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HomeMy WebLinkAbout0431 WAKEBY ROAD , �31 � Town of Barnstable F THE Tp� "o Site Plan Review � Hyannis, BARNSTAaLE, 200 Main Street H annis MA 02601 BARN STABLE r r * ` MASS. u=nus'"`osi�av°3*dus e: 1639. .0 www.town.barnstable.ma.us �FD1A0�A Office: 508-862-4679 June 10, 2021 Ms. Susan Baudanza, Proposal: Home office for Comforts of Home Pet Sitting Dear Ms. Baudanza, Please be advised that the Building Commissioner, Brian Florence, has determined that the addition of a home office for Comforts at Home Pet Sitting located at 431 Wakeby Road., Marstons Mills., is of no significant detriment to the achievement of any of the purposes set forth in § 240-46 and to any of the purposes outlined in § 240-99 which require Site Plan Review approval. This determination is based on the premises that no employees or public will be present at the site and this is for administrative uses only. Applicant must comply with all home occupation regulations and must obtain all other applicable permits, licenses and approvals required. Sincerely, "Br6anFlorce, CBO Building Commissioner ----� LIST r� �+cQ`c o„o vttiS �? �� �� � i C�� � ��, �� , . Mtn-��- ,, oa � � k - J,, � - I I ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION I _ I i Map Parcel 0 o ;Plp;Sok;36 Health Division Date Issued c <<2 Conservation Division Mega- 'j�,c��n� Application Fee14 Planning Dept. Permit Fee 30tc Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village J V `aY46y\s 5 Owner S JSd,VI +—, Q� Q \ OW d0 A--b-C Address S d,)VA e) Telephone 5o 1� _;?_ CO_G q JQ 0 V 3 . "" "[ 0 0 Permit Request o V-9-J U h l X,WA ' l LA CA V \.CkVVI �tV Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size s-, ( Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑ Yes ❑ No 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 new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wow coal stow: Oas ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn:i xisting r* nevi size_ Attached garage: ❑ existing 0 new size —Shed: ❑ existing ❑ new size _ Other �- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 00 Commercial ❑Yes U/No If yes, site plan review # Current Use Proposed Use _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �`J`uS;QitITele hone NumbiL'R Adder ss T -"�' A �! License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO. � � SIGNATURE '-" ---- ^ DATE• %5l 2U/_� FOR OFFICIAL USE ONLY — # t, APPLICATION# r '�. DATE ISSUED 1 MAP/PARCEL NO. ADDRESS VILLAGE OWNER 1 J DATE OF INSPECTION: r' ukFO.U.NDAT1.0NgL, �;�i o' .oz�cLt,a"( t 3 _ FRAME � — yINSULATIOU t,., ,• ,..t;i.• 0,U'L:i { FIREPLACE f. ELECTRICAL: ROUGH FINAL �- ! PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL �• w 'T , i fr FINAL BUILDING- DATE CLOSED OUT tj ASSOCIATION PLAN NO. - �7 I The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers kvi Applicant Information Please Print Leeibly .Name(Business/orgmizabon/Individual). - �GIS /Uovq C—City/State/Zip:. ,o5 D hone#:SLf�-73��/�•S�d Are you an employer?Check the appropriate box: , Type of project(required): 1.❑ I am a employer with 4. 0 I am a general contractor and I employees(frill and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition workingfor me in an capacity. employees and have workers' Y P h'• 9. ❑Building addition [No workers' comp.insurance comp. insurance i required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 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 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 that check this box must attached an additional sheet showing the name of the subcontractors 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: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation-policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,asmell 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 under the at d penalties of perjury that the information provided above is true and correct Date:- 613 // LJ 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. Pursuantto 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 dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the 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 bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel,#617-727-4900 ext 406 or 1-877-MASWE Revised 424-07 Fax#617-727-7749 www mass_gov/dia i Town of Barnstable Regulatory Services XAB& - Thomas F.Geller,Director :L6 ►`e� 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 HOMEOWNER LICENSE EXEMPTION Please Print DATE:" Iy l JOB LOCATION' " AO N-Y / //!/ number r—sTtEeY `% v�llag name 'J home phone# work phone#� a—MENf MAILING ADD ESS: 'Y /C�� ass /s s� city/town `) 1— stab J /--zip coda The current exemption for"-homeowners"was extended to include owner-occupied dwelEnes of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes,responsibility for compliance with the,State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and re a ents and that he/she will comply with said procedures and requirements. Signatum ofHomeo'd — Approval ofBui7dmgOfficial Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control_ HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the '.' permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\decoUk\AppDatall.ocaAMicrosoft\Wmdows\Temporary Internet Ffles\ContentOutlooklQPY,6ZUBN\EXPRFSS.doc Revised 053012 Town of Barnstable o� Regulatory Services i RILRNCPART.R' PASS g, Thous F.Geiler,Director ,,,�► Bailding 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 Sectio If Using A Builder as et of the subject property hereby authorize�� t/V e; �T'9\ to act on my b ehalf, in all mattets relative to work au rized byYding permit (Addres o b) **Pool fences and alarms are a resp sibility of the applicant. Pools are not to be filled or utilize efore fenc ' installed and all final inspections are performed d accepted. Signature of Ownet Signature of App ' t 9� s � A Print Name Print Name L�L Date Q:F0RMS.0WNERPERMISSI0NP00L•S 62012 r August 16, 2013 To—Mr. Tom Perry, Building Commissioner, Town of Barnstable; This letter is to clarify our application to build a private covered small riding ring . This structure would be solely for our own private use, not for commercial or public use. Its purpose would be to provide a small area free of snow and ice in the winter, so that we can safely exercise our horses in order to keep them healthy during inclement weather. It would be small---62' diameter. with open sides and a roof above simply to keep it clear of snow and ice—it would resemble a large gazebo. The builder's plans are included but please let us know if we can answer any other questions or if we need to submit more detailed information. Our contact information is: Susan Baudanza 508 736-6950 Paul Baudanza 508 736-4400 sbaudanza@comcast.net 431 Wakeby Rd. Marstons Mills MA 02648 Contractor would be: Tim Harvey, MGRP LLC, 603 726-6050 Thank you for your time and consideration, . Susan and Paul Baudanza MSI f1Ia ZZ :6 WV 61 3f1V fI01 979VENVU :JO NM01 7ow-v SOW � 18 c . 'Aje LLLI ..� r . . � .. � .� � I I cs-3 0� NO Q Welded 1/4' Steel saddl /8' thru bolts e_•�/4' base plate m a 12' Sono tube b O 'Square Foot' Integral footing for r+ \ p Footing Detailto o Monolithic pour IL Set below frost linePost base O %B' bolts thru bolted Base set 12" into concrete c Base has 'Er at bottom �D 110 MPH wind load 114' steel base plate 29' (F s w CO _ Elevation 00 O 9 a No Scale 0 .� h� r-z Tim Harvey �'J Aug 12, 2013 A Copyright-2013 rmis P MCRP,LLC 1, use e express Written Permission. i I I M. 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O N N 0 '� —, OO S r Or) S 4 OS SCD Gp1 g0 Sp2 g02 0 5p1 S02 g02 u 03 SO J SO p4 U) SG z nu 14 w cn 03 SO S02.. SO2 z o SO L SO, o z, c S01 SOi o'om�r 0 cn w 0 0 S02 Sot L7�¢Nm >-z3Cn T 03 5G C�! SO w N m o0 0 S0 Oy zco�0 � LCUINL E O N O C Js �� 0+- L O C7 t 0_- — U1— In o N c� o o p N `s0 0 U 50 ca r ON Oy 0 TRUSS H2.5R TJC37 O JOB NO. Sol 1 4 S03 1 z co � 1308014 SO4 1 1 PAGE NO: 1 OF 1 r 1308014 Ply:1 SEQN:47793/T5/JACK 62'-MARSTON MILLS 62'-MARSTON MILLS Qty: 24 FROM: DRW. S03 VWgt:79.8lbs .. / ... 08/09/13 3'S'8 BT71 13'6'12 3'S'8 576 4'18'id 92X4 E /3X4 12 6 v F- /3X4 3X6 F maxT A / 4 1 F1 a 2.25 1 4X6 12 3' 1U612 ' F 33'5' +' 4'10 +' 52 5A-61 2 '1 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-05 Pg:30.0 Ct 1.2 CAT:I PP Deflection in loc Lldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 110 mph Pf:20.2 Ce:1.0 VERT(LL): 0.013 B 999 120 H 817 /- /188 /- /121 /5.5 BCLL: 0.00 Enclosure:Open Obst Lu:31.0 Cs:used VERT(TL): 0.023 B 999 90 F 498 /45 /107 !- !- /- BCDL: 7.00 Category:I Snow Duration:1.15 HORZ(LL):-0.004 E - - Wind reactions based on MWFRS Des Ld: 44.00 EXP:B HORZ(TL):-0.007 E - - H Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height 16.08 ft Code I Mise Criteria Creep Factor:1.5 F Min Brg Width Reg= - Soffit 0.00 TCDL:4.2 psf Bldg Code: IBC 2009 Max TC CSI: 0.528 Bearing H is a rigid surface. Load Duration:1.15 BCDL:4.2 psf TPI Std: 2007 Max BC CSI: 0.228 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.233 Maximum Top Chord Forces Per Ply pbs) C&C Dist a:9.00 ft FT/RT:2.0%(0.0%)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:0.77 GCpi:0.00 Plate Type(s): A-B 250 -77 C-D 0 -459 Wind Duration:1.60 WAVE VIEW Ver.13.01.03.0524.16 B-C 274 -36 D-E 85 -127 Lumber Top chord 2x4 SPF#1!#2 Maximum Bot Chord Forces Per Ply Qbs) Bat chord 2x4 SPF#1/#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SPF#1/#2 A-H 57 -170 G-F 382 -111 :Lt Slider 2x4 SPF#it#2:BLOCK LENGTH= 1.500' H-G 0 -201 Plating Notes (")1 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply abs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. C-H 85 -705 D-F 119 -424 Loading C-G 511 0 E-F 71 -191 Bottom chord checked for 10.00 psf non-concurrent G-D 86 -130 bottom chord live load applied per IBC-09 section 1607. Truss designed for unbalanced snow loads. C�J Wind ►�-4 1�/ O Wind loads based on MWFRS with additional C&C t�r1 member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind a Wind load based on ASCE 7-05 category I , aO occupancy.Restricted to non-residential use with low hazard to human life,such as agricultural use. A Additional Notes tm O Shim all supports to solid bearing. c r71 "`WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! '*IMPORTANT`• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabIcatino,handling shipping,installing and bracing..Refer to and follow the latest edition of(SCSI(Buildin Component Safety Information,by TPI an SBCA)ion sa shipping, practices pnor to performing these functions. Installers shall provide temporar� bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed pQr.BCSI sections B3,B7 or 810, as applicable. Apply plates to each face,of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance vnih ANSI/T�I 1,or for handlinq,shipping,installation and bracin of trusses. A seal on this drawfng or cover a listing-this drawin Indicates acceptance of pro 7essional engineering responsgibility solely for the design shown. The su ta�ility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI gSec.2. or more infometion see this'ob's general notes page and these web sites: ITWBCG:www.itwbc.com'TPI:www.t'nstor'SBCA:www.abeindustry.comd ICC:www.icceate.or 1308014 Ply:1 SEQN:47788/T24/JACK 62'-MARSTON MILLS 62'-MARSTON MILLS Qty: 24 FROM: DRW S02 Wgt:119.0lbs / ... 08/09/13 ]'s•B 10'4•B 13'3• 21WO ]5•e 6'10.14 2'10'1. 7V6 104 F 0,3x4 E a 12 p B v /37N 0 (e) Mx4 C 93xe G V3x4 w B w3x4 pxe�j'u 1 2.25 12 4 B � 3' IBV'8 ]5•B L ow 3T 4'IO.1] f• 311 F 1r119 + 16'1•e F Loading Criteria(psf) Wind Criteria Snow Criteria(P9,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-05 Pg:30.0 Ct:1.2 CAT:I PP Deflection in loc Udell L/# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 110 mph Pf:20.2 Ce:1.0 VERT(LL): 0.029 E 999 240 J 1127 /37 /320 I- /300 /5.5 BOLL: 0.00 Enclosure:Open Obst Lu:31.0 Cs:used VERT(TL): 0.050 E 999 180 G 794 /188 /275 I- l- l- BCDL: 7.00 Category:I Snow Duration:1.15 HORZ(LL):-0.012 B - - Wind reactions based on MWFRS Des Ld: 44.00 EXP:B HORZ(TL):-0.022 B - - J Min Brg Width Req= 5.5 NCBCLL: 10:00 Mean Height 17.95 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - soffit 0.00 TCDL:4.2 psf Bldg Code: IBC 2009 Max TC CSI: 0.878 Bearing J is a rigid surface. Load Duration:1.15 BCDL:4.2 psf TPI Std: 2007 Max BC CSI: 0.684 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.307 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:2.0%(0.0%)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:0.77 GCpi:0.00 Plate Type(s): A-B 219 -211 D-E 62 -769 Wind Duration:1.60 WAVE VIEW Ver.13.01.03.0524.16 B-C 118 0 E-F 135 -185 Lumber C-D 50-1002 Top chord 2x4 SPF 2111#2 1.8E Maximum Bot Chord Forces Per PiBot chord 2x4 SPF#11#2 Y abs)A Webs 2x4 SPF#11#2 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SPF#1/#2:BLOCK LENGTH= 1.500' A-J 13 -25 I-H 764 -253 Bracing J-1 214 -344 H-G 777 -248 (a)Continuous lateral bracing equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes (-)1 plate(s)require special positioning.Refer to C-J 192-1024 E-G 266 -835 scaled plate plot details for special positioning C-1 775 0 F-G 84 -302 requirements. I-E 252 -26 Loading CZ) 0 w Bottom chord checked for 10.00 psf non-concurrent 3-+ ZE bottom chord live load applied per IBC-09 section 1607. •ri 0 Truss designed for unbalanced snow loads. 1 r1 00 Wind 7s Wind loads based on MWFRS with additional C&C � member design. Q3 Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind C73 C) Wind load based on ASCE 7-05 category I C) rTt occupancy.Restricted to non-residential use with low hazard to human life,such as agricultural use. Additional Notes Shim all supports to solid bearing. -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary breang per BCSI.Unless noted otherwise,top chord shall have properly attach structural sheathin and bottom chord shall have a properly attached rigid ceilingg Locations shown for permanent lateral restraint of w bs all have bracing insTqlled per BCSI sections B3,B7 or 10, as applicable. Ap ly mates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,anyY failure to build the truss in conformance with ANSI/T�I 1,or for handling,shipping,installation and bracing of trusses. A seal on this drawnng or cover costin%this drawing Indicates acceptance of pro ess on engineering responsibility solely for the design shown. The suitability an use of thf"s' drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI TSec.2. or more information see this'ob's neneral notes Pane and these web sites: rrMCG:www.itw cum'TPI:www.t'nsLor 'SBCA:www.abc[ndust .com:ICC:www.icesafe.or i 1308014 Ply:2 SEQN:47825/T8/HIP_ 62'-MARSTON MILLS 62'-MARSTON MILLS Qty: 12 FROM: DRW. SG01 Wgt:596.4lbs / ... 08/09/13 JB'B HV4 IYrl I46 271.11 7f8'17 211rill. 3711.14NIi-S J8'e I SY•11 + e'l 112 TV12 ST1 +,Y1.15 ST3 716 Rx3 S ti27u,1 Rx3 42 Or 1 � Oly Url rT1 �� E H 0 1.rt A ��I89 �o+osu gyp. 0sx12 a os,c x4'r2 O uxec..y x, o s 2 n ez 2 . i-Saud C7 3.8•B M1,2 79•] 61re 77'3 3'S2 T2re 3'J•S S'rB JP ,P,9 far 21YP] 77Y'S 2JB•N 37/1•U re Loading Criteria (psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-05 Pg:30.0 Ct:1.2 CAT:I PP Deflection in loc Udefl L/# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 110 mph Pf:20.2 Ce:1.0 VERT(LL): 0.408 H 877 240 Q 5024 /888 /1115/- /- 15.7 BCLL: 0.00 Enclosure:Open Obst Lu:31.0 Cs:used VERT(TL): 0.744 H 481 180 J 0 I- l- 1 97191915/1.5 BCDL: 7.00 Category:I Snow Duration:1.15 HORZ(LL):-0.130 Q - - 1 - /- /- /97191915/1.5 Des Ld: 44.00 EXP:B HORZ(TL):-0.237 Q - - Wind reactions based on MWFRS NCBCLL: %00 Mean Height 20.64 ft Code I Misc Criteria Creep Factor:1.5 Q Min Brg Width Req= 5.7 Soffit 0.00 TCDL:4.2 psf Bldg Code: IBC 2009 Max TC CSI: 0.233 J Min Brg Width Req= - Load Duration:1.15 BCDL:4.2 psf TPI Std: 2007 Max BC CSI: 0.462 1 Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.419 Bearing Q is a rigid surface. " P C&C Dist a:9.00 It FT/RT:2.0%(0.0%)/3(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:0.77 GCpi:0.00 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver.13,01.03.0524.16 Lumber Special Loads A-B 105 -44 E-F 1223 -6277 B-C 673 -3204 F-G 1163 -5884 Top chord 2x6 SPF 2100f-1.8E -(Lumber D.ur.Fac.=1.151 Plate Dur.Fac.=1.15) C-D 1079-5B47 G-H 1163 -5B81 :T2 2x6 SP SS Dense-13B: TC-From 2 plf at 0.00 to 2 ptf at 13.17 0-E 1080-5844 H-I 1166 -5902 :T3 2x10 SP SS Dense-13B: TC-From 2 plf at 13.17 to 2 plf at 27.58 Bot chord 2x6 SPF#1/#2:B2 2x6 SPF 2100f-1.8E: TC-From 2 ptf at 27.58 to 2 plf at 32.99 :B3 2x6 SP SS Dense-138: BC-From 14 pif at 0.00 to 14 pif at 2.78 Maximum Bat Chord Forces Per Ply(Ibs) :B4 2xl0 SP SS Dense-13B: BC-From 30 pH at 2.78 to 30 plf at 6.33 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SPF#1 f#2 BC-From 2 plf at 6.33 to 2 ptf at 19.29 :W1 2x10 SP SS Dense-13B: BC-From 2 pH at 19.29 to 2 plf at 27.17 A-Q 54 -73 N-M 55M -1023 :W2,W4 2x4 SPF 2100f-1.8E::W11 2x6 SPF#1M2: BC-From 2 pif at 27.17 to 2 ptf at 29.52 Q-P 406 -99 M-L 5754 -1120 Lumber grades designated with"13B"use design BC-From 14 plf at 29.52 to 14 plf at 32.99 P-O 3094 -585 L-K 5972 -1171 values approved 1/30/2013 by ALSC BC- -73 lb Conc.Load at 6.33 O-N 5361 -991 K-J 4939 -974 BC- 995lb Conc.Load at 14.06 Nallnote BC-1587lb Conc.Load at 21.79 BC-2207lb Conc.Load at 29.52 Maximum Web Forces Per Ply abs) Nail Schedule:0.128"x3",min.nails Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row Q12.00'o.c. Wind Bot Chord:1 Row ®7.00"o.c. Q-B 610 -2568 M-F 472 -82 Webs :1 Row @ 4"o.c. Wnd loads based on MWFRS. B-P Z711 -557 F-K 229 -391 Use equal spacing between rows and stagger nails Right end vertical not exposed to wind pressure. P-C 354 -1579 H-K 202 -328 in each row to avoid splitting. Left cantilever is exposed to wind C-O 2348 -409 K-1 1708 -372 Plating Notes WindO-E 135 -373 I-J 880 -165nd load based on ASCE 7-O5 category I E-M 428 -141 1 plate(s)require special positioning.Refer to occupancy.Restricted to non-residential use with low scaled plate plot details for special positioning hazard to human life,such as agricultural use. requirements. Loading Truss designed for unbalanced snow loads. Additional Notes -The maximum horizontal reaction is 9719# Shim all supports to solid bearing. BEARING ANALOG MODIFIED!- "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing..Refer to and follow the latest edition of SCSI(Building Componenf Safety Information,by TPI and'SBCA)fo'r safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or BIT as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to drawings 160A-Z for standard plate positions. ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 11,or for handlin shi pin ,installation and bracin of trusses. A seal on tltis drawing or cover cage Iisdn this drawln , Indicates acceptance of pra�ess�onal engineering resp ns�bil!Nsolelyforthedeslgnshown. The su�ta�llity an use of 1hPs drawing for any structure s the responsibg ty of the Building Designer per ANSI/TPI gSec.2. • or more information see this•ob•s general notes page and these web sites: RWBCG:www.ilwbc com•TPI:www.t into :SSCA:www.sbcindust .com; wwwjccwfe.orrj ( 1308014 Ply:1 SEQN:47820/T4 I JACK 67-MARSTON MILLS 62'-MARSTON MILLS Qty: 24 FROM: DRW. SO4 Wgt:33.61bs .. / ... 08/09/13 3'S"8 61"3 SF 2'T11 H WZE fT1 12 6 1-1 Go I Go e3X4 C yr Vl O.PM B ®3X6(-), 00 C) rrn NCD m 3X6 E 1 0 2.25 12 T �01' 3,1"3 3'S"8 2'Ti 1 3'S'B 613 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-05 Pg:30.0 Ct:1.2 CAT:I PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 110 mph Pf:20.2 Ce:1.0 VERT(LL): 0.026 B 999 120 F 772 /- /144 /- /54 /5.5 BCLL: 0.00 Enclosure:Open Obst Lu:31.0 Cs:used VERT(TL): 0.040 B 649 90 E -103 /40 /- /- /- /- BCDL: 7.00 Category:I Snow Duration:1.15 HORZ(LL): 0.009 B - - Wind reactions based on MWFRS Des Ld: 44.00 EXP:B HORZ(TL): 0.014 B - - F Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height 15,00 It Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit 0.00 TCDL:4.2 psf Bldg Code: IBC 2009 Max TC CSI: 0.341 Bearing F is a rigid surface. Load Duration:1.15 BCDL:4.2 psf TPI Std: 2007 Max BC CSI: 0.072 Spacing:24.0" MWFRS Parallel Dist.0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.093 Maximum Top Chord Forces Per Ply abs) C&C Dist a:4.50 it FT/RT:2.0%(0.0%)/3(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. I:0.77 GCpi:0.00 Plate Type(s): A-B 353 -116 C-D 3B -77 Wind Duration:1.60 WAVE VIEW Ver.13.01 03:524.:1 B-C 363 -59 Lumber Top chord 2x4 SPF 411#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SPF#1/#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SPF#1/#2 A-F 86 -239 F-E 0 -267 :Lt Slider 2x4 SPF#1 M#2:BLOCK LENGTH= 1.500' Plating Notes Maximum Web Forces Per Ply(Ibs) (")1 plate(s)require special positioning.Refer to Webs Tens Comp. Webs Tens. Comp. scaled plate plot details for special positioning requirements. C-F 111 -646 D-E 54 -87 C-E 299 0 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Wind load based on ASCE 7-05 category 1 occupancy.Restricted to non-residential use with low hazard to human life,such as agricultural use. Additional Notes Shim all supports to solid bearing. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing.,Refer to and follow the latest edition of SCSI(Building Componen Safety Information,byy TPI an SBCA)for safety practices poor to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached ri d ceiling, Locations shown for permanent latgral restraint of webs shall have bracingg ns lled per BCSI sections B3,B7 or Bi Q as applicable. Apply pates to each face of truss and position as shown above and on the%inf�etails, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the truss in conformance with ANSI/TP1 1,or for handlincL shipping,installation and bracing of trusses. A seal on this drawlyng or cover page Ilstiniqthis drawing, Indicates acceptance of�roTessionaf engsneering responslbllity solely for the desiggn shown. The suitability and use of this drawing for any structure s the responsibility of the Building Designer per ANSI/TPI des'? or more information see this'ob's peneral notes page and these web sites: #TVYBCG:www.ilwbc cum'TPI:wwwApinsLarpm SBCA:www.sbcindLtst .com•[CC:www.iccsate.or 1308014 Ply:1 SEQN:47788/T24/JACK 62'-MARSTON MILLS 62'-MARSTON MILLS Qty: 24 FROM: DR S02 . Wgt:119.0 lbs I ... 08/09/13 35.8 IOY'e 117' 21'0•e I 3•s•e F s'm•l/ '+' rm•Io I �s's � Wu F CN..1 •-♦ r� O kA J Co 0 /Sx1 e l T 12 r v l t3� 8 p 0 /]7r/ (a) �3a V t� NX C 13XG G Q r+ /3x1 CDrn 13XG a r3x1 M C 2.25 I 12 1 N B � 18U•8 SSB 8'8' 37 1'18.13 35'8 F 1711� 18'19 219.8 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-05 Pg:30.0 Ct:1.2 CAT:I PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 110 mph Pf:20.2 Ce:1.6 VERT(LL): 0.029 E 999 240 J 1127 /37 /320 /- /300 /5.5 BCLL: 0.00 Enclosure:Open Obst Lu:31.0 Cs:used VERT(TL): 0.050 E 999 180 G 794 /188 /275 /- /- /- BCDL: 7.00 Category:I Snow Duration:1.15 HORZ(LL):-0.012 B - - Wind reactions based on MWFRS Des Ld: 44.00 EXP:B HORZ(TL):-0.022 B - - J Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:17.95 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit 0.00 TCDL:4.2 psf Bldg Code: IBC 2009 Max TC CSI: 0.878 Bearing J is a rigid surface. Load Duration:1.15 BCDL:4.2 psf TPI Sid: 2007 Max BC CSI: 0.684 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.307 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 it FT/RT:2.0%(0.0%)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:0.77 GCpi:0.00 Plate Type(s): A-B 219 -211 D-E 62 -769 Wind Duration:1.60 WAVE VIEW Ver.13.01.03.0524.16 B-C 118 0 E-F 135 -185 Lumber C-D 50-1002 Top chord 2x4 SPF 2100f-1.8E Bot chord 2x4 SPF#1/#2 Maximum Bat Chord Forces Per Ply Obi) Webs 2x4 SPF#1/#2 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SPF#11#2:BLOCK LENGTH= 1.500' A-J 13 -25 I-H 764 -253 Bracing J-1 214 -344 H-G 777 -248 (a)Continuous lateral bracing equally spaced on member. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. (")1 plate(s)require special positioning.Refer to C-J 192 -1024 E-G 265 -835 scaled plate plot details for special positioning C-1 775 0 F-G 84 -302 requirements. I-E 252 -26 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Wind load based on ASCE 7-05 category I occupancy.Restricted to non-residential use with low hazard to human life,such as agricultural use. Additional Notes Shim all supports to solid bearing. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and'SBCA)1o�safety practices pHorto performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oy erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insfia led per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoingDetai�s, unless noted otherwise. )Refer to drawings 16OA-Z for standard plate positions. ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the truss in conformance with ANSI/T�1 1,or for handlin shi pin ,installation and brawn of trusses. A seal on this drawlYng or cover ppaa a Ilsdng this drawingg, Indicates acceptance of pro�'ess�ona�engineering respons�bllity solely for the des igiln shown. The suitability and use of thI"s drawing for any structure is the responsibility of the Bullding Designer per ANSI/TPI TSec.2. or more information see this'ob's Aeneral notes pape and these web sites: rWBCG:www.dwbc corn•TPI:www.['nstor 'SBCA:www.sbcindust .com:ICC:www.imsafe.or TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application.#070 Health Division Date Issued Conservation Division _ Application Fee Planning Dept. Permit Fee -!qLZM _ C96 Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address W R CIA Village v 4uv, <`\ Owner 5U5a\A._S_ Y)&V A &taU c)l WC� L� Address U,d a� CS Telephone Permit Request 7U 11 r 6y--7e 6,vvl , 1Ni4 v o Square feet: 1 st floor: existing proposed 707 2nd floor: existing proposed Total new o23cy Zoning District Flood Plain Groundwater Overlay Project Valuation W Odd Construction TypeOgyd Ar_,-9LmLiP_ Lot Size ,'r CY�S Grandfathered: ❑Yes 17Ko If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ®'No On Old King's Highway: ❑Yes �a o Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ OtherC© 7� Basement Finished Area (sq.ft.) &LAX Basement Unfinished Area (sq.ft)�� Number of Baths: Full: existing�� new d Half: existing new O Number of Bedrooms: _1,1A, existingd new Total Room Count (not including baths): existing AilA: new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric Q Other . K Central Air: ❑Yes l"No Fireplaces: Existingk/,4New Existing wood/coal stove: ❑Yes [iYNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑%sting �,n_ew size3A!Ff Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: w.l Zoning Board of Appeals Authorization ❑ thhorization ❑ Appeal # Recorded A ` Commercial ❑Yes 'No If yes, site plan review# Current Use Proposed Use [Au V5k VVI APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name r Telephone Number Bra e� l3rb •�/ Address B License # K76 r6 n2 3 3 161= 41A_13d Home Improvement Contractor# , Y6 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE o DATE FOR OFFICIAL USE ONLY APPLICATION# ' -- DATE ISSUED i MAP/PARCEL N0. t k ADDRESS ► VILLAGE OWNER ; DATE OF INSPECTION: FOUNDATION ( FRAME JiAXIQ9,zj `r25s °3 i 1 - i'• J i INSULATION FIREPLACE - ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL , GAS: ROUGH FINAL I FINAL BUILDING 7 ®3 s r t ' DATE CLOSED,OUT ASSOCIATION PLAN NO. 1 4 i „KErbb Town of J�arxlstable Regulatory Services ?T"gam Thom' as F. Geiler, Director i6sp, wilding Division ArE'o l,lk•� ' Thomas Perry, CB0,Building Corumissioner 260 Main Street, Hyannis,MA 02601' www.town.b a rnsta b l e.ni a.us • r Offices 508-862-4038 Fax: 508-790-6230 PLAN REVIEW o 1/ O;t �fS Owner: /3 p u�h/4 k12 A Map/Parcel 100 . ess ���� k, /ltn Project Addr .4x OL The following items were noted-on reviewing: © fo ccn c�a-�rcyJ ,�o /75 Id UST ' � wP C Ak . 1/O b? /� �� S /Qa.7�ro �•Sd /(ceiG�o/Lo .�/ •r p.G . wt A•X IV o �T*/L OAt G�—I3 G E N l itJ 6S. � "OV c //N-Eit/a vl� _ O oR �iUG/N 1 S Rr�ir� Co C_L l .E� �yZ GC' 7' R /o ffw��•/c a r�� G'I%',rf r3 cc,C kn'"(6 A*Ys A-)et OXO M AO-/it/` d' K Ar-C,1 4/ e ICR i sZ C. Revi."wed by: ' b(� ¢ Date: Pik OF THE rp� eaxxsrtiarF- ' h Town of Barnstable ArED�� Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry, CBO 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 IV I, J 50` /y` `, J 0`0 aA 1:t`^" as Owner of the subject property hereby authorize ALC Kti -4i �0.V kx CQw5+1(\JJk Cd"1 to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) 0 12-6 ` f. -Zo Signature of Owner Date Pfl U AIVZg SUsa.--\- /V' r� avI(,V\ Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\dccollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Contcnt.Outlook\DDV87Ap2\EXPRESS.doc Revised 0721 10 1 Town of Barnstable Of THE ny. Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.ttiwn.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 . — HOMEOWNER LICENSE EXEMPTION Please Print DATE: � .i JOB LOCATION: i number street village I "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town ' state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less V^and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner facts as supervisor. j DEFINITION OF HOMEOWNER ^' Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. 'Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit, (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations.. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply witirsaid procedures and j requirements. Signature of Homeowner Approval of Building Official Y Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that. "Any hbmeowoer performing work for which a building permit is required shall be exempt from the provisions of this section(Section )09.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities ofa supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack ofawareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware ofhis/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the lest page of this issue is a form currently used by several towns. You may care t amend and adopt such a for n/ccrtification for use in your community. i Q:fortns:homccxcmpt i ATYC Gicide /o bYood Collsti-u-Ct(oil ui High Wind Ai-eas: 110 tiiph {-bind Zoii.e Massachusetts Checklist for Compliance (7so CrvfR 5301:2.1.1)' �{ !YI Chect Compliance 1.1 SCOPE WindSpeed (3-sec. gust).................................................................. ........................................_........ 110 mph Wind Exposure Category B Wind Exposure Cate o Engineering Required For Entire Project ...:....................I..............C 1-2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) stories s 2 stories 1g<12:12 RoofPitch ...........................................................................'(Fig 2) ......•---....................... - F2 ........ ........................� ft 5.33' Mean Roof Height ....................... (Fig ) Building Width,W .._.. (Fig 3)...................:. •3 ft 5 80' r� BuildingLength, L .............. ft s 80' S 3. Building Aspect Ratio(UW) .._.__.g2......................................(Fig )........................................... . - Nominal Height of Tallest Opening ...................................( �g 4? ....... - -•--•••-•-•--•• 1.3 FRAMING CONNECTIONS General compliance vvitti framing co6nections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 - Concrete........._ ................... .............................................. Concrete Masonry .. . .... ..............................................................� 2.2 ANCHORAGE TD FOUNDATION'-'• 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an altemadve inc�o only 4 Bolt Spacing-general ..............I..........................:.(Table 4).....7......... �eSi faJ ._, in. Bolt Spacing from end(oint of plate .._.... ...:............(Fig 5)..... ..._......:....._........... m.<6•_ Bolt Embedment-concrete.........................................(Fg 5)........................-............-...........— Fi 5 in.? 15' Bolt Embedment-masonry..................:......................( 9 )-.._.:......%............. + ...................(Fig 5 ---••-•--.........................>_3'x 3-x W Plate Wisher......................................•--••- • ( 9 )•--...---•-- . 3.1 FLOORS Floor-framing member spans checked ...............................(per 780 CMR Chapter 55 •-:5 12 Maximum Floor Opening Dimension.................. . . ft.. 12 - . . .............(Fig 6).....---...-:-.........:...... ........... ......._ -Ll Full Height Wall Studs at Floor Openings less than 2' from Exterior Wall(Fig 6)............................ . - Maximum Floor Joist Setbacks Supporting Loadbearing Waifs or Shearwall................(Fig 7)......I.......-----...._...,-7•. .._.. —ft <d Maximum Canti!!Ewered Floor Joists - Suppordng Loadbearing Walls'.or Shearwall................(Fig 8)............................. .......:....._ft <-d (Fig 9 . 10- FloorBraanat Endwalls....................................•-----•--.......( g )-...---..__...._........---.................. ............ ........ g (per 780 CMR Chapter 55 • Floor Sheathing Type -• Floor Sheathing Thickness ...........................................:.....(per 780 CMR Chapter 55 .......... in. d.- ............... able 2 .. d nails at in edge/ in field Floor Sheathing Fastening................................. (T ) 4.1 WALLS Wall Height ft <i0' � Loadbearing walls.........................................................(Fg 10 and Table 5)........................... Non-Loadbearing walls ......:........... ......... g 10 and Table 5).......................... ..................... (Fi . ft s 20' L.e Wall Stud Spacing ..........................:.............................(Fig 10 and Table 5).......... .�6 in. 5 24"D.C. �-- Wall Story Offsets ................ ....................................:..(Figs 7&8)................� ...................—it s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5).......................... ft in. ._..2X� Zx � li- Non-Loadbearing walls ................................................(Table 5).............................. ft in. Gable End Wall Bracing' Fi 10 Fuil Height Endwall Studs............................................ .... ..__. V1r5PAttic Floor Length............................. .......(Fig 11)...._....----...........N�. ._......... fz,VJ/3 Z-- 'Gypsum Ceiling Length(if WSP not used). ..:............:.(Fig 11)......................... ft_0.9W and 2 x 4 Cbntinuous L-ateral Brace @ 6 ft. o.c. .. (Fig 11)........................ .. �/i.l .............. ......... or 1 x 3 ceiling furring strips @ 16'spacing min. with 2 x 4 blocking @ 4 IL spa cin Irl end joist or•truss bays "L-- Double Top Plate AFYC Glllf/e /n l'Vood consrruc/1o1! 111. Hf�11 Fl%ncd Areas: 110 fllpll 11"ind Z011'e I1�Iassac[Trfsetts Cileddi-StfOr COmpliance (7sOCj�•1R5301.�.1.f) Loadbearing Wall Connections (f •...........•....... �c Lateral (no.of 16d common nails)........................ _(Tables 7) Nan-Loadbearing Wall Connections � - Lateral (no.of 16d common nails)................................(Table 13)....................ingCDrT.......... . ..... a'bl-.._... Load Bearing Wall Openings (record largest opening but check all openings for compliance f efta e 9) c 1 j able 9 y �x Header Spans ....-- --•-.......... (T )--•---- • ------------------------ ft 'in. Sill Plate Spans ........................................................(Table 9)._._...._.. _& Full Height Studs (no. of studs)............................................... able 9 Non-Load Bearing Wall Openings (record largest opening but check all openings for compliancfte to Table 9) able9)_..........-•---••................ Header Spans.................... (T ft in.s 12" ..................................•-...(Table 9)......_....... Sill Plate Spans.... ............... Full Height Studs (no. of studs)....................................(Table 9)....................................................... �3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W 3 <6' Nominal Height of Tallest Opening Z ..................... ...•--•----..............---.............._........._�,.. Sheathing Type .(note 4).....................................•------.... .p e-•-•..................................... in- Edge .. r able 10 or note 4 if less)...............---- .---- Edge Nail Spacing-----------------...._.._..•-- -----• Field Nail Spacing ..... .................(fable 10) P g•-- . ... 0....... Shear Connection(no. of 16d common nails)(fable 10)...... i D Q -;— Percent Full-Height Sheathing...................:..:(Table 10)........................................ �•-----� 5%Additional She ing for Wall with Opening> 6'8"(Design Concepts).S....... ' D ` Maximum Building dimension, L z �_� Nominal Height of Tallest pening ....--•- j 9 _J� note 4 ---------------------• ' j� ... 1�Sheathing Type_..-----•-••--•....................•---... ( ) Fable 11 or note 4 if less)........................ in. . Edge Nail Spacing.......................................•-R ) able11 .. ..--.--•.......................... Field Nail Spacing--._......--•........................... .(T common nails)(Table 11)............:....... Shear Connection (no. of 16d .............. . Percent Full-Height Sheathing.......................(Table 11)............__ 5%Additional Sheathing for Wall with'Opening > 6'8" (Design Concepts).f_... .. Wall Cladding .............................. Rated for Wind Speed?.............................................................. ....... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AVdC Spam Tool, off 2 o U3 site) �— Roof Overhang ..._(Figure 19} ...._.__.. .-� Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors U= plf �^ Uplift_Conner ........................................(Table 12)............................................ � able12 .............................................L= Pft Lateral...................................... R ) S= plf -- able12).........................................•-•• Shear................................... If .................... = P Ridge Strap Connections;if collar ties not used per page 21_.. (Table 13) ft s'smaller of 2' or U2 Gable Rake Oudooker.................:...........•-- (Figure 20) ............NA_ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors \ !dam able 14 Uplift........ ....................................... 14 L- lb. Lateral (no.of 16d common nails)....(Table )••••••-••-•••- ••- Roof Sheathing Type...........:....:.................................(per 780 CMR Chapters 5 and 59) . .� 'VS df ......... Z in. 7/16 P Roof Sheathing Thickness...................•--............................._.......... (-I-able 2) ..._.._..._... Roof Sheathing Fastening....................... .. -1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with te Notes: he requiremnts of 780 CtvIR.53012.1.1 Item 1. if the checklist is met in its entirely then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c Uplift Straps per Figure 14 d All Straps per Figure 17 e_. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Excepbon: Opening heights of up 10 8 ft..shall be pemit'ted when 5°'D is added to the percent full-height sheathing requirements shown in Tables 10 and i1. 3. The bottom sill,plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated-, -o e. I• r ' r Al-KC Gicide to Wood C'on.vfructiorr in Hiuh Pllin-d Ai-eas: 110 utph I-Kind Lone IVIassaCIILISetts Ched'Jisf f01- CORIJ fiance (7RD CNIR 5301.2_.I'l)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Heigl- Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thidkness of 7/16" and be installed as follows: i_ Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. Dn single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. Dn two story construction, upper panels shall be attached to the top member of the upper double top plate and to'band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first Floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of ad staggered 3t 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachmen: 5. Glazing protection: a) new house or horizontal addition—required if project is 1 mile or closer to shore (generally,south of Rte. 28 or north of Rte.6) b)vertical addition—not required unless there is extensive renovation to the first floor c) replacement w0dows—needs energy conservation compliance only(chap 93) S.Wood Frame Construction Manual (WFCM) for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. o - —yME N T His EDGE RESTS DN . FRkMIP4G USE Sd hL4iLS ATS'ot --1-1 -- --- ' 11 II i it I w Y i oo I 11 11 , 6 Z N ; j 1 o 1 a d ( 1 I : C I 1 I R V' Q I 1tI1rr! ' ju 17 F AJAING MEMBERS o 1 u i 1 EDGE 6fl ER}l EDUiTE I 11 1 k 1 uI L� yaI a u 19 Z 11 1 1, it W 1 I •G U 11 11 z 1 1 I \ r 3 AL II 11 II 'll _ _- _ _ __� 4 STAGGErI NAIL PkT ERW P/i d I P rNEi_ _ t PANLr'_ED;F C DOUBLE 1141L EDGE S?kCM Dc'Tf.L See Detail on Next Page Detail Vertical and HDrizon[al Nailing Vertical and Horizontal Nailing for Pane]Attachmeni for Panel Attachment t I or The Commonwealth of Massachusetts Department oflndustrial Accidents h Office of Investigations 600 Washington Street Boston, MA 02111 1 www.mass.gov/dig Wor[cers' Compensation Insurance Affidavit: Builders/Con.tractors/Electricians/Plumbers Applicant Information U-10 Please Print Legibly Name (Business/Organization/Individual): is DY6 Address: $ �! �� City/State/Zip: . Phone #: Are yyo'u ari employer? Check the appropriate box: Type of project(required): 1.I� 1 am a employer with 4. ❑ I am a general contractor and I 6 �ew construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I 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 9 ❑ Building addition comp. insurance.1 [No workers' comp. insurance required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions officers have exercised their 1 I. Plumbin airs or additions 3.❑ I am a homeowner doing all work g rep 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' I3.❑ 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. kContractors 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. ff the sub-contractors have employees,they must provide their workers'comp.policy number. /am an employer that is providing workers'compensation insurance for my employees. Mow is the policy and job site information. Insurance Company Name: ���� yy '/r�/� t y Policy #or Self-ins. Lic. #: �o� -3lk 7k t+ '-' ®A � Expiration Date:_s Job Site Address: 701 /° 4 �� City/State/Zip: ® ` e Attach a copy of the workers' compensafietn policy declaration page-(showing the policy number and expiration date). Failure to secure coverage as required tinder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S 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 S250.00 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 coveragri.yerification. l do hereby certi under the pains and penalties of perjury that-the information provided above is true and correct_ Signature: -71f� 6-'- - Date: Phone#• q/ t ),,� /f / Official use only. Do not write in this area, to be completed by'city or town offciaL City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other Contact Person: Phone#: Massachusetts - Dclru'tnncnt of Public Safch Board ul' Buildin_Reuulations and Standili'ds Construction Supervisor License License: CS 56503 L BRUCE A BROWN PO BOX 436 PLAISTOW, NH 03865 AI cam- �y Expiration: 5/17/2013 ( nnmi i nrcr Trm: 16109 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 127307 Type: Individual aYs-._e_: f 4.x Expiration: 10/5/2012 Tr# 204168 BRUCE BROWN BRUCE BROWN _-' ► 1 141 CORLISS HILL RD HAVERHILL, MA 01830 =? '.7� Update Address and return card.Mark reason for change. DPS-CA1 0 50M-04/04-G101216 Address Renewal Employment Lost Card ✓� pp ie i�omirnoozurect� o��¢c`tt� Office of Consumer Affairs&Business Regulation License or registration valid for individul use only - HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ' Registration:.,;::'12.7307 Type: Office of Consumer Affairs and Business Regulation Expiration: 1OZ5%2012 Individual 10 Park Plaza-Suite 5170 ;_ Boston,MA 02116 BRUCE BROWN BRUCE BROWN 141 CORLISS HILLRD HAVERHILL,MA 01830 - Undersecretary Not valid without signature A�CORDM CERTIFICATE OF LIABILITY INSURANCE 05/13/2011) PRODUCER 207.985.2941 FAX 207.985.3122 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Kennebunk Savings Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P. 0., Box 770 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Kennebunk, ME 04043 Claire Gui l l emette CIC INSURERS AFFORDING COVERAGE NAIC# INSURED Advanced Building Components Inc INSURERA: Peerless Insurance Company 24198 P 0 Box 436 INSURERB: Liberty Mutual Insurance Co. Plaistow, NH 03865 INSURER C: 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 ADUL TYPE OF INSURANCE POLICY NUMBER POUCY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABIUTY CCP9850771 04/30/2011 04/30/2012 EACH OCCURRENCE $ 1,000,000 X I COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 50,000 CLAIMS MADE rRj OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 III POLICY jE LOC AUTOMOBILE LIABILITY BA9732164 06/16/2010 06/16/2011 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $ A SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ HANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC2-31S-346764-010 07/25/2010 07/25/2011 WCSTATU- oTH- EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE CERTIFICATE TO FOLLOW E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBF.R EXCLUDED? FROM LIBERTY MUTUAL FOR E.L.DISEASE-EA EMPLOYCF $If 100.'OQ SPECIAL PROVISIONS below yes,describe under MA WORK COMP E.L.DISEASE-POLICY LIMIT $ 500,000 S OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Susan & Paul Baudanza BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 13 Pond Street OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Dennis, MA 02638 AUTHOR¢EDREPRESENTATIVE y �� Claire Guillemette CIC/CG �(�j/ ACORD 25(2001/08) ©ACORD CORPORATION 1988 TOWN OF BARNSTABLE Building Department - Foundation Permit Date 6 13 « Permit # 20/1 OL79S Name BAabftIJX.* / $Aout►J Location 431 WAKfrBfl �tS /ritKw4 A, sp. of Bldgs. / � � � 71 of s�ram, T O�YV n Of Barnstable *Permit y jre 'es 6 nr nths from isewe date Regulatory Services .RkRNSCABLE, Thomas F. Geiler, Director $pri am,lt sk Building Division tiRMUT Tom Perry, CBO, Building Commissioner l/ SEP _ 2 2008 200 Main Street, Hyannis, MA 02601 TOWN g www:town.barnstable.ma.us °- 1��TASLE Fax: 508-790-6230 Office: 508-8 4U� EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY nx Not Valid ivUho tit Red X-Press Imprint Map/parcel Number Property Address fil y' 1 ((f' Residential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name & Address l zv ,7z. Contractor's Name--��' ���,o/-z C E)✓)� l Telephone Number � �� Home Improvement Contractor License# (if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole.proprietor I am the'Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp. Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check.box) . 7 d Re-roof(stripping old shingles) All construction debris will be taken to -hLL�� ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum..44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e. Historic,Conservation,etc. ***Note: Property Owner must sign.Property Owner Letter of Permission. A copy of the - e Improvement Contractors License is required. SIGNATURE Q:\WPFILES\F0Rh1S\bui1ding permit fq ms\EXPRESS.doc Revise020108 Town of Barnstable of tt+E r, y�, o Regulatory Services Thomas F. Geiler, Director BARNSI'ABLE. . .9 MASS. g, i639. Building Division a Tom Perry,Building Commissioner . 200 Main Street, Hyannis, MA 02601 vt'ww.town.b arnstabl e.ma.us Office: 508-862-4038 Fax: 5.08-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: / '�—�( J -26 JOB LOCATION: number street rl agen "HOMEOWNER": 4.1 T name O)n home phone # work phone# CURRENT MAILING ADDRESS: ��—/), city/town state zip code The current.exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on'which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm shuctures. A person who constructs more than one home in a two-year period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) ibility for compliance with the State Building Code and other The undersigned"homeowner"assumes respons applicable codes, bylaws,rules and regulations. gi. rsigned" ome er-"certifies that he/she understands the.Town of Barnstable Building Department inspe 'o cedures and requirements and that he/she'.will,comply with said procedures and nts. cowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building.Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section lo9.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption&c unaware that they arc assuming the responsibilitics of a supervisor(sec Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Scction 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons_ In this case,our Board cannot proceed against the unlicensed person as it would Hriih a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilitics,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fom✓certification for use in your community. oFZHET Town of Barnstable Regulatory Services r a uxxeste,� Thomas F:Geiler,Director _Ljo i63q• �� rFlo) Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder. as Owner of the subject property hereby authorize to act on my behalf, in all.matters relative to work authorized by this building permit application for: (Address of job) signature of Owner Date Print Name If Property Owner is applying fdr permit please complete the Homeowners License Exemption Form on the reverse side. The Commonwealth of MassacAusetts Department of Industrial flccidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensadon Tusiarance Affidavit: Builders/Contractors/El ectridans/Plumbers Applicant Ilrlformation Please Print Le 'bl Naive (Business/07ganiv6on/Inciividual): G r l ► -C . Address: � • City/State/Zip:� .(l , Are you an employer? Check the appropriate boy Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6. ❑New construction - employees(full and/or part-1imL).* have hired the svb-contractors 2.El I am a sole proprietor or pnt=r- Listed on the attached sheet 7. El Remodeling ship and have no employers These sub-contractors have g. Demolition e workers' ❑ working for me in employees and hav, any capacity. 9. Building addition [No workers' comp.-msrancc COS'inct,t ante"$ u, 10. -Electrical repairs or additions tq �] S. We arc a corporation and its � p 3.Lu'J I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions Myself- [No workers' comp. rigbt 6f exemption per MGL 12 [ f repairs insurance I t jr- 152, §1(4), and we have no d] employees. [No workers' 13. Other comp. ins,rancc required.] *Any applicant that ch=c s box#1 roust also fill out the section below showing thcv woricrss'co,npcnsztion policy informahon- t Hamcovencn who subudt this affidavit indicating d,ey aro doing all work and thrn hire outside eonh-uetors must submit anew affidavit indicating such- rContractors fiat check this box must attached an additional shoct showing the name of the sub-eonhactura and state whcthCr or not thosC entities have rmploycrs. If the sub-conhaetms have employees,they must pzovidh their workers'camp.policy number. lam an employer Chat isproviding workers'compensation insurance for my employees. Below is the policy and job site ' information. Insnrancc Company Name_ Policy#or ScLf--ins.Lic.#: Expiration Datc: Job Site Address: City/Siatc/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure covmage as requuLd under Section 25A of MGL c. 152 can lca:d to the imposition of trial pcnal.ties of a fan,tip to S 1,S00.00 and/or on,-year iaprisonmeat; as well as civil penalties in the form of a STOP WORK ORDER and a fine of t-tp to S250.00 a day against the violator. Be advised that a copy of this statrmcrit may be forwarded to the Office of Iuvesti ti PIDIA for ' e vera e verification. 1 do her cder th p s•an pe altiPs of perjury.that the information provided above is true and correct Si c: Date: 'O — Phone ' O fx al use only. Do not write in Chic area, t6 be completed by city or town offcciaL City or Town.: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Towu Clerk 4.Electrical Inspector S.Plnmbiug Inspector 6. Other r F +vo Phone#: r Town of Barnstable Expires 6 tnonlhs roi i issue dole 6AttPtsrABLE Regulatory Services Fee hrAS& Thomas F. Geiler, Director p,� lP Building Division Tom Perry, CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 1� www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number I Property Address �� �CL1�: ��./ KG� ��' w� ✓\ i'1���.` 5 Residential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name& Address V V, v t't 1 I Contractor's Name 0-(>\1- ev, e. TelephoneNumber [�'t � , Home Improvement Contractor License#(if applicable) i Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance X-PRES,s�PERMI ` Check one: ❑ I am a sole proprietor JUL _ 2 2009 YI am the Homeowner ❑ I have Worker's Compensation Insurance TOWN OF BARNSTABLE Insurance Company Name Workman's Comp. Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) E9/Re-side ❑ Replacement Windows. U-Value (maximum .44) *Where requ3d , nce of this rrm oes not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Noteroper Owner ust sign Property Owner Letter of Permission. eor�te mpFo en--Cc ractors License& Construct Supervisors License is required. SIGNATURE: C Q:\WPFILEST-ORMS\Express\E PRESS ERMIT.DOC Revise06O4O9 :a The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations + d 600 Washington Street Boston, MA 02111 :�•yy' www.mass.gov/dia Workers' Compensation Insuranc ('davit: Builders/Contractors/Electricians/Plumbers A licant Information Please Print Legibly Name(Business/Organizationn//Individual): Address: c)� Aw City/State/Zip: �y� �� ()Uciq�1 Phone.#: L) �t Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. 0 I am a general contractor and I 6: ❑New construction employees(full and/or part-titn.e).* have hired the sub-contractors ..2.El I am a sole proprietor or'partfler-' listed on the'attached sheet. T. Q Remodeling ship and have no employees These sub-contractors have g. '0 Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers'•comp.-insurance comp. insurance.# quired.] 5. We are a corporation and its "10.❑Electrical repairs or additions 3. 1 ❑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 infomration. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. XContractors 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.Lie. M Expiration Date: Job Site Address: _ City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure fo secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of crimirial penalties of a fine tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 against th iolat . Be advised that a copy of this statement may be forwarded to the Office of Investigations f the IA'for' ce c era e verification. I do here erlify ri der the p ins and enalties of perjury that the information provided aboveis true and correct Date: l Si afore: — 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 tiustee 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 v�Zth the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contiactor(s)name(s),-addresses)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 io any business or commercial venture (i.e.a dog license of permit to bum leaves etc.)said person is NOT required to complete this affidavit. Tile Office of Investigations tuo>>>d like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of InVestigatlons 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-72777749 Revised 11-22-06 www.mass.gov/dia i zHE Town of Barnstable r ' Regulatory Services Thomas F. Geiler,Director � . '��� Building Division PJfD a Tom Perry,Building Commissioner o - 200 Main=Street,—Hyannis;MA-02601 www.town.b arnstable-ma.us Office: 509-962-4038 Fax: 508-790-6230 HOl\iT-OWNER LICENSE EXEMPTION Please Print • "DATE JOB LOCATION: number II s ct village '.HOMEOWNER':�h�•l V name � home phone# work phone# CURRENT MAILING ADDRFSS: toQ\ le d. M&V.1.z6-V- �Lu-r-' A city/town state zip code. The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A n person who constructs more tha one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.L 1) The undersigned"bomeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. e unde signe omeowne certifies that.he/she understands the Town of B;ar,astable•Builftg Department insp tion pro es ano�equCnts-afid that he/she will comply with said procedures and en . 5igna ' of Homcavma Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall ad as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(sec Appendix Q. Rules&Regulations for Li'censing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person'as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the bomcowner is fully aware of his/her resptrnnbilitics,many communities require,as part of the permit application, used b that the homeowner certify that he/she understands the nsponsibili6cs of a supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt sueb a fomr/certification.for use in your corrmrunity. i s T Town of Barnstable rT HAR Regulatory Services �`M R�a�$, Thomas F. Geiler,Director o; Building ]division 0 Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town-barnstable.ma.us Office: 508-862-403 8 Fax: 509-790-6230 4 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, m all matters relative to work authorized by this building permit application for. (Address of job) Signature of Owner Date Print Name if Property Owner is applying for permit please complete the Homeb hers License Exemption Form on the reverse side. C14 Welk R. R t ?ivs rAl 1( G6F MATT SeC.o� .r . Town of BarnstablePermit:2M0 LD 'THE / I � Regulatory Services ate: 8f�`/D� I ` Thomas F.Geiler,Director IARNSfABM " Building Division . Qv � ems. �pl i639• 6. Tom Perry, Building Commissioner Eor 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner: C- .GC.(j2., N �J a U— -e_ Phone: �c ' �Z Install at: " ,ti, Village: Map/Parcel: 0 Z,Kr 0-0 Date: Stove A. New Used ; B. Type: Radiant/Circulating N C. Manufacturer: Lab. No. o D. Model No.: - Z Chimney v`; N � A. New Existin (If existing,please note date of last cleaning) z B. Flue ize C. Are other appliances attached to Flue? D. Pre-fab Type and Manufacturer o E. Masonry: Lined/Unlined Hearth A. Materials: 13 Z B. Sub Floor Construction: ~�b�a:�r p �' Installer Name: OC cs�- �,.�. Address: Phone: �vf � z `cam Location of Installation: ' u APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Q:forms:stove Rev 122801 Town of BarnstablePermit: pF�ME Regulatory Services ate: p� Thomas F.Geiler,Director ee:� pU 1 BARMABL& i Building Division MAM �A 039. `0� Tom Perry, Building Commissioner rED �A 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner: U— 1�d-24 . Phone: Install at:' �5/ k/% Village: Map/Parcel: 6.2�� Q-o Date: Stove A. New Used B. Type: Radiant/ Circulating C. Manufacturer: Lab. No. D. Model No.: — l� N � Chimney N .9- co A. New Existin (If existing,please note date of last cleaning i �. X B. Flue ize _ v� C. Are other appliances attached to Flue? D. Pre-fab Type and Manufacturerrn o E. Masonry: Lined/Unlined Hearth A. Materials: �,3/Vzx B. Sub Floor Construction: r� JQ Installer Name: W S - �� A Address: Phone: 5-a f ,,,(Yyc "PC c-s� Location of Installation:' APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Q:forms:stove Rev 122801 s THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) A I pATA Assessor's map and lot number .......................................... Sewage Permit number .......................................................... • 0`TNET TOWN OF BARNSTABLE j BA"STLBLE. i NAM BUILDING INSPECTOR APPLICATIONFOR PERMIT TO ............................................................................................................................. • TYPE OF CONSTRUCTION ..................................................................................................................................... ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....................................................................................................................................................................................... -Proposed Use ............................................................................................................................................................................. ZoningDistrict ........................................................................Fire District .............................................................................. 'Name of Owner ......................................................................Address .................................................................................... Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exterior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost .................................................................... Definitive Plan Approved by Planning Board -------------------_-----------19________ . Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .................................................................................. 19555 Eddie J6.-Y�V Rd"s'e A-28-100 No ..... Permit for ....Wouing................ ...................................t8f..................................... Location .........)��Q.Xakaby..Rd................ ..M...ars t ........ *.......................................... Owner ........................ Type of Construction' /............Fra'me............... .................................... .......... ................................. Plot Anzemlo.o.. Lot ................................ Permit Granted ........A*gq§:t......A�........19 77 Date of Insp tiqn .....................................19 Date Completed. ..............)....................19 PERMIT REFUSED ............................. .............................. 19 ............ ...... ............... .... ....... ........... .......................... .......... ............. ... ....... .. ..... .. .... .... ....... ... ......... . ......... .......'). .................... ...... .... ........................ Approved ...... ..... ... .. ... 19 ............................ .................................................. ............................................................................... qlql f Assessor's map and lot number ....r��11 �0� f�... .... .. ... .. �pf?H E tO �Q O .� Sewage Permit number ......CJ'.eA­4....1Z..!.11..(r- SEPTIC SYSTEM MUST House numberX1.31..................................... INSTALLED IN COMPLIA �STABLE, Ba LE, ................. WITH TITLE 5 i639. 00 CODE A► '''�o�ara, TOWN OF BARNSTARL AT10NS BUILDING INSPECTOR � n APPLICATION FOR PERMIT TO ..:. l:�.. ? TYPEOF CONSTRUCTION ............. { t....................................................................................................... ............. ....................19. .. • V TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a per accord in to the following i)nform�attion:114 � Location .. .�.. .... �4 ./. 131 .e.4.1.1..1.......... ............................... ProposedUse .........v.K.......iR?`.... ..... .t '......................................................................................................... Zoning District ................ Fire District ..`' - .?` ... 5 ................................... Name of Owner c� .`'�. .C�.. ....?...\ Address ...... ..................................... ........... .......... Nameof Builder ...... . ........ .....................................Address .................................................................................... Nameof Architect ....................................Address .....................................................I............................... Number of Rooms ............................................:.....................Foundation Exterior ......... �it, ..a�-'`................................................Roofing ......... ...C.�� ...................................................... /Floors ....01�'? ..................................:Interior .................................................................................... Floors .... ........................ Heating ..................................................................................Plumbing ................................................. ............................... Fireplace ..................................................................................Approximate Cost ........ 2.............................. .................. Definitive Plan Approved by Planning Board -----------____---------------19_______. Area .PS. ........................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH b { I hereby,ogree to conform to all the Rules and Regulations of the Town of B rnstable regarding the above construction. c Name .... . .........1............� �„ ............... ROSE, EDDIE & JOYCE No 2 3 3 7 4 Permit for ..ADD GARAGE .................................. ........AQ.Qe.5.$.QxY...ta.Dwelliz.9............... Location .....4.31-Wakehy...P ,oad.................... Marstons Mills ............................................................................... Eddit & Joyce Rose Owner ...................................................... - Type of ConstructionF..r.ame ............................ .......... ................................................................................ Plot ........................... Lot. .......... ..................... P&mit Granted .....Au.gqqt...1.4...........19 81 Date of Inspection ................19 '7 Date Completed ................"='P! .....19 PERMIT REFUSED ............. .... 19 .............. .................................................... ...... .......... ...........*............................................. ............ ................................... ................ ............ .�........................................... ............... Approved ............................................... 19 ........................................................................ ...... ............................................................................... dh'�:. rrV, .�...�.-ra.;"�C'rc�^-v�•- -„ti�;i�.:Yo +.� .oe.��n,� fv.:� y.�Bi.L.;.;y.,, i ,�(\' .�,� .;:,a- �_ Assessor's p O,/% 2�A G 8f f ssor's map and lot number ....� ���.v..K.......... oFTNeto ✓�� Sewage Permit number .....lltltk-e......R.!.A..�-...................... House number ...............:.! ......................................... ro Asa 9TA"M i MABB. pp' �639. 00� j ,FO MPY a. TOWN OF BARN:STA:.BLE J BUILDING INSPECTOR APPLICATION FOR PERMIT TO .... . ..1,. .......... ....................................................................I.......... TYPEOF CONSTRUCTION ............. ................................................................................. J� ( .......................19.0.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a perm.i.t according to the following information: ,/ Location ......... . .........W.a.X�....... ............ r. !�. - 'L1(AA. ....��................................ 7Proposed Use ....... .tla 4 „ i��...tPI iU,Xk ........................................................................................................ Zoning District ................. ............. .............................Fire District .t ... r................................... Name of Owner .�!. ..�..0..... � .�,? ....-�q.--.Address ..................................................... Name of Builder.. . .. ........@'a .........Address .................................................................................... Nameof Architect ..............................:................:..................Address ......................................................I.............................. Numberof Rooms ..................................................................Foundation .......................................,...................................... Exierior ......... [.< ... , ..........I.....................................Roofing .........!...C�.�t.:!.Q ...................................................... Floors ... ............................................................Interior ...................:................................................................ Heating ......................................................................:...........Plumbing .................................................................................. Fireplace ..:...............................................................................Approximate Cost .. Definitive Plan Approved by Planning Board ________________________________19-------- . Area ...... 7......................... Diagram of Lot and Building with Dimensions Fee ...../.. 4� .................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH f 3 FFF . I I hereby agree to conform to all the Rules and Regulations of the Town of.Barnstable regarding the above construction. r Name W.. \ .. -Q. ............... . / -------------- ROSE, EDDIE—& JOYCE - / A=28-100 No .23374... Permit for .A4dition:s<' GARAGE ............................................................................... Location ...431...Wakeby,...RP.eGL.........::.......... ...Mars 42X3S...Mill.$........................ Owner .JoY.Ce... ...Rddie...Roae................. Type of Construction- .Fr.ame........................... Plot ...................... ..... Lot .....:.....:................... j August...14.. .......19 81 Permit Granted ........... Date of Inspection ....................................19 Date Completed ..... ................................19 i PERMIT REFUSED .............................. .............................. 19 .............................:J ......................... ............. ..... .. ................ ............. ...'.............. e Approved :..:............................................ 19 ............................................................................... -* Town of Barnstable THE rq,." Regulatory Services 1% Thomas F.Geiler,Director s Building Division w sn�wsrnaM 9 Mnss. Tom Perry,Building Commissioner 039. �0 �OrEo s 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 1� : 5�08-790-6230 Approved: M, Fee: I2S— Permit#: Q 0 D®© HOME OCCUPATION REGISTRATION Date: Q1 rd Name: R vo WC.Q i �12 o Phone#: k c360 Address: t-I31 b)dk(-b� Rd ,M+PSt�NS I0-1115 /�1dPage: Name of Business:- S t Romam g N AN-cha Q o Jv�l oN S— Type of Business: 1 r I c-G 1 a t7 2�s Map/Lot: V O\r- INTENT: It is the nntent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning orduiance,provided that the activity shall not be discernible from outside the dwelling: there shall be no nncrease in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase un air or groundwater pollution. After registration With the Building Inspector,a customary home occupation shall be permitted as of right subject to tine following conditions: • The activity is carved oil by the permanent resident of a single family residential dwelling unit,located mtrithinn that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic null be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or lnazar•dous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not Arithin the required front yard. • There is no exterior storage or display of materials or equipment. • llnere are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot conntainung the Customary Home Occupation. • No sign shall be displayed indicating the Customary Hork(MmAnation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed un the CustomaX,1A e Qc�Cup,�tiol� I tlil7UG t a permanent resident of the dwellingunmit. Gu ��€€dd ��11 R tlUUG I,the undersigned,lia e read and agree with the above restrictions for my home occupation I an registering. Applicant: Date: / - y' 08 Homeoc.doc 12ee.01/3/08 r YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in gown (which you must do by M.G.L. - it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1" FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) and 200 Main Street Offices at the Licensing counter. . t DATE: 1 m S 1 Fill in please: ((�� �' u APPLICANT'S YOUR NAME: ,�E0REi� I�LIOIVc2I5�1a11d �.., } BUSINESS YOUR HOME ADDRESS: -131 L 6keb� Rol M, S{vN3 /�il�� I'�I�t Oe6W 8 IJ TELEPHONE # Home Telephone Number: NAME OF NEW BUSINESS S�RCs�e,Mc�/`� MFdia {��c�!c iou TYPE OF BUSINESS IS THIS A HOME OCCUPATION? A YES NO Have you been given approval from the building division? YES NO ADDRESS OF BUSINESS h jj ,,. s h LH5 MAP/PARCEL NUMBER O Z (0 0 When starting a new business there are veral things you must'do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. (corner of. Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to,legally operate your business in this town. 1. BUILDING COf�4bYt70NER'S OFFICE This indivi�al 11en ed of ny permit requirentr s that pertain to this type of business. Authorize Sign �+re** U MUST COMPLY WITH HOME OCCUPATION COMMENT� ` M.. (4 RULES AND REGULATIONS. FAILURE TO LT C . 2. BOARD OF HEALTH This individual hasQqn �med of the permit re ments that pertain to this type of business. Aulh,orizecl Signatur6** COMMENTS: ,41� �,� t 1A N f}Z 3. CONSUMER AFFAIRS (LICENSING AUTHORITY This individual een infor of the li in requ ements that pertain to this type of business. thorized Signature** COMMENTS: Jj V�—U_611=4 �}')/) 1 1V � a-5 t V " i i � �5�� ,,� b � �� _ � . r TOWN OF BARNSTABLE ti Building 201305972 • BARNSTABLE, Issue Date: 09/16/13 Permit 9 MASS. �prFO 39�- A� Applicant: BAUDANZA, SUSAN M&PAUL S Permit Number: B 20132214 Proposed Use: SINGLE FAMILY HOME Expiration Date: 03/16/14 Location 431 WAKEBY ROAD Zoning District RF Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 028100 Permit Fee$ 306.00 Contractor PROPERTY OWNER Village MARSTONS MILLS App Fee$ 100.00 License Num Est Construction Cost$ 60,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND COVERED ROUND RIDING RING 62-DIAMTER,3000SQ FT AREA THIS CARD MUST BE KEPT POSTED UNTIL FINAL FOR PRIVATE USE ONLY,NOT OPEN TO PUBLIC INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BAUDANZA,SUSAN M&PAUL S BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 431 WAKEBY ROAD INSPECTION HAS BEEN MADE. MARSTONS MILLS,MA 02648 Application Entered by: RM Building Permit Issued By: R THIS PERMTI CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY, ENCROACHMENTS ON PUBLIC PROPERTY,NO 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 MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION , RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). POST THIS CARD SO THAT IS VISIBLE FROM THE STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 C p 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health a � a Velded 1/4' Steel snddl�:�/8' thru bolts /4' base plate a 12' Sono tube 'Square Foot' integral footing for ay O U Footing Detail b 0 dlonolithio our m Set below t ltaw Post base hint bolted Q EXE bolts F� set Ir 690 own reto Base has*Er at bottom °D I10 MPH wind load 1/C steel base plate 29'-5' W ^ vJ Elevation O No Soale Tim. Harvey Aug 12 zo1,9 .. copyright—zoos ^� dlGMLLC `° �Ccn W use tuithouPermts express Written Perm4ssian �. CSC W cr) O o J. S D O W OS N No oCD �o o Cl) g0 r UI Sp o 04 002 L� O S'p pS `spy �j`L 00 pa` 4 03 SGp GOB 5O Sp2 g02 0 5O1 S02 gO2 03 SO � U z y wwJ 03 SO got S02 z o gO l S01 o z ofc 5O1 SOi Q�o-m-r OcnwO 0 SO2 Sot 0w c N > u307 7) Q 1 O E O3 gG Gil SO w i\j (o 0 SO KcO:1-O Cg � O3 O� Sp Sp LCU3NL Ol O UI N ✓s �5 OtLOO) t QX U O O N4- CO 0 O � � N � N r p N W O 0 00 000 (p N o Oy TRUSS H2.58 TJC37 O JOB NO 802 1 3 o 0 1308014 S03 1 2 UJ _r- SO4 1 1 PAGE NO 1 OF 1 �■iii■� .1 W/F4jW "I ,Lq VA go IN ■IIIII■I■i���:_ /�,�/1/ W1���� ♦i����\�-..�,,\�;����� 1■IIIII\' . ■IIIII■I■I■I■I■I■i��_::1/�,Ij ������ 101010I■I■IIIII■ ■IIIII■ORI■I■I■I■I■I■I�i:������!% �!����■I■I�I�I■I■I■I■I■IIIII■ ■IIIII■I■I■I■I■I■I■I■I■i■I■I■It►►�;:+:��i�l■I■I■I■I■I■I■I■I■I■I■I■IIIII■ - ■IIIII■i■I■I■I■I■I■I■I■I/���% ��I�►�� �'���I■I■I■I■I■I■I■I■I■IIIII■ ■IIIII■I■I■I■I■I■ ���� ��� �, '��' ■I■I■I■I■I■IIIII■ ■IIIII■I���'i' \ `�0\�\�\�I��/I 1� ��1/� /�/�i♦/ -;�'���I�IIIII■ MO ,\ \�\ \I\I \I�,�,��Iliii������,�1i�/11�NEW1ii1 WE ME i�ftj ME iiiiiiEN . � � 1�iiiiiii�� � . • AP ,: 1308014 Ply:1 SEQN:47783/T25/JACK 62'-MARSTON MILLS 62'-MARSTON MILLS Qty: 24 FROM: DRW S0l Wgt 166.6lbs / ... 08/09/13 ` Y6R 1]S fa�f6 2fYf9 ffi6'16 i Y59 i' B94 i'11 78'9 i 6e, IV,G F 12 (U E �]xe c e 1 Ow")N K 2.25 ]: 12 L i�Y -} SS15 ]u^8 86 M� lI1L 8815 Y69 trif9 16'if12 218 2Y6Y6 Loading Criteria(psp Wind Criteria Snow Criteria(Pg,Pf In PSF) DetflCS1 Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-05 Pg:30.0 Ct:1.2 CAT:I PP Deflection in loc Udefl L/# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 110 mph Pf:20.2 Ce:1.0 VERT(LL): 0.071 D 999 240 L 1457 /60 1418 !- /419 /5.5 BCLL: 0.00 Enclosure:Open Cost Lu:31.0 Cs:used VERT(TL): 0.124 D 999 180 H 1103 /268 /398 /- /- /- BCDL: 7.00 Category:I Snow Duration:1.15 HORZ(LL):-0.026 G - - Wind reactions based on MWFRS Des Ld: 44.00 EXP:B HORZ(TL):-0.045 G - - L Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height 19,82 it Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit O.DO TCDL:4.2 psf Bldg Code: IBC 2009 Max TC CSI: 0.949 Bearing L is a rigid surface. Load Duration:1.15 BCDL:4.2 psf TPI Sid: 2007 Max BC CSI: 0.703 Spacing:24.0" MWFRS Parallel Dist 0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.425 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:2.0%(O.O%)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:0.77 GCpi:0.00 Plate Type(s): A-B 221 -227 D-E 30 -995 Wind Duration:1.60 WAVE VIEW Ver.13.01.03.0524.16 B-C 104 0 E-F 62 -959 Lumber C-D 149-1681 F-G 115 -167 Top chord 2x4 SPF 2100f-1.8E:T2 2x4 SPF#1/#2: Bot chord 2x4 SPF#1/#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SPF#1/#2 Chords Tens.Comp. Chords Tens. Camp. :Lt Slider 2x4 SPF#1/#2:BLOCK LENGTH= 1.500' A-L 27 -13 J-1 1400 -443 Bracing L-K 291 -462 I-H 758 -215 (a)Continuous lateral bracing equally spaced on K-J 1387 -449 member. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. j (—)I plate(s)require special positioning.Refer to scaled plate plot details for special positioning C-L 236-1351 I-F 494 -67 requirements. C-K 1375 0 F-H 291 -1047 K-D 159 -167 G-H 73 -256 Loading D-1 247 -666 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right and vertical not exposed to wind pressure. Left cantilever is exposed to wind Wind load based on ASCE 7.05 category occupancy.Restricted to non-residential use with low hazard to human life,such as agricultural use. Additional Notes Shim all supports to solid bearing. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny atta�hQd 6'd ceilingg Locations shown for permanent lateral restraint of webs shag havQ bracing instalIled per BCSI sections B3,B7 or 810, as applicable. Ap Ty plates to each face of truss and position as shown above and on the JoinE Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ITW Buildin��l1 Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TP1 1,or for handlin]shipping,installation and bracing of trusses. A seal on this drawwiing or cover page listingthis drawing Indicates acceptance of ppraTessfonaf enggineering responsibility solely for the des iggn shown. The suitability an use of this drawing for any structure rs the responsibi ty of the Building Designer per ANSI/TPI TSec.2. or more irdomfation see this'ads peneral notes page and these web sites: r VMCG:www.itw com•TPI:www.t'nstor'SBCA:www.sbcindust .com'ICC:www.iccsafe.or I 1308014 Ply:1 SEQN:47793/T5/JACK 62'-MARSTON MILLS 62'-MARSTON MILLS Qty: 24 FROM: DRW. S03 Wgt 79.8 Ibs .. / ... 08/09/13 3'S'8 BT14 1X6'12 'NO'14 a2X4 E 12 /3X4 0 6 v N fF /34 /3X4 36 F „ l3X6("A idlX4 a_ 1 Fi —1 Z25 1 �4X6 12 . 1CrV12 3'S'8 4Y0'14 576 F 3'S'8 I 8'4'6 F 13'6'12 '1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pi In PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-05 Pg:30.0 Ct 1.2 CAT:I PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 110 mph Pf:20.2 Ce:1.0 VERT(LL): 0.013 B 999 120 H 817 /- /188 /- /121 15.5 BCLL: 0.00 Enclosure:Open Obst Lu:31.0 Cs:used VERT(TL): 0.023 B 999 90 F 498 /45 /107 /- /- /- BCDL: 7.00 Category:I Snow Duration:1.15 HORZ(LL):-0.004 E - - Wind reactions based on MWFRS Des Ld: 44.00 EXP:B HORZ(TL):-0.007 E - - H Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:16,08 ft Code/Misc Criteria Creep Factor.1.5 F Min Brg Width Req= - Soffit 0.00 TCDL:4.2 psf Bldg Code: IBC 2009 Max TC CSI: 0.528 Bearing H is a rigid surface. Load Duration:1.15 BCDL:4.2 psf TPI Std: 2007 Max BC CSI: 0.228 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.233 Maximum Top Chord Forces Per Ply abs) C&C Dist a:9.00 ft FT/RT:2.0%(0.0%)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:0.77 GCpi:0.00 Plate Type(s): A-B 250- -77 C-D 0 -459 Wind Duration:1.60 WAVE VIEW Ver.13.01.03.0524.16 B-C 274 -36 D-E 85 -127 Lumber Top chord 2x4 SPF#1/#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SPF#1/#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SPF#1/#2 A-H 57 -170 G-F 382 -111 :Lt Slider 2x4 SPF#1/#2:BLOCK LENGTH= 1.500' H-G 0 -201 Plating Notes (**)1 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(Ibs) scaled plate plot details for special positioning Webs Tens Comp. Webs Tens. Comp. requirements. C-H 85 -705 D-F 119 -424 Loading C-G 511 0 E-F 71 -191 Bottom chord checked for 10.00 psf non-concurrent G-D 86 -130 bottom chord live load applied per IBC-09 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Wind load based on ASCE 7-05 category I occupancy.Restricted to non-residential use with low hazard to human life,such as agricultural use. Additional Notes Shim all supports to solid bearing. **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r safety practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structu I sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shag hava bracingg instalIled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JainTDetails, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 11,or for handlin shi pin ,installation and bracin of trussgs. A seal on tltis drawnng or cover a e listing this drawlnii, Indicates acceptance of prJessYponal en�gIneering responsibility solelyfo►the desiggn shown. The su�ta�ility and use of 1hFs drawing for any structure is the responsibflity of the Building Designer per ANSI/TPI TSec.2. • lFor more irdonnalion see this'ob's general notes page and these web sftes: RWBCG:www.itw .com•TPI:www•t'nsLor'SBCA www.sbeindust .com'ICC:www.!ccsafe.or 1308014 Ply:1 SEQN:47820/T4/JACK 62'-MARSTON MILLS 62'-MARSTON MILLS Qty: 24 FROM: DRW: SO4 Wgt:33.6lbs / ... 08/09/13 3'5"8 6'1"3 3'S"8 2'T11 112X4 � 12 6 e,3X4 C � N fh ,3X4 B VX6("). �I°D 3X6 E 1 e 2.25 12 L 3, 4X6 3,1.3 f 3'S"8 3'S"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-05 Pg:30.0 Ct:1.2 CAT:I PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 110 mph Pf:20.2 Ce:1.0 VERT(LL): 0.026 B 999 120 F 772 /- /144 /- /54 /5.5 BCLL: 0.00 Enclosure:Open Obst Lu:31.0 Cs:used VERT(TL): 0.040 B 649 90 E -103 /40 /- I- /- /- BCDL: 7.00 Category:I Snow Duration:1.15 HORZ(LL): 0.009 B - - Wind reactions based on MWFRS Des Ld: 44.00 EXP:B HORZ(TL): 0.014 B - - F Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:15;00 it Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit 0.00 TCDL:4.2 psf Bldg Code: IBC 20D9 Max TC CSI: 0.341 Bearing F is a rigid surface. Load Duration:1.15 BCDL:4.2 psf TPI Std: 2007 Max BC CSI: 0.072 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.093 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.50 ft FT/RT:2.0%(0.0%)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:0.77 GCpi:0.00 Plate Type(s): A-B 353 -116 C-D 3B -77 Wind Duration:1.60 WAVE VIEW Ver.13.01.03.0524.16 B-C 363 -59 Lumber Top chord 2x4 SPF 411#2 Maximum Bot Chard Forces Per Ply abs) Bot chord 2x4 SPF 411#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SPF#1/#2 A-F 86 -239 F-E 0 -267 :Lt Slider 2x4 SPF#1/#2:BLOCK LENGTH= 1.500' Plating Notes Maximum Web Forces Per Ply(Ibs) (—)1 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning requirements. C-F 111 -646 D-E 54 -87 C-E 299 0 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right and vertical not exposed to wind pressure. Left cantilever is exposed to wind Wind load based on ASCE 7-05 category I occupancy.Restricted to non-residential use with low hazard to human life,such as agricultural use. Additional Notes Shim all supports to solid bearing. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in faliricating,handling shipping,installing and bracing.,Refer to and follow the latest edition of SCSI(Building Component Safety Information,by II PI an dd SBCA)for safety practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg insfialIled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join FDeteilS, unless noted otherwise. (refer to drawings l60A-Z for standard plate positions. ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance wi ANSI/f�1 1,or for handiinq,shippingg,installation and brawn of trusses. A seal on this drawiYng or cover agge listinq this drawingg in acceptance of pro)less enggineering res ons�bility solely for the design shown. The suiptabllity and use of th`s drawing for any structure is the responsiblAty of the Building Designer per ANSI/TPI TSec.2. or more iNorrnation see this bb's Aeneral notes page and these web sites: ITWBCG:www.itwbc cam'TPI:www,l'nstor 'SBCA:www.sbcindust .com•ICC:www.ieese}e.or 1308014 Ply:2 SEQN:47825/T8/HIP_ 62'-MARSTON MILLS 62'-MARSTON MILLS Qty: 12 FROM: DRW SG01 Wgt:596.4lbs .. / ... 08/09/13 r68 64� 1r31 YP 6 221'11 Z78/x xB'9•/t 37H•u '19 s99 r1.11 8.7• '1./ 79'12 sT1 1'I t•I6 577 15XS 7 VU n /(iXa N=F �+ 12 S78 p � E Nxe o105u ..Su C �/H0714 X BI O/5X129 WI 0510 0 6 x.17 NXb[••'k X1 ax 12 11 �Xs r69 1912 793 6.1'e xT] 5•rx >'/'6 371 76'8 6'f5 3A W x1 3 xTl'S x6lr11 X7/1.1� •B Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions Qbs) TCLL: 30.00 Wind Std: ASCE 7-05 Pg:30.0 Ct:1.2 CAT:I PP Deflection in loc Udell LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 110 mph Pf:20.2 Ce:1.0 VERT(LL): 0.408 H 877 240 Q 5024 /888 /1115/- /- /5.7 BCLL: 0.00 Enclosure:Open Obst Lu:31.0 Cs:used VERT(TL): 0.744 H 481 180 J p /_ I- /9719 1915/1.5 BCDL: 7.00 Category:I Snow Duration:1.15 HORZ(LL):-0.130 Q - - 1 - /- /- /97191915/1.5 Des Ld: 44.00 EXP:B HORZ(TL):-0.237 Q - - Wind reactions based on MWFRS NCBCLL: 10:00 Mean Height 20.64 ft Code I Misc Criteria Creep Factor:1.5 Q Min Brg Width Req= 5.7 Soffit 0.00 TCDL:4.2 psf Bldg Code: IBC 2009 Max TC CSI: 0.233 J Min Brg Width Req= - Load Duration:1.15 BCDL:4.2 psf TPI Std: 2007 Max BC CSI: 0.462 1 Min Brg Width Req= - MWFRS Parallel Dist 0 to h/2 Re Factors Used:Yes Max Web CSI: 0.419 Bearing Q is a rigid surface. Sparing:24.0" P C8C Dist a:9.00 It FT/RT:2.0%(0.0%)13(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:Wind ratio :1. Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wnd Duration:1.60 WAVE,HS VIEW Ver.13.01.03.0524.16 Lumber Special Loads A-B 105 -44 E-F 1223 -62T7 B-C 673-3204 F-G 1163 -5884 Top chord 2x6 SPF 2100f-1.8E -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) C-D 1079-5847 G-H 1163 -5881 :T2 2x6 SP SS Dense-13B: TC-From 2 plf at O.OD to 2 plf at 13.17 D-E 1080-5844 H-I 1166 -5902 :T3 2x10 SP SS Dense-13B: TC-From 2 plf at 13.17 to 2 plf at 27.58 Bot chord 2x6 SPF#1/#2:B2 2x6 SPF 2100f-1.8E: TC-From 2 plf at 27.58 to 2 pff at 32.99 :B3 2x6 SP SS Dense-13B: BC-From 14 plf at 0.00 to 14 pff at 2.78 Maximum Bot Chord Forces Per Ply(Ibs) :B4 2x10 SP SS Dense-13B: BC-From 30 plf at 2.78 to 30 pff at 6.33 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SPF#11#2 BC-From 2 pH at 6.33 to 2 pff at 19.29 :W1 2(10 SP SS Dense-1313: BC-From 2 pff at 19.29 to 2 pff at 27.17 A-Q 54 -73 N-M 5503 -1023 :W2,W4 2x4 SPF 2100f-1.8E::W11 2x6 SPF#11#2: BC-From 2 plf at 27.17 to 2 pff at 29.52 Q-P 406 -99 M-L 5754 -1120 Lumber grades designated with"13B"use design BC-From 14 plf at 29.52 to 14 pH at 32.99 P-O 3094 -585 L-K 5972 -1171 values approved 1 P3012013 by ALSC BC- -73 lb Conc.Load at 6.33 O-N 5361 -991 K-J 4939 -974 BC- 995 lb Conc.Load at 14.06 Nallnote BC-1587 lb Conc.Load at 21.79 BC-2207 lb Conc.Load at 29.52 Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.128'k3",min.nails Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. Wind Bot Chord:1 Row @ 7.00"o.c. Q-B 610-2568 M-F 472 -82 Webs :1 Row @ 4"o.c. Wind loads based on MWFRS. B_P 2711 -557 F-K 229 -391 Use equal spacing between rows and stagger nails Right and vertical not exposed to wind pressure. P-C 354 -1579 H-K 202 -328 in each row to avoid splitting. Left cantilever is exposed to wind C-O 2348 -409 K-1 1708 -372 Plating Notes Wind load based on ASCE 7-05 category I O-E 135 -373 I-J 880 -165 ("*)1 plate(s)require special positioning.Referto occupancy.Restricted to non-residential use with low E-M 428 -141 scaled plate plot details for special positioning hazard to human life,such as agricultural use. requirements. Loading Truss designed for unbalanced snow loads. Additional Notes -The maximum horizontal reaction is 9719# Shim all supports to solid bearing. BEARING ANALOG MODIFIED!'**** **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attadia rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIN 1,or for handlinq,shipping,installation and bracing of trusses. A seal on this drawl, or cover ppaagge listing this drawing, Indicates acceptance of pro)less enggsneering responsibility solely for the design shown. The suitability and use of th drawing for any structure Is the responsibflfty of the Building Designer per ANSIlTPI fSea2. or more information see Na lob's general notes page and these web sites: rTVvBCG:www.itwbc com'TPI: www.t'nst 'SBCA:www.sbeindust .com'ICC:www.iccsafe.or 1308014 Ply:1 SEQN:47783/T25/JACK 62'-MARSTON MILLS 62'-MARSTON MILLS Qty: 24 FROM: DRW Sol Wgt:166.6lbs .. / ... 08/09/13 T6'0 13S U 6 ]tYtYl ]@S16 G Nx� F hh Hs-0'1 1] (N E 03 u (•1 u i3><s G �I e , 1 ti3x6r:h/3 K �2.25 T 12 1 c6xe� 3S8 @@ 3V� 111Y 67 i6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-05 Pg:30.0 Ct:1.2 CAT:I PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 110 mph Pf:20.2 Ce:1.0 VERT(LL): 0.071 D 999 240 L 1457 /60 /418 I- /419 /5.5 BCLL: 0.00 Enclosure:Open Obst Lu:31.0 Cs:used VERT(TL): 0.124 D 999 180 H 1103 /268 /398 I- /- /- BCDL: 7.00 Category:I Snow Duration:1.15 HORZ(LL):-0.026 G - - Wind reactions based on MWFRS Des Ld: 44.00 EXP:B HORZ(TL):-0.045 G - - L Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height 19.82 It Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit 0.00 TCDL:4.2 psf Bldg Code: IBC 2009 Max TC CSI: 0.949 Bearing L is a rigid surface. Load Duration:1.I S BCDL:4.2 psf TPI Sid: 2007 Max BC CSI: 0.703 Spacing:24.0" MWFRS Parallel Dist.0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.425 Maximum Top Chord Forces Per Ply abs) C&C Dist a:9.00 It FT/RT:2.0%(0.0%)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:0.77 GCpi:0.00 Plate Type(s): A-B 221 -227 D-E 30 -995 Wind Duration:1.60 WAVE VIEW Ver.13.01.03.0524.16 B-C 104 0 E-F 62 -959 Lumber C-D 149-1681 F-G 115 -167 Top chord 2x4 SPF 2100f-1.8E:T2 2x4 SPF#1/#2: Bot chord 2x4 SPF#11#2 Maximum Bat Chord Forces Per Ply(Ibs) Webs 2x4 SPF#1/#2 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SPF#1/#2:BLOCK LENGTH= 1.500' A-L V -13 J-1 1400 -443 Bracing L-K 291 -462 I-H 758 -215 (a)Continuous lateral bracing equally spaced on K-J 1397 -449 member. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. (")1 plate(s)require special positioning.Refer to C-L 236 -1351 I-F 494 -67 scaled plate plot details for special positioning C-K 1236 0 F-H 291 -1-67 requirements. K-D 159 -167 G-H 73 -256 Loading D-1 247 -656 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Wind load based on ASCE 7-05 category occupancy.Restricted to non-residential use with low hazard to human life,such as agricultural use. Additional Notes Shim all supports to solid bearing. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Componenf Safety Information,by TPI and'SBCA) r safety practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri d ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join TDetails, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. ITW Buildin Components Group Inc.shall not be responsible for an deviation from this drawing,an failure to build the truss in conformance with ANSI 11,or for handling shipping,installation and braving of truss s. A seal on this drawing or cover pate listing ffiIs drawln Indicates acceptance of roTesslone enggineering res onslbility solely for the design shown. The sulia6ility anti use of th�s drahMng for any structure�s the responslbfllty of the BuiPding Designer per ANSI/TPI gSec.2. or more infomation see this'ob's neneral notes page and these web sites: MASS:www.ltw com;TPI:www.t'nsLor•MCA:www.r.bcindust .com:]CC:www.iocrate.or „,, Patty s Pond NOTES: i "'�” a non tidal THE LOCATION OF THE EXISTING SEPTIC SYSTEM COMPONENTS e� co 3;>,*, Ij-e WERE PROVIDED BY THE APPLICANTS. 137147" APPLICANT INFORMATION: SUSAN BAUDANZA we ands 1Q << 431 WAKEBY ROAD MARSTONS MILLS, MA 02648 508-736-6950 ZONING INFORMATION: ZONING DISTRICT: RF 0*1 e LOT DATA: eo ASSESSORS MAP: 028-100. existing key FLOOD ZONE: X fence garage �O,f�• PLAN REFERENCE: BOOK 278 PAGE 38. istis�9 DEED REFERENCE: BOOK 1292 PAGE 1069. ex LAND COURT REF: 38281A. o PRECONSTRUCTION LOT COVERAGE p6.1027 E egarag f-use WAS 2,507.9 S.F. (1.0%). N g3 THE EXISTING LOT COVERAGE IS 4232.6 S.F. (1.7%). deck CO E LOCATION EM Q Mom~ co aj ACCORDING TO ;t w EXISTING THE OWNER CO (� AREA WOODED z I� c�co 52s Lot 100 co C\? 5.8f acres Iz Partially Constructed 36.1, EXISTING Riding FOUNDATION Ring AS OF 08/08/11. e. N 16°15'47" E 9y l?.;>" 753.92 House n .: 866 FOUNDATION LOCATION PLAN PREPARED FOR Paul and Susan Baudanza OF 431 Wakeby Road El;l 0q,� BARNSTABLE, MA House no.: 866 House no.: J H `yam J. E. LANDERS—CAULEY, P. E. UIEY 49 CIVIL O. B X ENVIRONMENTAL 644 WEST FALMOUTH, MA 02574 SANTU 0.3510 508 540 - 3344 fax 0 30' 60' 90' 120' IT NE o� T OH'N ASS. 028-100 DATE: 08108111 ROAD SCALE: 1" = 60' DRAWN BY: JDR SCALE: 1" = 60' oia- _i JOB NO. 1978—ASB SHEET: 1 OF 1 `13l ))rt�57CG�� / Pal rr ; • � fox ��/' .3� Ju le .��-�� 02�.`. ,_`_ • '`�,,o S`i�:�s� r���"` ?fie f i����i'—' i o v ppp -, -- 3ZXiD I�DK oft- W1nlbu/ + ou�"r- �?.��f� a�lf �~ 3-fix iZ si�� rrbl-a s O-PF 2 (D / cox 1r„ps�n i �X� a /&moo ? S,v r Zo/z y CG G re 7 v`u6kor M i47`"S oar , �^ 7 I I or ,' vy # nl p Tom I i I I ;iniS� Ilee r 1 ✓J I �/ f I � I o { U DL i 17/1/7I'9 JT/4-�� E Id1hOow 7^l�.►< ��on�., 12..X/2- 7\�/ l�jnv66J I( awl ru�ll,- Xh A rs rx 6 0�r �r ,�nfos PM x +'1 DcaTL� y jrep n ,r Fr ID - + I a f'�� 7` ✓eve riot' jy LOT DATA: ASSESSORS MAP: 028-100. FLOOD ZONE: X WA PLAN REFERENCE: BOOK 278 PAGE 38. DEED REFERENCE: BOOK 1292 PAGE 1069. PUBLIC LAND COURT REF: 38281A. h'O AD THE TOPOGRAPHY SHOWN WAS LOCATED BY AN ON THE � � -k GROUND INSTRUMENT SURVEY. N. \ 1 73028, �' - . ` „ DATUM: ASSIGNED 20g 328 W 2 \ BENCHMARK FIRST FLOOR ELEV. 113.05 + I I ♦ I / I I House no.: 866 / / I / 1 , t \ / 1 \ P, `` / `` �` co 1 XISTING ` ` 1 UODED � W `\ t AREA C'J 1 / Co r , Al r , Proposed ; l Riding ` Ring House no.: 848 I I 1 , , r CART PATH 1 TO BE;CREATED:I `g' x 10 � + 188.7' i MANURE TRAILER AROUND THE r 120 CF CAPACITY r YREES 'I ' 1 , , 141. ,I , 21 4 + I I I I I + 'I 00 I I I � a 5��8 BarBar ejj 23. 46 U g2$ ♦`♦ I + existin + garag, �4 A os CONCRETE o � b 67i3' COVER ., OS r WATER SER�C — �♦ >� ' existing vel, / drivewa ++ �♦ / + turn out A I° , ` 1 49 -------- typical EiEE� ; `,` �+ \♦ f 1 10 + r 1 I � R C � 1 ♦♦ Ay } 1 1 r SAS � c 1 .tifi ItO v. \ 0k�S EXISTING WELL GG o N House no.: 866 --_-� 37.3' Q.� � ) i cs t? w w -- ----�. - - ---- �0 eXel. ' x // ��;1� 00t - wetland / -i Olt 00 offset to \ i f 1 11 ♦ -- deck! l 1 + _ --------- `---- I ,,� i ---------------- -� `------------- 5 � b r~ as rids a e 1 Lot 100 w p0�a 5.8f acres 0� �- o 0 a� 0 0i NOTES: Patty's Pond O THE LOCATION OF THE EXISTING SEPTIC SYSTEM COMPO non tidal NENTS WERE PROVIDED BY THE APPLICANTS. ��/��• THE WELL IS TO GRADE. N 78-43'43" '� ANY PORTION OF THE WATER SERVICE THAT IS WITHIN 10' 429 '27' / SITE PLAN OF THE SEWERAGE SYSTEM SHALL BE ENCASED. PREPARED FOR ALL LIGHTING SHALL BE DOWNCAST. THE RINGING RING WILL NOT BE LIGHTED. Paul and Susan Baudanza THE WOOD SHAVINGS AND PELLETIZED WOOD BEDDING AND MANURE SHALL BE STORED / OF FOR A MAXIMUM OF 5 DAYS. 431 Wakeby Road APPLICANT INFORMATION: 7" B SUSAN BAUDANZA ARNSTABLE, MA MA TONSWAKE ROAD J. E. LANDERS- CAULEY P. E. ' MARSTONS MILLS, MA 02648 �' �� HN 508-736-6950 � ` I:v � CIVIL ENVIRONMENTAL ENGINEERING - ZONING INFORMATION: ; P.O. BOX 364 WEST FALMOUTH, MA 02574 ZONING DISTRICT: RF 101 (508) 540 — 7733 ph. 0 15' 30' 45' 30' (508) 540 — 3344 fax ASS. 028-100 DATE: 05 16 11 SCALE: 1" = 30' SCALE: 1" = 30' DRAWN BY: JDR F. - - T: 1 OF 1 JOB m N0. 1978 SHEE LOT DATA: ASSESSORS ,MAP: 028-100. FLOOD ZONE: X �V 1 PLAN REFERENCE: BOOK 278 PAGE 38. l DEED REFERENCE: BOOK 1292 PAGE 1069, PUBIC j LAND COURT REF: 38281A 1 0 THE TOPOGRAPHY SHOWN WAS LOCATED BY AN ON THE x AD GROUND INSTRUMENT SURVEY. = DATUM: ASSIGNED l _^ BENCHMARK FIRST. FLOOR ELEV. 113.05 o i I \ •`YiI I , _--- C.01 I i I , J ♦ I ,b J \ ------- ---- /. ------------- / House no.: 866 ` _ ------ -- ------ I - - ----- ----- _ / It 11 ' 1 i % A,,y Ny / C\2 CO .Joco y )1` �! ILj+XISTING WOODED 00 / 1 1 W ' ':AREACv � ) i i!J `� c0 �!J 11 1. % p • % , ^ ! 1 tr � , Riding; , Ring I I s ; House no.: 848 i I CAR ' PATH ;y s' g 1.0;. TO BE CREATED;I A j MANURE T i 188.7' 120 CF CAP;AC it BEES HE 1417!il i of ; i fly g gard n \ lI -�` I f i 23X' E I existing ;1. 8 SR 4 AO�, i CONCRE"fE �Q' bar ar;3. COVER SEA WATER RVic existing vel , 1 drivewa .A�� 1 turn out RpQ i ii \•` 1 i typical , -- ci' 1 : � Sao i 36 g �, vpC �g EXISTING wEll. Y, ------ ---------------- _ House no.: 866 --------' 37.3' ' p� �, l ---------- -------- ` - - _ _ � :_ Y 01 ea- r ------ _ r- - e i p 1 , ♦♦'` e�1SL I�0 100' .offset to wetlan ---------- o. , -- - -- ----- deck Oib ----------------- ------------ _____________________________.- J JCa 0etla�'as- and Lot 100 5.8f acres o�� .... o o, / 0 NOTES: ,i e, / Patt s Pond non tidal THE LOCATION OF THE EXISTING SEPTIC SYSTEM COMPONENTS oo`1r/1�� WERE PROVIDED BY THE APPLICANTS. THE WELL IS TO GRADE. N 78°43'43„ �7 ANY PORTION OF THE WATER SERVICE THAT IS WITHIN 10' 429. SITE PLAN OF THE SEWERAGE SYSTEM SHALL BE ENCASED. ), / PREPARED FOR ALL LIGHTING SHALL BE DOWNCAST. THE RINGING RING WILL NOT BE LIGHTED. /� Paul and. Susan Baudanza , / OF THE WOOD SHAVINGS AND PELLETIZED WOOD BEDDING AND MANURE SHALL BE STORED 431 Wakeb Road FOR A MAXIMUM OF 5 DAYS. / Y APPLICANT INFORMATION: BARNSTABLE, MA SUSAN BAUDANZA 431 _WAKEBY ROAD dT MARSTONS MILLS, MA 02648 . E. LANDERS- CAULEY, P. E. CIVIL ENVIRONMENTAL ENGINEERING 508-736-6950 ZONING INFORMATION: `} P.O. BOX 364 WEST FALMOUTH, MA 02574 ZONING DISTRICT: RF _ , ,:: (508) 540 — 7733 ph. (508) 540 — 3344 fax 0 15' 30' 45' 30' ASS.# 0/28-100 DATE: 05116111 SCALE: 1" = 30' SCALE: 1" = 30' DRAWN BY: JDR JOB NO. 1978 SHEET: 1 OF 1 LOT DATA: ASSESSORS MAP: 028-100. jAp FLOOD ZONE: X WA PLAN REFERENCE: BOOK 278 PAGE 38. ��1 DEED REFERENCE: BOOK 1292 PAGE 1069. PUBIC LAND COURT REF: 38281A. - '?OAo THE TOPOGRAPHY SHOWN WAS LOCATED BY AN ON THE GROUND INSTRUMENT SURVEY. N'7 � DATUM: ASSIGNED BENCHMARK FIRST FLOOR ELEV. 113.05 _ \� I I \ ------ House no.: 866 ` --- -- / ------------------ `8 Cr.) O i % / \ i / 1 A)USTING WOODED 1. �� / ;AREA ; � Cv co i 19 Cv Proposed Riding ; Ring House no.: 848 CAR' PATH ; s' x 10?' TO BE;CREATED?I MANURE TR!uLER AROUND THE it I i 188.7- 120 CF CAF;ACLTY TREES j >; 141 7=41 i 32,g• erg' --- - -"" 8', p I I i e garde ` I ; i existing, 1 3p• tl 10 I; I garagq -4 Ar0 AOS CONCRETE �'Q► COVER s. I bar PROP r= / I \ \ _ ERO VIC / easting vel j' drivewa �. turn out j typical E�pS 4' ------------ -- -- t pCO+�{ EXISTING WELL. 3 �0� oEg ---- cNr N House no.. 866 ---- -' 37 3' , N ------ , n°----- �lstii�oo'`: e 100' offset to wetland `\ is Ir ------ ---------- o- , deck ------------------- _________-_-____ _ - _ __-__-_______-- - - _____________ __ -_ ,, - D6 ��• m 5 Lot- 100 °� ✓, ��. 5.8t acres �\ °� O w - 4a,/ Q) Oa� v-, I e ,y O u Q� ' x NOTES: 1 / Patty's Pond O , o ,i,oK• Q� Il non tidal THE LOCATION OF THE EXISTING SEPTIC SYSTEM COMPONENTS WERE PROVIDED BY THE APPLICANTS. /y N 780 , THE WELL IS TO GRADE. 343 4 " yv i ,;' �/ 27 / SITE PLAN ANY PORTION OF, THE WATER SERVICE THAT IS WITHIN 16' 29. - OF THE SEWERAGE SYSTEM SHALL BE ENCASED. PREPARED FOR ALL LIGHTING SHALL BE DOWNCAST. THE RINGING RING WILL NOT BE LIGHTED. /J Paul and Susan Baudanza / OF THE WOOD SHAVINGS AND PELLETIZED WOOD BEDDING AND MANURE SHALL BE, STORED / 431 Wakeby Road FOR A MAXIMUM OF 5 DAYS. APPLICANT INFORMATION: BARNSTABLE, MA SUSAN BAUDANZA 431 WAKEBY ROAD J. E. LANDERS- CAULEY, P. E. MARSTONS MILLS, MA 02648 CIVIL ENVIRONMENTAL ENGINEERING a `� 508-736-6950 P.O. BOX 364 WEST FALMOUTH, MA 02574 ZONING INFORMATION: w (508) 540 - 7733 ph. ZONING DISTRICT: RF (508) 540 - 3344 fax 0 15' 30' 45' 30' F ASS. 028-100 DATE: 05 16 11 SOALE: ,1 - 30' :.:;, . SCALE: 1" = 30' DRAWN ,BY: JDR 12B NO. 1978 SHEET: 1 OF 1