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HomeMy WebLinkAbout0023 EISENHOWER DRIVE y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map `+ Parcel b Application# _ Ro 00 q09 Health Division Conservation Division Permit# Tax Qollector Date Issued /OIL Treasurer Application Fee, NZ, Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board d Historic-OKH Preservation/Hyannis �n Project Street Address Q 3 ��-5�A dw �4 Ge Village nt!l Owner Ti9YJSagd Bg4t�,b&,eA p Address 3.4^1C Telephone Job 1' 47 Q-r 6419 7 Permit Request &D a61) Me 9fi&,4ge 444 16VA f/ Eatt Srb;y / C,#A &7,41ZAJ e iAOta 1.4 PHI Y; I Square feet: 1st floor:existing Zky proposed 2nd floor::existing proposed Total new Zoning District .F Flood Plain Ito, Groundwater Overlay Project Valuation P"®W Construction Type '&,VDb Lot Size /3 `� 'Fi Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Y Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Cho On Old King's Highway: ❑Yes *'IVo Basement Type: UFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) /7" Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new f Total Room Count(not including baths):existing A J5 new (b First Floor Room Count Heat Type and Fuel: J Gas ❑Oil ❑Electric ❑Other 6at I> f UJ Central Air: ❑Yes o Fireplaces: Existing New Existing wood/coal-:stove: ❑Yes ❑No t Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑:new size { 4 Attached garage:❑existing 2/new size J )b Shed:❑existing ❑new size Other: ( ' Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name df(D Co�� [�U��I �OIlo * Telephone Number J01f36.a Address l0 as License# ��� / I `S �f Q,d 4tr Home Improvement Contractor# /01 7SrZ Worker's Compensation# %-a® b w 6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 'W 04C SIGNATURE DATE r�/ O FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ! i l I MAP/PARCEL NO. i ADDRESS i VILLAGE OWNER DATE OF INSPECTION: I ' FOUNDATION ��� �/ Zei- I , FRAME neu) F INSULATION FIREPLACE ti I ELECTRICAL: ROUGH FINAL i i PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL FINAL BUILDING ; f y DATE CLOSED OUT ASSOCIATION PLAN NO. y r , The Commonwealth of Massachusetts Department of Industrial Accidents 1519 Office.of Investigations. A ' a. 600 Washington Street Boston,MA 02111 5�•'� www mas&gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly. Name (Business/Organization/Individual): , Address: ®� City/State/Zip: # Are & gif Phone#: `�®�l.�G•Z/ ��� . Are�y u an employer? Check the-appropriate box:. Type of project(required): 1.R I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.0 I am a sole proprietor or partner- listed on the attached sheet 1 [Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working forme in'any capacity. workers' comp. insurance. 9. ROBuilding addition [No workers' comp..insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.]t 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 infomration: `• 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 their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: I :"S(J Policy#or Self-ins.Lic. #: *100 W S�T Expiration Dater r 0 Job Site Address: ®LOCA4 City/State/Zip: dC.®'raP. tAl# 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. 15.2 can lead to the imposition of criminal penalties of a fine up 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 may forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce nder t 'ns enalties of perjury that the information provided above is true and correct. Sig mature: Date: Phone#• ��� ill 7 OffI'dal use only. Do not write in this area,to 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 Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation fof 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." An employer is defined as"an individual,_parmership,,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 dwelling house of another who employs persons to do maintenance, construction or repair work,on such dwelling house or 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 until acceptable evidence of compliance with 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-contractor(s)name(s), address(es) and phone number(s)along with their certificate(s) 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 boartmenvof 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 toy 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 permit/license 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 to any business or commercial venture (i.e. a dog license or permit to bum 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 a Department of Industrial.Accidents Office of Investigations ~ r 600 Washington Street Boston, MA 0211 L Tel. #617-727-4900 ext 406 or 1,877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia Town of Barnstable Regulatory Services ~ snruvsznEM Thomas F.Geiler,Director y asnss. $' E1639. Building Pivision Tom-Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT _HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c, 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: -Estimated Cost Address of Work: &2& eWeWhoweg X. eVAIW A, Owner's Name: PRE SOMA) Date of Application: O'let, ® a I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 OBuilding not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY . I hereby a ply r a permit as the a t of the 7 11 " Date . Contractor SignatWe Registration No. OR Date Owner's Signature Q:wpfiles.forms:homeaff1 d av Rev: 060606 RESIDENTIAL BUILDING PERMIT FEES ' APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations .$ 50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= *�7 77( x.0041= plus from el ow(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft. oZ 46 x.0041= l� ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 °FINE►oti Town of Barnstable Regulatory Services &AMsz" r MASS g Thomas F.Geiler,Director o;o. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder l �� ���� �� , as Owner of the subject property hereby authorize &ejga uEr d" to act on my behalf, in all matters relative to work authorized by this building permit application for:. (Address of Job) 71 /04P Signature of Owner Date Print Name Q:FORM&OWNERPERMISSION Triple 1-3/4" x 14'' VERSA-LAM® 2.0 3100 SP Floor Beam\F1302 BC CALC®9.3 Design Report-US 2 spans I No cantilevers 1 0/12 slope Saturday, September 16,200613:11 Build 047 File Name: BC CALC Project Job Name: Beaudreau Description: F1302 Address: 23 Eisenhower Dr Specifier: City, State,Zip:Cotuit, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: garage center girder � 1 24-00-00 A 04-00-00 so B1 B2 LL 3677 Ibs v LL 12513 Ibs LL 752 Ibs DL 1419 Ibs DL 4834lbs DL 0 Ibs Total of Horizontal Design Spans=28-00.00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 126% Trio. 1 Standard Load Unf. Area(psf) . Left 00-00-00 28-00-00 30 10 13-00-00 Controls Summary value %Allowable Duration Load case span Location Disclosure Pos. Moment 24015 ft-Ibs 55.1% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -33522 ft-Ibs 77.0% 100% 1 1 -Right be verified by anyone who would rely on End Shear 8238 Ibs 59.0% 100% 14 2-Right output as evidence of suitability for particular Cont. Shear 8752 Ibs 62.7% 100% 1 2-Left application.Output here based on building Uplift 8051 Ibs n/a 14 2-Right code-accepted design properties and Total Load Defl. U346(0.833") 69.4% 14 1 analysis methods.Installation of BOISEengineered wood products must be in Live Load Defl. U479(0.602") 75.2% 14 1 accordance with current Installation Guide Total Neg. Defl. -0.024" 4.9% 14 2 and applicable building codes.To obtain Max Deft , 0.833" 83:3% 14 1 Installation Guide or ask questions,please Span/Depth 20.6 n/a 1 call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Cautions ALUOIST®,BC RIM BOARD-,BCI®, Uplift of 8051 Ibs found at span 2-Right. BOISE GLULAM- SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum(U240)Total load deflection criteria. trademarks of Boise wood Products,L.L.C. Design meets Code minimum(U360)Live load deflection criteria.. Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 4-3/800. ` Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=.Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 BOISEry Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 0/1 slope Saturday, September 16 200613:11 BG CALC®9.3 Design Report-US 2 spans�No cantilevers 1 2 ope y, p , Build 047 File Name: BC CALC Project Job Name: Beaudreau Description: FB02 Address: 23 Eisenhower Dr Specifier: City, State,Zip:Cotuit, Ma Designer. Customer: Company: Code reports:, ESR-1040 Misc: garage center girder Connection Diagram Disclosure �Ib d Completeness and accuracy of input must Li be verified by anyone who would rely on a ° output as evidence of suitability for particular c application.Output here based on building code-accepted design properties and .� . analysis methods.Installation of BOISE e ° engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum=2" c=5" call(800)232-0788 before installation. b minimum=3" d= 12" e minimum=3" - BC CALC®,BC FRAMER®,AJST"" ALLJOISTO,BC RIM BOARD-,BCIO, Member has no side loads. BOISE GLULAM-,SIMPLE FRAMING Connectors are:16d Sinker Nails SYSTEM®,VERSA-LAW,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Page 2 of 2 BOA � Single 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam%F604 BC CALL®9.3 Design Report-US 1 span No cantilevers 0/12 slope Saturday, September 16, 200613:18 Build 047 File Name: BC CALC Project Job Name: Beaudreau Description: FB04 Address: 23 Eisenhower Dr Specifier: City, State, Zip:Cotuit, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: rear wall edge beam 3 1 1 11 141I 07-00-00 BO 61 LL 613 Ibs LL 167 Ibs DL 834 Ibs DL 600 Ibs SL 812 lbs SL 476 Ibs Total of Horizontal Design Spans=074X)-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 00% 115% 133% 126% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 03-00-00 40 15 06-06-00 2 roof edge beam Conc. Pt. (Ibs) Left 03-00-00 03-00-00 436 • 700 n/a 3 roof Unf. Area(psf) Left 00-00-00 03-00-00 15 25 06-06-00 4 gable Unf. Lin. (plf) Left 03-00-00 07-00-00 95 25 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3969 ft-lbs 49.5% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 1720 Ibs 47.4% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U681 (0.123") 35.3% 2 1 output as evidence of suitability for particular Live Load Defl. U1158(0.073") 31.1% 13 1 application.Output here based on building Max Defl. 0.123" 12.3% 2 1 code-accepted design properties and analysis methods.Installation of BOISE Span/Depth 8.8 n/a 1 engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum(U360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJS-, Minimum bearing length for BO is 1-3/4". ALLJOISTO,BC RIM BOARD-,BCI®, Minimum bearing length for 131 is 1-1/2". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAMS,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Wood Products,L.L.C. Page 1 of 1 i Single 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam\R1301 BC CALCO 9.3 Design Report-US 1 span I No cantilevers 10/12 slope Saturday,September 16,200613:13 Build 047 File Name: BC CALC Project Job Name: Beaudreau Description: RB01 Address: 23 Eisenhower Dr Specifier: City, State,Zip: Cotuit, Ma Designer. Customer: Company: Code reports: ESR-1040 Misc: roof edge beam �o 12 „y 1 . i 07-00-00 BO 61 DL 436 lbs DL 436 Ibs SL 700 Ibs SL 700 Ibs Total of Horizontal Design Spans=07-00-00 Load Summary Live •, Dead Snow Wind Roof Live Tad Description Load Type Ref. ._Start End 100% 00% 116% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 07-00-00 15 25 08-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1989 ft-Ibs 24.8% 1150% 3 1 - Internal Completeness and accuracy of input must End Shear 856 Ibs 23.6% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U1198(0.07") 15.0% 3 1 output as evidence of suitability for particular Live Load Defl. U1944(0.043") 12.3% 3 1 application.Output here based on building Max Defl. 0.07" 7.0% 3 1 code-accepted design properties and Span/Depth 8.8 n/a 1 analysis methods.Installation of BOISE p p engineered wood products must be in accordance with current Installation Guide Notes ' - and applicable building codes.To obtain Design meets Code minimum(U180)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum(U240)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJS-, Minimum bearing length for BO is 1-1/2". ALLJOISTS,BC RIM BOARD-,BCIS, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM-,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAMS,VERSA-RIM 1/2 intermediate bearing PLUSS,VERSA-RIM®, Member Slope=0, consider drainage. VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products,L.L.C. Page 1 of 1 BOLSE" Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\F1302 BC CALC®9.3 Design Report-US 2 spans j No cantilevers j 0/12 slope Saturday, September 16, 200613:11 Build 047 File Name: BC CALC Project Job Name: Beaudreau Description: F1302 , Address: 23 Eisenhower Dr Specifier: City, State,Zip: Cotuit, Ma Designer. Customer: Company: Code reports: ESR-1040 Misc: garage center girder 1 1 i 1 1 i r 24-00-00 A 04-00-00 BO 131 B2 LL 3677 Ibs LL 1 251 3 Ibs LL 752 Ibs DL 1372 Ibs D,L 4676 Ibs DL 0 Ibs .Total of Horizontal Design Spans=28-OD-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type ti Ref. Start End 100% 80% 116% 133% 125% Trib. 1 Standard Load Unf. Area(psf) ,-L'eft 00-00-00 28-00-00 30 10 13-00-00 Controls Summary value %Allowable Duration Load case Span Location - -Disclosure Pos. Moment 23797 ft-Ibs 63.7% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -33217 ft-Ibs 88.9% 100% 1 ' 1 -Right be verified by anyone who would rely on End Shear 8190 Ibs 77.0% 100% 14 2-Right output as evidence of suitability for particular Cont. Shear 8583 Ibs 80.7% 100% 1 2-Left application.Output here based on building Uplift 7985 Ibs n/a 14 2-Right code-accepted design properties and o analysis methods.Installation of BOISE Total Load Deft U347(0.829 ) 69.1/0 14 1 engineered wood products must be in Live Load Defl. U476(0.605") 75.6% 14 1 r accordance with current Installation Guide Total Neg. Defl. -0.024" 4.8% 14 2 and applicable building codes.To obtain Max Defl. 0.829" 82.9% 14 1 Installation Guide or ask questions,please Span/Depth 18.0 n/a 1 call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM' Cautions ALLJOIST®,BC RIM BOARD TA°,BCI8, Uplift of 7985 lbs found at span 2-Right. BOISE GLULAM- SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, Design meets Code minimum U240 Total load deflection criteria. VERSA-STRANDS,VERSA-STUD®are 9 ( ) trademarks of Boise Wood Products,L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-7/81. . Minimum bearing length for B1 is 6-1/2". A. ; Minimum bearing length for B2 is 1-1/2". - Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Connectiofn Diagram �•►i b d a a minimum=2" c=6' b minimum=3" d•= 12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 BO��En Double 1-3/4" x 5-1/2' VERSA-LAM® 2.0 3100 SP Floor Beam1FB01 BC CALC®9.3 Design Report-US 1 span I No cantilevers 10/12 slope Saturday, September 16, 2006 13:10 Build 047 File Name: BC CALC Project Job Name: Beaudreau Description: PB01 Address: 23 Eisenhower Dr Specifier: City, State, Zip:Cotuit, Ma Designer. Customer: Company: Code reports: ESR-1040 Misc: garage door header 1aoo-oo BO B1 ILL 325 Ibs ILL 325 Ibs DL 327 Ibs DL 477 Ibs Total of Horizontal Design Spans=104D.00 Load Summary Live Dead• Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 10-00-00 40 15 01-00-00 2 Trapezoidal(plf) Left 00-00-00 25. 15 n/a 10-00-00 25 105 n/a Controls Summary value %Allowable Duration Load Case Span Location DIscr osure Pos. Moment 1822 ft-Ibs 36.7% 100% 1 1 -Internal Completeness and accuracy of input must End Shear -702 Ibs 19.2% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U367(0.327) 65.4% 1 1 output as evidence of suitability for particular Live Load Defl. U797(0.151") 45.2% 1 1 application.Output here based on building Max Defl. 0.327" 32.7% 1 1 code-accepted design properties and Span/Depth 21.8 n/a 1 analysis methods.Installation of BOISE P p engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum(U360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJS-, Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD-,BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Connection Diagram L�b d aL� c •� • L • a minimum=2" c=1-1/2" b minimum 3" d= 12" Member has no side loads. Connectors are:l6d Sinker Nails Page 1`of 1 ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: Site Address: Z L�SC_�Nh(UGu1C ��L. Applicant Address: City/Town: A Use Group: Date of Application: Applicant Phone: Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1b): Heating Degree Days (HDD65) from Table J5.2.1a: (For items d. through i.,fill in all values that apply from Table J5.2.1 b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing%(100 x b=a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE Component Performance: "Manual T ad -Off" -Off"(Limited to wood or metal framed buildings only))Cli to Zone(from Figure J6.2.2) Zone 12 ElZone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, nd HVAC Trade-Off Worksheet, if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall+Ceiling Area sq.ft. b.Glazing Area' sq.ft. c.Glazing%(100 x b_a) ❑ ADDITION with Glazing% (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' Wall Floor I Basement Wall Slab Perimeter,Depth 0.39' R-37 R-13 R-19 I R-10 R-10,4 ft t Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average'of all units. 3 R-30 ceiling`insulation may be used in place of R737 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) "SUNROOM" addition (greater than 40%glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) - - s 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE t Manual Trade-Off Worksheet Permit N II Builder Name Date Checked By �. J Builder Address Site Address C-'ISC �>�Z R ZoneKI2 013 ❑Id Date 1 .' Submitted By ^Phone - :.": PROPOSED - REQUIRED s'' Ceilinirs•Skylieltts and Floors Over Outside Air Rcqu"ucd Insulation x Net Arta U-Valuc on R-Value U-Valuc UA (Table J6.?2h) x Area UAcci v s (TabeJ612a)D �J-• .vd - JJ��—• [. t�� ✓✓ Floor over Outside Air a' (Tabk J6.2 Za) -TaW Arca `Walls.WiiiddWs:and Door Insulation x Net Rcqu+rvd " Dcs�tion R Value. U-Valoc Arcs -UA U-Valve xArea UA Walls y� fls 2 / p� {Fable J6.2.2b cd) r o0� •2 1 4 2• t J. (O -O 3•Wkwows Q (NFRC crcrTabtc J1.13a) .j e Z Doors. " (MC or Table J 1.53.b) ► l t! Sliding Glass noon (NFRC orTabk J1.33a) fe Toa1 Ara K floors and Fotmdations Inadaaoa Insulation R- x Ara or RequircC Deseri tion Depth Value U-Value Perimeter /�LIA U-Value x Area -UA , Floor Over Ut►coaditioacd (Table 2� ro2 '� `A�•(0 S 167.2 e) 8ataaent Wall (Table J6]-2() fe Unbcated Slab ft able J6.22 ) in. Heawd Slab ft (TAk J6.2.2e) _ _ .•_. _ i fe TOW P=Po"d UA ttarut be tea Tots! .6 &. rorar t►an or tgwd to Tad&M*wtao Aeldred LGt Proposed UA • ott ReQrrurd UA I `�•�. Sabm=rt of Comprmm=The proposed buUding dealt rcptssemed in L Adjuued l skew docwwow tr cauhtem r.tdr she badit ptmat rlpecyraodow& . =W other calculations submitt�Frith ft pmak applicuim Required UA 8rrildc►rrDaigtw CanpwyNcme Doti 76022 780 CMR-Sixth Edition 2R0/98 (Effective 3/1198) Town of Barnstable Regulatory Services BARNS ABM Thomas F.Geiler,Director MAM $ Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us i Office: 508-862-4038 Fa 508-790-6230 PLAN REVIEW Owner: 36 A q- Map/Parcel: O3� O` 6 Project Address 7-3 &re-a. ��)x Builder: 43oMn C -rz The following items were noted on reviewing: _ p /4f-r C� oG6- 4-A-C- 0 — G,gA)3��[J6S ,lqi(ICJ lAtGGM- Reviewed by: Date: ld ,t—o Q:Forms:Plnrvw �fze -Pom>rnoouaea� �.�°acLu',aek` Board of Building Regulations and Standards lugHOME IMPROVEMENT CONTRACTOR Registra4RT09751 IN Ex ratr --912412008 Par36,gphip 1 f ' _ �` S&REM. r BOURQUE&COL S JOHN BOURQUE ` 80 CROCKER RD. WEST BARNSTABLE,M 2tiS8 Deputy Administrator �.. aawtl sN REG RSOR Gf�ie O.OP BV� \pN SUPS BpPR ONS�RU 92 t se C p5�3 .: vee i� CS g22.0 tiu�ber ,1g60 ,ONti D C\pURtiO ���6 8 cornrntis siO , O =ER E t�P 8©CRR\,15�PBS WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE AGENT NO 3020 OFFICE NO 3020 MARK W SYLVIA 9691MAIN ST Ilk ® OSTERVILLE MA 02655 2018 FARM FAMILY CASUALTY INSURANCE COM PANY NCCI COMPANY NO. 16721 508 f a2s-oa4o POLICY NO-2001WS785 1!, INSpRED4 AND MAILING ADDRESS: ADJUST RENEWAL JOHN D BOURQUE EFFECTIVE 72/14/05 SEE EXTENSION OF INFORMATION PAGE PO BOX 1005 i MARSTONS MLS, MA 02648-5005 FEDERAL ID. NO 043066703 TM lNSLq= IS PARTNERSHIP Workplaces covered by this Policy: ST WP NO. ADDRESS OF WORKPLACE RTG.BUR NO. INTRASTATE NO. MA 01 80.CICOCKER RD 3SS749 WEST.BARNSTAB The Policy period is from 12/14/os t012/14/06 12:01 A.AL Standard Time at the insured's mailing address. A. Workers Compensation Insurance: Part One of the L the State listed mere: IIAA policy applies to the Workers Compensation Law of B. Employers Liability Insurance Part Two of the policy applies to work in each state The limits of our liability under Part Two are: listed in item 3.A. Bodily Injury BY Accident Bodily Injury BY Disease $ 100.000 each accident BodllV Injury BY Disease $ .000 policy limit $ 100,000 each employee C. Other States Insurance Part Three of the except the states designated . item 3 policy applies of the information to the states, if any, listed here: All states ation page and ND O$, WA, WV, and WY D. This po licy cy includes these endorsements and schedules: WC 00.00 OOA We 00 so 01 E E WC 00 Ot 12 WC 00 03 15 WC 20 03 01 WC 00 04 14 WC 20 03 02 WC 20 03 030 WC 00 oa 20 WC 20 04 05 WC 20 06 01 i Cop r 1937 Mamas Com dl We 00Com 00 1 B m INSURED COPY = PROD 12/27/05 Issuing Office- PO Box 656 •.ALBANY, NE1N YORK 12281-0656 e TOWN OF BARNSTABLE Permit No. rA"nU I Building Inspector cash a r►Y OCCUPANCY PERMIT Bond _________-_.7 Issued to Bayc ide Build-',, a Address !Lot. 27, 23 Eisenhower load, Cotui.t Wiring Inspector • Inspection date Plumbing Inspector /� m' Inspection date Gas Inspector _ Inspection date Engineering Department _ �.%� �•� � �',� Inspection date Board of Health Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. Builcjiu; Inspector I O o � L f %3 - � � ,gym• `!�- • G vy CrI su c-=R.riFIED PLarr- PLAQ 3d F•S.g. .LOT �'1 - EISEIJNowE� D� . AR,-gi , cs-s P-r 3:=, c_E , •6�o�A-r�Q- CL,•�c.��E•� Co"r-'U I T 4 0' D4T--. 4;/.1 • E3 4 DC- c1._►E�.►T: F3�DG.GoAP• I I-{'�:RE6Y CLQT1fY'ff-IAT'CH� E-vi�-i u� EL.L15 5URVF--,A j6 I►JG. JoBw%S xB4.2'1 c=Q "HIS PLAN nn�s s r s � CouFo�•s To THe tcn,J w6 LAV S D� tq BY; J. of �A�R.►.15?ABLE, MASS;,* Pr SL IEB•T ! o� 1 pq-� r tFD LAW �sRv�R Assessor's-maps lot number r'�`a .= .................. fie = ,, THE ��'t � 5 i 4r O t Sewage Permit'number .�............ .. . . ....... ... y z r a = 3 �l:f i a'9�� >�tt"LV h'f�A BARNSTADLE, i House number ........................... ....... ......... �? 90 a Ti- 1639- TOWN O F B A Rr--N w �T�A�B�L E BUILDING JOSPECTOR ♦ a ' / ?i'�%I� APPLICATION FOR PERMIT TO' ..�!0� ... LKL ... . ....... . .... ....... .......... .............. TYPE- OF CONSTRUCTION XJ, ::... ... t' .............. ...... ......, ........! o....G.. ...............19.. TO THE INSPECTOR OF BUILDINGS: .' The undersigned hereby applies for a permit according to the following information: Location ... .. .......'.:...lam. u.l.. ...... : ..... . ........ Proposed Use .. .('..at�Z .G.: ..:.................... :. Zoning District :. !� �...�...........................................,......fire District .....�1� �7 ..................... ..................... r Name of Owner...... �(/it`�. �i/L� ....Address ................. r .... ..... .............. ............ Name of Builder .:...........: Address.... .................... .............. Name of Architect .... ..:.�.i..a„�. . . Address .. Number of Rooms ...., .......Foundation' .j` }y.. ... Exterior ..... � � .. 5�1.<!I,SK +ng ........... /..T, y�!!4 ...... ...... Floors .......��Mk...... ...........................:....:...Interior ..`....... ...........T.f! ...:..........:........... Q / Heating . Utz :......................:...........w...Plumbing ....,:.C... .C. ..............C ............... Fireplace .... � / ......... .....8 1d.�r �........:.............APP r.oximate Cost..........S-.�.. ... ......::.... ................ Definitive Plan Approved by Planning Board _______________________-_______19 Area' ;.:....:.......... .:................. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH X OCCUPANCY PERMITS U ERMI REQUIRED D FOR NEW DWELLINGS , I hereby agree to conform-to all the Rules and Regulations,of the Town of Barnstable regarding the above construction. l -�.....Name .... ........... ......... .......::......... ....... ........... s , Construction Supervisor's License :.... j�. `B1t?SIDE BUILDING CO. No ...26362.. Permit for ...One r .......... r. Single Famil�'...Dwellin5..................... Location ..L6t.27, 23 Eis............................nhow - ra CotU1t �C , r K� 1. . C _ a Ba a de�Buildin Co., ,. . Owner .X........................... �. Type of Construction Frame........ . _ r t # { Plot ' ....................... Lot,. ..........................." 71 April 30 ' ' � � Permit Granted ....P. ...............:....:Sri i�9 gq ,r abate of"Inspection �� ti ...................... 1�9 - - Date Completed 4`�r�^.4/''~..... ....19 ' � `w�- r�\� "a - -�Y M •n. 11�.+T . tom. S N• . . l�`. Assessor's map 'and lot number"..AAA.i. '>�1 �..: �.. .... Q�o�Ne to ... / Sewage Permit number . ......:. ���` .....L..... � d� ��♦� 9 BJBBSTABLE. i House number a.`-7 s MM6 :. �p 2639. \0 0 YPy a' TOWN OF BARNSTABLE BUILDING INSPEvCTOR ............APPLICATION FOR PERMIT TO ....... .. TYPEOF CONSTRUCTION ...................................................................................... tl TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...l-:.c?r..... ,.1......... ............. ........ ................................................. ProposedUse ... P ,roc a ..{......................................................................................................................................... Zoning, District ....../.:.... ...................................................Fire District .................c/....4..:...................................................... Name of. Owner .`f. c,r i. f.... � ....:�:!...!?.a. ... a......Address ...................::?.✓�..................................................... Nameof Builder". . ........ '..�.....................................................Address .................. o d `!....................................................... Name of Architect .... ..:. ..........................Address ................. .5i ..................................................... Number of Rooms Foundation, ....... �'. ./� �(.:.?.<t.�!�. .. ? ..................... ................................................................. ........... j, Exterior ..... ..,. ?........: /�c?C/d'/iZ•G!, ,, �lL,•'��.Rb'o�fng ..............,/SJG' ......................................... U 1- Floors 5......1//, U[ ../................................Interior .........ir7t4 .......................... r / �� . Heating . ....Plumbing .........k... ......... - �j ..... Fireplace .......C�/?r..l ....... ..... /()1...4.......................Approximate Cost ........ ...................................... Definitive Plan Approved by Planning Board -------------------_-----------19________. Area .......................................... Diagram of Lot and Building with Dimensions Fee .......�✓....... . ............................ SUBJECT TO APPROVAL OF BOARD OF HEALTH QQ r_I . OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to.conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ....1. ......... °? '`' .............. -. Construction Supervisor's License ...../.................�... ,........ I— J y _ BAYSIDE BUILDING CO. A=39-96 .3 263.62 - . No ................. Permit for ...QriD..Stoxy. ............. Single..Fes?? 1,X..I �1 ling................. Location ..27.,......23..Eisenhowex :.Road•• - j rr^^{{... r .................1•:NJ.] .t............................M ................ Bayside BuildingCo- Owner .............................................s................... Type of Construction Frame.................. .......... Plot .............................. Lot ................................ Permit Granted .....,April 30, 19 84 r' Date of Inspection ....................................19 Date Completed ......................................19 k• r .X r4 4 n f �M K� r CONT.MDGE VENT c - • AA� NEW ASPHALT SMNGIES 13 " ll, �y�n' ' " TO MATCH EXISTING llt� `� O PEdp¢NTOJER - - -•�i O co NEWFASCIA6FPoE2E WB'lDOAISL P rr^� . BOARDS TO MATCH WST. { f aJ{{I 4 e— — / TOP OF PLATE ® EEB _ _ _ I ❑ ❑ ❑ ❑ W W lvRE IN d4 a on ATI C12' milv - R CO-< FIRSTFLDOR SUBFLDOR FRONT ELEVATION MATCH��° DM - . - (ADDInoN) - NEW BROSCO r A NEW' 3OC CU LA ' (VERIFY W) - ANOERSEN " OWNERS) D D FWG 4Q8RI EXIST. - I19 \\\ LONG. rTfl NEW RAKE S TRIM BOARDS - APRON. _____ r •�TO MATCH EXIST. I' RAISE EXIST.MDOOR TO = - ' O�RETNR 12 O �RIT DL 1 MATCH 6 IN THE FIELD) EXIST- EXST. I KITCHEN TOP OF PLATS - - i DOWN S t oaoAR oaao NEW CORNER BOARDS o b' _J NEW TO MATCH EXIST. NEW • ���� ���� NEW SIDING TO - u $ ❑ k B ` - NEW 'B MATCH EXISTING '� CENTERED Y �.7 FAMILY BL 3 ON GAME [--1 NEW STEPBRANNGS aE �� (VERIFYMARW OWNERST _ � ABOVE a NEW ROOM FIRsrFLDOR 8 GARAGE (FORME GARAI3G) - SUBFLOOR ? (FORMER GARAGE) 000 a_ 000 Los. b FOLDMG rr"��II - J aERIFY OH STYLE W/OWNERS� • 78'•68' `� � � � _ - LEFT SIDE ELEVATION RATED ttg EXIST. Its �� � I--1 F; LIVING t t o ROOM CDQ f A A WINDOW SCHEDULE i I 6 __--- _--_-- b L w TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS - - y NEW A A - F� I I _ A ANDERSEN TW 2446 2'-6 1/8"x 4'-9 1/4" DOUBLEHUNG B DHT 2415 2'-6 1/8"x 1'-7 7B" DOUBLEHUNG TRANSOM tP - - - �., _----_-_- ABOVE - ' C A 21 2'-0 5/8"x 2'-0 51W AWNING - r-v O AR 61 1'-5 1/2"x(5'-0 3/8" AWNING 1sd ~ - S7 ma oCJ NOTE:CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS _ (ADDITION) - IExIsnNG) _ • " WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS -'" u FIRST FLOOR PLAN a �F U) -, - - EXIST.FIRST FLOOR = 1170 S.F. LEGEND:NEW `� w ,� ' • DITION 498 S.F. NEW GARAGE = 624 S.F. U) EXISTING WALLS � Co C CONSTRUCTION TO BE REMOVED C\2 RM NEW CONSTRUCTION „r— GENERAL NOTES: SCALE 1.) CONTRACTOR IS TO VERIFY EXISTING CONDITIONS AND 1/4' = 1'-0' DIMENSIONS IN THE FIELD PRIOR TO THE START OF WORK i 2.) CONTRACTOR TO REMOVE EXISTING DOORS,WINDOWS, DATE : WALLS,&ROOFING AS REQUIRED FOR NEW CONSTRUCTION. TOP OF PLATE 3) ALL NEW CONSTRUCTION TO MATCH EXISTING IN MATERIAL, DETAIL,AND FINISH. 1/26/2006 71 FMI oa ❑ ❑ JOB NO. BEAU • - - FIRST FLOOR _ THE DES IGNERSNALLBE NOTIFIED IFANY DWG....NO. SUBROOR ERRORS OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TODI START OF CONSTRUCTION.THE BURRING CONTRACTOR At " WrtHESEL BE DRAWING IE FOR THE CONTENT NSTRUC"O'N C THESEDRAWINGSIFCONSTFUCTON " - COMMENCES AM ERRORS OR NG THE ' T'51 DR OF WANYERRORSOR OMRS E11. REAR ELEVATION THESE OWNERGSME SOLELY THER THE UGE REVISED: 6/13/2006 OF THE o E��ENIGERRE °KWRI;�N i, 2B4 - NEW Ur DW CONC. rl' , (ADDITION) ,96 {r SONOTUBESTO,w BELOW GRADE ) A Q) • F--7, OOVVFRNEW2EX 00STRNS�RAFIFRSBI S y^NEW P.T.3x BF ,6'nc I 0<4 V om ®,�n� �d co A P.T.2 x 10 LEDGER BO(ARD LAG BOLTED TO j L 16 eSOLIe W/°JOISiS HANGERS AT B07HBOENDS - ~ __---_— (SEE SUDPLIED DLTA,L SHEETL7MBl - \ I T /��/y Q a. im EDGE ------------------ b D I I I I fig,Y W RO I ATOOORDROPTOP OF FOUND. I i �______ y*/ 7 II I E- rT•�^ ' FASTEN NEW FLOOR -i I ' � V,w - I - JOIST TO EXIST.HOUSE O WI P.T.BOLTEDLEDGER T`'.•-Y/I�1 Ld,. DROP TOP OF FOUND. I OR P.T.2 x 0 WAIL CN I I / I 1 THE EX sr.SLAB 4 woGE eoARO I Ex snrec mocE BOA n I I I ATO.H.DOORS - - - - - t I I B B 3 B r ----- B I 1 t NEWWCONC.FOUND ( r—SOLID BLOCKING Ur Is'MOEE I I ®MIGSPAN ® EXIST. CONC.FOOTING� I I b FULL I i BASEMENT o ' i I FOOTING sB CANc. NEW I \ I I GARAGE m I i I SLM oz TOWARDS I I I CONC.FOUND.RENOVE EXIST WALLS SHOWN I I °RILLd PIN NEWFOUNDATION TO EXIST.FOUNDATION WALL TOP d BOTTOM14 NEW P.T.3x Bs®16'o.c. •. - ,. b - _ 21-0' Sd (ADDITION) J . • Er _ _ _ II*i - (EXISTING) z-PT.2x, NEW+o-Dv.coNc. O'ROXIST.GARAGE - - ROOF FRAMING•PLAN , NOTES:ALL ROOF RAFTERS TO BE 2 x I Us SONDTUBES TO aTT DOOR OPEMNG RAG _ - a - BELOW GRADE CONC.BLOCK.RE=VE 1.)UNLESS OTHERWISE NOTED 24'4 S� IS_ CONC APRON + - - (ADDmoro (ADoITwNt (ExIsnNG) - 2.) USE SIMPSON H 2.5 HURRICANE CLIPS E"t AT ALL RAFTERS ENDS F•--4 3.)VERIFY GUTTER TYPElLAYOUT FOUNDATION PLAN WOWNERS � � (� o EXIST. 2Bd O - COLLAR TIES • (ADDITION) 1� V _ NEWIC EW N2=B\ 1S 7- P.c EXIST. w Q • ,, .BOARD /'. I,--�J - . ON I x 3 SIRAPPING IC A �( -i6--=-- ---------- - ----�------ (� NEW PARALLAM REMOVE EA G ST. O . CEILING J05T5 i - NEW NEW ;LL r------ F--1 STOR. FAMILY EXIST. s NEW ROOM LIVING W ` NEW YCTdG ' ig I• ~� GARAGE dD11lU BROOK GLUED 3 ' goo j 1 11 � 11 1 c' z NEW ROOF CONST. EXIST.CONC.SLAB a <I JVC w • FOUNGATIONTO 11 i It CONT.RIDGEVENT -2x IDROOFRAFTERS®IT— NEW,f�- MA - REIN - - 1 ,?COX PLYWOOD ROOF SHEATHING ,B-YNOE CO"' ' F7-1 -ASPHALT ROOF SHINGLES -FOOTING UNDER NEW 9'BATT.INSULATION(R '�- L- 1x6COLLARTIES®16'a.C. -151B.FELTPAPER WALL ABOVE OR 2lAYERS OF R•t4 RKRD M511L EXIST. F _ _ _ _ _ _ W �� - 8'SL BAIT INSUNGS(RLASSON - ®SLOPED CEILINGS(R=S1) \/1 -- gBA,TINSRArDN SECTION @ NEW FAMILY ROOM BASE- _ NEWD8 OTHERS) ) B B �\ L/j) , (SIZED BY OTHERS) ~—\ 'y'\ ®FIAT CEILING51Rc30) ( 'g ` `I \. J -[EllSIMPSODfiE BOARD W -AT AL ON H 2.5HURRICANE CLIPS 2 ,- ICU SHIELD - h,ATCH -ICFJ WRIER SHIELD AT BOTTOM �1 3TT OF ROOF EW 5IB-PLYVYOOD NEW -PROPAVENT BETWEEN RAFTERS _ NEW 2a 10 CEILING JOISTS 15 o.c. — - ATTIC 2xBBLOCKIKG - , g, _ SCALE NEW 2,10 CEILING JOISTS®16'oc. NEW 2110 CEILING JOISTS®16'- TOP OF PLATE __ 3{ I 1�411 = 1'-0" NEW PARALUM BEAM ' - I NE IIFIRECOOEGYROO. (SIZED BY OTHERS) �GONT ALUMINUM T n ON I x 3 STRAPPING IT SOFFIT VENTS I. DATE E o.c.IN GARAGE Ij PARALLA.MHFApERAr NEW WALL CONST.E I - 1/26/2006 y' O.H.DOORS(TO BE SIZED NEW -2x4 STUDS®,6•c.c. w e - BY OTHERS) GARAGE _ -,2 PLYWOOD SHEATHING - - f .W.C.SHINGLE SIDING JOB n I O. .TYVEK HOUSE WRAP Z III u 'VI . -3 I?BATT.INSIAATIONIR=M - - TYD.1?DIA ANCHORBEAU (a•GONG.SLAB BOLTS®CB'.oc. (� SLOPE 7 TOWARDS TOP OF FOUND.j DOOR) NEWT CONC. - I� DWG. NO. - FOUNO.WALLS - . - W12-KBARS AT TOP OF WALL 15, - IAOOITIOM - (FASTING) ( �. SECOND FLOOR FRAMING PLAN (v!/�/y, A SECTION @ NEW GARAGE FOOTINGS Ai REVISED: 6 13 2006 OUT f fP oo,moo,, ASSESSORS MAP 39-94 LOT 15 Focus 0 1�0 AREA=21391fS.F. q ASSESSORS; MAP 39-96 LOT 27 -� o ,�0 1 CO UIT tz LOCUS MAP PLAN REF. 36319C ASSESSORS MAP- 39-96 ZONING: "RF" 11 ,,,,,,, eel, FLOOD ZONE.• 'C PANEL NUMBER 250001 0021 D ASSESSORS s O DA TED. 07-Oz-9z MAP 39-86 Rye DECK ,,,,,,,,,,,, 3g�, ,y ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,, ..,,.......,,,,,,,, o. <FND> 23 PLOT PLAN OF LAND o LOT 16 �O ,,,, II,,,,I � ,..... # LOCATED AT �o 23 EISENHOWER DRIVE ED ,,,,,,,,,,,,,,, ,,,,,,,,,,,,, """""" COTUIT MA. 5 ,PROPOSED " GARAGE _ ® w,�®® � PREPARED FOR- �� ®OF 1,4 �'®o PA UL BEA UDREA U �STEPHEN �� ® DECEMBER 23, 2005 J. DO''L a REV JANUARY 18, 2006 V0 S' `� ®® REV. ASSESSORS Tom 0�6 01®�J REV MAP 39—95 Y ANKEE LAND SURVEYORS 0 LOT 26 & CONSULTANTS GRAPHIC SCALE P.O. Box 265 so o is 30 60 . UNIT 1, 40 INDUSTRY ROAD MARSTONS MILLS, MA 02648 TEL• 508—428—0055 FAX 508—420—5553 1 inch = 30 ft. SHEET I OF 1 JOB f: 54019 JF