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0100 WATERFIELD ROAD
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',+-r�-'�"�,- - '�.� - ,- o a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map—, •�. 9 Parcel Permit# B (9 _ Health Division O: P ? d j Date Issued Z7 2 D _ Conservation Division 7 Fee 3� Tax Collector f EXISTING SEPTIC SYSTEM z�7'j Treasurer LIMITED TO—.3—#OF BEDR00 Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address 100 Village— 1�..4,��1, ��. -c, . U Owner I'A n 0 Address Telephone !�O Permit Request tJ D bg R_o,Ar A J:jAk + ,A-4 L �- Square feet: 1st floor: existing proposed 11 h 2nd floor: existing (7 proposed Total new Valuation M S 0,0 0 U Zoning District Flood Plain Groundwater Overlay. Construction Type Lot Size 33%M t Grandfathered: ❑Yes ❑ No If yes, attach supporting d�cument;Rllp,n. Cn C__ Dwelling Type: Single Family IZ- Two Family ❑ Multi-Family(#units) ' Age of Existing Structure 30 wa im — Historic House: ❑Yes ❑No On Old King's Fgg way: O Yes O No � � G Basement Type: [WFull Mrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) f7— C° w m Number of_Baths: Full: existing new Half: existing new Number of Bedrooms: existing_ new c Total Room Count(not including baths): existing s new_3 First Floor Room Count D Heat Type and Fuel: kGas ❑Oil ❑ Electric ❑Other Central Air: O Yes $Mo Fireplaces: Existing New Existing wood/coal stove: ❑Yes QKo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Qrnew size Shed:i'existing ❑new size Other: W x a( Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No ,If yes, site plan review# Current Use Proposed Use �^ BUILDER INFORMATION Name <� 1 T Lfy Telephone Number 72_2 — 47y9 Address License# Home Improvement Contractor# 7 Worker's Compensation# --)-S ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I SIGNATURE DATE 1 FOR OFFICIAL USE ONLY e ? 1 PERMIT NO. DATE ISSUED .. ` • li i C a1 F D , A MAP/PARCEL NO. ADDRESS VILLAGE ' ` OWNER - DATE OF INSPECTION: FOUNDATION 1'j ,� _ (� ��c��g¢, o �� �-✓ d: 4 FRAME INSULATION ct—D FIREPLACE e F { , 1 ELECTRICAL: SRO GH FINAL ! PLUMBING: ' 60-ROUGH FINAL GAS: ROUGH FINAL ` FINAL,BUILDING i DATE CLOSED OUT fASSOCIATION PLAN NO. 0 r - The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/orpnization/Individual): ell o r Address: p \_) ��l� �2.Jc.�..r-� City/State/Zip: Phone#: S 0 G 97115 CZ 6 G EL AlKe you an employer? Check the-appropriate bog: Type of project(required): 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 7 I am a sole proprietor or partner- listed on the attached sheet t 7• ©'12emodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working forme in any capacity. workers' comp. insurance. 9. ®-Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ 1 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' .3.❑ 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. (Contractors tbat check this box must attached an additional sheet showing the name ofthe 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: Policy#or Self-ins.Lic. #: Lf tl Expiration Date: Job Site Address: r- City/State/Zip: �k Attach a copy of the workers' compens ion 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 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 be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce rty nder the pains and penalties of perjury that the information provided above is true and correct: Signature: Y-rDate: 1 Phone#: Official 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 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." 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 s persons to do maintenance,construction or repair work on such dwelling house dwelling house of another who employ or on the grounds or building appurtenant thereto shall not because of such employment be deertidoe an erriplflyet." 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-contractors)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 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 permivlicense 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. Anew 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 as a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial.Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia °ptHET°�, Town of Barnstable Regulatory Services '^�ABLE, ' Thomas F.Geiler,Director Mass. jOTfDMA'�p`�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 vvww.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. r Type of Work: `1\ P /61�) Estimated Cost `� Address of Work: () L A r 0 m Owner's Name: � ,� Date of Application: e7/Al �7 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 []Building 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 apply for a permit as the agent of the owner: fiy� `7� Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav no CUR Appe dk J Table JS Mh(eentlnaed) Prneriplive Packages for One and Two-Family Residential BnildInp Hated�tb Fosa FaeL !V[AXf MUM Wall Floor Basement Slab Heatia8/Cooling Glaring Glazing Ceiling wall perimeter Equipment Efficiency' Areas(�•) U-valuct R-valuLj R-value' R-value° R � R valtto� pae3cage 3701 to 6500 Hating Degm D Normal 13 19 10 6 Q • 12% 0.40 38 6. Normal R 1Z% 0.52 30 19 19 10 6 S 12%' 0.50 38 13 19 10 N/A tlam►s1 - --T--.----ls!/.._.._016_.-=.-�38- _13-_ 25 ,� N/A --� 6— —Nmma1- -- ----- 19 l9 10 NIA U..:. .. ..1TA 0.46 38 as AFtJE y.::...:. „ :..:15'/• 0.44 38 13 ... 25 NIA 6 83 AFUE w . .. IS'/e 0.52 30 19 19 10 Normal. 13 25 N/A N/A i X 18% 032 ' 38 N/A Normal 'y 18% 0.42 38 19 25 N/A 13 19 10 6 90 AFUE Z . 18% 0.42 38 19 19 10 6 90 AFUE AA 18% O.SO 30 1,-ADDRESS OF PROPERTY2. : DARE FOOTAGE OF ALL EXTERIOR WALLS:. �� V 3. SQUARE FOOTAGE.OF ALL GLAZING: J D- - 4. 0/6GLAZING AREA(#3 DIVIDED BY#2): I � 5. SELECT PACKAGE(Q--AA-see chart above): NOTE; OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: • 4 q.farms-580303 a 780 CMR-Appendix J Footnotes to Table J4.2.1b: lass doors, skylights, and i Glazing area is the ratio of the area of the glazing assemblies (including sliding-g basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement, For example,3 ft of decorative glass may be excluded from a building design with 300 fl of glazing area. 3 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.51a. U-values are for whole units: center-of-glass U-values cannot be used. The ceiling•R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R 30 insulation may .be substituted for R-38 insulation and R 38 insuyation may be sttbatituted'for-R=49 insulation: Ceiling R-values=represent the sum-,of.cavity.,,. insulation plus insulating sheathing (if.used):For ventilated ceilings, insulating sheathing must..be..placed between . the conditioned space and the ventilated portion of the roof. . 4 Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing(if used). Do not include exterior siding, structural sheathing,and interior drywall.For example,an R 19.requirement could be met EITHER by R-19 cavity insulation OR R 13 cavity insulation plus R 6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces;basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must indows ana g glass ,doors.of conditioned. basethe same must be includeduwithent as the otheroglazingeBasementdoors must meetm.the door U.-value requirement basements must described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. If the building utilizes electric resistance heating use compliance approach 3;4, or 5.• if you plan to install more than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest .efficiency must meet-or exceed the efficiency than by the selected package.... For Heating Degree Day requirements of the closest city or town se&Table J51.1a NOTES: a) Glazing areas and.U-values are maximum acceptable levels. Insulation R-values are minimum acceptable-levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table 11.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 f RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.0.0 � � 1 FEE VALUE WORKSHEET NEW LIVING SPACE �11 � tIM2 _square feet x$96/sq.foot= vs x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE � � V square feet x$64/sq.foot= x.0041= I plus from below(if applicable) . GARAGES(attached&detached) square feet x$32/sq.ft = x.0041= ,t 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 (• Projoost Rev:063004 ! .3 L I • °ME, Town of Barnstable Regulatory Services B^MSTASM .1m MA.49. Thomas F:Geiler,Director �a 59•�a`0 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 I, 9-, ,as Owner of the subipa property hereby authorize t-�..., lL� to act-on my behalf, in all matters relative to work authorized by this building permit application for. r U� (Address of b) Signature of Owner XDate C'L�R V\ Print Name Q:FORMS:OWNEUERMISSION - BOARD'Q.F BtJILDIN�RE�G��`TI©NS L•icese: CONSTRUCTION SUPERUFSOR �. 049gT9 4 f N;umb: ;k \ BF:rt +957 • _ 6 Tr.no'. 25641 STEUEN,L ,' ' 1.99 W B°ARN`ST'ABLE, NSA`" 2 Commissioner n ®r Boarapftft h0 4f E41,ui/ding eb'uti O o ia Reg-<. 1. 'F/yE n,, NTCpHT Staada�'d. STEVE t A610 24CTOR 06 /99FVFN ,E�tto egRNS 7 �� MA o2666 e ' r8tp�. ` e C Fl-crsc'- .z r, vo � 1 P"7 LI PE fie. 1 3�r ST N oR . LOT I� 1�T ICo.o o , To THE ( �I7 �ANV� 'r T�,rt �o., � AND ITS TITLE INSURERS ) MORTGAGE INSPECTION PLAN I CERTIFY THAT THE BUILDINGS SHOWN DO ( ) CONFORM TO SETBACK REOUIRE1dENTS LOCA10 IN I.E (FRONT. SIDE. k REAR SETBACK ONLY) OF TIaPJ.Jc a5T�2�\�—��� WHEN CONSTRUOTED. OR ARE EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER MASS. G.L TITLE WI, CHAPTER 40A. SECTION 7. UNLESS OTHERWISE NOTED. MASSACHUSETTS I FURTHER CERTIFY THAT THIS PROPERTY IS N Or LOCATED IN THE ESTABUSHED FLOOD HAZARD AREA.COMMUNITY PANEL NO.: 7A-=1-00.1 e-G DATE: g_ 19_'9S DEED THIS COMPANY IS NOT RESPONSIBLE FOR ANY INDENTURES MADE SUBSEQUENT TO THE RECORDED BOOK DATE OF THE LATEST DEED OF RECORD. PAGE WHENEVER BUILDINGS ARE SHOWN LESS THAN ONE FOOT;FROM THE PROPERTY UNE IT IS ADVISED THAT A MORE PRECISE SURVEY BE MADE TO VERIFY THESE MEASUREMENTS, CERT. NO. THIS CERTIFICATION IS BASED ON THE LOCATION OF SURVEY MARKERS OF OTHERS, DOES NOT PLAN BK. 1�PACE REPRESENT A PROPERTY SURVEY. VERIFICATION OF SURVEY,MARKERS USED SHOWN, MAY BE ACCOMPUSHED ONLY BY AN ACCURATE. INSTRUMENT SURVEY. DRIVE HA EPICTED PLAN 9'r DATED ON THIS PLAN. ^ �G� THIS CERTIFICATION TO BE USED FOR MORTGAGE PURPO ONLY. h't OFFSETS AS SHOWN ARE NOT TO BE ;-f USED FOR THE ESTABLISHMENT`OF PROPERTY LIo SCALE: I--SC -30' BRADFORD SU41 "ENGINEERING CO. fir. P.O. BOX 1244 JAMES W. BOUGIOUKAS R.I .S. 9599 HAVERHILL MA. 01831 Beam 1 ®� �� " .. TJ-Beam®6.16 Serial Number.7004103419 2 PCs of 1 3/4 x 18 1.9E Mlcrollam0 LVL User.2 4152005 5:22:02 PM Pagel Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0A2 Roof Slope 1i12 l ,o a 24! ' All dimensions are horizorrtal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:14' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead SUPPORTS: / Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 4.75" 4200 1 2865/0/7065 L1: Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL 2 Stud wall 3.50" 4.75" 4200 12865 I 0/7065 L1:Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 6967 -6010 13766 Passed(44%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 41221 41221 44566 Passed(92%) MID Span 1 under Snow loading Live Load Defl(in) 0.812 1.183 Passed(U350) MID Span 1 under Snow loading Total Load Defl(in) 1.365 1.578 Passed(U208) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. q O PA W: PROJECT INFORMATION: OPERATOR INFORMATION: SWANSON RUCTURALv4, Distinctive Homes Paul Swanson g Swanson Structural,Inc. ,o . Mead Residence 116 Forest Street ST 100 Waterfield Raod Franklin,MA 02038 ss/ fo'!_. E� Osterville, MA Phone:508-520-1333 l. Fax :508-520-1334 7 v� paul@swansonstructural.com I job 1721 Copyright PJ 2004 by Trus Joist, a Weyerhaeuser Business Microllam8 is a registered trademark of Trus Joist. Beam 2 7A."'TJ•6ean*6.16 Wad Number.70041BusiMs vkycd �03419 2 Pcs of 1 3/4 x 9 1/2 1.9E Mlcrollam0 LVL User.2 4/5/2005 5:23:22 PM Pagel Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:012 Roof Slope412 All dimensions are horizontal. Product Diagtam is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 4200 2865 2' - beam 1 reaction SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliWTotal 1 Stud wall 3.50" 2.44" 2150/1482/0/3632 L1:Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam®LVL 2 Stud wall 3.50" 2.44" 2150/1482/0/3632 L1:Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3624 -3578 7265 Passed(49%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 6560 6560 13541 Passed(48%) MID Span 1 under Snow loading Live Load Defl(in) 0.030 0.183 Passed(U999+) MID Span 1 under Snow loading Total Load Defl(in) 0.051 0.244 Passed(U867) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240.TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. Of p PAUL W 5Fe PROJECT INFORMATION: OPERATOR INFORMATION: SWANSON RUCTURAL Distinctive Homes Paul Swanson CJ" Swanson Structural,Inc. o. 3 Mead Residence 116 Forest Street 100 Waterfield Raod Franklin,MA 02038 FSS/ I? ( E� Osterville,MA Phone:508-520-1333 Fax :508-520-1334 `7 0" paui@swansonstructural.com job 1721 Copyright O 2004 by Trus Joist, a Weyerhaeuser Business Microllam9 is a registered trademark of Trus Joist. C:\Documents and Settings\paul\Desktop\Swanson Structural\1700-1799\1721 Distinctive Mead 100 Waterfield Osterville\bm l.sms f Beam 3 Busi®� a T. ,6.16Seria, .��D3419 2 PCs of 1 3/4.. x 14,. 1.9E Mlcrollam@) LVL User:2 4152005 5:24:07 PM Paget Engine version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0.12 Roof Slope4.12 a o e 1s•s•• ' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:7' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UplMffotal 1 Wood column 3.50" 1.50" 1619/1149 I 0/2768 L5 None 2 Wood column 3.50"' 1.50" 1619/1149/0/2768 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2718 -2331 10707 Passed(22%) Rt end Span 1 under Snow loading Moment(Ft-Lbs) 12344 12344 27897 Passed(44%) MID Span 1 under Snow loading Live Load Dell(in) 0.300 0.908 Passed(U727) MID Span 1 under Snow loading Total Load Defl(in) 0.513 1.211 Passed(U425) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL L/240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. aF & i' PA W. 9�yG SWANSON 4 STRUCTURAL "4 OR INFORMATION: No. 353 OPERATOR H PROJECT INFORMATION: Distinctive Homes Paul Swanson Swanson Structural,Inc. Mead Residence 116 Forest Street 100 Waterfield Raod Franklin,MA 02038 7 O� Osterville,MA Phone:508-520-1333 Fax :508-520-1334 lob 1721 paul@swansonstructural.com i Copyright.© 2004 by Trus Joist, a Weyerhaeuser Business Microllam9 is a registered trademark of Trus Joist. C:\Documents and Settings\paul\Desktop\Swanson Structural\1700-1799\1721 Distinctive Mead 100 Waterfield osterville\bm 2.sms I I - Beam 4 ®.� ,' Buincss .. .. LV L TJ-Beam®6.16SerWNumber.70041003419 2 Pcs of 1 3/4 x 16 1.9E Mlcrollam0 User.2 415120M 5:24:56 PM Page, Engine vemiar.1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Wlember Slope:012 Roof Slope412 � 20' Pro AU dimensions are horizontal. Product Diaflram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:14' Primary Load Group-Snow(psf):25.0 Live at 115%duration,15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/DeadlUpl'iftlTotsl 1 Wood column 3.50" 2.24" 3500/2368/0/5868 L5 None 2 Wood column 3.50" 2.24" 3500/2368/0/5868 L5 None -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 5770 -4915 12236 Passed(40%) Rt end Span 1 under Snow loading Moment(Ft-Lbs) 28371 28371 35781 Passed(79%) MID Span 1 under Snow loading Live Load Defl(in) 0.556 0.983 Passed(U425) MID Span 1 under Snow loading Total Load Defl(in) 0.932 1.311 Passed(U253) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). 1 -Bracing(Lu):All compression edges(top and bottom)must be braced at 4' 1"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. o PAUL W. SWANSON .� OPERATOR INFORMATION: C STRUCTURAL PROJECT INFORMATION: No. 35334 Distinctive Homes Paul Swanson �Q Swanson Structural,Inc. Mead Residence 116 Forest Street S dAL 100 Waterfield Raod Franklin,MA 02038 Osterville,MA Phone:508-520-1333 v s Fax :508-520-1334 lob 1721 paul@swansonstructural.com Copyright © 2004 by Trus Joist, a Weyerhaeuser Business MicrollamJ is a registered trademark of Trus Joist. C:\Documents and Settings\paul\Desktop\Swanson Structural\1700-1799\1721 Distinctive Mead 100 waterfield Osterville\bm 3.sms I jug ♦, � Beam 5 T343eam96.16 Serial Number..70041003419 2 PCs of 1 3/4 x 9 1/2 1.9E Mlcrollam® LVL User.2 4152005 5:26:08 PM Pagel Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:012 Roof Slope412 - a All dimensions are horizontal. Product Diagram is conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 3500 2368 3'6" - beam 4 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 1.50" 1838/1271/0/3109 L5 None 2 Wood column 3.50" 1.50" 1838/1271 /0/3109 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3101 -3055 7265 Passed(42%) RL end Span 1 under Snow loading Moment(Ft-Lbs) 10058 10058 13541 Passed(74%) MID Span 1 under Snow loading Live Load Defl(in) 0.103 0.333 Passed(L 779) MID Span 1 under Snow loading Total Load Defl(in) 0.173 0.444 Passed(U462) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate- -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. OF PROJECT INFORMATION: OPERATOR1NFORMATION: o�' PAUL Distinctive Homes Paul Swanson SWAN ON Swanson Structural,Inc. STRUCTURAL va Mead Residence 116 Forest Street ,0 3 100 Waterfield Raod Franklin,MA 02038 Osterville,MA Phone:508-520-1333 FSS/ h#R Fax :508-520-1334 job 1721 paul@swansonstructural.com 7 ar Copyright 0 2004 by Trus Joist, a Weyerhaeuser Business Microllam9 is a registered trademark of Trus Joist. C:\Documents and Settings\paul\Desktop\Swanson Structural\1700-1799\1721 Distinctive Mead 100 47aterfield Osterville\bm 4.sms ®� Beam 6 T B.1gse�1� 1 2 PCs of 1 3/4" x 14" 1.9E Microllam@) LVL P l Version: esage ; THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0.12 Roof Sh"412 a 21. All dimensions are 1orizorsta6 Product Diagram its Couceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: IV Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Llve/Dead/Upllft/Total 1 Wood column 3.50" 1.69" 2625/1802 I 0/4427 L5 None 2 Woad column 3.50" 1.69" 2625/1802/0/4427 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 4357 -3812 10707 Passed(36%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 22511 22511 27897 Passed(81%) MID Span 1 under Snow loading Live Load Defl(in) 0.708 .1.033 Passed(U350) MID Span 1 under Snow loading Total Load Def1(in) 1.194 1.378 Passed(U208) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LI-11240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. p� PAUL V;. PROJECT INFORMATION: OPERATOR INFORMATION: > S,.'Ar!SON 0. Distinctive Homes Paul Swanson RUCTU L 3 Swanson Structural,Inc. Mead Residence EC,SYE�4o q 116 Forest Street 100 Waterfield Redd Franklin,MA 02038 Osterville,MA Phone:508-520-1333 057 Fax :508-520-13U job 1721 paul@swansonstructural.com Copyright'0 2004 by Trus Joist, a Weyerhaeuser Business MicrollamO is a registered trademark of Trus Joist. C:\Documents and•Settings\paul\Desktop\Swanson Structural\1700-1799\1721 Distinctive Mead 100 Waterfield osterville\bm 6.sms �bi�,s �sf Beam 7 ®III TJ-Beam®6.16 Serial Number.70041OUI9 2 Pcs of 1 3/4" x 9 1/2" 1.9E MicrollamO LVL User.2 4/5/2OD5 5:28:16 PM Pagel Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:012 Roof Slopedl12 1❑ b 7. A All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1'4" Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead I Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 2625 1802 3'6" - beam 6 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplifUTotal 1 Wood column 3.50" 1.50" 1429/1007/0/2436 L5 None 2 Wood column 3.50" 1.50" 1429/1007/0/2436 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2425 -2367 7265 Passed(33%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 7732 7732 13541 Passed(57%) MID Span 1 under Snow loading Live Load Defl(in) 0.079 0.333 Passed(U999+) MID Span 1 under Snow loading Total Load Defl(in) 0.134 0.444 Passed(U599) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at T o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. OF PAUL W. OPERATOR INFORMATION: o PROJECT INFORMATION: � SwaNSON Distinctive Homes Paul Swanson .., Swanson Structural,Inc. " RU L vs Mead Residence 116 Forest Street 100 Waterfield Raod Franklin,MA 02038 G/STER������� Osterville,MA Phone:508-520-1333 fsSlONAL Fax :508-520-1334 job 1721 paul@swansonstructural.com d 7 0� I _r Copyright O 2004 by Trus Joist, a Weyerhaeuser business Microllaml) is a registered trademark of Trus Joist. C:\Documents and Settings\paul\Desktop\Swanson Structural\1700-1799\1721 Distinctive Mead loo waterfield Osterville\bm 7.sms I L ®�er4W Z Beam 8 Y Busuica .. .. TJ-Bean*6.16WalNumber7004103419 2 PCs of 1 1/2 x 9 1/4 1.4E Solid Sawn Spruce Pine Fir#2 User.2 4/5/2005 5:29:33 PM Pagel Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0.12 Roof Slope+12 b 5• A All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:7' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/DeadlUplift/Total 1 Stud wall 3.50" 1.50" 437/291 /0/728 By Others None 2 Stud wall 3.50" 1.50" 437/291 /0/728 By Others None -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 680 -419 1489 Passed(28%) Rt end Span 1 under Snow loading Moment(Ft-Lbs) 793 793 3944 Passed(20%) MID Span 1 under Snow loading Live Load Defl(in) 0.007 0.233 Passed(U999+) MID Span 1 under Snow loading Total Load Defl(in) 0.011 0.311 Passed(U999+) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. OF PROJECT INFORMATION: OPERATOR INFORMATION: ��H Distinctive Homes Paul Swanson O PAUL W. �G Swanson Structural,Inc. SWANSON Mead Residence 116 Forest Street STRUCTURAL C 100 Waterfield Raod Franklin,MA 02038 .o No. 3g3'64 Osterville,MA Phone:508-520-1333 ISTER� Fax :508-520-1334 job 1721 paul@swansonstructural.com 7 65' Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business C:\Documents and Settings\paul\Desktop\Swanson Structural\1700-1799\1721 Distinctive Mead 100 Waterfield Osterville\bm 7.sms i COMPANY PROJECT Paul W.Swanson,P.E. Distinctive Homes WoodWorksSwanson Structural,Inc. Mead Residence 116 Forest Street 100 Watefield Road SOFTWARE FOR WOOD DESIGN Franklin,MA 02038 Osterville,MA job 1721 Apr.7,2005 13:40:06 Beam8A Design Check Calculation Sheet Sizer 2004 LOADS: (lbs,psf,or plf) Load Type Distribution Magnitude Location Ift] Pattern Start End Start End Load? Loadl Dead Full UDL 105.0 No Load2 Snow Full UDL 175.0 Yes Load3 Dead Full Area 12.00 (1.33)* No L0ad4 Live Full Area 40.00 (1.33)* Yes *Tributary Width (ft) MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS(in) : 0' 91 13-6" 1041 120 Dead 548 1450 282 Live 767 2491 402 Total 1316 Bearing: 17 23 LC number 1 19 1.0 Length 0.0 1.0 1.6 Cb 0.00 1.57 1.29 1.00 Lumber n-ply, S-P-F, No.1/No.2,2x10", 2-Plys Self Weight of 5.61 plf automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations:ICC-IBC; SECTION vs. DESIGN CODE NDS-2001:(stress=psi,and in) Criterion Analysis Value De n Value Anal sis/Desi n Shear fv = 64 Fv' = 155 fv/Fv = 0.41 Bending(+) fb = 441 Fb' = 1107 fb/Fb' = 0.40 Bending(-) fb = 501 Fb' = 1100 fb/Fb' = 0.46 �S� flf Deflecton i : Interior Live 0.03 = <L/999 0.27 = L/360 0.12 may" Cantil. Live 1 0.01 = L/827 1 0.07 = L/180 1 0.22 W. 'y SWANSON t. ADDITIONAL DATA: STRUCTURAL FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# N 33 Fb'+ 875 1.15 1.00 1.00 1.000 1.100 1.00 1.00 1.00 1.00 - 13 Fb'- 875 1.15 1.00 1.00 0.994 1.100 1.00 1.00 1.00 1.00 - 17 - - 1.00 1.00 1.00 17 Fv' 5 1.15 1.00 1.00 - 1.00 1.00 - - Fcp' 42 925 - 1.00 1.00 - - - -E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 13 C�- Bending(+) : LC#13 = D+S (pattern: sSs), M = 1573 lbs-ft / v Bending(-) : LC#17 = D+S (pattern: sSS), M = 1785 lbs-ft Shear : LC#17 = D+S (pattern: sSS), V = 1416, V design = 1189 lbs Deflection: LC#13 = D+S (pattern: sSs) EI= 138.50e06 lb-in2/ply (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 213 of 2 span beams and to the full length of cantilevers and other spans. 3.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4.BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. 5.The critical deflection value has been determined using maximum back-span deflection.Cantilever deflections do not govern design. . i COMPANY PROJECT Paul W.Swanson,P.E. Distinctive Homes WoodWorksSwanson Structural,Inc. Mead Residence 116 Forest Street 100 Waterfield Road SOFFWARE FOR WOOD DFSIGN Franklin,MA 02038 Osterville,MA job 1721 Apr.7,2005 13:43:15 Beam9 Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs,psf,or pif) Load Type Distribution Magnitude Location [ftl Pattern Start End Start End Load? Loadl Dead Full UDL 105.0 No Load2 Snow Full UDL 175.0 Yes Load3 Dead Full Area 12.00 (1.33)* No Load4 Live Full Area 40.00 (1.33)* Yes Loads Dead Point 1802 9.00 No Load6 Snow Point 2625 9.00 Yes *Tributary Width (ft) MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS (in) : 0' 1, 91 1T-3'. Dead 512 3076 397 Live 755 4395 591 Total 1267 7471 989 Bearing: LC number 1 14 17 16 Length 0.0 1.0 5.5 1.0 Cb 1 0.001 1.61 1.07 1.00 Lumber n-ply,S-P-F, No.1/No.2,2x10",2-Plys Self Weight of 5.61 plf automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations:ICC-IBC; WARNING:point loads applied at support locations only affect maximum reactions and bearing lengths.The point loads have been added to the reactions without regard for load patterns. SECTION vs. DESIGN CODE NDS-2001:(stress=psi,and in) Criterion Analysis Value Desi n Value Analysis/Design Shear fv = 71 Fv' = 155 fv/Fv' = 0.46 Bending(+) fb = 457 Fb' = 1107 fb/Fb' = 0.41 Bending(-) fb = 691 Fb' = 1102 fb/Fb' = 0.63 Deflection: ���{ OF Interior Live 0.04 = <L/999 0.27 = L/360 0.14 �. Cantil. Live 1 0.01 = L/839 1 0.07 = L/180 1 0.21 q�� PaUL W. Cy SWANSON ADDITIONAL DATA: STRUCTURAL FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# 0. 53 Fb'+ 875 1.15 1.00 1.00 1.000 1.100 1.00 1.00 1.00 1.00 - 23 .o Fb'- 875 1.15 1.00 1.00 0.995 1.100 1.00 1.00 1.00 1.00 - 17 Ell 135 1.15 1.00 1.00 - - 1.00 1.00 1_00 4 f O/' E.Q'G\�• Fcp' 425 - 1.00 1.00 - - - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 23 Bending(+) : LC#23 = D+.75(L+S) (pattern: XSX), M = 1630 lbs-ft Bending(-) : LC#17 = D+S (pattern: sSS), M = 2464 lbs-ft Shear : LC# 4 = D+S, V = 1542, V design = 1309 lbs Deflection: LC#23 = D+.75(L+S) (pattern: XsX) EI= 138.50e06 lb-in2/ply (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) i COMPANY PROJECT Paul W.Swanson,P.E. Distinctive Homes WoodWorksSwanson Structural,Inc. Mead Residence 116 Forest Street 100 Watefield Road SOMVARF FOR noon oesIev Franklin,MA 02038 Osterville,MA job 1721 Apr.7,2005 13:45:08 Beam10 Design Check Calculation Sheet S¢er 2004 LOADS: (Ibs,psf,or plf) Load Type Distribution Magnitude Location (ft] Pattern Start End Start End Load? Loadl Dead Full UDL 155.0 No Load2 Snow Full UDL 125.0 Yes Load3 Dead Full Area 12.00 (5.00)* No Load4 Live Full Area 40.00 (5.00)* No *Tributary Width (ft) MAXIMUM REACTIONS Qbs) and BEARING LENGTHS (in) : 0, 5 Dead 545 545 Live 609 609 Total 1154 1154 Bearing: LC number 3 3 8 Length 1.8 1. Lumber n-ply,S-P-F, No.1/No.2, 2x10", 1-ply Self Weight of 2.8 plf automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations:ICC-IBC; SECTION vs.DESIGN CODE NDS-2001:(stress=psi,and in) Criterion Analysis Value Desi n Value Anal sis/Desi n Shear fv = 78 Fv' = 135 fv/Fv' = 0.58 Bending(+) fb = 732 Fb' = 962 fb/Fb' = 0.76 Live Defl'n 0.02 = <L/999 0.17 = L/360 0.15 ADDITIONAL DATA: - P"UL tAl' n ' FACTORS: F CD CM Ct CL CF Cfu Cr Cfr.t Ci Cn LC# Z SWANSON Fb'+ 875 1.00 1.00 1.00 1.000 1.100 1.00 1.00 1.00 1.00 2 c� STRUCTURAL y Fv' 135 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 53 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - A �tkKjt`� E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 3 Bending(+) : LC# 2 = D+L, M = 1306 lbs-ft Shear : LC# 2 = D+L, V = 1045, V design = 722 lbs Deflection: LC# 3 = D+.75(L+S) EI= 138.50e06 lb-in2 LE- -7 05 (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) 1r (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -no pattern load in this span) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. r COMPANY PROJECT Paul W.Swanson,P.E_ Distinctive Homes WoodWorks° Swanson Structural,Inc. Mead Residence 116 Forest Street 100 Watefield Road SOFTWARE FOR WOOD DESIGN Franklin,MA 02038 Osterville,MA job 1721 Apr.7,2005 13:47:36 Beam11 Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs,psf,or plf) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? 13ad3 Dead Full Area 12.00(10.001* No L0ad4 Live Full Area 40.00(10.00)* No *Tributary Width (It) MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) : LN o' T 14' Dead 332 1108 332 Live 1050 3500 1050 Total 1382 4608 1382 Bearing: 2 LC number 2 2 Length 1.0 2.0 1.0 Cb 1.00 11.181 1.00 Lumber n-ply, S-P-F, No.1/No.2,W", 3-Plys Self Weight of 6.59 pff automatically included in loads; Lateral support:top=full,bottom=at supports;Repetitive factor:applied where permitted(refer to online help);Load combinations:ICC-IBC; SECTION vs.DESIGN CODE NDS-2001:(stress=psi,and in) Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 91 Fv' = 135 fe/Fv' = 0:68 Bending(+) fb = 552 Fb' = 1207 fb/Fb' = 0.46 Bending(-) fb = 982 Fb' = 1207 fb/Fb' = 0.81 Live Defl'n 0.04 = <L/999 0.23 = L/360 0.19s ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# �O`� PAUL V'!. r% w Fb'+ 875 1.00 1.00 1.0o 1.000 1.200 1.00 1.15 1.00 1.00 - 2 SWANSON r!`' Fb1- 875 1.00 1.00 1.0o 1.000 1.200 1.00 1.15 1.00 1.00 - 2 0 Fv' 135 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 C.' STRUCTURAL Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 _ - . 3 3 Ufa E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 2 y ISTE`��� .4El Bending(+) : LC# 2 = D+L, M = 1814 lbs-ft FSSOPS`rl. ��u��4 Bending(-) : LC# 2 = D+L, M = 3225 lbs-ft �V Shear : LC# 2 = D+L, V = 2304, V design = 1986 lbs ,} ��O Deflection: LC# 2 = D+L EI= 66.69e06 lb-in2/ply `j (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4.BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. r JUL-22-2005 02 :55 PM DISTINCTIVE. HOME. DESIGNS 1 508 428 9398 P. 02 COMPANY PROJECT Pau(W.Swanson,P.E. DlslincUve Homes esidenca ®�►t�V�l�r ks� Swanso to n Structural.Inc. W rld Road 1 I S Forest Street 100 tcnuatrro+�rooaourcx Franklin,MA02038 Aetervim,MA lob 1721 Apr.7,200513A7:36 Beam11 -� I Design Cheek Calculatimn Shoot Sizer 2004 LOADS: i tee,paf,or pN) Load Type Distribution Magnitude Location (Lt) Pattern Start End Start End Load? Loa 3 Des u 1 Area 12. (10. I` No Load4 Live full Area 40.00 10.00), - r utary t (ft) rMAXIMUM REACTIONS Bibs)and BEARING LENGTHS(in) i ^_7' 14' 1108 3321I Dead 332 3300 i05011 Live loco 30 1382 111 Total 1382 Hearing: 2 LC number 2 2.0 3.0 Length 2.0 1.18 1,00 Cb 1.00 Lumber n-ply,S-P-F,N01INe.2,2x$",3-Plys Self Weight of 6.59 plf automatically included in toads; Lateral support:tope full,bottom=at supports;Repetitive factor.applied where permitted(refer to online help);Load Combinations:ICC-IBC; SECTION vs.DESIGN CODE NM2001:(stre9sr-pal,and In) Criterion. Analysis value Deaf n Value Anal Bits/Deal n Shear v 1 6v' 135 fv/Fv' - 0.68 8endtng(+) fb - 552 Fb' 1207 fb/Bb' = 0.4E .Bending(-) fb n 982 Fb' 1207 fb/Fb' 0.81 Live Defl'n 0.04 = <L/999 0-23 L1360 0.19 J ADDITIONAL DATA: 'r FA,CYORS; F CD CM Ct CL CF Cfu Cr CErt Ci Cn LCq O PIUL VJ, �� :., Fb'r 875 1.00 1,00 1.00 1.000 1.200 1.00 1.15 1,00 1.00 - 2 SWANSON Pb'- 875 1.00 I.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2 STRUCTURAL ' �" Fv. 13$ 1.00 1.00 1.00 - - - - 1.00 1.00 1_O0 2 3 } > Fcp' 425 - 1.00 1.00 - - _ 1.00 1.00 r = E' 1.4 million 1.00 1.00 - - 1:00 1.00. 2 t4✓ Bending(+): LC9 2 = D+L, M a 1814 lbs-ft Sending!-): LCM 4 - D+L, M ` 3225 lbs-ft Shear LC8 2 - D+L, v 2304, V design 1986 1Cs -7 O S" Deflection: LCI 2 - D+Lr EI- 6S.60e06 lb-in2/pl.y f (D-dead' L-live S-snow W-wind I-impa(-t C=C0n9truCt1on CLd-concentrated) (All LC's are listed in the Analysts output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your appl(cellor. 2.Continuous or Cantilevered Beams:NDS Clause 4.2.6.5 requires that MOMI&I grading provisions be extended to the middle 213 of 2 span beams and to the full length of cantilevers and other spans. 3.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4 1 4.BUILT-UP BEAMS:it is assumed that each ply is a Single continuous member(that Is,no bun joints are present)fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top4oaded.Where beams are side-loaded,special fastening details may be required. F� t Town of Barnstable Regulatory Services AB MA s I E Thomas F. Geiler,Director i639 p��� Building Division ATEO�� Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: 119 Project Address ) bb U) Cie O 9,33uilder: ` 6 vz RkQ-I t UY The following item were onrreviewinjoted n V IK�J �t,�L U `A CA C Pu" -,Y\ D4—u Sia. 1 r S e v e d 5 e v r�vtc� aaV-n A Sn v� CcQ �yv\ S C 11n O-� n rri Id2 i -� 'J Reviewed by: Date: - �j Town of Barnstable Regulatory. Services sMrrsUBLL Thomas F.Geiler,Director AsAss. 059. 9�'prEc + Building Division Ralph Crossen,Building Commissioner 367 Main Street, Hyannis,MA 02601 v Office: 508-862-4038 Fax: 508-790-6230 SHED REGISTRATION Location of shed(address) Village Property owner's name Telephone number 10 0023 Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? `� q Conservation Commission(signature required) PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-fortis-shedreg - -- STANDARD LEGEND NOTE:not all symbols vdII appear on a map — GOLF COURSE FAIRWAY EDGE OF DECIDUOUS TREES I y.. I MAP 11 / EDGE OF BRUSH r _r ORCHARD OR NURSERY I 22 v-v—v—v EDGE OF CONIFEROUS TREES - # 116 ; MARSH AREA — — EDGE OF WATER DIRT ROAD -- -- -0RIVEWAY SPARKING LOT PAVED ROAD — — DRAINAGE DITCH - - - - PATH/TRAIL PARCEL LINE ' bP119 MAP na�* --MAP# 21E=PARCEL NUMBER #te60-* HOUSE NUMBER - ---•-.- 2 FOOT CONTOUR LINE # 106 to 10 F00T CONTOUR LINE Elevation based on NGVD29 v 4.9 SPOT ELEVATION -. STONE WALL FENCE RETAINING WALL MAP 1 1 / RAIL ROAD TRACK -. STONE JETTY SWIMMING POOL - - # 94 PORCH/DECK o BUILDING/STRUCTURE n=i a l .- DOCK/PIER Q HYDRANT e VALVE O MANHOLE O POST 0" FLAG POLE T O W N O F B A R N S T A B L E O E O O R A P H I C I N F O R M A T I O N S Y S T E M S U N I T o SIGN ® STORMORAIN N PRINTED SCAEE:IN FEET *NOTE:This map is an enlargement of o **NOTE:The parcel lines are only graphic representations DATA SOURCES: Planimetrics(man-made features)were interpreted from 1995 aerial photographs by The James `t',: I"=100'uole mop and may NOT meet of property boundaries.They are not true locations,and W.Sewall Company.Topography and vegetation were interpreted hom 1989 aerial photographs by GEOD UTILITY POLE o TOWER w-. a 25 50 National Map Accuracy Standards at this do not represent actual relationships to physical objects Corporation. Planimehia;topogrophy,and vegetation were mapped to meet Notional Mop Accuracy Standards I INCH=50 FEET* enlarged scale. on the map. at a scale of 1°=100'. Parcel lines were digitized from 2000 Town of Barnstable Assessor's tax maps. d LIGHT POLE O ELECTRIC BOX , _ . . N _ Q , t{ A "._��',._�`'�I-..r "� �,r Sri}! :1� T.�4F M t l'i'''t ^ t' xl.i•F"'Y N'#1., .b t,? +' 41�Ir i.i�A YA•jt K 'r �,* y ,).ir -;, "t r 'Y w jr., w d 1 �+''.,•w{ r j r { r `k.•1,� {¢.. '+ cw - , n'i + ':._I�,,'7._.1--;.` 7 1:1"..`* .,`'1:.'I. 1.'-'"",.',-.,,1.1'.,*�."._.,I_",'... 1 - r r '' t't it `!': r I i ! t r r.rY Y 3 y �. ;1. 1 0 ` 1 •, 7 !. ',.;� IA�.L t j 4t-� k� .f t,,ii r 1.,"�' t+.D� q. [� '^ �a F {r 'r` �' t+�.�' ,� {, l ! , And an Barnstable. (Osterville "" ;Rob" a ,I, ! 1' , '' :� t s { :� ,., y ,•, Bokngi1R to ert F Horan, rusteertDd in dook' 0.$4 f9*o .r r1 `A f .r s' 1." w r Land Court CertiAeatN No in{Book'' t { " ' ; J .' , r _ > t Popp; v, t # s rt;.'.� ' Paa! . In `�'srnatabl�R.ota":.af Reeds , -`'r 5. ;; s . y Y r� ,Iecorded Plan. af...Land::in Qsta .16"!e h B,�ars .Kel , �C�'E1 t ,., ,' ► Barnstable Y e - DO» r �g�r P a m.. Registry of Deeds, Plant < '�97°+ ofY rl+ look 119 { rch 1 S55 ' t c,Fihd Plan No IAC'. ~+ A�. i r ..L tr r o-'l a ,d y_i b,,,-rig " i".-pp,s .� +OUND EXAMINATION 'r" ' \�,°,;;,t" ►:y, e; r {r ,, ;. a s ARY` " THE BOSTON '� FIVE CENTS 'SAVINGS ; BAN 1 , ,iE 1. pan No. , + , it; I ! 1 >r 1_ r s �' FSB ' 7 A 4 Koby RutstemP and Tina "'r.` F r f 3 (! , Aronson x LouIs V Sorge f 1 I, •r r,v;.v'v11l' yt''s Nx�s _ 1 t' ,•1f. t t ,{ t,. .. t •i' 7..•r ^w r di_ it+c A�• s,rf i4 � t ` 1: ' i tj�� t ,7', `k. 3 f ,Y, 'y: .i� .f�N 1 r t t. t v r.;, 1 fit` AS :.1� r Jn� if�.Vr t. t v 1 r+k'r'd ! •. + ' ..i' 1>< :' i f,1 4 •'�\ _y } +`1t `5 h. ;L l 'Z J` y rk.�fi s ,t r .t , !ti '�' i °.. �' k; �61 rrzt' "'$ ';'i�.' r plrt Sr r�l t !p R y tr t ' ,\ !I .t_:;. :1 , n Et' r li., t 4. t:.. _ o y �,a�, ,,., 3 \ y y+: t , * ryS.t� �i 4! r IrA tti{ „� 9 (t 5 g. r L,y!. t c' .4 _ ♦ �, t.t i� .x_.. ,v a:'�(' v �' ,,gip �:' t } ,�. '••3 ¢rr ,-. 1 t ! r ,r t 4 a 1 Lg*� R4 J�� i ��a t -'"A t l x; r Y! 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'>� !L�R it •h, ?,_. �'t fir. t� p J '�. r< t I 4 .�{J iwr 4,,tf u//��•//��. �r ;# ;'r 4 ��,, a '''.' t pa r ( a! b i j ? :a`1 Y` . ra iir a 984 t ) i a n K��a`+(n rIVV ,x x ; Y$`i -t r 4, _A,1 is,.' itlrtK w { trrT S' j alp s�.-`. .,� ,. ::':•,- rr- � .�. ff, :—;t ok i^ r "i«I, t.. 1 +h,}i.e�,ol,1 � ry rti,j ! b rrr ttt ^r ,t M1. #: , ! rs• r40204 tt � x § t 1 ; C8 r m , ` t i(_ ''.,W ! f13'�.L.,'C�, ••rt- r ;Y .:f •i, 'ew,<11! •.{ r.,,t. f i a t p' r, r,r t':., .:•/ ° , � .y f ,* .� rr Q . p]i1.!"Y"( c,..i s y t>... - 2 i 1 -;'j t �A j t 1 > t'4 ��> b= A /♦` + - Ct. 't ta,� ..kr t4 1 !',y •C s.L, r,�".r'� 1 t �:\ �t _.,1< , ': •r(J 1N. 4.T'E 'R F',, E' I,NDjy � . RIR. `D #�!A h r t f �...._ ..,.. ftt_ 3 a .dn.. ! r 4 t :.ft" x.:r:: -.'a. -'e 1 a '+'f 'Ass'e5sor's offioe (1st floor): f_ 4�3 SEP` IC SYSTEM MUST BE �Df,TMETo` Assessor's map and lot number ................................... ... I t'I(STALLED IN COMPLIA�9� Board of Health (3rd floor): L? WITH TITLE 5 Sewage Permit number ......... f t� 1..r%"� Z BlSII9TGDLL, . Engineering Department (3rd floor): iffPCHMENTAL CODE �o NAG& m� 639- House number f;,'r��p�q f E�p���TF,�`:�-r_ °moo rav 6. APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO /v�' �� Ii a /,0 ............................................................................ TYPE OF CONSTRUCTION .t...........� G'.a ....../.: /�1.! .��.................................................................... .............%,5..... o............... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...` 0 5r. AII ex.Cel1d.......lRa1........... ��..:(...�..[ /.. .............................................. ProposedUse ......... N.I./.. J.. ...................................................... ,.............................................................. �O. .................................Fire District ... .. 4/Zoning District ......... ........................ .. ..............................................................Q T�ei �J/� ONSO/t/ / �v !� Name of Owners................. ........�.............................Address ....................... . .........................: �. .�!..�/.. Name of Builder �c C �'jJ�l.t' .1�! f� -f!! � .Address P, X...OK7..........V...t1 01.11e ....ap 65 Nameof Architect .................... .................... .......Address ..........................................................�.. .. ........... ......, > /5�r �� �L x �y c3 Number of Rooms ............ ...... .........� mod. � tt .......Foundotion .... .6.�I�G - � AJ �c� / _.......................................... Exterior ..... ('��. ......�............rt/ ` eS Roofing .........�(� .� . YJ / 1 ................................... ........ ....../.. ... .. ... ....... ... Floors Wco /G ✓'' 'fit �oJ" ..................../...........fjf�...............................................Interior .................. - / r Heating ....../ .��.....r1J.t. ..... � 4...........Plumbing .................................................................................. , O Fireplace .........Y.L? .............................................................Approximate Cost .........................U�UP C ............................. Definitive Plan Approved by Planning Board ---------------------_----------19________ . Area /. .... .... .. °. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH 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. Nome &1� V .. ............................................... Construction Supervisor's License -0/iF ` 6.......'.......... ' ,JROTSTEIDJ / 2\BO0SON ' � ..Build Adcli�ioo ' ' Permit for ----------- ' ' Si��l� F��iI� Dwelling __ _ __ __ ,____ ____. r ' Location .....lO�0-\��t���fieId .Roa�l __ 0sterville -------------------------- ` Bototei��/ &r000mo - Owner --------____------_-_- �raoze ^ ' Type ofCnnstruc�on -------------- +' � ------------------- Plot ............................ Lot ---------^- ' ' ^ ` . ` . - ' - Mazob 30 , '^ 87 Permit Gron*e6 --------.�.--.`-lV � Date of Inspection --------.-'.�]P . ' Dote Completed ----�-�����----l9 . � ' . � � ` ' ' ~ ,*THE TOWN * OF BARNSTABLE BABBSTABLE, NAM 039. am BUILDING INSPECTOR APPLICATION FOR PERMIT TO ... ...... . ..................................................... TYPE OF CONSTRUCTION ........... ...................................................................................................... ............ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: .........jf.".450-0 .......................................................... Location .................... . . . . . .... .... .... ProposedUse .......pon-411.11.4.............................................................................................................................. ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner ... .........Address ... 41 ...... -.1-1/ Name of Builder .to ...a., ,`�. . ...... , .. . . . . .. ..................Address ....... .... .. Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ...../..........................................................Foundation .......—"474�............................ Exierior ........ ,6-.,4.J7.a4 . . ...............................................................Roofing ... .............!............................ Floors ....... ......................................................Interior .................................................................................... Heating ...................................................................................Plumbing .................................................................................. Fireplace ............:......................................................................Approximatt, Cost ..................................................... Difinitive Plan Approved by Planning Board --- - --------19-7--Z. Diagram of Lot and Building with Dimensions .2"Ok. C) rn ;--4 0 CO rT-, 0 0 -91 0 " 1 U, Oil -IT) T1 no LO 0 -n 0 rn I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...................... Nelson, Lavioia. M. ��c~ � ` 1L466 add to single No ................. Permit for ....................................family diielling ' .--------------.—.---------.— | IOO V�±erfioId Road Location --.-.---__--___________. � ! OetezviIIe ( ' ----.--.-----..--.----------.. , Loninia M. Nelson Owner .................................................................. - � frame Type of Construction -------------- ^ � ' -----.^—.—...----------------. � `- Plot - �� ^----'—'' -- ----------'' - ^� ^ - . , Permit Granted .........<ktQ/bPr..2 .......... 9 71� Date of Inspection ------------.l9 Dote Completed ... ^ ' l��omp ---.�------. ^ ` ' PERMIT REFUSED � . ! ................................. 19 . . | � � .—.-----.------.—.—.—.-------- (� - � ^,.,_,,,,,,,,,._.,____._._,,,_____,,. � / —,--_----.—.^_.....—..—~--....,.~. | |. '—'---^^`^''^~~^--^----^r---'--^^ � Approved .. lQ � . ' ..................................................................'...,......' � | , -----------.------------.—.— � � Assessor's offioe Ost floor): 1/9 0 0 / Qo�� THE f t • Assessors map- and lot number ..................................:...:..... Board of Health (3rd floor)- Sewage Permit number .. .... Z BoA,SDSTIIDLE, Engineering' Department (3rd floor): House number .................:...................................................... '�•£p�Y h�e� o APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF' BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO / � .. ` .' � a............. .. ... ........................................................................... TYPE OF CONSTRUCTION ...........SN.g5a v..... .................................................................... • ` .............. ..............19..Y..� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: .../too 7�e.. . 'e..�..1...d. Ov e . �.1/� Locationv................ .... ............................................. IProposed Use ......... .1.f'c ..`I. '!V. ./.. .. ...................................................... ,.............................................................. Zoning District ..........1...1........................ .................................Fire District ....... . C/ Name of Owner d cS.�e /1 OA).SQ�....Address `r� L�l�� .......... .............................. .. ......... Name of Builder/cS4/..�� .�G Vl+/ ... .Address K...00...... .....Oo`666 Nameof Architect ..................................................................Address ......................................................X...,. .. . yL �.pp Number of Rooms ............ �... ... �...�.., ).ye .......Foundation C.6NGR'e �� --�U�l Avow / .................................................................... Exlerior ......(,t994.....SLt (1ti/ 9lE?S'.............................Roofing .........�iS�t7�'1..do ..�.. .........................I................. ! cvaod�c p R��e Floors ..................... .... ........ ..................................................Interior .................. ................................................................. Heatingt7•k:m. ......eo .....�15�j.........Plumbing .................................................................................. Fireplace .........f..�s.............................................................Approximate Cost. •1.,..�(�� O�O� O ........ Definitive Plan Approved by Planning Board ________________________________19________ . Area Diagram of Lot and Building with Dimensions Fee O SUBJECT TO APPROVAL OF BOARD OF HEALTH All 1 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 Q , Construction Supervisor's License Dl U ROTSTE'IN / ARONSON A=119-023 No ...3.4 .7..,1. Permit for ...Build'...................Addition.............. Single Family Dwelling ......................................................................... Location .....11,00 ' ater"f: :eldsRoad ..................................... Ostery lle= =�?.. ..... ..c Owner Rotstein /Aronson ........................................................ Type of Construction ...,Frame ............................................................................... Plot ............................. Lot ................................ March 30, 87 Permit Granted ........................................19 Date of Inspection .....................................19 Date Completed ......................................19 tit'-rv4^� �e;r.-raid •. s�a�wt;t+d ilanMid>n*r'tia vtkro :r--amidal#yt.. .h,: - r .r ER' �_..� 1.' .. .. .... J J C. ..Ir• - J 1l' �,r, '.t ..�I+•1:.. G.�.Eb6lc:.+ ,Y: >, a�+.tic fv(b1i�B�E# .. Y!'C{*�t¢R>i` .LsdaB B_G^52-.i.r>'. r+'„.z -e e..1._G.geip:g : � I�"B-:E:=-B;3-�a-iE9.7 5 r.; .+_ s f Actrc;1!i0•il• �E�{� 'r9�r�C_•r•�-c'?^-d5r�ia i•i>.: •. »-.�v.m.�l+c n716W_6+J liti.6frr-7• .n.. _ + 4.e. f. m,�ul�E .. ,. ....-...._ ..�. x.- �'.�iy, s� r T. � __-.. __,_..'�, .• .� _- �?i.. ... �"t.�.'!�? .�..'�ltil .'rs�R« �� �I'd. .1 '_ ,!• :. •. •a-,r-PT � :«.•.. r ♦ ,:r;�., ,it .. TVSP, .r•r.• r.r. ,,.,. +. - A:.,i,., .Jt1.:la• - ..•}: - !r, i+:93'pSlM11Pt$'bi IFif�{f`tf•.',.'�Ifli !�f.C!b•d.dBTEfl1�E"�11n.. 1 f .Y'21_rh E,,.L.1>'BTd96igf�'Fi� �I� ,'d'.!dYYP37749;E:=1!-'n. C _.0.. .. _.1;i.;E..B.'T'B'•'LBf1�41�'.�'IAi (�i i�}A"dMl(1�1'R:`P'p'.!AISFl1'd4°F"t`%t." _�T 1':+R• f ._ -SY"{A:B�lB6%y1'M��( �7Q'�ht4�YfG''GYf'IR1S2171��:.`• ..T l'4.^" Ox>'�_r:.1.S.:I ----._ _ -BEAM I'-a-1111 •'K IS' L. L V _ (ii`I V b ErJTmj flJOdG ar_13 "X y•q LVL _ -- —. w C'eeF Ex-rr r.o��o- _�rov G.iw —I' /. );NTizy I�oOf'�'«�Nd'ac- � '..n�: - li� _— • rNT+i-y(r_coc�Belfo'+1' / \, tSiMHG&.2ooP axlo Ib•'o.c. ` � _.BCAM L' RVAM 2• pwp -r 1Z -_ '- -' ; •yJZOgO2P.,6.� .2?C9'UL(%1�2ll_Q—S'. �, EAM3 'a-Is, X I yF �LA•4'L-V L 4.1 VJ .I \ �" � � 7B'�SPti'N- � - I2+r1•.oW � nwo 16r I all dl I :� 5 I [�-las H'na JKL STJDS ) I Gnr:•k�� `k - I � I b � I � �ErsaNrwNLr_DN�y 1 I.y.D.. .&_• I Y' YS�:cwcflj,�wo. I royuN✓ G ', z' I=D MD�sE•.• 7 I B TUMINOUS DAMPPROOFINGcI' �I DATIOM It, FOUNNDATIO14 WALL - qlNu2 OVeR ICON•DEEP CONC. FOOTING DRAWN BY r, T —1-..-�,_• _ DFINv, r I [ EH rG:�[tcccN., iN r eD� - 1 vLs nnitni nn..,�. _ �?.�•fir✓ ! •1--<G .-O ! '1$t'N i KEYED G z,,ie.Rt R �a - .NEw.'ROD7TIOM '--- K-Ho_/nz�+-•Iti N ». Al Ss I� _ I I i ` Ibkr F{xY RnOµ a e Gay S W.�Gl� EN .1. T6 C•=8"p. .ruJ .V�NT rtTul E�ly-fINC+pLov/L.JaiSrHEiNFT $rtl. �ulTa:byR BULB oN�F EIl TiMCG'IN Foy02. + ,. _wseL�As po551fSLr �. ..... BA9PHPNT PLOOR. 4'CONC.SLAB OVER I MIL ON 6'COMPACTED GRAVELR .. SECTION:U MASTER BEDROOM Z. i Ij _. — — _ - _ _ - Bqy C4DRE-Br.irb rl r� Q o �IrrIII WINODW'HEIGIE'�5.,. D • - ry,rttG{:F.uSTHa.51cI:IG tYa>tinG� Il: n •6 � _ Zfil-TS4f_ I T CC-4TG�-N SSo jsgrc+t:Evi�TiNG.TCL InL. O . - i: IE6f6.5GjUaPA._ 16SA 6D. +YD 6ORRD Ul I IJ'I III 4Q 1 _- - - - ' --:. -- -- --- - v a - I - I � FRONT ElYTRY�Y.~: � GARAGE. �IFRON IC ILIEVATI ON SMOKE DETECTORS RF,,VIEWED IMPORTANT —.UPGRADE REQUIRED n T i a _c. ES'TH UPGRADING OF •�� �� STATE BUILDING�C�ObE REQUIRES: E N •� 9 ING DE DATE 1� SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN �`I . ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. 3 e NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE RRE DEPARTMENT DATE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL -- BOTH SIGNATURES ARE REQUIRED FOR PERMITTING PERMIT DOES NOT SATISFY THIS REQUIREMENT. F aisfuub MASTER BIEDD]EROOMILI �� -5 �'P6R EVaNNL 1=y pOr{VEar - J a REAR E L E YA1E 1®1V f�761c.V t1 ' T .=_671rlcus•.`{'-P+N�•• r-Wi 41111:!cfp -1 -rt� _I_ �IT. T _ Ii_ r� s f 7 1: I _—I --- - - E U11N fi_.oD2 x egg LEFT ]ELEVATION LEFT ELEVATION GARAGE � L BEDROOM WINGADDITION: I I II F,Eo"t".wvau-,�a(s.nco� -I oN 16k B" 4anc--F.�•cTNm T-1 - J 5E-�FuuNortt:�r•E H-�. I 'Fulr_Fauriil ftTiOry nwlToN—'- - - '- - 9 SEE FE 3 i .. GENERAL NOTES K ALL CONSTRUCTION shall conform to the current standard building code I.the town whom construction shall take place. The builder shall inspect the existing conditions in all areas of remodeling or construction changes to existing pants of the z / home. . REMODELING 0 Most walls to be removed are shown w dashed lines and notes but on site inspection will be necessary to determine all demo walls. New walls arc shown w shaded. f EXTREME CARE must be taken to avoid damage to interior finished space,by Rq water and wind conditions.Cover open roof areas with tarps to prevent wafer ' ' intrusion to finished space below.Cover and protect the existing hard wood floors, .� carpet etc.,with particle board or a similar product. _ / FRAMING.Sub-floor plywood is to be glued sad nailed oer local and state code. Wham Joist spans are in access of 10 feet•wood or metal bridging shall be used to Y , - ,I reinforce the floor system. . I.y THE BUILDER shall verify all dimensions and measurements of rough openings for l windows and doors,is the Geld. DRAWN BY THE DESIGNER is available to assist the builder with any questions.Call the I 14'b �'S.S•-wa phone number on this plan fL1a5E 7s �ig'1 . l 1iLr I. _ _ a : IJ. O 4 J 5 �A\ til- 1 BEDROOM#;; 'M LAUNDRY BA0. m \ S-"x G- , ILl J. TCHEN `TAe-VCI O r( � F�•: O BEAM b, / B /19°Vc- 1 0 d � Vt I-_J 3' O L I J2 w� . . - 4 auW�1 ^' QD Q G� ul ,.. .. 3 I .- BATH I �i:: f a U) O •.'t-I?/.p!c.%G_l.tiL' :5-oxb-8 J DEAM 4 2_G I AUv MH 1.'- f.e6 rr� r 1 G8 e a '71G"C'/�:-_R.rIX�L- -- _BEAM 2 O b.o, R-o• `J� ,(� I�,i2tcr..r_ a Q I- -4-rl�-s RCAM_7 uJy x FUTURE JG F,w�y BEAM 5 a 1T/s}CgT/a IYL'G'-8y ow, ? c O j j trrhSE- CLOSET '� ^ra 1-.E NGr •_jn ' q•,3^ / �i > ~ g u ,a I COVERED.!BRICK ENTRY" 5=O• , PclT10 Wort Y ;H81fU.BOARD CEILING.CE_LTeCy5b0 '._C� ` y- •, � FWN60.66ASR - 'raj �•��� ; BEAM3 I —7NEV BEDROOM tC2nEQRooAM N7noTE: = µ .. .. SIDE ENTRY'Ka'GONCRYC.AM0N 1%I•.bc&-r--C4DINr5rWs bg r .x6 ,W Y r'Rn`trrbrrruL�s oNraf: r, G+O�n w- _ NOTE: SEE DETAILS PAGE , SECTION DETAI T Malt 59unrzE.cournN� � •o �c1TtZG ff�L1pQN"T �Kt IS oPToeX9t. RICKSTOO `\\ WJSIOE r /175 II I I O V LLG.alJ6.E"aG1SiI r•{C. K+yE(L P II _ "... _ wtN�ow. 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(GH!9 q ATI N 'GONG•�oLUHNS ,�!ISJCAl 1L 1t'?1Li�Vt11!,n®lQ "-6E1.0ur FROST • i .I 1 CONCRETE FLOOR IS TO MATCH CXISTINC i-FLQ R IIEIGHT.AS.CLOSEAS80SSIBbE-- -- • �;•{' �8=0" Vl=RIFj CK/ST1 w_G FO✓HOH'TiuM C` adG" 'I i Od BUILDER: TO COORDINATE TOP OF FOUNDATION GRADE, TO ASSURE �I `` DRAWN BY FINISHED FLOORS OF NEW & R TING FL EXISTING ALIGN PERFECTLY. . - .. _ � 7i �@u.'+sYs-!•+iNOo..:+l opfi>N�e� I Gµco"GI Irl P-..$•.��M _.aeXztpX :u�lOwNr-„x . oo 1,5 A3 I?%o• �' �gr>• —,1 " • i o G+t"uy6-p2n5Y.w �� a I '�4.Bwit' he OAS ENT FLOOR 4 CONC.SLAB OVER 0-1•:-0) .: `-•�- ON G COMPACTED GRAVEL - _ `9 f G MIL POLY VAPOR BARRIER i 1 'conPacr I ?�I I`I lyi I41 lI 0 I I FUTURE GARAGE FOUNDATION I I 3Bry ( FOUNDATION, — IO. 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