DOOR I ° — ° CONC. -- ANCHOR BOLT DETAIL SIMPSON LSTA24 STRAP APRON PER FQRM'NO,TT-1008 NEW 8"CONCRETE APAWOOD PORTAL WALL FOUNDATION WALLS �„ FRAMING AT TOP& NEW 8"x 18" CONCRETE n N A BOTTOM OF WALL A A4 A4 GRADE FOOTINGS TO 4'0"BELOW '16 8'-6 ADDITION) (ADDITION) W W ANCHOR BOLT PLAN FOUNDATION PLAN- CIO INSTALL THREE FULL HEIGHT STUDS&TWO JACK INSTALL TWO FULL HEIGHT STUDS&TWO JACK STUD AT EACH SIDE OF ALL ROUGH OPENINGS STUD AT EACH SIDE OF ALL ROUGH OPENINGS J I1�1 ZZ'WINDOW SCALE : 2 x 6 WALL 2 x 6 WALL - 1/4 If _ 1 1_0" � JACK STUD (ROUGH OPENING) JACK STUD DATE : (ROUGH OPENING) 4/27/2009 ET I L NON--LOAD BEARING WALLSTUD ETQ STUDD AD /� L LOAD B EA R I N G WALLDRAWING NO. iA31 - U N O 0 U 00 ° � W o�o U. �, i N ,I / N 2 x 10 VALLEYS U ON THE FLAT ^ _ EXIST.GIRT _ _ L— ' NEW 2 x 8 RAFTERS @ 1 S"o.c. / TO BE BUILT OVER EXISTING I ROOF STRUCTURE t- o I O ° 2-1, 3/4"x 11 7/$"'LVL HEADER(FLVSH O 0 rt- N j SIMPSON L$TA1S pill ❑ STRAPW RAFTER/RIDGE AT EACH ^ QQ CONNECTION E N O 4 �s 0 r NIL — )WN LL2-1 3/4"x 9 1/4"L HEADER ,FLUSH� p INSTALL SIMP50N HOLD D �< cup oil - t�1 c� E Of`J BOTH FRONT CORNER WALLS k PER DETAIL ON SHEETA�3 A ¢ N Q I ` A4 B 11-01, Ir A4 .- (ADDITION} i I I 1 '3W x-11 7/8"LVL HEADER ROOF FRAMINu PLAN. NOTES: A CONSTRUCT GARAGE END WALLS 1.) ALL ROOLFL RAFTERS TO BE 2 X 10'S h USING THE APAWOOD PORTAL WALL A4 FRAMING FOR ENGINEERED APPLICATIONS UNLESS QT HERWISE NOTED N 1 ON) (S HOLD DOWNS PER FOR no,TT-400B ) AT ALL USE RAFTERS .ENDS (A,DDITION) (SEE ENCLOSED DETAIL SHEET) , 3.) VERIFY UUTTER TYPE/LAYOUT F ' OOR FRAM [N (03 PLAN W/ OWNERS F cy) SCALE : 1/4,, 1 0�, DATE 4/27/2009 DRAWING NO. : ,.. NAILING SCHEDULE SLSTAT FRO MATE ON TO OVVERER TOP PLATE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING DOUBLE TOP PLATE W Q ROOF FRAMING: HEADER Q O 0 N BLOCKING TO RAFTER (TOE NAILED) 2-8d 2- 10d EACH END ON LSTA 24 FROM JACK Q-: T d" STUD RIM BOARD TO RAFTER (END NAILED) 2- 16 d 3- 16d EACH END -S p� TO OVER HEADER WALL FRAMING: W Lo � W �N TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d AT JOINTS _ 00 STUD TO STUD (FACE NAILED) - 2- 16 d 2-16d 24"o.c. ~ R. o0 0 HEADER TO HEADER (FACE NAILED) 16d 16d 16"o.c. ALONG EDGES = ►C)U-J FLOOR FRAMING: TRIPLE FULL HT.STUDS O JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-1 Od PER JOIST �,} A., 4 , BLOCKING TO JOISTS (TOE NAILED) 2-8d 2-1 Od EACH END JACK STUD BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED) 3-16d 4-16d EACH JOIST WINDOW SILL PLATE JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-1 Od PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILEDO 2- 16 d 3- 16d PER FOOT CRIPPLE STUDS ROOF SHEATHING: WOOD STRUCTURAL PANELS (PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6" EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4" EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6" EDGE/6"FIELD BOTTOM PLATE GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6" EDGE/5'FIELD SIMPSON CS16 STRAP W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4" EDGE/4"FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS --- 7" EDGE/10"FIELD R . O . DETAIL WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) SCALE: 1/2" = V-0" w STUDS SPACED UP TO 24"o.c. 8d 10d 6" EDGE/12"FIELD 1/2"&25/32"FIBERBOARD PANELS 8d ---- 3" EDGE/6"FIELD 1/2"GYPSUM WALLBOARD 5d COOLERS --- 7" EDGE/10"FIELD ►--� FLOOR SHEATHING: WOOD STRUCTURAL PANELS (PLYWOOD) 1"OR LESS THICKNESS 8d 10d 6" EDGE/12"FIELD NEW ROOF CONST. GREATER THAN 1"THICKNESS 10d 16d 6" EDGE/6"FIELD w 2 x 10 ROOF RAFTERS @ 16"o.c. -518" CDX PLYWOOD ROOF SHEATHING ASPHALT ROOF SHINGLES CONT. RIDGE VENT - 15LB. FELT PAPER ATT BUILT-UP CORNER STUDS �" FLAT CEILINGS( w UPLIFT STRAP 2 x 6's @ 16"o.c. @FLAT CEILINGS(R=38)2 x 12 RIDGE BOARD Q.) (CS 16) ( I -(2)SIMPSON H 2.5 HURRICANE CLIPS 12 -- -- AT ALL RAFTER ENDS • • HTT16 H❑LDOW - ICE/WATER SHIELD AT BOTTOM I 9 OF ROOF PLIFT STRAP THREADED R❑D F P OF -WIND WASH BARRIERS O -SIMPSON LSTA 18 STRAPS AT EACH FND. TO HDR, RIDGE/RAFTER CONNECTION ABOVE WINDOW 2-1 3/4"x 9 1/4"LVL 2x 8's @ 15'C.C. TOP OF PLATE �..Z.� CS 16 HEADER(VERIFY W/ MFR./SUPPLIER) NEW 1/2" GYP.BOARD CONT.ALUMINUM (T1 ON 1 x 3 STRAPPING SOFFIT VENTS NEW ANDERSEN 45° r_io BAY WINDOW,SEE @ 16"o.c. NEW WALL CONST. O ANDERSEN SPECS. FOR INSTALLATION EXPAND. EXPAND. 1. 2 x 4 STUDS @ 16"o.c. ~� - co 2. 1/2" PLYWOOD SHEATHING BEDROOM I BEDROOM 3.3.5" (R=21) FOAM INSULATION 4. 1/2"GYPSUM BOARD HTT16 H❑LD❑W BRACKETS NEW!4"T&G PLYWOOD .5 W.C. SHINGLE SIDING SUBFLOOR-GLUED&NAILED ll 6. TYVEK VAPOR BARRIER FIRST FLOOR Iyl SUBFLOOR HOLD DOWN 3- 1 3/4"x 11 7/8"LVL HEADERNEW 2 x 10's @ 16"o.c. TOP OF PLATE w w NEW 5/8" FIRECODE GYP. BD. 9 BATT INSUL.(R=30) NEW WALL CONST. EXTERI❑R BUILDING CORNER ON I x 3 STRAPPING @ 16'. w 8'0"x TO"O.H. DOOR,USE EXPAND. o.c.. GARAGE 1. 2 x 6 STUDS @ S A 2 X 4 WALL LOW PROFILE HARDWARE/ t_ / " EXPAND. 3.W.CPSH NGLLE LYWOO DSIDING THING TRACKS 6' O.C. 4' O.C. GARAGE GARAGE 4. TYVEIKVAPOR BARRIER (4" CONC.SLAB + SLOPE F--� �i ,--•� ++ ++ (4"CONC. SLAB DOOR 2 TOWARDS / M ++ + SLOPE 2" TOWARDS ) 4 DOOR) SCALE : HOLD DOWN) + TOP OF SLAB (PER PLAN) ++ + % ++ ++ INSTALL 40 MIL MEMBRANE NEW 8"CONC. 1/4" = F-0° b ON EXTERIOR FOUNDATION FOUND.WALLS PLAN VIEW ELEVATION VIEW WALLS DATE NOTES NEW 8"x 18" 4/27/2009 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH CONC.FOOTINGS (2) ROWS OF 16d (0.162'x 3.5') NAILS AT 6' O.C. FOR 2ND STORY SHEARWALLS. DRAWING NO. 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) OF 16d <0.1 3.5') NAILS AT 4' O.C. STAGGERED FOR 1ST STORY SHEARWALLS, (--A SECTION EXPAND. BEDROOM B SECTION @ EXPAND. BEDROOM A4 A4A4