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Home My WebLink About0111 BAXTER ROAD vP •f t, s Out w ., 19 # a , r 0 . • e f �, ,` ,tee°. r, � . G 1 T�L , 0 L YJy A l g S 11'' ii 73° .` I fv :y r } Y^ a Ip -177 � fir s A Y � •� fit - � Y y 'IK I: S Y� • o W —' � XMt ar i g N x air, , N Q W f � cc CD cc ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel `-' Application# �� c h Health Division Conservation Division Permit# Tax Collector Date Issued d� Treasurer Application Fee Planning Dept. Permit Fee 1 d 1 Date Definitive Plan Approved by Planning Board �F, Historic-OKH Preservation/Hyannis 1EP-ect Street Address 1 OA Villag e�'V�i7 A—G E,Owner D�'1/� 66 hm gah 4 0 Address I �---Telephone'%' s d �® (/( (,a Permit Request ! 1 r e C W V Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 7 i Construction Type S Lot Size + Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) /�i` d Age of Existing Structure vl 1 �"�� Historic House: ❑Yes Flo On Old King s Highway: ❑Yes ❑No Basement Type: ❑Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing l new Half:existing new Number of Bedrooms: existing�e new Total Room Count(not including baths):existing new First Floor Room Count S Heat Type and Fuel: ❑Gas - ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage: existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑.new size Attached garage:❑existing ❑new size; Shed:❑existing ❑new size Other 4 cam. � Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ M_a d Commercial ❑Yes ❑No If yes,site plan review# # ' Current-Use Proposed Use LxBUILDER'INFORMATION Name {7_ Ir" \ Telephone Number Address �� co,r 6 -fr ate /t License# (. ^s -2 7 0_ "' Home Improvement Contractor# 66 Worker's Compensation# SJ1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY `s • 5 PERMIT NO. DATE ISSUED MAP/PARCEL NO. 4 s . ADDRESS VILLAGE OWNER b DATE OF INSPECTION: FOUNDATION S FRAME �f-e Iu L// O if or c-/& S INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL I FINAL BUILDING - -077AD ` DATE CLOSED OUT C ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents _ Office of Investigations d 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/Organization/Individual): . �"� ''� c�� C&VL9-_V' Address: eta Cor ffe-t , (� City/State/Zip:t/-Ci.,-176k"L"Ci- ' AIX O.2bkt Phone:#: Are you an employer?Check the appropriate box: Type of project(required):. 1.❑ I am a employer with 4. ❑ I am a general contractor and I e oyees(full and/or.part-time).* have hired the snb-contractors 6. ❑New construction . 2.f5ZI am a'sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp.insurance. $ 9. wilding addition d.re uire 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t `* c. 152, §1(4), and we have no employees. [No workers' 13:❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infommtion. 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 that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees: If the sub-contractors have employees,they must provide their workers'comp.policy number. 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.#: Expiration Date: lob Site,Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine 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 certify un he pains-and penalties of perjury that the information provided above is true and correct. ell Signature: Date: 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): J.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 employ6rs 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 reaeiy 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-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 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 burn 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: `Fhe Commonwealth of Massachusetts Department of lndmtrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. ## 617-727-4900 ext 406 or 1-977-MASSAFE Fax#617-727-7749 Revised 11-22-.06 www.mass.gov/dia ,DENTIAL BUILDING PERMIT FEES cbp �bgq. ►� _ '`FEE v Buildings $100,00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE L40 square feet x$96/sq.foot= x.0041= �' 10 plus from below(if applicable) ALTERATONSRNOVATONS OF EX IS TING SPA C E square feet x$64/.sq,foot= x.0041= plus fan below(if applicable) GARAGES(attached&detached) square feet x$32/sq,ft.= x,0041= 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:Parch x$30.00 (number) Deck x$30.00= (1,G�. (number) Fireplace/Chirriney x$25.00=' (number) Inground SwimmingPooI $60,00 ' Above Ground Swimming Pool $25.00 Relocation/Moving S150.00 (plus above if applicable) Projaast Permit Fee S• 1 Rev;063004 Till CMR Appends J t Table JS=b(continued) Prescriptive Packages for One and Two-Family Residential Buildings Heated with Fossil Fuels MAXfMUM MINIMUM Glaring Glazing Ceiling Wall Floor Basement Slab Heating/Cooling Arm'(%) U-valucr R-value R-value' R value] Wall Perimeter Equipment Efficiency' Package R-value° R valtu' 5701 to 6500 Heating Degree.Days' Q 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 19 10. 6 Normal S 12% 0.50 . 38 13 19 10 6 85 AFUE T 15% 0.36 38 13' 25. N/A N/A Normal U 15% 0.46 .38 19 19 10 6 Normal V 15% 0.44 38 13 25 N/A N/A 85 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 18'/e 0.32 38 13 25 N/A N/A Normal Y 18% 0.42 38 19 25 N/A N/A Normal Z 18% 0.42 38 13 19 10 6 90 AFUE AA 18% 1 0.50 30 19 19 10. 6 90 AFUE 1. ADDRESS OF PROPERTY: ` , 41A= 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: S 4. %GLAZING AREA(#3 DIVIDED BY#2): ► �— / 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: q-fonns-f980303a 780 CMR Appendix J Footnotes to Table J8.2.1b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and 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 fl'of'decorative glass may be excluded from a building design with 300 ft of glazing area. 2 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 J1.5.3a. 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 insulation may be substituted 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. 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 meet*the same R-value requirement as above-grade walls. Windows and sliding glass doors of condi tioned basements must be included with the other glazing. Basement doors must meet the,door U-value requirement described in Note b. 7 The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. " If the building utilizes eleetric 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 required by the selected package. 9 For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a 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 manufacturer in accordance with the NFRC test procedure or taken from the door U-value and documented b the P. Y in Table J1.5.3b. 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). i 43 ✓1re "�a7�manuse�1 �� BOARD OF BUILDING REGULATIONS I -P License: CONSTRUCTION SUPERVISOR Number SYCS 092702 {Erzpires 0,3101f2009 Tr.no: 92702 � Restncted".'00� ' PETER V HOPPL ` -7 r,f PO BOX 827 HARWICH, MA 02646 Commissioner i _ - wa��umaruuea u�ae r Ro uFations-and Standards Boar-d of Budmg,. g.' HOME IMPROVEMENT CONTRAC?OR L Reg�strr!on` 149665 EX f itIOR 1'f27f2QOa r t�. e Private torpor=ation I CAPE COASTALtiBUILDERS ✓. ?' PETER HOPPLE' 41 ROSARY LANE -`- �dmimStrator °� HYANNIS,.MA 02601 °FtNKE lo Town of Barnstable Regulatory Services r • BARNSTABM MASS. g Thomas F.Geiler,Director �A 1639n. lEcrs Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 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, unprovement,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: 4UtrfZU- —Estimated yp tunated Cost Address of Work: h'— Owner's Name: .raa to ki �1 Date of Application:_ r 6-70( 10 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: r of OolCi( `I q a 7,o�— Date Contractor Name Registration No. p�k- 1 a K OR F(C) Date Owner's Name Q:fomns:homeaffidav oFt�E,�,yti Town of Barnstable Regulatory Services snni MAW. E' Thomas F.Geiler,Director 1639. 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, An 14 t16114 i �> > as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: 11 t� W (Address of Job) Signature orOwner Date / U ill C/ Print Name Q iFORMS:OWNERPERMISSION FAX NO. MaLS. 24 2M 88:21Fti P3 DOYLE ASSOCIATES PACE 83 o� e ,dF s ibe 000.0 o �... GRAPHIC SCE so 40 ( IN 1 tuh ® 40 ft PJO 4 - .a of Land & Thotuonla Rid*mca , '1 AAZM AD WYLI aw Pam am taw loom j Ar,b 9 att '� 61f i ' e •FAX NO. . : ° May. 24 2000 08:21AM P3 • bUb4d15'34 DOYLE ASSOCIATES PAGE 03 �// v?�l►ties v� vi If `gym � tfc� 9.760 , . r\ OQ _ • k Pc" GRAPHIC SCALE ( IN n= 1 b=h 40 it Pic" _ ..II of Zand .In Ba=, il hloo. Jf"Sachusetts wed For. 27ze Aanantuonio Residence ZO='ADDI . M B1.MZR MAD DOYLE I UW itr.Q64=W AM A6MW as the se Na 37559 ea*t cur e. �C f4sjo* URI asom Dow C C '� SURAIM IX sed ,(�,Q j�'� AazM` ?i�1es�2Kui�� ALre cth lE��ck� A�it� Rtnel 1 Prl z:�4aa •L1e ter d►' J7 • ��._ . I �� E �� ` G � 6 ,. / � . ��. , . , �. �. ,. � , .. . . �, , ��: µ w �...+n _� ,, . f � W£ . . :� • I I MAScheck COMPLIANCE REPORT I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I . I I Checked by/Date I I I CITY: Barnstable STATE: Massachusetts ' J ' HDD: 6137- CONSTRUCTION TYPE: 1 or 2 Family, Detached" HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 6-20-2000 COMPLIANCE: PASSES Required UA = 80 Your Home = 54 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 320 30.0 30.0 5 , WALLS: Wood Frame, 16" O.C. 400 11.0 11.0 22 GLAZING: Windows or Doors 48 0.350 17 FLOORS: Over Unconditioned Space 320 30.0 30.0 10 ------------------------------------------------------------------------------- - COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 1250 of the design load as specified in Sections 780CMR 131�0 �and ,CJ4.4. C /_ Builder/Designer L,/r- �� U t(�/('�(�4�cJ Date lC� MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 DATE: 6-20-2000 Bldg. l Dept. l Use I CEILINGS: { ] I 1. R-30 + R-30 I Comments/Location I I WALLS: [ l I 1. Wood Frame, 16" O.C., R-11 + R-11 I Comments/Location I I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.35 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments/Location 1 I FLOORS: [ l I 1. Over Unconditioned Space, R-30 I Comments/Location I AIR LEAKAGE: [ 3 I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations 'between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be _abeled. ( VAPOR RETARDER: { ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment -and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly I marked on the building plans or specifications. I I DUCT INSULATION: [ T `1, Ducts shall be insulated per Table J4.4.7.1. f 4 I DUCT CONSTRUCTION: I ar 'A E l I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I • I TEMPERATURE CONTROLS: [ } I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I HVAC EQUIPMENT SIZING: ( ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I [ ] I SWIMMING POOLS: I All heated swimming pools mist have an on/off heater switch and I require a cover unless over 20% of the heating energy is, from I non-depletable sources. Pool pumps require a time clock. I ` [ ] I HVAC PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 1 COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 E ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.) : ( PIPE SIZES (in.)- NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" I 170-180 0.5 I 1.0 1.5 2.0 I 140-160 0.5 I 0.5 1.0 1.5 I 100-130 p.5 ' I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- -❑ s - - . ® MiTek Industries Inc PO BOX 7359 ST LOUIS MO 63177-1359 ® 14515 NORTH OUTER FORTY' MiTOK s CHESTERFIELD MO 63017-5746 USA y FAX(314)434 5343 Fl TELEPHONE(314)434 1200 ~ Re:16220r WALLIS LUMBE ti The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc:under my direct supervision based on the parameters provided by Reliable Truss Co. - Pages or sheets covered by this seal:.J1623052 thruJ1623053 My license renewal date for the state of Massachusetts is June 30, 2000 OF c� AWWA NKY r u ClV1l. a * 9 No.38210 O� April 10,2000 s'B/ORAI f Red w aby Y a , e seal .these d 6wings indicate acceptance of professional engineering responsibility solely for the ' truss c ponents shown. The suitability and use of this component for any particular building is the respo sibility of the building designer,per ANSI/TPI-1995 Sec. 2. - �iwp'-teXr 4v.wF r k>.•-t.y,n¢".,'.,�r.$a.,tadf'l.,cp t.' f 1..x.�..-s... r1 SS i ""i"�e.•.tiA.:-.�Y•,"r,'�ac�"#.,.�'•P.r�.t`ra-M:i.f ,}'n a �'.+w*-`.N r4. ` + w& J1623052 TO 1- r •f>, ATTICa x c a`' i„1 fh f.c 12 J .aS "ts a t r,'.. - o tional ,+,.W r v 4;'t"TRU s LP r s e i e n us n as nc n pr age _•3x%)r a "��o ' ✓P nS' ..y t _v�. {,. 'A ' '- x -OAD CASES) o;f f y✓ y� w r r a t� g k: "s q' 2 §i s Uniform Loads"(P� 1,--A.. -CZ,,R �;�1 p:.� � Vert B-L=-2 0,A B=40 8 B.,E=20 1 E-F, 14 1,F-G=20.1;G H 15.4 H I 21.4 I L=-15 4 L-M=5 4 F H=-6 0 v <Horz A-B=48.8,B-G 28 1"-G L 7 4 L M 13 4,E P 0 1,I N -0 1 '+ .Drag E PF-20.0 j-N 20 0 �y "r 4) 1st Wind Parallel.-Lumber Ifnarease=1 33 Plate Increase=l 33 > " Uniform,Loads(plf) rt k <11 f � £�' :.s s r y s°.: Vert: =201,E-F.,14 1,F-G=20.1,G H=20.1,H 114.1 I L 20 1,L M=40.8 F H -6:0 1 ;=Ho2:A-B=-48 8;_B-G 281 L 28 1=L M 48.8 E P 0 1 I N 0.1}` ;Drag:E-P=20 0 I-N 20 0 4.-1 r ' #1 R ? s 5) Floor.Lumber Increase 1 00 Plate Increasert'`1 00 t Uniform Loads l S wt' .. a', f *r=; ^t ' a,11 .`i«x , -... ? •,' ._1,.,y . C Vert-B-P=20 0,N-P 100 0 L-N 20 0 A E 14 0 E F 20(�F G= 14 0 G-H -14 0 H[=-20.0,I M 14 O F-H 6.0 Horc E P=0 1 I N=-O 1 tti fx G u° s '� ^s a� w r4 M YL -..Drag:E-P, 20 0 I-N �20 0 ?: s. ` ' 6) 1st unbalanced Regular Lumber Increase 1 15;Plate Increase=1 15 � t^ r " " g •' f �* M { t+ £ Ts Uniform Loads(P ,.=1 1 �i t; W. x , 3 L_ ° # 54, �r "I'Vert B P=-20 O N-P 100 O L N 20.0,A E 84 O E F 90 O F G-84 O G H 14 0'H I`s20 0,I M 14.0 F H 6.0 P=0.1 1-N=�0 1 y" F:'. ) : t §' a Y el - Dra E P=20.0;I-N 20 0 r aflr -:' 9.. �, 7)2nd unbalanced Regular L`umberncrease 1«15 Plate Increased-15 x f} Zx « xs. Uniform Loads(plf) C3 .a�t ' 4 its s3 a;,,i . °Wert B P=-20 O N-P 100 O L N 20 O A E 14 O E F 20 O F G= 14 O G H 84 O H I 90 0,'I M 84:0 F H 6.0 _ 01 c `Horz.E-P=01 I N=-0 1 fi; "a Drag E P=20.0,1-N 20 0 L t ws ri fr r. �k� c r :: s a . ; n s ¢ 7,.,�", % �+,� .��.w•.� � ��J� �*w �� E � �St��tw'4 c, t rf r,��,,,_...,�,,::r+i °q, ,��,n fi'��♦ �.:..,��•.»�,.• .}•.'t 'EP d yP¢ ^' r-^ 3 P'Mnf""u. $1„a.a f � iu """' 3.. R�. �.�t x x�t.. �t�'�7'1_ 7 tt -at r :� }„a 5..•t�.s� ,�,',t•� ��'1y-� n '' _, � afg, 11�` a - r zrlrxs,c s� z '�'.'"q'`F ::a ��... 3 � f, , <- ....z �t �� `*r' r 1� -,'�a'�+ 4✓�ti�,,.; ; �?�` �7 °�k 4.-,��]1�L4 I'r r° r' 'Si s" f.fr ;t .t ", ' f+1, ;3 r°• 5 +`F+. ' aka a aaai B1, #n 5t 7' ' - x n �' -. � y T"• .. s ,narpM=,.N +rr., t,.'sA P k.. n, eY �•t Yry, t k a, y ,zk�''s I s V, AO);, ..... A%,A a! .naw •`'�,f .. � esr: wwefr s � i +i zk ' i...e. ",»..+we+rY...w.vJe"`.&-aw.4.. -f+•�,+-e'fr"w..' ^......e`iu..,+.+4 5+.�'d r n -Mn•.s'-r ... .,....- _.,.--. .+.+.i) ^+n1 -.r+w.M.-iw..y+w-a:...w.^.w,e.N+.��v.w...-.ws±nwTA•1M�++ . .:a ..-s:a -+=e,........a. - s '.. r,.+ra. ,x 4+^••- .+ i�wS c t+s ss.+ ,,.,rt xa r a++y a.- :r -.� J ,'. _�'.0 p 5- •, t ��Nst r +y kx$`_ ,„i a y �'� "a a¢ r r"r R aF Y 't� 1 y M TA ., i �• � s 1v' * y,E a �,f :.rxt r .� 42" •S. s, < w•y S,af �'.. J;:«t�.g' '�, ,,,5 f �. `., 'e. , r •. 3 x n� �,.• bw1*P��r,�^ '"j.% ; '. k" M, d ^t �r +. �'�.,,, Y .y � ,•$*" : �' � a -v - -,_j a .:*a' '_ sa ` ao"".. rya"S: r"tY •:` 7 �7 ••r,..,- ', y.. ` - -`.' iJ^ - ,r a' '#�.f' €i � �2 ,,,�'..t M Y 3 4i „' t,•..�,' S: - "•i`. ...... .�P xg 3 �` � -^v.. "Y° Fr- 'P.1 s w. :.p.w. � ,' . .^ - wg �p,» .' - ><4 T'l• .rFf'. 'J'lva.•S.�R'.'�..,� `.is`�i'r'(;��"f."Yr�i1'��', '�d�' ' �r•�'.R°��,. -.." (� i_.1 �wtiS.,�V�+RCIY ��. f 'VE% ,� ��® ®WA&MWG-Ve eft ae,tyn parttf=&.and seen xarca ox Tffi8 AND R6VEsse sme ajr"sa trsa `.; Design valid for use only with MlTek'conneetofs.Thb desgn b based onlyupon pprameteuYsnown,and b for on individual building component to be s Installed and boded vertically. App6eab@ty of design parameters and proper Incoiporatlon of component b responsibility of building designer-not truss designer.Bracing shown 6,`ior lateral upport of-Individual web members only.AddBbnal temporary bracing to Insure stability during construction Is the iesponsibulty of the eiector:"Addfibnal permanent bioc"of ihe:oveiaB structure itthe responsbulty of the building designer..For general guidance regarding tobik atbn,qucnfy contiol^storoge,deMery,erection and bfacing;consufi CST-88•CualBy Standard,DSB-89 Bracing Specification arid HIS411 M iTek® Handling Installing and Bracing Recorrtmendatlon available from Truss Rate Institute,681 D'Onofrb Ditve,Madlson,WI63719. a - . . .s, . .. a.. .. . � ._t..r. ,71 1,F,Z A " cuss russ type,. x y yLUMBEK ; J16230 2" WALLIS s5 >� T01 . Hs ATTIC r.` -' ' ,.r o clonal ' .._ • ��`,�/� . ... , w e ' „r %1 %, s e I e n �Us,nes ns0, S.n Pr _:w- -t,�• age "". /pia tr :jy�x �y. ,v �' •"Y;#^4 :�. F-. , xs• ' Tx .y".. 3-0-14 1f r 2410-0 t a"'t' -n f '.w,. " .i,"Nq sy'.i` r 7. +c� ,'' x wF::.. `.,V' •• 4.-` `' .rt'' 1^'+. s',`r'^ "H ,l ..h° s.'i '�"' C.,! - 3� t '!F ,,x C`• 1 '5-10-4 8-7.0 '12-M 15.5-0 18.1-12 20-11-2 24-0.0 yt n e ^ r. e�, i s s. r t Scale 1,104.4 z 0 1 -�3-0-14 4 2 9-0 2.8-12 ry' 3-`'r45X8 3�5-0 42-8-12 2-0-6 1, 3-0-� ., � i,i1 4' . <. .�-po: u r..ei.- NOTE:'DUE TO THE OVERALLLENGTH TO DEPTH RATIO OF THE ROOM OPENING THE FLOOR 'S +: = + s l "• X 4 MAY,EXHIBIT OBJECTIONABLE BOUNCE,VIBRATION,-AND/OR DEFLECTION. BUILDING + ' DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN POSSIBLE FLOOR VIBRATION. " a '#G tr17;x ,s t•Q —a p• £- y=-,r i 1' v ,r j ". y r g •{� 'f r tI e r 12.00 12 3X4 3x4= ✓ t a o �3X10 II kr _3X10 ( �€ � 2x4 v c � -r G 'H , 4x6// F a f a <tJ L1.�F `1 ,a Y 1 .. y r' a W' •S ^ t * d r v 1X4 ll 3 4x6y\� r g��C r c u1f j F <•C� ,tJ 4E , z 1,, t= I.r �r. K 5 1 5: 7: a 2x4_jj y s '� �' - -'S �•. fer. 4zi ] 9 ',,..-M1 � .C �u r�* ,a �t -•, K,�, -:�.�r �,... ��, '3f x4P, i u3- .,�* �M ,••f4} ia Sd.F 9+, a` 'c'�7:,��• ^s. 'L '+ 'V,•3.. '�: 3 . 'ri •-�3, "-x �r, i'p 1 ;. 1 r.t H.r e:e,.e7Ya•r r M ' rf-..a4 ,i?- t t. pr3.+ ¢ry: 'G".A, s ,L�,§xc `: ',�} ,' �.g �5:1 .,� r •„S' .,d- k4 1. �• 4 >�•1r 4 A rYYS• a 'yx✓`# f',.yA L. .,,6cx ,1:-1y z✓.�-'2.r`r r §rG "''Y yr+ t , f w ud" ?'S.m1'a •- ;� tt• .'« jL-r`Q"fit- �.`� t ; 4x8�/ " -4 8\\ 6x8 -s 5x12 M20H �&8� z « t. , �r Fl, 3-0-14 ,5-10-4 20.11-2• 24-0-0 - z3a•s, 3-0-14 �.,2-9-6 C :t2-3-8^`X * E LOADING(psf) SPACING r 2 0 0 -CSI DEFL in (lac) ?I/defl` "`�PLATES''FGRIPr " ~ TCLL {'35.0 .'Plates Increase. 1.15 TC 0.81, Vert(LL) -0.68 N-P >421 '"" ""'"M20 � e �197/144 " TCDL* 7-0 ;iLuinber Increase 1.15 °BC 0.81 w Vert(TL); -0.88 N-P >323 M20H a 148/108 �' BCLL 0 0 Rep Stress Incr YES -WB 0.52 F . Horz(TL)^ 0.03 L n/a Y,. 1 t ` BCDL 10 0 { Code BOCA/ANSI95 (Matrix) ` 1st LC LL'Min Vdefl 240 y x ,, Weight:143 lb « .;. .4 .,.�err. .s. r 7N t�; f:. '* -.• t ,� .-.3 ', 'S .. LUMBERtV` BRACING , o-g:tcY x�3 % c *i dig �j :TOP CHORD 2 X 6,SPF,210OF 1.8E'Except' TOP CHORD Sheathed or 4-3-8 oc purirns "�A-D 2 X 6`SP_F.No.2,J-M 2 X 6 SPF No.2 r j,BOT.CHORD Rigid ceiling'directly'applied or`;10-0 0 oc bra cng >, ,WB CHORD 2 X 6 SPF 2100F 1.8E-s '" t� _ ••' WEBS �° 1 Row at midpt F-H £ 9 WEBS 2 X 4.:SPF:No.3'Except'� � �1 � � to i` g �� .. a$ 17" F H 2 X 4 SPF,2100E 1.8E C` M, l -REACTIONS(lb/size) • B=1963/0-3-8,L-1963/0-3-8 Max Horz B=-455(load case 2) ` t a • 1 $ "^ Max Uplift B=-98(load case 4),L=-98(load case 4) FORCES(Ib) ,First Load Case`Only TOP CHORD A-B=49,B-C=-2648,C-D==2483,D-E=-2327,E-F=-1410 F,G=145 G H=-77 H I -1410,I-J=-2327, ry ';c J-K=-2483,K-L=-2648,L-M=49 d BOT CHORD B-P=1731,O-P=1439,N-0=1439,L-N=1731 `3 WEBS 4 4' F-Q=-1668,H-Q=-1668,E P=1157 I N=1157 C P=-423 K-N=-423 G Q=47 ; NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed ,, — building;of dimensions 48 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they F are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. • ' 4)This truss has been designed for a live load of 20.Opsf on the bottom chord in_all areas with a clearance greater than 3-6-0` µ between the bottom chord and any other members. ~" x a 5)Ceiling dead load(3.0 psf)on member(s).E-F,H-1,F-Q;H Q r 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.N-P 7)One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)B and L. �O 8)This truss has been designed with ANSVTPI 1.1995 criteria + LOAD CASE(S) 1)Regular.Lumber Increase=_1 15,Plate Increase 1 15� ar -�•�` �.�Iv�sw.. {=: �i g. u Uniform Loads(plf) a evert B-P=20 O N-P 100.q,L N--20.0 A E=-84 O E F -90 O F-G=84.0,G H 84.0,H I 90.0 I M -84.0 #..Horn E-P 0.1,1-N=-0 1 (, it ' :.Drag:E-P -20.0,I-N 200 2)Wind Left:Lumber Increase 1 33 Plate Increase 1 33 w Uniform Loads(P� r Vert;6-L-2 0 A ar ^ f B 5 4 B-E=15 4,E-F 21 4 F G 15 4 G H 2O.1,H-I=14 1 �L=20.1,L-M=40 8 F H=6 0z _ r} i ; Horz A-B 13 4,B-G 7 4,G L 28.1,L M 48 8,E P 0 1'I N 0.1 m !x z Drag E-P 20 0 I-N 20.0 * T .:?k 3)Wind Right lumber Increase 1 33,Plate Increase 1 33% " Vx�b A YII 10 2000 • r ,�. ,.� �.4.,,��,t� .�_. n .,.— ,��""'�?sw �a«:::kaw "52X 's':.�' ':Y Y'":' r r �� s.®bVARNlND Ve41 deslyn pamanstsn and READ NDTaS ONTMS AND REV==f llum BEFORE USB T Desgn`vafki for use only.wNh MRek eonrxctas This design Is based only upon parameters Blown,and b for an Individual bu0dinp component to Installed and loaded verticoRy ib Appab6 m ty of design paraeters and proper Incoiporatbnof co mponent b responsibility of building desigr nenot truss rx desgnei.'Bracing-shown'k fa laferdl support of MidNlducl web member only.AddHbrwl temporary bfacing to Insure stabWty during consfructbn bathe r �� responslbSlty,of fhe;94ctof.,AddRbnol permanent-bracing of the;overa6:tructure b the•iesponsibllltytof the building designer.Fat general guidance - - - ;regording fabfbatbn"ouaSly control,staage,delNery,ereetbn and, DSS-69 Bracing Spoclfbatlan:and HIS 91 �Hcndling Installing and Bracing Recommendatlan avollable from Russ Plate Instpute 693 D Onohb,DrNe Madlson;W153719. " .°�Y toss ype we u� ++ct •r- T02 k ems' ',Y ,.1& :'. y ft s,+ s 2 3 o honal # 'x x,,.•; `E - « Yu x , s e I e n us nes nc n r `.. x r AyY. r P age ..G3 �;'a'r fr1 a...' ,,• .'-;'�'( �k¢ p w� _n�S" 5 iy E l-0LiQ 72-0 0 124r10-0q C 24-0-0 x e`3;e `•Nrt A 0100 4' 12-0-0 2-0-0 1J ,0100 In y tY i "N. -' !rc -"+. i k S,r iyl" „1 g r ass r r -.. w r ty `F, •'`, a 4 p^Y w sA i ? 1,, 5 `t r a.• Y zt� +Scale 1:118.2 F� .yu4j •,5X6 � a#M� } 3 •., '^ 2X4 I Yr + r s S.t t1 v t <s 1 +2x4 II ( H 4 ,rl as ,.. i �. 12 00 12 -2x4 I I z C t q .,. g. xe w n 2x4 : `ry ry 4 4Y N �i 1 bowz�4."II t s� 2X4 II tjs G 2X4 11 *� Y :F• ' J4x6\� r �' �. g et rz - D $ w L t u fG (l j ,,, '.r,. ,�% n. u {i , • .�. i --'A f x Y �' s.' v Utz 0 - £y.. 1ON o J t F 1 Mtn �,'} dta '{ s eR.! '�'' 4} tiJ F yx � + �'€.+ .,i"t ... r" 3��'�•• W V, U ;T S s R+ Q .Ir P 1 ` k 2x4 111 10X10 M= 2x4 I I 4 f - ..,,;pw,. s.ae+.v «,r+.r>v^�r+.• w-1...ae- -.�....�;�. .., .• .., •w. a•..>.,w,.k.�..."....� •V+w,.+A•..a.".>d�..r ,r 4 x 2x4 I I -2x4 I I 2x4 I �* 2x4IIr 2x4 IIy1 a9 s 'zr x -00 414 if"ti } 24r i `� r 24-0-0 a 3 x LOADING(Psi SPACING a 2-0-0 ' CSI DEFL a ` - TCLL ¢ _.35 0 xi 1 - .k - �', In -(loc) Udefl PLATES GRIP TCDL 7 0 Plates Increase 1.15 TC,, 0 09 � Vert(LL) :; -=n/a n/a ;x „�M20 197/144 ' Lumber Increase ,..1.15 BC; 0 08 , ti iVert(TL),:`:0.00 =,i-A 4 >999 BCLL 0 0 Rep Stress Incr YES ;WB 0 23 p -Horz(TL) ' 0.01`• N' n/a BCDL 10 0 Code BOCA/ANSI95 (Matrix) 1st LC LL Mln I/defl=240 k 4 " ' y �- f #Weight 184Ib r LUMBER. w 4r +S "Y oj �BRACING m gTOP CHORD2 X 6.SPF NO 2 Xi 'r fr+ s'„,,eK s ;BOT CHORD,2 X 6,$PF No 2 f D f TOP,CHORD Sheathed or 6-0-0 oc purims. f + OTHERS�`,n 2 X 4 SPF No 3'3 o'•s � t '+ � BOT CHORD Rigid ceiling-directly applied or 10 0 0 OC bracrn r „ , 1 Rowat.midpt 145-``•H-T:`I-S,G-U 9 '. `REACTIONS tils¢e B=299/24 0 0 S_193%24-0-0,X=396/24-0-0,P=396l24-0 0 T 138/240�-0,Q 138/24-0-0 R 223/24-0-0,W 138/24 0-0, " P, n, Y t ( U'223J24 0-0 U193/24 0-0 N 299/24-0-0 �i ¢ k• ,Max Horz.�B"455(toad case p r`Max Uplift 6=150(load case 2) S-62(load case 2),X=-178(oad case 3j P=-175(load case 2),Q=(oad case'4)JR=-09(load case 4),W 466(load case 4),V=-109(load case 4),U=86(load case 3),N=-79(load case 3) ''; - MaxTGrav S=200(load case 7),`X=396(load case 6),P=396(load case 7),iT=143(load case 4),Q 138(load case 1),R=224(load case,7),W=138(load ca V=224(load case 6),U=200(load case 9(load case 1)*. z r. FORCES(lb)-First Load Case`Only `' a �%,�- i );,# , • TOP CHORD A-B=46,B C -187 C D -149,D-E=-42,E-F=-123,F-G= 127,G-H 118�H I 118,I-J--127,J-K -123, K-L=-42,L M=-149,M N==187,N-0=46 qh„ ` BOT CHORD B-X=48,W-X=47,V-W=46,U-V=46,T-U=46,S-T=46,R S 46,Q-R=46IP-Q 47 N-P=48 WEBS C-X=-286,M-P=-286 H-T=-97,K-Q=-130,J-R=-174,1-S 156,E-W -130,F V=-174,G-U=-156 NOTES s. _ 1)This truss has been checked for unbalanced loading conditions. �* ' 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 4.0 psf top chord ' dead load and 1.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 48 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANS195 If end verticals or cantilevers exist,they µ are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek "Standard Gable End Detail" 4)Gab le requires continuous bottom chord bearing. M> 5)Gable studs spaced at 2-M on center. f s V 6)One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)B,S,X,P,T,Q,R,W,V U,'and N. 7)This truss has been designed' with ANSUTPI 1-1995 criteria " I j LOAD CASE(S) 1)Regular.Lumber Increase 1.15,Plate Increase=l 15 Y Uniform Loads(plf) ,s CP Vert:B-N=-20 0 A H=84.0,H-0 84.0 2)Wind Left:Lumber Increase 1 33 Plate Increased 33 ' � Uniform Loads(p x ! M1 z v4 j Vert:B-N=-2 0 A B'5 4 B H 15 4 H N=20.1,N'O 40 8 ,r -Horz:A-B=-13.4,B-H=7.4,H-N=28.1,N-0=48.8 *" s zs q, ' 3)Wind Right:Lumber Increase=l 33 Plate Increase 1 33 f e 'J 1P r 4 � � ;? � Uniform Loads(P� h r a , ;a• s$ �� , Vert:B-N=-2 0 A B 40 8 B H=20 1 H-N- 15 4 N-O 5 4 ' s ,t~ f; „' 3 Horz:A-B=48 8 B-H=28 1 H-N 7 4,N-O 13 4 m ( :• •. 1 ./4 y �j@ f t, 1a April 10,200y0 x L'!i�' '�11•'Y�ar 3..r`+3^'..c&# S x'%r.."' °5^.'�i`4A �.g•.xr? .��uv�G'�'3'n"�61A�''C�N. m®weRnmva vr{�y deetprr,panamsters and READ xoras ox TffiS AND Iia1iBI786 alma asp'oRa ru8a.� re.-.� ..ti•._ y 'rt a r+ .r , • .• .d.i1. - ,•` �` ns- ia'f"e' Despn'valld for use y wHh Mliek conn`ectai This design is based only upon parameters shown and b for an,lndlviduol-buSI'compone t�to be"Installed and badetl vertboly APPicibNfy of deslpn parameters and pioper,Incorporatbr of component b responslblBly of bu0dlnq designer-not hues i desp'ner:Braclriq shown b to lateral support of lridlvldual we members only AddBbnal temporary brac to Insure`dab;. responsibility of the ereeta=AddBbnal permanent bracI of the overall sfructure'b the iesponslbpty of�e bulldlnq designer.For generalgneral guidance Y regording fobrlratbn;44cuty control,storage del1very,ereetbn and braclnq oonI CST 80 Goal Standard,DSB 89 Bracing S ■ '� . Specification,andHIB.91 MiTek® Handling IridaBing and Iroetnp Reeomm ndatlon avoNable from Truss Plate lndBute,b83 D Onohb DrNs,Madbon,w133719. ' r ... TOWN OF BARNSTABLEi WIRING PERMIT PARCEL ID 310 058 GEOBASE ID 22628 r ADDRESS 111 BAXTER ROAD PHONE,,,�� HYANNIS ZIPa^^'r . . ' LOT 131 BK BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY' 'V ' PERMIT 56077 DESCRIPTION WIRE NEW GARAGE W SUB PANEL CK#7551 t PERMIT TYPE BEADALTR TITLE WIRING—RES. ADD/ALTER CONTRACTORS: BRAZA & MANCINI ARCHITECTS. " TOTAL FEES: $30 . 00 .-'., BOND $ . 00 CONSTRUCTION COSTS $ . 00 s 753 MISC. NOT CODED ELSEWHERE DATE ISSUED 09/27/2001 EXPIRATION DATE 0 C T i 7 2001 r M GULATO'RY SER q C BABHB , ' , r i1 th � Ar ` ix '..r,1�k"' .R2'5.,1'u� __. ,twit h �t k2!Nc+..3}�.•5..:. .:"-�i� i .. F i IJob Truss Truss Type Qty Ply WALLIS LUMBER 17043R T2-17009 ATTIC,. ,,} 8 1 RELIABLE TRUSS CO.,NEW BEDFORD MA,02745� 4.201 SRt s Sep 13 2000 MTek Industries,Inc. Mon May 14 10:51:28 2001 Page 1 34-13 --, 5-104 , '8-644 , 12-0-0 15>5-2 18-1-12 , 20--11-3 25t 10r0 3-0-13 2-9-7 , 2-8-10 3-5-2 3.5-2 2.8-10 2-9-7 3-0-13 '0.10-0 r 3-0-13 5-10.4 18-1-12 20-113 24-0-0 3-0-13 2-9-7 12-3-8 2-9-7 3-0-13 Plate Offsets X, 1:0-5-7,0-2-0, 5:0-3-0,Ed e, 9:0-5-7,0-2-0, 11:0-3-8,04-12, 13:0-3-8,0-4-12 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.65 Vert(LL) -0.41 11-13 >687 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.63 11-13 >452 M1118H 141/138 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.02 9 We BCDL .10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min Vdefl=240 Weight:187 lb LUMBER BRACING TOP CHORD 2 X 6 SYP DSS TOP CHORD Sheathed or 3-11-11 oc purlins. BOT CHORD 2 X 8 SYP DSS BOT CHORD Rigid ceiling directly applied or 8-11-9 oc bracing. WEBS 2 X 4 SPF No.3*Except* WEBS 1 Row at midpt 4-6 W2 2 X 4 SPF No.2,W4 2 X 4 SPF No.2 REACTIONS (lb/size) 1=2003/0-3-8,9=2089/0-3-8 Max Horz 1=-767(load case 4) Max Upliftl=-294(load case 6),9=-370(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-2811,2-3=-2653,3-4=-1468,4-5=194,5-6=-29,6-7=-1469,7-8=-2649,8-9=-2808,9-10=45 BOT CHORD 1-13=1848,12-13=1522,11-12=1522,9-11=1842 WEBS 4-6=-1795,3-13=1312,7-11=1306,2-13=-479,8-11=-470 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 48 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33, 2)Design load is based on 35.0 psf specified roof snow load. 3)Unbalanced snow loads have been considered for this design. 4)All plates are M1120 plates unless otherwise indicated. i 5)'This truss has been designed for a lire load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 6)Ceiling dead load(3.0 psf)on member(s).3-4,6-7,4-6 j 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.11-13 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 294 lb uplift at joint 1 and 370 lb uplift at joint 9. 9)This truss has been designed with ANSI/TPI 11995 criteria. LOAD CASE(S) Standard • i f , l t i TOWN OF BARNSTABLE BUILDING PERMIT,APPLICATION SY Map Parcel M Permit# 3 q 7's Health Division Date Issued a Conservation Division Fee Tax Collector 1_, " Aosh$fo( lBv tr, 7ER CON'EONERMIT FROM THETreasurer 1 I s`y-IRi^ ING D1V1310N PR10ft f ?�4CRJGF10Td Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis 4 .�f'. Project Street Address _2 ell e V Village Daft(Q ' r Owner Address 7 Telephone `Permit Request` aata P JY V 7/0C&- t - /�jC�l� ' { Square feet: 1st floor: existing /o proposed 2nd floor: existing d proposed Total newer 1 Valuation C ?D o o Zoning District / Flood Plain IVO Groundwater Overlay Construction Type D Lot Size &` `7 o Si". Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ANo On Old King's Highway: ❑Yes )(No Basement Type: ❑ Full )4Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new X Half:existing new Number of Bedrooms: existing new / Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ANO Fireplaces: Existing New Existing wood/coal stove: ❑Yes XN 0 Detached garage: ❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:�existing ❑new size Other: -oning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial El Yes ;2l/No If yes,site plan review# Current Use &VA1,6 Proposed Use GiTR. �e70" ChI.ld n / BUILDER INFORMATION Name (� U/ ��/%�� f0/r/d(9,t4f -74 c- Telephone Number "a a Address `1j 4�eS-7 S7- License# vP° AL-P S C ol-C14 Home Improvement Contractor# Z 03 ' 5,3 Worker's Compensation# �� G r6 �VJ � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /V. o A s° ®� %Z , y, as g It SIGNATURE ' DATE �f . . 6 f FOR OFFICIAL USE ONLY PERMIT NO. ell F - DATE ISSUED MAP/.PARCEL NO. ADDRESS ,. VILLAGE OWNER.` ^, t= _-- k DATE OF INSPECTION:' FOUNDATION FRAME r r INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL _ y PLUMBING: ROUGH FINAL " GAS: ROUGH FINAL• IWFINAL BUILDING DATE CLOSED OUT ^ .r ASSOCIATION PLAN NO. v ACORP. CERTIFICATE OF LIABILITY INSURANCE 01/23/2001 PRODUCER (800)237-1378 FAX (508)845-7443 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Anastasi Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 579 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 512 West Main Street Shrewsbury, MA'01545 INSURERS AFFORDING COVERAGE INSURED Guaranteed Builders& Developers Inc INSURER A: Worcester Insurance Co Louis Tuslno M INSURERB: 14 West Street INSURERC: East Douglas, MA 01516 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER DATE MMIDD/YY DATE MM/DD/YY LIMITS GENERAL LIABILITY CB6EO212 01/19/2001 01/19/2002 EACH OCCURRENCE $- 1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) $ 100,000 CLAIMS MADE OCCUR MED EXP(Any one person) $ 1,000 A PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 M'POLICYF—] L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 PRO LOC JECT AUTOMOBILE LIABILITY BMA893073 01/19/2001 01/19/2002 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ A HIAED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO ' OTHER THAN EA ACC $ AUTO ONLY: ' AGG $ EXCESS LIABILITY BE6EO212 01/19/2001 01/19/2002 EACH OCCURRENCE $ 1,000,000 OCCUR CLAIMS MADE AGGREGATE $ A 1000000 $ 1,000,000 DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC6E4363 04/02/2001 04/02/2002 ORY LIMITS I I R EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 500,000 E.L.DISEASE-EA EMPLOYEE $ 500,000 E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL ' TOWN OF H Y A N N I S , MA . 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, VILLAGE OF B A R N S T A B L E BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Paul Anastasi/MO ACORD 25-S(7/97) ©ACORD CORPORATION 1988 The Commonwealth o .11assachusc= t W� -�.� Department of Industrial Accidents .`'• r �'= �� 0111caalloY�stlgailoas ... �: 600 Washington Sheet Boston,Mass. 0=11 �- Workers' Comueasation Insurance d fTdavit / / / ///.'/O 174 C- f�O �✓ /S f'f /1�fJ City �- Ass, hone 0 �° iiiil ❑ I am a hddcaw=performing all wane=gseii: ❑ I am a sole vrouriMor and have no one wod±aa in anv caaacity I am as ciao over pravicidag wulmas' comneasatiorl far my empiapees waada an this job. ................Au....:........... ...... ....r.{?u. ...?{.a�r!�!c :+.v......4..... . .... }t;,.:•4:•::;,:.}:>:?.}:•}:•.:.!p}>c:r.•.:».:x•:::.::c<.}:.;;,;;.;...::.::,,.A�.;.:;.::,,,:•.,.• ��t tip'•?,w''% :.....- .::,•.::•:.��.�.,.:•:::::•.:pox:�•::•x{;4:<::}':::;..::::.:A::.+?•.w.:;?.{,ax,;,,...,,:. �,.... ..- eampanv name:. ,} - •. 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PaBtas w sss um Socdost ZSA ofMGL 1.4 tin lead to the bWoail—of a»al pemltin of a 8tta ap to SI.K-Moo om yusis+tmtpzi of as wets as dra pesaltlra in the form of a STOP WORK ORDER a4d a aas of Sioo-oo a day against mr- I tmdrrstma wff of this statemmtmsf be forwarded to the OIDee of In►esdpdons of the ffiAfor covemp•erl add I do henry err the pa*u=d paiahie ofPvlZZFY tha the wfom mn provided above is Iow oad correct ' Sigaattat C- 2- v c ll �i^. y Phaae t! —r - oc)fng i use only do not write in this area to be completed by,cd1 or town oiMdal �7 or town: �dtlllcease� ❑Banding Dear r L:I lcensmg Ba ❑c3uekif mediate response is required �Sdecaarn's t7IDu ❑Hesith Depari contact person: Phone r"Others Information and. Instructions ti4assa us s G=..:al Laws chapter 152 sectica 25 =jai=all ®lavers to provide workers' campecsaioa fc: As auated from for "Iaw", an er P vee is drFmrd as =eery person in the sen ice of anther::�; zz ofmr--, dress or implied, oral orwrittea. An emnlaver is ydef ned as an indi .nauaL P===rsasp, association_ carporatiaa or.oih=Ie_=ai.eadr5; orsai•�•o cr-: the forgoing cn is a joint enterprise,and" the legal " muuamg �=�'es of a daft--sed empiover, or the nl= of an individual,p usociaziaa - -yip, or othc legal eraity, emDloving®lo��, I�iowez�er tIL au�c. . du eilmg house having not more than three apas�eau and who r=d=th.--e$, or the accunadt of the dR•eiiiag a.^'rsc anothr who =lovs persons to do n*�* :, ar:rcpatr vM&oa Such'dweMag house or ate the .a buiidiag app T=n?a th=rto Shan not bccm=of such etaploymrnt be wed to be an employer. MGL chapter 152 seaina 25 also states that every state or localIiceasmg agency shaft withhold thi issuance or re of a license or permit to operate a busmew or.to,construct bnddings.in the commonwealth for any appReaar wh •ant produced acceptable evidence of contpLaace with the i MU=ce coverage rid. Addidmmny, r-caln=- coz�aatvealthnssr nay of its pal�cal subdivisiaas sbaII enteriz�may camract f��r,peiro�ofpublic R•o�:�. ac usable rvia w of c� � 3 aftbis CIMP have bed presaged to the kppli=nts '?use is the warmers' era as afffdavlt may,by thc bpsthat applies to yozr< =d,. �aiviag cc=;=yT=mg address and 13benent Mh=alms WidLa gate ofk===as an amdavits may be z to the Dcpar==ofaiArxidm=fear afMcavcm= Also be sure to sign an; at`the afudav& Mm affdzvh slzossld be n mmcdto the city or to tbatih,�app mm fortlze permit orlice3se is. ng rzqu==d,notthe Departsaeat dastdal Aed&ffms Shozlid y=hmm anp gaasdaas regarding the sue or if- e z r. to obtain a wadoets' P�yO P�r�1 tt=D =tha mmml?er listed below ry or Towns be star thatth.- ffl' * is camel and y. M=Depar�l= .• y provided a spare at the flotsam of Lwk fbr yca to M cut inih:aveatthc O�of •• cc�actymm tb-agplss:tz2t. Pt=s- to i�in the P- *�2= crwhkhwillbeusodas a*�-=-•-� - r �.�aimmlier. Th,-affidavits may be is D.-;1 ==by mal or FAX us:ltss atbet hzM be';arle. Offi= of Ins cros WMH M=to thank you is advance fiat you caog=ioa and should you have nay au.-micas. se io na:hsa3rr to give us a ram. D_p-►= 'S aa and fax Cr. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Imrestfoattons 600 Washington street Boston,Ma. 02111 far it: (617) 727--7#749 o v\ I w / TOWN TABLEBUI IT . � PARCEL ID 310 058 GEO$ 22628 ADDRESS 111 BAXTER ROAD PHONE HYANNIS ZIP - . g LOT 131 BK BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 53475 DESCRIPTION ADD 24X24 DETATCHED GARAGE `•PERMIT TYPE BUILDA TITLE NEW BUILDING PERMIT ACCES CONTACTORS FRED C. LAROCK Department of Health, Safety ARCHITECTS:._. and Environmental Services TOTAL FEES $44.54 I BOND $.00 OxtME CONSTRUCTION COSTS $14,400.00 f: 438 ADD RES. GARAGE & CARPORT 1 PRIVATE 20)) * BARNSTABLE, I MASS. �► 1639. A�0 ED Mlr►� «.w BUILDING DIVISION ._ BY cam_.---��------� DATE ISSUED. 05/21/2001 EXPIRATION DATE z r � TOW OF BARN TA6L,17t � , I BWLOI I NG PE PARCEL .ID 310 .058 E�BA�E.. �� 22628 ADDRESS III BAXTER ,PHONE. } e LOT 131. BK BLOCK.", LOT 'f ZF". B EzM1T 53 7a D` ISCR' `S' {l d ' .� A ? E ATCHEI3 'CA�iAC�E luT:: sU1M.EPy `�� r�A, E ORS gR -U , -1A9OCI v " Departinent of Health, Safety ARCHITECTS:_ and Environmental ServirkOT1ces INE 438: ADD ��ES'. GA iOE r & CAEta�st"�`�'. 1 Pk��.ATE P 45:?� ,,. *s ` * BARNSTAB • 14 t: MASS. I BUILDING DIVISION By 'r: r' . DATE .TOSWED 05A31; 00.1 EXP1RAT fON DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY,PART THEREOF, EITHER'TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY.APPLICABLE'SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS.' HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- - (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. . ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS` PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 ,• Po .7tt 7 1 , 2 2 2 3 1 ' HEATING INSPECTION APPROVALS ENGINEERING-DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL i WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME.NULL AND VOID IF CON-, INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION'WORK IS NOT'STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS'OF DATE THE PERMIT IS ISSUED AS, TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. t I I I l I I I I I I I _ I I I � i I I I I I I _ j I I I I I t , V Y The Town of Barnstable " • assivsree�.-1619 - Regulatory Services 9�se?� .e�Ec Thomas ,om as F. Geller,Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 . 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 I 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 contractor;,with certain exceptions,along with other requirements. /!FXC#11/1 T/DW�/ �O d",0 J1 Type of Work: c.,o0a t iQW,*/0 .L�Ti�r�ir;:r7' 0-ArW6,45 Estimated Cost Address of Work: `w Ai`s Owner's Name: &A/Je/ J(yAAe5rV 6i71,r Date of Application: / I hereby certify that: Registration is not required for the following reason(s): [3Work excluded by law OJob 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. Date . Contractor Name Registration No. OR Date Owner's Name q:forms:AfSdav FAX NO. May. 24 2000 08:21AM P3 • bUUb4d2bj4 DOYL.E ASSOCIATES PAGE 03 �Il �?�l�fies LOT .�3 'LR. \\ pc#�0 2.760 .r � bb• • GRAPHIC SCALE O as 40 eo "o 1 bah 40 It Ploy ,zz of Zand Lu B&r-z!< b1e, Metesa ch use t is " Th0 Annantuoxlzo Residence Z0.^u5 ADDR . M AA.XTXR -ROAD DOYLE I barn;. aert�• tbtt the � trmas am mhova oa aw abut " eav Na 37559 az*t or, �- �tmd f7S�o�*�O n RSUA�``� —ODD im" pe 'C' As ryd 98e�ebep .t A>9�e :bd Lrac(�tiw ' Rsa4 C F`6AD4t L�OOd C 4.9. Cam Iu�at .hi! jumough �1tlAlefir�rty l � Rtaell?r+=°�»a 11RteP d► p 71a1bsLoik�,�!'lRfa8179# j,�(�data i t - i BOARD OFAUILDING REGULATIO License CONSTRUCTION SUPERVISOR I i ' L NumberY 067511' �I �Ezpres 03/27/2002 r.no: 17714 j Restricted To1G a rrl FRED C LAROCK;JR j. 191 PUTNHAM SUTTON, MA 01590 Administrator . n :Nqa� �. ✓1�e i�omrreaie�uea� o�..�aaaelta�; r, Board of Building Regulations and Standards { y(, HOME IMPROVEMENT CONTRACTOR Registration •:1U 3 Expiration: ' 7IQ9/2002 s Ty Supplement Q GUARANTEED'BUILDERS 8 DEVE FRED LAROCK `. - 14 WEST STREET E.DOUGLAS,MA 01516 . Administrator ESTIMA TED PROJECT COST WORKSHEET LIVING SPACE Value (high end construction) square feet X$115/sq. foot= (above average construction) square feet X$96/sq. foot= (average construction) square feet X$57/sq. foot= • GARAGE (UNFINISHED) �� square feet X$25/sq. foot= �KaQ PORCH square feet X$20/sq. foot= ' DECK square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= '�' Total Estimated Project Value I y ®®rT The Commonwealth of Massachusetts Department of Industrial Accidents + ?� - � -� Olfica oflo�estigatioos - ' _ 600 Washington Street = Boston,Mass. 02111 --�`�4�4 Workers' Com ensation Insurance davit location: 7 L hone# 5N`> city L ❑ I am a homeowner performing all work myself. ❑ I am a sole r rietor and have no one workin m dim aP ity % %%�/%/%�/%%%%O%///////%%/G%//// I am coin anv name. ..; :. address.: h :: . fir' one :.: .... insurance>cor<::, � ❑ I am a sole proprietor,general'contractor,or homeowner(circle one)and have hired the contractors listed below who have win workers' compensation olices: the following mP...... . ......::.:.,:::..:::. ,.....::::::..::.:.::....::.::.:.::::::,.:::.... ::::::.:::::: :.:::.:::::::..: ;;:<.;;:<.:<.;::;::;;:<;:<. com anv name :,::::.;:.:.::. .. address. .............................................................. ........... ::;.>;,:{{•:;:;.;;: �.... ..... .......... .n.r. St{......................................................... ...................................................{t4i}iiii.�:•iii.v::ni::i:.: ;f{..,:. `••1. �;:;:j?:i::'ri`i�:s�` ::isv:'.:>iiii:?ii':i::+?:}i>i'::;::iii?i:::>.?4;::> 'on:ih ...:. ditty# insurance co<; :.;::;..:..,.:;>;;.,:: ;;.<,.>•.;•:.;•.:•. /%%l////////%//// cb any name: ...,...,...,., .. address. :...::::.. .:. :: .........::.................:.,............:::::.............. C�� :�:<��? :i No C1 oli i. - :•:::":::i:::i::'�ii:�::!:{:i?i:v::ii:�iii`::iiii:t: iii:;{:isv::::??:::i{:Fti!v:>:iX�:ti::i-:vii:Gi:{: : :........ insurance co:;:,::�.�:..::;:::;;.:,:::.::.::.:.:.;:;:.:�;::;:;.:.;:<.::;::::�:::.::<:•::;.::;;:.;:::.::.::.:;.;.;;.:::.::::.::::.::•:::.. Fanure to secure coverage as required raider Section 25A of MQ.1S2 eon lead to the imposition of criminal penalties of a fine nP to understand and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I�mderstand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereb ce a pains and pen o erj the informadon provided above is truo and comet Date _ Signature Phone# i~ -419 Print name offldal use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑Selectmen's Office ❑dteckif immediate response is required ❑Health Department contact person: phone#; ❑Other (revised 9/95 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their oted from the"law",an employee is defined as every person in the service of another under any contract employees. As qu 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 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 section 25 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,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be ents for confirmation of insurance coverage. Also be sure to sign and submitted to the Department of Industrial Accid 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. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space f the affidavit for you to fill out in the event the Office of has to contact you regarding the applicant. Please be sure to fill in the permit 2cense number which will.be used as a reference number. The affidavits may be ret niied io the Department by mail or FAX unless other arraageme�s have been made. The Office of Investigations would like to thank you in advance for You cooperation and should you have any questions- please do not hesitate to give us a call. Sol �� / The Department's address,telephone and fax number- The Commonwealth Of Massachusetts Department of Industrial Accidents 018co of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 7274900 ext. 406, 409 or 375 : The Town of Barnstable anRxsra9t.E. • Department of Health Safety and Environmental Services. 9�plf16,59. a Building Division 367 Main Street,Hyannis MA 02601 Ralph Crossen Office: 508-862-4038 Building Commissio::t: 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 mom 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. Estimated Cost Type of Work: Address of Work: Owner's Name: Date Iof Application: / O ' I hereby certify that: Registration is not required for the following reason(s): MWork 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 IMPROVEMENTUARA WORK DER HAVE 142.�. ACCESS TO THE ARBITRATION PRO SIGNED UNDER PENALTIES OF PERJURY I hereby appltr permit as the a o e owner: Contractor Name Registration No. Date OR Date Owner's Name q:forms:Affidav r EST/MA TED PROJECT COST WORKSHEET Value LIVING SPACE (high end construction) square feet X $115/sq:foot= (above average construction) ),Z square feet X $9(/sq. foot= (average construction). square feet X $57/sq. foot= GARAGE (UNFINISHED) square feet X $25/sq. foot= PORCH square feet X $20/sq. foot DECK square feet X $15/sq. foot= OTHER square feet X $??/sq. foot= Total Estimated Project Cost IAHFORM 1/3/00 T _ �i a�Oosxmeo�u�ea�D� o�..��awcrc�/iudell DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE Nuber_ Expires: 4es r ted''h 00 TflOMAx� PAPPAS in--COW ROAD ►+�7f @taw. BOURNE, NA 02532 r s ry � Y .�• - /00 t e �YkHE.HA'- ... a I {� a w W i 06/20/2000 12:27 7819335645 DESANCTIS INSURANCE PA1._ 01 ACQ80 CERTIFICATE OF LIABILITY INSURANC&M Po DATE(M )D1M mc-1 061 /00 PRWUCWR THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATIO ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE DeSanotis Insurance Agcy, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Ten Walnut Hill Park ALTER THE COVERAGE AFFORDED BY THE POLICIE$SELOIA Wobu;n ML 01001 - COMPANIES AFFORDING COVERAGE COMPANY •s 781-935-8480._...FaxNo;.?81-933-5fd5 f A Liberty Mutual Insurance Co. INWUREO - COMPANY B Thmaa Pappas d/b/.a ( COMPANY Cape Cod St%S.Idars C 171 County Rd Bourne MIL 02532 — --- -- - LcoMDRANY - COVERAGES THIS 19 TO CERTIFY THAT THE POLICIES OF IN$ORMCE C LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIO INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIN CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, ! EXCLUSIONS AND CONDITIONS OF SUS POLICIES.LIMITS SHCWN MAY HAVE BEEN REDUCED BY PAID CLAM. CC ' TYPE OF INSURANCE POLICY NUMBER I POLICY EFPCC71VE POLICY EXPIRATION I LIMITS LTR DATE(MM1D01Yn CATE(MWOMY r GI4QNERAI LIAHI♦,ITY G6NGRAL AGGREGATE S ." t----'-------- -... . .. O04MfiF4AL GGNGRAL LIABILITY PREAIP`TS.COMPOOP AGG S,_. .._._.._...__. . . CLANS MA ....,,.-,.0NA _JURY 4 NE •• FIRE DAMAGE e f OWR'S 3 CONTRACTOR'S PNOT, I EACrI��CCURRENG An GE I r MEO EXP(Arty OfU Per40n ' S _ ( Y AUTOMOBILE LIAB!UTY �. ANY AUTO COMBINED SINGLE LIM1T t.•- i I y R ALL OWNED AUTOS I I tlOCfLV INJURY b`CHEDULED AUTOS -- • HIRED AUTOS •. •. URY NON-OWNED AUTDS Mel aoLValdee fir ._ �..._ �...,... ... ......... ... PROPERTYOAMAGE 4 �l GARAGE LIABILITY Atjf-,CII41 Y.EA AOCIDE.NT 1 S 1 ANY AUTO I OTHER THAN AUTO ONLY: I li EACH ACCIDENT S EX0E6I4 LIABILITY I EACH CX;CURRENCE S__.__._ _... ' UMBRELLA FORM AGGREGATC 4 OTHER THAN UMBRELLA FORM _ l/. 4 WORKERS tOM?LNSATION AND ' ...I.T, Y LIMI�*T10� r 6MPLOYERB'LIASILIT`r �: � � I EL EACH ACCIDENT 4 3050 0 DD --.. A THEI°ROfIL!TORr iINCL WC131S319614010 01/21/00 I 01/21/01 �ELOISEA9f_POLIGYLIMR S^500, 00 PARTNER01DL6CUTWG i OFFICMARE EXCL (MA) EL DISEASE•EA EMPLOYEE L Soo 00 OTi4FR " I j I I , I OE9CRIPTiON OF OPERATIONS/:'i`CATION&YEIHICLESISPECIAL!TENS Various pro�ect:s for the Town of Barnstable CERTIFICATE HOLDER CANCELLATION y BADS_1 GHOULD AHY OP YI+E ABOvr DESCRIg6p POLICI=66 CANCZLLCO 099ORS wE F - EXPIRATION DATE THEREOF.THE ISSUING COMPANY WILL ENDEAVOR TO Mj k Town of Barnstable 30_DAYS WRIYTEN NO"ICE TO THE CERTIFICATE HOLDER NAMED TO :LEFT. TowU Hall GUT FAILURE VO MAI4 rUCH NOTICE SHALL IMP05E NO OBLIGATION OR LIA3 JTY « 361 Main street OF ANYKINDURp P.i PR NT1TCOMNY-tTSAOENT50RREt5ENTATIVEO Hyannis MA 02601 --{ AUJ�2G0 R6PRSSEN'!A71b@ ' -`, C 1!_('.✓2, (L ALE•l� _. .. ACORD CORPORA ON Im ACORD 2$�5(11'�) • ` S n �k9 ' �. •'RQ�o� S00 . �?g�v° 1p° ZOT 1311 C. �w plc '• t � 4 +GRAPHIC SCALE v m ,0 � IN mT i inoh @ 40 ft Plot Flan of .Land In M Barnstable, Massachusetts Prepared rred For. ,the Annan tuonio Besidence LOCUM' ADDOM M BAXM ROAD r Newby vwro¢ fwt 00 arowim m am Rho= on late pbs of UW,r eta as the troth .� p -oa ,Fw ld wk PdOm ow G 42 I,� AW ,Id�eeAtaabt�r tO affm 1YMv�taa Li�tec 8�3�/�6 �oa��S�O-ate �e�t�a�lLABoo� TO 3!)Vd S31VTOOSSV 37AOG +7E9718b9809 VT-50 008Z/ST!90 \ � _ ti TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ` Parcel 0 5' g AMIC•ANT MUST OBTAIN A SEWER Permit# F CONNECTION PERMIT FROM THE Health Division __/6 f�- ENGINEERING DIVISION PRIOR TO Date Issued - , MISTUCTION q > Conservation Division rt�,� --�N�- ` � 1� (� Fee /(� • �� v Tax Collector Treasurer co _._.._._......_ Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH . Preservation/Hyannis Project Street Address 6hX40S Village Owner / Address G9 al /07,?_42 Telephone �� /,� • ` Permit Request�Z© X 3� /`CO0,0 7 Square feet: 1 st floor: existin proposed D 2nd floor:existing proposed Total new Estimated Project Cost Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes O No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure O Historic House: 0 Yes *o On Old King's Highway: ❑Yes No Basement Type: ❑Full 1$Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 2- new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas 0 Oil ❑ Electric ❑Other Central Air: ❑Yes Jdo Fireplaces: Existing New Existing wood/coal stove: ❑Yes 4No Detached garage:O existing ❑new size Pool: 0 existing ❑new size Barn:❑existing ❑new size Attached garage: 0 existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 0 Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number �y g�f o'` a c� Address ? License# O S oD + Home Improvement Contractor# /6-if 9 Worker's Compensation# L ' k:?1$3/9� 'l I/0/0 ALL CONSTRUCTION DEBRIS RESULTING FROM IS PROJECT WILL BE TAKEN TO Ap SIGNATURE DATE iO_e FOR OFFICIAL USE ONLY PERMIT NO. l �G DATE ISSUED - r MAP/PARCEL NO. I. ADDRESS `. VILLAGE �t r OWNER DATE OF INSPECTION: r FOUNDAT O;N. FRAME •" INSULATION any - FIREPLACE „ ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL -d GAS: ROUGH FINAL ' 4 r . FINAL BUILDING " DAT&GLOSED,OUT = ' ASSOCIATION PLAN NO. " y�C5 FAX HEADER (No.of Pages,Including This Page TO: / FROM: GIVARANTEED BUILDERS, INC. 3.4 `BEST STREET f E:. DOUGLAS, MA. 01516 PHONE: (508) 476-1500 FAX ## VAX: 1;508) 476-1392 '220 SUBJECT 4 r JI J FRx No. May. 24 2000 08:2iAM P3 �NES.4t�15�4 DQAI ASSWIATES PAGE 09 I GRAPHIC SCAU aVol 4 try MT ! UwU 40 two °.mod Fsar: 2720 Aj=&n tuozIv aTealcd�ace N �` 4r` .BDD�. 1Lt AArMN MAD OOYLE � t far a,r.r r tW the straw Am Abom CW es . Fla 375&9 tea.. .... � � •�p`a 4*1�C, 1� 9l' obrr� .t .Do�� leer �U6 T S ATJERY.,ti,PROPERTY: QUERY END QUERY PROPERTY PENTAMATION----------------------------------------------------------- 05/15/01 PARCEL ID 310 058 GEO ID 22628 LOT/BLOCK 131 BK DBA PROPERTY-ADDRESS OWNER ANNANTUONIO 111 BAXTER ROAD DANIEL A ANNANTUONIO CAROL HYANNIS 89 HIGHLAND ST MILFORD MA 01757 PHONE ,// DISTRICT HY DEVELOPMENT STATUS C ASSESSOR'S CODE CAPACITY(NOTES) ZONING DIST/ZOC FRB SEWER SYSTEM FLOOD PLN/ELEV. WATER SYSTEM OKH? # BEDROOMS ZBA DECISION FAMILY APT LOT SIZE 9583 .2 OPER/MGR NAME WET LANDS MULT ADDRESS USE 101 PROTECT DIST WP (N)EXT / (P)REVIOUS / NO(T)ES / PER(M) ITS / (V) IOLATIONS / (G)EOBASE / (E)XIT NO MORE RECORDS IN THIS DIRECTION �r� c!pY w SIM 1MiTek Industries Inc MAI FO BOX 7359 ST LOUIS MC)63177-13 S9 mam��® f U515 NORTH OUTER FORTY �eij+ CHESTERFIELD MO 63017.5746 USA EOX(3141434 534,1 Re: 17121R. TELEPHONE(3141434 1200 _ ,-WALLIS LBR;111. BAXTEI?RD,RYANNIS The MISS dra�ving(s)'refen.o.ce�I below have been preparcd by MiTeh Indu tries,Inc. under my direct supervision based 0h the parameters provided.by Reliable Truss Co: Pagcs or sheets covered by this seal: I10591.28 thruI li159129 MY license reneKal date for the state of Massachusetts is JLTiE 30,2002. Iii OF gsQ C�* STEPHEN CABLE CIVIL ,NJ� 31927 `� _ Jime 29,2001 n W ' s;e dtuwingas indicate acceptance of professional engineering responsibility solely for the ponentis shown. The suitability and use of thin component for any parti.culax building is the responsibility o:fthe building!designer,per ANSI/'TPI-1995 Sec. 2. 13 m. , , :3 IB act N OP BA1WSTk3L$ DUrLDi � PRmIrr `y . c��sH xb 228:,$ , 8S Ill BUM WAD �� Ai3NXtr PTIONE GOT 1 I BX Zip DEVELOPMENT DIST'RZ CT Hy 1. 63476 b8$CRIPTION ADII 24X24 DFTApTCH 'UNIT TYPS WILDA TITLE NPS�' BUILDING PERMITA�SR � LARO ION $44.64 ' nvironines 0009TIRUCTION COSTS 09 Coo �� y 14,4 .00ADD i PRIVATE DAUB 153VED 05/21/2001 EXPIRATION DA/r �a� yw a, .r rklf g P✓AFtMIT CONVEYS NO RIGHT TQ OOOUpY ANY STRUZ.ALLEY OR 804VALK OA ANY RANT THCREQF,L"ITNER TEMPORARILY OR PEAMANENTLY Eh. ViOACHMBNT3 ON PWlUC/,ROPgAJY,NOT SPECIFICALLY PERAII'1 O UNDER THE 8VNMI`(I COOS MijsT BE APPROVED pYTNI JVA1801CTfON.BTRtL7 OR' AL4JiY ORAOJ?SA$'WEI L A5 DEPTH AND LOCATION OF PQ6LfC$EWERS yfA U QVAINL@ FROM'-'Mf:�pEPAATMENTOF PU8U0 WORK9.THE ISSUAMCEOFT4 i t'EA�tl7 00ES ItCY pILEASE TH!AM)CANT FROM T►+E CONpf19ONS OF ANYAPPLICAKI SU80fvt5tgN 11EgTAiCTIONS, NlMitdUM OF FCti?14 CALL INSPECTION$REQuiAt0 FOAAEI CONSTAUCTIONW'OAK! APPACVf0 PANS IduST 8( R>ETAIN(E t,KOUNDATIONIiORPOOTNt3S THIS CARD XfPT Pinrl;o UNT!L FiNAl NaPECTON N'HLAr APPLICAaLE, SIPAFIATO a,PRIOR TO COIvgA &TIm,13%MAL M6148EAS HAS OW MADE,YY+H6wE A CERrIFICATr o ocGta FERMITS ARE REQUIRED ROp. IRSADt7O LATH). PANCY IS Ii WAIR0,SUCH BWLOINC�i S044L NOT$E ELECTPtCAL,PLUMBINQ AND MECH, 9.FIRAk INSPECTION OCOUNEDUNT�L FINAL INSPeCTpN HAS MEN MACE, ANICAL INSTALLATIONS, '�A,FI^IAl IN3PEC710N BEFgR(t®CCUPANCY a SillLDiNi�INS01ICTIO APPROVAL$ PLUMPING JN3Pi0Tt5N APPAD r$ J=LJ CTRlOAL INSPECTION ArPPApVAE$ HEATING IN9P.CTI APAPi�Jg0VAL:s ENCINEERINO 06 ARTNJENT BOARD OP HEALTH OTHER. 817E PLAN REVJEW APPwgt+A ' THE IN SJtgLL NOT PRCCE>;0 UNTIL PERMtd WIL6 PECOME NULL AND VOID IF CQN` LINO ECTICN$ INAICATEO ON THIS Tiifr IN5PgCT'CR HA$APPAOvW rME STRUCTION WCJAK 18 NOY STAAYtcp WITHIN 31X q.p GAN Jae AARANGJzD FCJ�Jay' vAAIQU8 STAGES OF CONSTRUC• MONTHS OF DATE TIJA IPJclRunr I$ !$SUED AS •SPH0NEOAWRITT>rN.NOTJft6A• NOTIEtD ABOVE. N, - - C� FAX ADIE , ISHEET (No.of Pages,including This Pagc"— TO: M)M: GMARMTEED BUILDERS, INC. :14 WEST STREET tier 7.. DOVGLAS, Hh. 01516 PEME: (508) 476-1500 YAR # FAU;: (508) 476-1392 SUBJZCT: I// � �i�" ► � '�-• nus '• rues 1 r- �.,... �--`- I F- {17121R T02 iFINK .-- y L , i1Q55129i - (optional) " CTT�-3'h'I-e Url r e m usmes,rffi. u un age 1 --4 a.t0-G 1Z-0.-o 414 = 12-0-C 0-10-1) iScale: 1x4 II9 1x4 1; 12.00F7 1x4 11 ,. 1x4 i( 1x4 11 8 10 1 x4 I, I i 1x4 li � �. 1x4 it 3x4 x, \ 3x4 ' 6 .j r 12 . N 1x4 1 1 1 x4 11 44 03 I 6 28 27 25 .25 24 23, 22 21 20 19 18 3x4 3x4 li 1x4 !I 1x4 II 1x4 !1 6x6 = 1x4 11 1x4 II 1x4 11 1x4 II 1x4 II 1x4 I 'w---24-o,0 LOADING (psfl SPACING 2-0.0 CSI DFI'L in (lac)• ildefl PLATES GpIP TCLL 35,0 Plates Increase 1.1 S TC 0.20 Vert(LL) n/a �n!a �M1120 1971144 TCDL 7.0 Lumber Increase 1,15 8C 0.13 Vei:VTL) -0.01 1t)-17 >999 1 BCLL 0.0 Rep Stress Incr YES W8 0,42 Ho�z(TQ 0.02 16 h111 BCOL 1010 Code SOCAJANS195 (Matrix) 1st LC LL Min lldetl - 240 Weight 153 lb LUMBER. _ BRACING ry TOP CHORD 2 X 4$PF No,2 TOP CHORD 3heat1hsd or 8-0-0 oc pur(Ins, DOT CHORD 2 X 4 SPF No,2 B07 CHORD Rigid ceiling directly applied 0f 10-0-0 oc bracing, OTHERS 2 X 4 SPF No,3 WIe85 1 Row at midot 9-23. 11.21, 10-22,7.25, 8-24 WEDGE Left 2 X 4 SPF N0.3, Right 2 X 4 SPF No.3 REACTIONS(folsize) 2-210r24,0,0,21=210124-0.0. 28=207/24-0-0, 18=.207!24.0-0,23=146/24-0:0,1 9=207124-0-Q, 20=20 8124.0-0,2 2=20412 4.0.0, 27-20712 4-0-0,16=210lZ4-0-0, 2 6=20 8124-0-0.25=21Dl24.0-0,24=2044124-D-0 Max Hori 2=-753(load case 4) Max Uplift2=,3391foad case 4), 21=-189(ioad case 5), 28=•264(lcad C se 5), 18=-235I,1oad case 4), 19=-173(loed Case 4), 20a-171(load case 4), 22=-157(load case 4),27=-173(loed rase 5), 16 m-195(load ese 5),26 w-17:3(foad case 5),25--189(load case 6),24=_17'j{JpajLOase 5) I . Max Grav 2-46.3(load,case 5),21=244'(16ad case 3)...28=243(load case 21,A9=243(fotid cabe 3),23=341iload Case 6), 19�2421iiiid case 3), 20'-243((oad case 3),22=24806ad case 3), 27=2420oad tale 2)1 16=320(toad case 4),26=243Road case 2).25=244(ioad case 21, 24=248(load case 2) iFORCES 0b)-First Load Case Only TOP CHORD '1.2=37,2-3=-11S.3,4=�107,4-5=12. 5-6=-107,6.7=-107,7.8=-1I08,8-9=14,9-10=-105, 10-11=-108, 12-13=-'107.13.14=17, 14-15=-107, 1b-16=•115, 16-17=37 i 60T CHORD 2-28=34.27.28=34, 26-27=34,25.25=34,24-25=34, 23,24=34,22.23ra34,21-:12=34„20.21=34, 19-20=34, 13-19=34, 15.18=34 WEBS 3-28=.-164, 15-18=-164,9.23+-106,13-19=-168, 12-20--168, 11.21=•170, 10-22=,164,5-27--168, 6-26=•168,7-25=-170,8.24=,164 NOTES 1)This truss has been designed for the wind 10ads generated by 90 mph winds at 25 ft.above ground level,rising 4,0 paf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane aceanline on an occupancy category I,condition I enclosed,building,of dimensions 48 ft"24 It with exposure C ASCE 7-93 per 6,0e4ANS166 If ood.vertical*or cantilevers exist,they are exposed to wind, If porches exist,they are snot exposed to wind. The lumber bOL increase is 1.33,and the Plate grip increase is 1.33 2)Gable requires continuous bottom chord bearing, 3) 'This truss has been designed for a live load of 20.0 s1 on the bottom chord in all areas with a clearjlnce greater than 3-6-0 �,Lg�OF ' between the bottom chord and any other members, 4)One RT7 VSP COnormors recommended to connect truss.to bearing yells due to uplilt at)t(s)2,21, 28, IS, 23, 19,20,22, 27, 16, 26,26, and 24• +ti►� `seS' 5)This truss ha's been designed with ANSIlTPI 1-1995 criteria, ' TENEw 9R�e o CABLER } LOAD CASES) Standard v g�CdViL y IYO.M2 cn i S10 L Jur1e 29,2001 l A WARMO-Var ft doakft PUMAW20M grid I! M ATOMN ION=9 AND Rail snow 8aPOW UM s.. beston void for ute enty with M!tek aaflnoofola,Th1►ao0an.Is bored Only upon p0tometors fp i-wn,and it for on;hidlNdual bulAho cenrpanent to tm Installed and loaded veofecltr. Appiloab$Ry of design pomfrn*!en and pfoper Inagrpmatbn of gem pononf Ir impmeibl0y of bu(dinp aetbner•not tevo designer,$racing Brown i fel lateral support of indNduol web members only.Addllienal tempofary biacho to Insure debUlly during condrudlon k Me respons Illy of the efector.Additional 04imenenf brocIng of the overall stractufe k the fespfn41b1Wy of the bulldlnp.deslgner.Far gernorol guldonce r"of4mg foblicatlon,auany COnfto(storage,dollvery,etection and biacfno,consult 0$1.88 QiIurhy slandard.peit.be kaetng spoeifit~,and 1418-91 M iT®k� .Handllno IndallkV and!racing lleeotltrl W49110M available 11om TIU14 Note Institute,604 Wononk,odw.Madkon,w169719. Job u„ Truss 117121R lTU1 � ;A.TTIC 12 a 11069128j t' :)ABCt � — ---- tapzionall s un e n u,enes, roc. u I a-1-1s I 0-tO.Q 3.10.1 2-i1.3 Z-10-@ 3` 4XE'i r. 9-3-a 2-±cs 2-0-3 s•1�7.1 n-lii-ti Scale=i:91.D1 6 UCI fc 3x.4 c 3x4 I 3x1Q ;I loxio lox 10 4 14 12 4x8 = c'X8 - Exa - f -1Q-1 F,24 18 -1? _$'rI 1=1� 24-0.0 i _ U i 3-10-1 �,a ae LOADING (psf) SPACING M 2,0-0 CSi ~DEhL in Roo)4 (Idefl PLATES — GRIP TCL. 35.0 Plates Increase 1.16 TC 0,74 ! Veit(LL) 0.441;t.-74 w641 MN20 19711A4 TCDL 7.0 Lumber Increase 1.16 BC 0.46 I Vert(TU -0.36 12-14' ?505 BCLL 0.0 Rep Stress Ine.r YES WO 0.67 Horz(TL) 0.02 10 n/a BCOL 10.0 Code SO(A/.AN5196 (Mbtrix) let LC LL Min I/defl = 240_• — I Weight. 169(b — _�-- LUMBER "RACING TOP CHORD 2 X 6 SPF 21001'1.BE 9Except- TOP CHORD Sheathed or 4.7-2 oc pudins. 1-3 2 X S SPF No,2,9.11 2 X 6 SPF No.2 80 CHORD Rigiii ceiling directly applied or 10.0.0 oc bracing. I BOT CHORD 2 X 8 SYP DES WEBS 1 Row at midpt 5-7 I WEBS 2 X 4 SFFNo,3 REACTIONS (ID/sire) 2=1844/0-3-8. 10='I 84410-3-8 Max Hors 2=-753(load case 4) Max Uplift2=-488(load 0).5f. 6), 10--488(load rase 61 FORCES lb)-First Loso CaSr'01,1y TOP.CHORP 1.2w52,'2=3=.2461;.3-4=-2389,4-5=-1324,6.6=159:6.7=-S4,7-13=-1324,8-9=-2389,9.10=-2451, 10.11=52 BOT CHORD 2-14=1618, 13-14=1318, 12,13=1318, 10-12=1618 WEBS 5-7=-1543,4-14a0328, 8-12=13,,8,3-14--600, 9-12=.600 ,I NOTES i 1)This truss has been designed for the wind loads generated by'90 mph winds at 25 ft,above ground)e'vel.Using 4,0 psf top chord dead load and 1.0 psf bottom chard dead load, 1 mi from hurricane oceanline, on an occupancy category I,condition I enclosed building, of dimensions'48 ft by 24 ft will,exposure C ASCE 7.93 per BOLA/ANS195 If end verticals or cantilevers e$i;t.they are exposed to wind, If porches exist,they are not exposed to wind, The lumber OOL increaase is 1.33, and the plate grip increase is 1,33 2)Design load is based on 35.0 psf specified roof Snow load, 3)Unbalanced snow load$have been considered for this design. i 4) "This truss has been designed for a live toad of 20.0psf an the bottom Chord in all areas with a clearance greater than 3-6.0 j between the bottom chord and any o-Mer rnororefg, S)Coiling dead load(3,0 psf) an member(s).4-5. 7-8, 9-7 6)Bottarn chord live load (40.0 pst)and additional bottom chord dead load l0,0 psf;applied only to room. 12-14 71 One RT7 USP connectors recommended to connect truss to bearing wells due to uplift Fit jtls)2 5nd 1 o. a)This truss has been designed with ANSUTpf t-1995 criteria„ LOAD CASE(S) Standard Ili OF afOfSSr I STEPNENV�. c3 CABLER rt jjI g;Nd.3192T f I June 29,2001 I Q WARM -11•Vcr ft d..Eyn pe rmm item anr5 R LIDD IVOrSS ON rBffi AND ANVARM Stan®ice 41✓1td. sue® Oeslpn VOW for use only wah Madk connectom thb ded9n It based only upon parameters dawn.and M for an,kralviduel bulling component to De Installed and boded verlbolV. ApPbobiNty of deN9n Porometers and proper bowpWation of componenl k rppmolbllfy of bullding dengner-not trues desbner.BroeMp shown it fat lofe,ai supoott of Indlviduol,web members only.Addilbndl tam Ovary brockv to Insure stabifHy durMa c dructbn a the 1e40aM16119V of the erecter,Addabnet osuhanenf btaelnd of the oVetal shualure b the,airpanzlbllify of the bulidlnq:designw.For generol puidanoe 1e90r4ing fobttoallon,quality whitcL stora,"p,delivery,wectlarr and NQCIng.consutt 911-64 arwlly Standard,061-49 karolna 9pecllleaaon,and MII.91 �'��® Manama Instrr0 fall and Iro la etna IfscammerWollore ovobb from true Pbfs Institute,SW 044nd61i,Drtve,Modkon,W i 537W. 4 iv i 13 a 1 0 2 I • zF • � ' • II it III II I I I ' N :. � ' =,1^'� I, r - 1 I IIItill Pit pi I: _ l y 'a II"0 SIf r yq� ,I T ! oiz ' I S � •I u 'I a • - u,� m Stiuzs,x� i I I I I I • , r i I i j i Imo4 � I' - I I t '- .:Sri*r.� •': i li '' � .I i I 0 (93 I• .I i i x I: I I i 111 5AXTEfR STREET w N)'ANN15 t-IA55 L15T OF DRAUJIN. e & { A-1 NEW FIRST FLOOR PLAN ry A-4 FLOOR FRAMING 4 A 2. ' ELEVATI.ON5'. FOUNDATION PLANS n . A=3 'IROOF 4 ROOF FfRAMING PLANS A®5 WALL SECTION M * GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ORDERNG MATERIALS 4 STAR71NO CON81RUCTION ANY DISCREPANCES SHALL BE SROUGHT TO OWNERS ATTENTION ANNANTUON10 ADDITION j UNST CD CALHOLIN Roe�u+c,no�m ecn'�s oRa ° ! DATE 6/14/2000 aEv14£D ME TITLE 5NEET � RGNITECTU-RA L5 61 SACHEM DRIVE, BOURNE 1 rASS, 02532 $OS'533'3106 32'-6 22` 2'$0 3•611 — Lo do n a� w _ OI A �ewpE E E ri X D � 2,4Lon A�y �. 2,-b h . 0 IXt . 7rk _ SLOPE _ S° slt . .GLG. _ i Z N r m 1 , - m-'-X ,< 070rnr x m— cOG► Mcn � -< T 7Q� �frnOpQ O'Wcr�citl �IDz rr r =-e — a- OaA� pr0� np�z� Np�rnN T--4 t- -+ 7�0 . m (P 3 Z a r� o 7Cm�E m CfQ � = z� 10 am n°o t cp Fi tk r n-m N r n m o, o>� OF L W Y 1p Z - W 1 z m • 6 8,-0 • s � m r mr ;U �anm TF 00 z Uu0 -e tfZ z 7Cm(PE � - m A � n m C33 ® nno m A p ® W_cp n o"< am m CP A ^ e . c z • ro Y ` �`Cl7If oaN�� Tr� emu, DX z '°"-{03m LYJI 0 —70 1 7mI1 n = mp�pD3 ` = X m Z z �zcnmmo � cn 7 Ul r— 7m(j �mAv , CA ]p- o ® r-Fct> m '� pv'6 z�O A z 0t> { 70 -+ m 21 I 1 I o dZ RaA o L A D - • 1 .I 1 quo - m rnZx � y � Z � mn�p .. ror� < t L��A romZQ- (p--IZ - E _ 2"XIO" RAFTERS o 16" O.C. -FIBER GLASS ASPHALT SHINGLES OVER 0 151be FELT BUILDING PAPER tFASTEN WITH STAGERD PATERN"1/2" DIAMETER BOLTS -,I/2" ROOFING PLYWOOD A 3/4" X II" STEEL PLATE BETWEEN TWO 1 3/4" X 11 1/8" MICROLLAM'BEAMS R30 BATT INSUL,W/ 4 MIL POLY Y.B. 'EXISTING JOISTS W/NEW METAL'HANGER5 • -CONTIN.ALUM.DRIP EDGE y �. 2!I — - . - MATCH EXISTING TRIM,FASCIA,SOFFIT 4 RAKES R-13 HIGH DENSITY BATT"INSULATION 6 m11 POLY VAPOR BARRIER VYNAL SIDING f 1/2" BLUE BOARD W/ 1/5" SKIM COAT PLASTER ° • _TYPAR HOUSE WRAP 1/2" EXTERIOR SHEATHING - ail x 4" STUDS la I6" Or-, , WOOD BASE BOARD FINISH FLOORING -3/4" T4G PLYWOOD SUBFLOOR - DOUBLE 1 3/4" X,14" Lk BOLTED -2"AO"FLOOR JOISTS aQ 16" O.C' -- -2 XIO LEDGER BOARD BOLTED TO,HOUSE .. 2x6 PRESSURE`TREATED PLATE W/ • -,1/2'"DIA,ANCHOR BOLT as 4W o c,4 STARTING 1211 FROM END.: GRADE 0 _ 0 O • (o m11 PD POR * A CONTRACTOR E44ALL VERIFY ALL DIMENSIONS " LY YA BARRIER GENERAL ONTR t PRIOR TO ORDERING MATERIALS 4.STARTING CONSTRUCTION 16" DIAMETER POURED CONCRETE PIER ANY DISCREPANCES SHALL sE BROUGHT TO OWNERS ATTENTION A MIN,OF 4' BELOW GRADE 6" COMPACTED GRANULAR FILL 2 -RUNS 15M REBAR t NESTING ON UNDISTURBED SOIL ANNANTUONIO ADDITION eca� ORaw'aer CD CALHOUN 13RAWMKOA DATE 6/14/2000 REVISM, rrtts DALE SECTION r NITECT 'URAL5 51 SACHEM DRIVE, BOURNE MASS, OW;.W5-533-3106 p Y , 61 �,' a ': (� -.. .... .. . .-. ..........__. .. .. io M AITO rf ,14 i 1 t #'a gs ,rya t_ r��T - t }V t , Y E , i i 1 e { t 1 e. a + • - L r' � ota , � I , r v. w k J1 : z .•fir.. —•. ,.,- -_._ — ._,. _ ..._ _.._�.._ --- :..:::;..,�-.�.,r - - - ------- — - � � - - �"r v '1 , t y � z a , ` GUARANTEED BUILDERS, INC. ` 14 WEST STREET EAST DOUGLAS, MA 01516 (800) 462-4472 TO-:.,T DRAWN BY It �•— �. i j i .:' ..• +a� - !` !� SAP:'• $tom" t* .i�iSi" "ka,.:� r + ^ .y t #y } , •` $* i i -fit + +- ..{,.; Q r y le f 1 f 7 t. .#. - .,,� •- ';«� �`'� `� ��.i a t!A)r t R,d f`�� i„� ��'F_: 'K"�T».wa'� 'fi".r,.,,,++^'� f 10f I 9 t lg� 3 I «" , INN # j d f Ijam, r„_+"S, r_ wr ..........,,.._ ...--.....-•.....--.,w:.,-»..-�.,«, ` 1 s t T It , , s 141 , • r� ,177 ti t} , t 4 tl v a I , , f n t 3 pp i # : ALE APPROVED .^ DRAWN BY ' # (ey. iMAWING NUMBER - z�4