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0033 CROCKER STREET
y v o C Fi Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fag: 508-398-0399 8/10/17 Town of Barnstable Thomas Perry CBO Building Commissioner 200 Main St. Hyannis,MA 02601 RE: Building Permit#B-17-2061 TO: Building Inspector(s), This affidavit is to certify that all work completed for 33 Crocker Street, Centerville has been inspected by a third party Certified Building Performance Institute(BPI) Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey � I "ING 4110 Q� q4?01 c e�tlwlt� �^2/�7 Town of Barnstable aaarrarxet:� * .: 4 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No; TB-17-2061 Date Recieved: 6/30/2017 Job Location: - 33 CROCKER STREET,CENTERVILLE Permit For: Building-Insulation-Residential Contractor's Name: William J McCluskley State Lic. No: 102776 Address: 7-D Hungtington Avenue, South Yarmouth, Applicant Phone: (508) 398-0398 MA 02664 (Home)Owner's"Name: GERACE,JERRY Y&TAMMY A Phone: (774)$36-6056' Home Owners Address: 33 CROCKER ST CENTERVILLE MA 02632 Work Description Add R-30 cellulose to the attic.Add R-19 fiberglass to the basement.Air.s_eal the attic plane and basement with expanding foam. Total Value Of Work To Be Performed: $3,900.00 -a Structure Size: 0.00 0.00 0.00 t Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before" he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a,partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: William McCluskey 6/30/2017 (508)398-0398 Applicant Date Telephone No. ti Estimated Construction Costs/Permit Fees Total Project Cost: $3,900.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 6/30/2017 $85.00 = XXXX-XXXX-XXX,X- Credit£ard 0299 Total Permit Fee Paid: $85.00 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel_ 6 Permit# 91+1 9 Health Division oZ(00 —�a 7 �) Date Issued 1I 2.?10 V Conservation Division P �e 0 /WoApplication Fee -Tax Collet for i8'��—��4,� Permit Fee 10) 3rf Treasures ��_ �D my SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis c~ TOWN REGULATIONS Project Street Address 33 01?10C �7 Village C; �V t! V AEL Owner � � �` � ��Address e ` Telephone r 7 7 ? /c 170 Permit Request D�O F—X't)'PN 0 A/r L_1 v1 �, AW 1 1 OK) � Y r°(1 Cad W D ► 1 V. Z ( i�J Square feet: 1st floor: existing 3� r�po qe 'I(0 2 d floor: existing proposed Total new 1 O_� Zoning District r Flood Plain Groundwater Overlay �r `�3 7 a PAS O� -- 1-7 Project Valuation � Construction Type 0 + yr Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. 1 G17 0 Dwelling Type: Single Family L� Two Family ❑ Multi-Family #units Y( ) s Age of Existing Structure Historic House: ❑Yes XNo On Old King's Highway: ❑Yes [ Vo 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: O Yes ANo Fireplaces: Existing New Existing wood/coal stove: ❑Yes XNo Detached garage:Kexisting ❑new size Pool:Kexisting ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:O existing ❑new size Other: I Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes KNo _ If.yes,site plan review# CZ, c Current Use Sl y L�{ AM I�osed Use BUILDER INFORMATION Name Telephone Number Address 10 k License# Home Improvement Contractor# U Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ar' SIGNATURE DATE �� �V FOR OFFICIAL USE ONLY ` PERMIT NO. _ DATE ISSUED " MAP/PARCEL NO. ADDRESS VILLAGE OWNER _ DATE OF INSPECTION: FOUNDATION 0 bl®y FRAME. 1411 INSULATION FIREPLACE , .. i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGil �" FINAL !� 0 ' FINAL BUILDING Ci ev e 9 fri r;r M - nl0 DATE CLOSED`OUT ASSOCIATION PLAN•N cu , Board of BMMM Regul-bol'W d Staadar& HOIIAE IMPROVEMENT CONTRACTOR 1 R"btratfon: 120878 niuMpo: V312006 TYPe: 'Private Corporation WEST SARNSTARLE BUILDERS INC I+AICHAEL KINGSTaN �- ' 1170 RT.WPO BOX-816 WEST BARNSTABLE,MA 02668 Administrator �- Tlorls BOARD OF BUILDING REGULA License CONSTRUCTION SUPERVISOR Nun►be GSA. i 023212 sFg b, OQ6 P.no: 19790 � II MIGHAEL L KIN�T� �, 9 GREAT HiLL.RD SANDWICH; MA Q2563 AcNn6� mi...:, oner ... The Commonwealth of Massachusetts z Department of Industrial Accidents' . a 600'Washington Street Y 1 Boston,Mass. 02111.' Workers'. Com ensation.Insurance Affidavit-General BusinessesMEE j � ,.„•ri•r/9// }-•,fie rS. `� i... jr.Nam,, •4 •�'• :�''r}.::V /I•A\.�.f 1 . `•.Y. , �.�.: -;_,.:3.�•,itb�l b address' b w 1 � i :t`1 • state: vt/V' g hone# �Z Lt 7 CP o full address S S ' —) J, B` � f lit.✓t� work site location ❑ I am.a sole proprietor and have no one $usiness Type: ❑Retail❑'Restaurant/Ba=/Aating'Establishment rkin any capacity. E] Office❑ Sales(mcluding.Real Estate, Autos etc.)' I n em to er withem' to ees(full& art time. ❑ Other %// '� � G//%%///%/%�%%% . %/O/%�%�% // workers' compensation form em to ees working on this ob. am an employer providing vt, Y P Y g ,j •r!'' '_ :r..�',• �'' °�,. r:'1' =;'Z.y• � "• , '. i'r:.• •'''t 'r' :li..•!'�.-^,!. .mot s:,t :j coIIi'-tin •Ilam rx, ;i. •;,:i, r;:.; ., j ,� ::,:: - r ,. ° .. •' �. .. .. address: •1, ,t1 � ''�••�:':'�'.�J.•'', •t.r'• :} y('/�(/ ,r '- ••j:• .:,,, �� r :I' 'er '',�•'' .i, :'''F t '_;4r'' 't '' _ :7 '. .•'• :�1, .i5 t:• •l •: ... !'r• ` . $Otte 17. I le- am a sole proprietor and have hired the independent contractors listed below who have the following workers' .compensation polices: ;'�:. t'q!: `a!`"' -'" •i?j-' .. •i+' �;:r..'i :t.• t'�~ :4i'r .:,;,~y�i � :r r.3y'v�„t.�l:a' Q.,;r;•::1,7 ., - .. co annainey: a"L•;,ry• ;, :; ;.• .SY';` +t. re: .:e' iy•i}. G!}.. ,,•,r•i( ',,. ,!•i: _ ::i'i;rr •,��.:r ... 'rh^. .1. .•-,•t',.t.,q�:';','i I`,''C'"'r•''4.r-i�l'�.• •,.•: ` ',.. ',•1' �':r'/ r 't 1 i ,• ..• ':(: '+tom •�.;:�•: address: t r: '•�• A'I K i7�••.:r!•:•:r;�:4'I..•rr:ti.7 r' •}si' .i%i• ,"f' . •'.fir t:'' .r l:''' •'t `i• rr. thone t c3 t:.try '• .�.^^.;it l.':;• ti.,r, .,` la 1.• •:_: ,.1•, •rw, .,.;�r..,.zl,. rv' :i";r• i.r.P.°.!. it•:},,;�: q. •,S};.. `•i'- ., r h°c. •'r. •:;�, •• ':r_~.�i-;. 'iv..'•''r'•!Y. ••`,.c:' -r•'� •�7:s:.n•-'•; ?i:i•t.,. ••u' •O71C stt�• .f,J,.L•ri.:,'.1.'•.J.• '•J:!i� `f:'r.•ti•;r; insurance'co. •rn: •Jit •i•. :,::• i>?•i'' � :,q. •i in•..:,,��5'. •,l;•_• .max••+,..•t: .1 r, ..t•} .j` ,1.:, - '\..l:'.:.. '��.=•!`f•: ;.;,, r'i•••��f..lii'1:.. 'nj;J :�.,' .is�•f 1 1:.-i t!•.f= ',;L•:''t,' :,:.r"' ':' ••r a ..1.'.. ••t,'.•. r .e. ari nanie:a aadrCSs:. • ,! .. "' ", ; •r•.tr - :pIIOIIE�: '�'-;�Gi 'a.,' :•,� t'�,,;z' :'.:. �i '��+—� a.0 ^h: 1, •a'. .j �.1.L:; ••T•. ..�!•.,t: ':1:>" �t'•'�' •i •}Y•. • +�,.,. +: •.1' .}. .:t; ;,::•.' •. �` t:1°. a:e+.. ',• - so- •tt ,:("iS••,. .:j'• :;i•.{ t: 'i�;••:�y -'o 't,:' ,' .i�%1'OS, :r.,,!•.! �.i, 'e: insuranc Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of eriruinalpenalties of a fine up to S1,500.00 and/or one years'jn;pr{sonme well as civil penalties in the form of a STOP WORK ORDER and a fine or$100.00 a day against me, I underita.nd that g copy of this statemen y e forwarde a ice of Investigations of the DIA for coverage verification. I do hereby ce fy un r t ai s tes perjury th 'on provided above is true and correct, ature Date Siga .� AV V60 Z " Phone'# 7: r.19 -(' Print name (9 official use only do not write in this area to be completed by city or town official city or town: pgrinAllicense# ❑Building Department . 3. ❑Licensing Board ❑-check if immediate response is required ❑Selectmen's Office DHealthDepartment contact person: pbone#; -[]Other (revved Sept 7AD3) Infornriation and Instructions. Massachusetts Gefleral Laws ch4 pter�152 section 25.requires all employers to provide workers' compensation for their. loyees� .As quoted from the la.w , an employee is.defined as every person m the service'of another under any contract ,Uv,f hire, express or imp lied; oral or written. �n employer defined as an individual,partnership, association, corporation or other legal entity, or any two or.more of he foregoing engaged in a'Joint enterprise, and including the legal representatives of a deceased,employer, or the receiver or association or other legal entity, employing employees. 'However the owner of a �r stee of an individual, partnership,. Swelling house having uovtnore than three apartments and•who resides therein, or the.oceupant of the dwelling house bf - another who employs perst)ns to do.maintenance, construction or repair work on such dwelling house or on the grounds or building gppurtenant thereto shall not because of such employment.be deemed to be:an employer. 152 section 25 also'states That'every state'or local licensing agency shall withhold the issuance or renewal / MGL chapter y pp ' of a license or permit to operate a business or to construct buildings in the.commonwealth for an a hcant who has not produced acceptable evidence'of with the insurance coverage required. Additionally, neither the ' commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work until of compliance with the insurance requirements of this chapter have been presented to the contracting acceptable evidence . authority. --------------- ,/ . Applicants Please fill in .the worlcq s' compensation affidavit completely,by checking the box that applies-to your situation.:Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the colaep .rtment•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 Accideats-. -Should you have any questions regardin�'the"'law"or if you aze 'on li lease call the Department at the numbef listed.below. required to obtain a-workers..cornpensah pp cy,p City or Towns . Please be sure that the affidavit is complete andIprinted legibly. The Deparhnent has provided a space at the bottom of the affidavit for you to fill out in the event'the Office of Investigations has.to contactyouu regarding the applicant. Please be sure to fill.in the pernntlltcens.e number.which w01 be used as a reference number. The.affidavits,may.be.returned to the Dep artment b . or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have aay 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 8t[tce of 11�esti�ttens _ • 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 7274900 ext:406 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $ 50.00 .gyp Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE _square feet x$96/sq.foot= 3 3 12'® x.0041= 35,91 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE C� square feet x$64/sq.foot= x.0041= *5 y o 5-y plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= y (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00 (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool. $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Proicost I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # MAScheck Software Version 2.01 Release 3 I I I I Checked by/Date I I TITLE: West Barnstable Builders CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 7-21-2004 PROJECT INFORMATION: 33 Crocker St Centerville, MA COMPANY INFORMATION: All Cape Insulation & Supply Inc PO Box 645 E Dennis, MA 02671 COMPLIANCE: Passes v Maximum UA = 121 Your Home 110 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 460 30.0 0.0 16 WALLS: Wood Frame, 16" O.C. 655 13.0 0.0 54 GLAZING: Windows or Doors 65 0.330 21 FLOORS: Over Unconditioned Space 410 19.0 0.0 19 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed .to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined Rnd the applicable Standard Design Conditions found in the Code. The HVipment selected to heat or cool the building shall be no greater25% of the esign load as specified in Sections 780CMR 13104. Builder/Designer Date 7 Town of Barnstable . pwgdatoxy Services $ Thomas V,Geller,Director Building DivisYon 109. Tomllerry, Building Commissioner 200 Maio Street, Sya=is:MA 02601 . - - Vr.totrn.barnstable.ta%us -- Fax; 508-790-6230 Office: 5p8`861r4038 . ::.,.*:. property Ovue Must - -. _ . . .. . _ .Complete and Sign This Section. If-Using-A Builder . Jerry Gerace T _ -- - ,as owner of the subject property . _ _ aut}10r1Ze G West Barnstable Builders hereby - • • ' . .._ matters rela tive to work uth aorized by this bunding pennit application for. :_--•..-- _ _ 33 Crocker St. , Centerville, MA - (Add ess of Job) �� _. -_ Date. Si tore o er . Jerry- Gerace -- Priat Name , r : . Tow, u of Barnstable Regulatory Services f 13 t Thomas F.Geller,Director .� 16g9' 0% Building Division t,�p Mp•{ Tom Ferry,Building Commissioner • 200 Main Street, Hyanmi MA 02601 Office: 508-852-4038 Fax; 508-790-6230 Permit uo. ' Data AFMAVIT ' ECOME 7N.LpROYEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL e.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, -improvement,remoYal,demolition,or construction of an addition to any pre-existing owrper-occupied . building containing at least one but not more than four dwelling units or to structures which are adj scent to • such residence or building b e done by registered contractors,with certain exceptions,along with other requirements, • Type of Work:/ ?� EstimAted Cost Address of Work: 3 0161C S�j Owner's Name• �5��`t"�`Z � �' ri� _�' � '�' , Date of Application:, I hereby certify that; Registration is not requized for the following reasons); []Work excluded bylaw []Job Under$1,004 ' []Building not owner-occupied []Owner pulling own permit , Notice is hereby given that; OWNERS PULLING THEIR OWN PERIM OR DEALING WITH UNREGISTERED COI`TjUCTORS FOIL APPLICABi ROME nOROYEMENT WORK A O NOT EkVZ ACCESS TO TSE ARBITRATION PRO GRAM OR GUARANTY YM ER MGL c.142A. SIGNED UNDERPEITALTIES OF PB Thereby apply for a.permit as the agent of the o er; 94087� Date Contractor Name RegistrauonNo. OR Owner's Name , I 4u HIM To: JEFF LAUZON From: Joe Madera Fax #: 50879OG250 Fax #: 508-862-6007 Company: TOWN OF BARN5TAB1-1: BUILDING Tel #: 508-86242 ) 7 5ubject: 33 CROCKEIR STREET, CENTERVI LLE Sent: 9/24/2004 at 8:50:52 AM Pages: 9 (mcliding cover) MR. LAUZON, THE ACCOMPANYING LVL DESIGNS ARE BEING FORWARDED TO YOU ON BEHALF OF WETST BARNSTABLE BUILDERS FOR 33 CROCKER STREET, CENTERVILLE. SINCERELY, JOE MADERA TOW PRO cover Page 6/T'd 82C'GN S37US A37d3HS WUST:0Z b002'b2'd3S I BOISE.- BC CALC®2003 DESIGN REPORT- US Friday,Saptamber 24,2004 08:64 Double 1 314" x 16" VERSA-LAM(g)3100 SP File Name: M Kingston_Oerace,BCC:SH01 Job Name: Gerace Description:VALLEY AT ADDITION(BOTH SIbES) Addregs: 33 Crocker Street Specifier` City,State,zip:Centerville,MA Designer Joe Madera. Customer. West Barnstable Builders Company: SHEPLEY WOOD PRODUCTS Coda reports: ICBO 5512.NER 629 Misc: 13.5 12 T" ff r ..�,• .: '�� 1 .T, I�'IiG,�eP,d'kl; ,;i��� al i�,fl. ^{1 4} �� � t, , •0 24-09-00 61 S2 d=17-96-00 1350 lbs LL 2588 lbs LL 1130 lbs DL 1956 Ibs DL o=Oo-oo-00 Total Horizontal Length-25-0"8 �e General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value nla Our. S Standard Load Simple Hip Left 00.00.00 25.05-08 Live 25 pst hta 115% Member Type: Simple Hip Dead 15 psf n/a 90% Number of Spans: 2 Left Cantilever,. Yes Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span LCication Moment 22134 ft-lbs 51.5% 115% 5 2-Internal Reiter slope: 6112 Neg,Moment -5 ft Ibs nla 90% 1 1-Right End Shear 3825 lbs 301% 115% 2 2-Right Cant,Shear 2405 lbs 19.3% 115% 2 2-Left Total Lead De% L)285(1.096') 63.31A 5 2 Live Load bail. U507(0.611 ) 47.49A 5 2 Live Load: 25 psf Total Neg.Defl. -0093" 12.6% 5 1-Right Support Dead Load: 15 psf Partition Load 0 psf Slope and Cut Length Duration: 116 End Condition Slope Facia Depth Horiz, LengtlProduct Length Disclosure Plumb Cut with Hanger to dbl.top plate 5/12 9-7/8" 25-06-08 26.09-04 The completeness and accuracy of Notes the input must be verified by anyone Design meets Code Minimum(U180)Total load deflection criteria. who would rely on the output as Design meets Code minimum(U240)live load deflection criteria. evidence of suitability for e particular application. The output Minimum bearing length for B1 is 3' above Is based upon bLildin Minimum bearing length for 32 is 1-112". above,is bated design properties Entered0splayed Horizontal Span Length(s)a Clear Span+112 min,and bearing+112 intermediate bearing code-and analysis methods. Installation Connection Diagram of BOISE engineered wood products mUst be in accordance Bolts are assumed to be Grade 5 or higher, with the current Installation Guide Member has no side loads, and the applicable building codes.To obtain an Installation Guide or if Connectors are:1l2 in,Staggered Through Bolt you have any Oue'stions,please Cali (800)232.0788 before beginning a=2' b-j - �—d product installation, b=2-1/2" 1 c=12" a BC CALC®,BC FRAMER®,SCIM, d'2C SC RIM BOARO-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUST, C VI=RSA-STRAW {{ VERSA-STUDS,ALLJOIST®and . .: AJS'rP are trademarks of Boise Cascade Corporation. Page 1 of 1 6i6'd e2E'L7FJ WU61:0 I Bose- BC CALCO 2003 DESIGN REPORT-US Friday,September 24,2004 08:84 Double 1 314' x 11 7/8 VERSA-LAND 3100 SP Fild Name: M Kingston_Gerace.BCC:RB05 Job Name. Gerace Description: RIDGE Lil SIDE OVER BEDROOMS Address: 33 Crocker Street Specifier: City,State,zip;Centerville,MA Designer: Joe Madera Customer: West Barnstable Builders Company; SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512,NER 629 Mlsc: Jo 12 ` Standard Load•30 psr 116 psf TdbJtary i 1.o3.COT— �?— 80 61 2363 lbs LL 2363 Ibs LL 1203 Ill DL 1263 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type lief. Start End Type Value Trill Dur. S Standard Load Uhl.Area Left 00-OD-00 14-00-03 Live 30 psf 11.03-00 1 i 5% Member Type: Roof Beam Dead 15 psf 11.03-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control 'Type Value %Allowable Duration Load Case Span Location Moment 12690 it-Ibs 51.9% 115% 2 1-Internal Slope: 0112 Neg.Moment 0 ft-lbs nla 100% Tributary: 11-03-00 End Shear 3113 Ibs 33.7% 115% 2 1-Left Total Load Defl. U367(0.458") 49.1% 2 1 Live Load Defi. U563(0.299') 42,7% 2 1 Live Load; 30 psf Max Defl, 0.458" 45.6% 2 1 Dead Load; 15 psf Notes Partition Load; 0 psf Desigh meets Code minimum(Il Total load defltacticn criteria. Duration: 115 Design meets Code minimum(U240)Live]cad deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure completeness and accuracy of Minimum bearing length for BO is 1-1/2". P cY Minimum bearing length for 81 is 1-1/2". the ihput must be verified by anyone Member Slope-0,consider drainage. vvho woOld rely on the output as Entered0splayed Horizontal Span Length(s)=Clear Span+1/2 min,end bearing*12 intermediate bearing evidence of suitability for a particular application. The output Connection Diagram above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are:16d Sinker Nails of BOISI=ehginsered woad products must be in accordance a w Z' b with the current Installation Guide - 4 and the applicable building codes. b-3' " To obtain an Installation Guide oh if o- a you have any questions,please call d-12 12 + (600)232-0786 before beginning 7 Product installal]oh, I C BC CALCe,BC FRAMER®, BC19, j 130 RIM BOARD'v,BC OSB RIM • -- BOAll BOISE GLULAll VERSA-LAM®,VERSA-RIM0, VERSA,PIM PLUS®, VERSA-STRAND"", VERSA-STUD®,ALLJOISTO and AJS'""are trademarks of Bolse Cascade Corperation, Page 1 of 1 6/8'd 8Z6'ON S37US ,13-1d3HS Wl t'002't72'd3S BC CALC® 2003 DESIGN REPORT - US y,September 2:4,2004 0a:54 BOISE, Friday, Triple 1 314" x 16" VERSA-LAW 3100 SP File Name: M KingstonGerace.BCC:R804 Job Name: Gerace Description: NEW ROOK BEAM IN CEILING Ar CHIMNEY Addregs: 33 Cracker Street Specifier: City,State,Zip:Cehterville,MA Designer: Joe Madera Customer: Weet Batnstabla Builders Company. SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512,NER 629 Misc. 0 12 54andard Load-25 par(19 psi-Trtbutnry Ot-00-00 _ _� f.............J Bo 81 3583 lbs LL 3583 Ibs ILL 2016 Ibs DL 2616 Ibs DL Total Horizontal Length-1440.00 General Data Load Summary version US Imperial ID Description Load Type Ref. Start End Type Valle Trib, Dur. S Standard Load Unf.Area Left OD-00.00 14-OD-00 Live 25 paf 01-00-06 116% Member Type; Roof Beam Dead 15 psf 01.00-0(i 900/0 Numbet of Spans: 1 1 Cone.Pt. Left 07.00.00 W-00.01]) Live 6816 Ibs n/a 116% Left Cantilever: No Dead 4691 Ibs n/a 90% Right Cantilever: No Controls Summary Slope: O112 Control Type Value %Allowable Duration Load Case Span LoUtion Tributary: 01-00-00 Moment 41828 ft-Ibs 64.9% 115% 2 1-Intemal Neg.Moment 0 ftrlbs n/a 100% End Shear 6114 Ibs 32.7% 115% 2 1-Left Total Load Deft, IJ505(0.333") 35.6% 2 1 Live Load: 25 psf Live Load Deft U666(0.194") 27.7% 2 1 Dead Load: 15 Psf Max Defl, 0.333" 33.3% 2 1 Partition Load: 0 psf Duration: 115 Notes Disclosure Design meets Code minimum(U180)Total load deflection criteria. the completeness and accuracy of Design meets Code minimum(U240)Live load deflection criteria. p Design meets arbitrary(1")Maximum load deflection criteria, the input must be verified by anyone Minimum bearing length for 80 is 1-112". who would rely on the output as Minimum bearing langm for 81 is 1-1/2". evidence of suitability for a Member Slope=0,consider drainage, particular application. The output EnteredlDisplayed Horizontal Span Length(s)=Clear Span*1/2 min.end bearing+112 intermediate bearing above is based upon building code-accepted design properties Connection Diagram and analysis methods. Installation Nailing schedule applies to both sides of the member. of BOISE engineered wood Member has no Side loads, products must be in accordance Concentrated loads are not considered in side load analysis. with the current Installation Gulde and the applicable building codes. Connectors are:16d Sinker Nails To obtain an Installation Guide or if you have any gUestwns,please❑all a (800)232.0788 before beginning product installation. 0=6„ Ij a _. d=12" " BC CALC®,BC FRAMER®,BCI®, a 3„ e BC RIM BOARD- BC OSB RIM BOARD-, BOISE GLULAMTM', VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, a VERSA-STRAND"" J— __ .. L:.. -1 VERSA-STUD®,ALLJOISTO and AJSn'are trademarks of b . 8013e Caacade Corporation. Page 1 of 1 l Ei�'d 82E'ON S37bS 113-1d3HS WHS t:D L b003'V2'd3S 80181E BC CALICO 2003 DESIGN REPORT US Friday,September,24,2004 08:54 Double 1 314" X 91/2"V511SA-LAMW 3100 SP File Name; M KingstorL.Gerace.BCC.RB03 Job Name: Gerace Description. RIDGE TO RIGHT OF CHIMNEY Address: 33 Crocker Street Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera Customer: West Barnstable Builders Company: SHEPLEY WOOD PRODUCTS Code reports: 1C80 5512,NER 629 Misc 12 E Standard Load-30 par 115 psf Tributary t 1.03.00, Ak e0 131 1519 Ibs LL 1519!bs LL 801 lbs bL a01 Ibs DL Total Horizontal Length-09.00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00.00.00 09-00-00 Live 30 psf 11-03-00 115% Member'rype; Roof Beam dead 15 psf 11.03-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 5220 ft-Ibs 32.5% 115% 2 1-Internal Slope: 0/12 Neg.Moment 0 ft-Ibs nla 100% Tributary: 11-03-00 End Shear 1912 Ibs 25.9% 115% 2 1-Left Total Load Deft. L/710(0.152') 25.4% 2 1 Live Load Defl. L/1084(0.1') 22.1% .2 1 Live Load: 30 psf Max Defl. 0.1521, 16.2% 2 1 Dead Load: 15 psf Notes Partition Load: 0 psf Design meets Code minimum(L/180)Total load deflection criteria. Duration. 115 Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness letehess and assures ure Minimum bearing length for 80 Is 1-112". p Y of Mlnlmum bearing length for 81 is 1-1/2". the input must be verified by anyone Member Slope o 0,Consider drainage, who would rely on the output as EnteredlDisplayed Horlachtal Span Length(s)=Clear Span+V2 min.end bearing+112 intermediate baaring evidence of suitability for a particular application. The output Connection Diagram above is based upon building Member has no side loads, code-accepted design properties and analysis methods, Installation Connectors are:1Ed Sinker Nails of BOISE ehg!heered wood products must be in accordance0( with the current Instalation Guide b=T, �b} �- and the applicable building codes. c=6-�12, , i3 I To obtain ah Installation Guide or!f d-12" you have any questions,please call j (800)232.0788 before beginning product installation. C SC CALCO,BC FRAMER®,BCI®, BC RIM SOARDT" SC OSR RIM 13OAKON,BOISE GLULAM?m, 1 VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOIS70 and AJ5Im are trademarks of Boise Cascade Corporation. Page 1 of 1 6i9'd 82F'UN S37US A37a3HS WH2 L:0 L b002't,2'd38 I Boise, BC CALCIA 2003 DESIGN RSPQRT - US Friday,Sepiember 24,2004 08:54 Double 1 314"x 16" VERSA-LAM@ 3100 SP File Name: M Kingston��Gerace.BCC:R202 Job Name: Geraoe Description:RIDGE OVER VAULTED APEALEFTOP CHIMNEY Address: 33 Crocker Street Specifier: City State,zip:CenlerVille,MA Designer .toe Madera Customer: West Barnstable guilders Company: SHEPLEY WOOD PRODUCTS Code reports iCBO 5512,NER 629 Misc: Connection Diagram Member has no side loads. Concentrated loads are not considered In side load analysis. Connectors are:16d Sinker Nails b_3; —d -4 co6'1 d=12" rt— —. I i a Page 2 of 2 6'S'd KE'CH S37bS .13763HS WbZT:01 t'003'V2'63S i BOISE" BC CALL®2003 DESIGN REPORT - US Friday,September 24,2004 08:54 Double 1 3/4" x 16" VERSA-LAM(g)3100 SP File Name: M Kingaton_Gerace.BCC.RS02 Job Name: Gerace Description:RIDGE OVER VAUITEDAREA LEFT OF CHIMNFY Address- 33 Crocker Street Specifier City,State,Zip:Centerville,MA Designer: Joe Madera Customer. West Barnstable Suildera Company: SHEPLEY WOOD PRODUCTS Code reports: 1C80 SS12,NER 629 M16c: 0 12 s.; 1ILTILI T4_71T - - 3 Standard Load.-25 psf i 16 psf T,tlbutary(' 1 --- - so ei 3571 Ibs LL 6816 Ibs LL 2207 Ibs DL 4621 Ibs DL Total Horizontal Length-15.C6.00 General Data Load Summary Version, US Imperial ID Description Load Type Ref, Start End Type Value Trib. Dur. S Standard Load Unf,Area Left 00-00-00 16-06-00 Live 25 psf 01-00-00 1151A Member Type: Roof Ream Dead 15 psf 01-00-00 901/0 ` Number of Spans: 1 1 Trapezoidal Left 03-00-00 Live 345 plf n/a 115% Left Cantilever: No 12-06.00 Live 106 plf n/a 116% Right Cantilever No 03.00-00 Dead 175 plf Ma 90% 12-03.00 Dead 53 plf n/a 90% Slope: 0112 2 Unf.Area Left 0040-00 03 0-00 Live 30 psf 11-03.00 115% Tributary: 01-00-00 Dead 15 psf 11-03-00 90% 3 Trapezoidal Left 12-06-CO Live 105 plf n/a 115% 15-06-00 Live 195 plf n/a 1151/6 12-06.00 Dead 53 pif n/a 901/0 Lire Load, 25 psf 15.06-00 Dead 98 plf n/a 90% Dead Load: 15 psf 4 valley left Cone.Pt, Left 12-08-00 12-06.00 Live 1350 Ibs, n/a 115% Partition Load: 0 psf Dead 1130 Ibe n/a 90% Duration: 115 5 valley right Conc.Pt. Left 12.06.00 12-08.00 Llve 1350 Ibs n/a 115% Dead 1130lbs n/a 90% Disclosure 6 ridge over additiConc.Pt, Left 12.06-00 12-06.00 Live 3700 Ibs n/a 115% The completeness and accuracy of Dead 2346 Ibs n/a sova the input must be verified by anyone who would rely on the output as Controls$umrnary evidence of suitability for a Control Type Value %Allowable Duration Load Casa Span Location particular application. The output Moment 33149 ft lbs 77.1% 115% 2 1-Internal above is based upon building Neg.Moment 0 it-Ibs n/a 100% code-accepted design properties End Shear 11072 Ibs 88.9% 115% 2 1-Right and analysis methods. Installation Total load Deft. U332(0,56") 54.2% 2 1 of BOISE engineered wood Live Load Defl. U552(0,337") 43,5% 2 1 products must be in accordance Max Dell. 0,56" 56,00/0 2 1. wifh the current Installation Guide and the applicable building codes. Notes To obtain an Installation Guide or if Design meets Code minimum(1.1180)Total load deflection criteria you have any questions,please call Design meets Code minimum(L/240)Live load deflection criteria. (600)232.0788 before beginning Design meets arbitrary(1")Maximum load deflection criteria.. product Installation. Minimum bearing length for 60 Is 2", BC CALC®,BC FRAMERS,BCI®, Minimum bearing length for B1 Is 3-718". BC RIM gOAl OS SS R 01 Member Slope=0,consider drainage. BOARD'"' BOISE GLUL EnteredrDisplayed Horizontal Span Length(s)=Claw Span+112 min.end bearing+112 Intermediate bearing VERSA-LAM®,VEkSA-RIPM0, VERSA-RIM PLUSS, VERSA-STRAND^", VERSA-STUD®,ALLJOISTO and AJST"are tradamarks of Boise Cascade Corporation. Page 1 of 2 E/t7'd e2S'ON S37bS A3-c!31IS WI✓S L:01 V002'V2'd3S SC CALCO 2003 DESIGN REPORT -US Friday, Septamber 24,2004 011 Triple 1 3/4" x 16" VERSA-LAM®3100 SP File Nsme: M Kingstcn_Gerace,BCC:RB01 Job Name; Gerace Description:RIDGE OVER ADDITION Address: 33 Crocker Street Specifoac City.State,Zip:Centerville, MA Designer. Joe Madera Custoner: West Barnstable Builders Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512,NER 629 Misc.: �a 12 ZE —.� 1 T T L_37 --- ! Load >ar 15 sf Tftu! 12.00.00- S andard Laa_ p I , P -N - �___ so B1 4625 Ibs LL 3700 lbs LL 2809 ibs DL 2346 Ibs DL Total Horizontal Length-18.06.00 General Data Load Summary Version: US Imperial ID Description Load Type iZef. Start End Typo Value Trlb, Dur. S Standard Load Unf.Area Left 00-00-00 18-06.00 Live 25 psf 12-011 115% Member Tye: Roof Beam Dead 15 psf 12.00.00 90% Number of Spans: 1 1 Trapezoidal . Left 00-00-00 Live 300 plf n/a 1150/0 Left Cantilever: No 13.06.00 Live 0 plf nta 115% Right Cantilever: No 00.00-CO Dead 150 plf n/a 90% 1 g-06-00 Dead 0 pif n/a 93% Slope: 0/12 Tributary: 12-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 31254 ft-Ibs 46.5% 115% 2 1-Internal Neg.Moment 0 it-lbs Na 100% Live Load: 25 psf End Shear 6166 Ibs 33.0% 115% 2 1-Left Dead Load: 15 psf Total Load Dell. U414(0,536") 43,5% 2 1 Partition Load: 0 psf Live Load Deft. U671(0,331") 35,6% 2 1 Duration: 115 Max Defl. 0.5361, 53.6% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(L/180)Total load deflection criteria, the input must be verified by anyone Design meets Code minimum(LJ240)Live load deflection criteria, who would rely an the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is partieularapplication, The output Minimum bearing length for B1 is 1-1/2". above is based upon building Member Slope-0,consider drainage. code-accepted design properties EnteredrDisplayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and analysis m®!hods. Installation of BOISE engineered wood Connection Diagram products must be In accordance Nalling schedule applies to both sides of the member, with the current Installation Guide Metnbor has no side loads. and the applicable building codes. To obtain an Installation Guide or if Connectors are: 16d Sihker Nalls you have any questions,please call (e00)232.078B before beginning a—2" e product installation. b=3" BC CALCO,SC FRAMERO,13C10, d 12" T BC RIM SOARDr",SO OSB RIM BOARD", 301SE GLULAM?m. e-3' "' VERSA-LAM0,VERSA-RIM®, VERSA-RIM PLUSO), VERSA-STRAND+, VERSA-STU DO,ALLJOIST®and AJS"l are trademarks of Boise Cascade Corporation, b r Page 1 of 1 ` E%✓'d KE'ON S37bS J,3d3HS Wb9L:©T b003't?3'd3S i ;SE, BC CALL®2003 DESIGN REPORT -US Friday,September 24,2004 08:5+4 BO Double 1 314" X 11 718"VERSA-LAWS)3100 SP File Name: M Kingston Gerace.BCC:F602 Job Name; Gerace Description:BEAM AT NEW OPENING Addre9s; 33 Crocker Street Specifier. City,State,Zip:Centerville,MA Designer. Joe Madera Customer: West Barnstable Builders Company: SHEPI,EY WOOD PRODUCTS Code reports: IC80 5512,NER 629 Misc: Standard Load•30 par 110 Per TtlbUtary 03.o8•oD AL B0 B1 1260 Ibs LL 1260 Ibs LL 955 lbs DL 955 lbs OL Total Horizontal Length-12-00-00 General Data Load Summary Verelon: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Uhf.Area Left 00-OD-00 12-00-OD Live 30 psf 03-06-00 100% Member Type: Floor Beam Dead 10 psi 03-06-00 90% Number of Spans: 1 1 wall Unf,Lin. left ONOD-00 12-00-00 Live 0 pit n/a 90% Left Cantilever: No Dead 60 plf nla 90% Right Cantilever: No 2 roof Unf.Area Left 00.00-00 12-00.00 Live 30 Psi 03-06-D0 116% Dead 15 psi 03-06-00 90% Slope: 0112 Tributary: 03-06.00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 6646 ft-lbs 27.2% 115% 3 1-Internal Neg.Moment 0 ft-Ibs n1a 1001/0 Live Load: 30 psf End Shear 1850 Ibs 20.0% 115% 3 1 -Left Dead Load: 10 psi Total Load Dot. U817(0,176") 29.4% 3 1 Partition Load; 0 psi Live Load Dafl, U1438(0.1") 25.1% 3 1 Duration: 100 Max Detl, 0.176" 17.6% 3 1 Disclosure Notes The completeness and accuracy of Design masts Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Rive load deflection criteria, who would rely on the output as Design meets arbitrary(1")Maximum load deflection criterla, evidence of suitability for a Minimum bearing length for BO is 1-1/211. particular application. The output Minimum bearing length for 51 is 1-1/2 above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+112 intermediate bearing code-accepted design properties and analysis methods, installation Connection Diagram of BOISE engineered wood Member has no side loads. products must be in aocordence with the current Installatloh Guide Connectors are; 16d Sinker Nails and the applicable building codes. To obtain an lnstailatlon Guide or if you have any questions,please call b 3„ 11 21' �b CI— (800)232-0788 before beginning c=7.718" a product installation. d=12" , BC CALCO,SC FRAMER®, 8CIG, SC RIM BOARD"",eC OSS RIM C BOARD"" BOISEGLULAM-, VERSA-LAMM,VERSA-RIM®, ` VERSA-RIM PLUS0, VERSA-STRANDtPd. VERSA-STUDO,ALLJO[STO and AJS-are trademarks of Boise Cascade Corporation. Page 1 of 1 6/2'd 82E'CH S37bS A37d3HS WHS T:O T Vee2'b3'd3S From:Joe Madera 508.832-6007 To:JEFF LAUZON Date:9/24/2004 Time:6:29:46 AM Page 1 of 9 Ora) i u i 1 I id'I l i i F 1 r°n 1-i i -I I _ i i I �tl �I!I it IIi ! i��? 15' i I I'') I I �' ' i i iz..,�.i !.i_I I I �� i L! �.I To: JEFF LAUZON From; Joe Madera Fax #: 508790G230 Fax #: 508-8G2-G007 Company: TOWN OF BAKNSTABLE BUILDING Tel #: 508-8G2-G21 7 Subject: 33 CROCKER STREET, CENTERVILLE Sent: 9/24/2004 at 8:29:44 AM ?ages: 9 (including cover) MR. LAUZON, THE ACCOMPANYING LVL DESIGNS ARE BEING FORWARDED TO YOU ON BEHALF OF WETST BARNSTABLE BUILDERS FOR 33 CROCKER STREET, CENTERVILLE. m ax PRO Cover Page ' From:Joe Madera 508-852-8007 To:JEFF LAUZON Date:9/24/2004 Time:829�46 AM Page 3 of 9 ism BC CALCQ 2003 DESIGN REPORT - US Friday,September 24,2004 08:19 Double 1 3/4" x 11 7/8"VERSA-LAM(g)3100 SP File Name: M Kinaston Gerace.BCC:RB05 Job Name: Gerace Description: RIDGE LEFT SIDE OVER BEDROOMS Address: 33 Crocker Street Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera Customer: West Barnstable Builders Company: SHEPLEY WOOD PRODUCTS Code reports: ICSO 5512, NER 629 Misc. 0 12 Standard Load-30 psf i 15 psf Tributary 11-03-00 AL Ak BO B1 23631bs LL 2363 Ibs LL 1263 Ibs OL 1263 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 30 psf 11-03-00 115% Member Type: Root Beam Dead 15 psf 11-03-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 12690 ft-Ibs 51.9% 115% 2 1 -Internal Slope: 0112 Neg.Moment 0 ft-Ibs n1a 100% Tributary: 11-03-00 End Shear 3113lbs 33.7% 115% 2 1 -Left Total Load Defl. L/367(0.458") 49.1% 2 1 Live Load Defl. L/563(0.299") 42.7% 2 1 Live Load: 30 psf Max Defl. 0.458" 45.8% 2 1 Dead Load: 15 psf Notes Partition Load: 0 psf Design meets Code minimum(L/180)Total load deflection criteria. Duration: 116 Design meets Code minimum(L/240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for 80 is 1-112". The completeness and accuracy of Minimum bearing length for B1 is 1-112". the input must be verified by anyone Member Slope=0,consider drainage. who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output Connection Diagram above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are: 16d Sinker Nails of BOISE engineered wood products must in accordance a=2„ d with the current Installation Guide b=3„ b; and the applicable building codes. /8" a To obtain an Installation Guide or if d=o=7-7-7 you have any questions,please call T (800)232-0788 before beginning product installation. C % BC CA.LCS,BC FRAMER®,BCI®, BC RIM BCARDTM,BC OSB RIM L BOARDT11 BCISE GLULAMTM \ VERSA-LAMS,VERSA-RIM®, I VERSA-RIM PLUS®, VERSA-STRANDT"', VERSA-STUD®,ALLJOIST®and AJST"°are trademarks of Boise Cascade Corporation. Page 1 of 1 f From:Joe Madera 508-862-6007 To:JEFF LAUZON Date:9/24/2004 Time:8:29:46 AM i Page 2 of 9 BC CALL® 2003 DESIGN REPORT -US Friday,September 24,2004 08:19 Double 1 3/4" x 16" VERSA-LAMS 3100 SP File Name: M Kingston_Gerace.BCC:SH01 Job Name: Gerace Description:VALLEY AT ADDITION(BOTH SIDES) Address: 33 Crocker Street Specifier: City,State,Zip: Centerville,MA Designer: Joe Madera Customer: West Barnstable Builders Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512.NER 629 Misc: ' _' 13.5 12 _�-MTTT� L _ •OsV 24-09-00 ° 1311 B2 d=17-06.00 1350 Ibs L! 2588 Ibs LL 1130lbs DL 1956lbs DL o=DO-06.00 Total Horizontal Length-25-05-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value n/a Dur. S Standard Load Simple Hip Left 00-00-00 25-05-08 Live 25 psf n/a 115% Member Type: Simple Hip Dead 15 psf n/a 90% Number of Spans: 2 Left Cantilever: Yes Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 22134 ft-Ibs. 51.5% 115% 5 2-Internal Rafter Slope: 5112 Neg.Moment -5 ft-Ibs n/a 90% 1 1 -Right End Shear 3825 Ibs 30.7% 115% 2 2-Right Cont.Shear 2405 Ibs 19.3% 115% 2 2-Left Total Load Defl. L/285(1 088") 63.3% 5 2 Live Load Defl. L/507(0 611") 47.4% 5 2 Live Load: 25 psf Total Neg.Deft. -0.093" 12.5% 5 1-Right Support Dead Load: 15 psf Partition Load: 0 psi Slope and Cut Length Duration: 116 End Condition Slope Facia Depth Horiz. Length Product Length Disclosure Plumb Cut with Hanger to dbl.top plate 6/12 9-7/8" 25-05-08 26-09-04 The completeness and accuracy of Notes the input must be verified by anyone Design meets Code minimum(Ll180)Total load deflection criteria. who would rely on the output as Design meets Code minimum(LI240)Live load deflection criteria. evidence of suitability for a Minimum bearing length for B1 is 3". particular application. The output Minimum bearing length for B2 is 1-112". above is based upon building Enlered/Displayed Horizontal Span Lengths)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation of BOISE engineered wood Connection Diagram products must be in accordance Bolts are assumed to be Grade 5 or higher. with the current Installation Guide Member has no side loads. and the applicable building codes. To obtain an Installation Guide or if Connectors are: 1/2 in.Staggered Through Bolt you have any questions,please call (800)232-0788 before beginning a=2" b d- productinstatation. b=2-1/2" c=12" BC CALCO, BC FRAMER®,BCIe, d=24" a BC RIM BCARD TM,BC OSB RIM BOARD BOISE GLULAMT"', VERSA-L.AM®,VERSA-RIM®, j VERSA-RIM PLUS®, C VERSA-STRANDT"', VERSA-STUDS,ALLJOISTO and AJST"'are trademarks of Boise Cascade Corporation. E Page 1 of 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' 1 Map Z 1 3 y' • Parcel 8 Permit# Health Division / - y l , �, J Date Issued �i Conservation Division. S, �� O Fee �2�Uo le Tax Collector 94 a -�°`l � r f Treasurer �'/�z Z eo y' Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address ` C� � - Village 4L4_-,-N-T6 gN LUC-- Owner Address 2)�) GAG -�- Telephone Permit Request `F<--s,,e <a-z� i O`- 1 X 1 `7 ��.c� �I 0 LsW,M o&62 Ill 0 DIET Square feWi 1 st floor: existing proposed�— 2nd floor: existing proposed Total new) g Valuation a� Zoning District Flood Plain Groundwater Overlay � g Y Construction Type J Lot Size 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: Cl 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 � I Air: Central Y A ❑ es XN o Fireplaces: Existing nl O New Existing wood/coal stove: ❑Yes UNo Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION ' Name Telephone Number-i�42�93 O on ,. Address14� f)V- License# U �-O G(c/ ,U C,- O l's 3 a- Home Improvement Contractor# /.a cz) (� g Worker's Compensation# 35 LO-6C �-- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE a t FOR OFFICIAL USE ONLY ! f , PERMIT NO. DATE ISSUED r MAP/PARCEL NO. -� `- ADDRESS VILLAGE y r. OWNER �. DATE OF INSPECTION FOUNDATION f " FRAME x - INSULATION FIREPLACE r _..- F. t ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL , GAS: ROUGH FINAL - 4' FINAL BUILDING 1 Fyn«..• S;` . F ,t DATE CLOSED OUT ASSOCIATION PLAN NO. t t i { a r 7 �•r, • p �Dp Op , rY 2 55..LL..r. ... �a h 3 s'M k n c�1A +° AS ,3�14 7 A SS r1414 6 - { ASS. ,'152 s'F oysD.�, I '" RES. ZONE" "RC" Tilts MORTGAGE INSPECTIO'77N i'lan ;s For FLOUR ZONL' "C" TO WN: -BAf?l!'1V' Benk Use On1v '` ----- REGISTRY OWNER: _TQBEh'TDEED REF: -67�0��87-- -_.._.. .... EUYER: --- DATE: IQ/D�9 __-- _ PLAN REF: _��. 93 ------- - - ---- ---- -_,----SCALE:I' = 40 I HEREBY CERTIFY TO [�Uli'TSr61�L�����(?�',Q,Si' � --- ---- _ �T. THAT THE; BUILDING — SYkOFMq� YANI{EE SUR1�G1' SHOWN ON THIS PLAN 13 LOCATED ON THE GROUND AS ��y CONSULT ANTS SHOWN AND THAT ITS POSITION b0L5 __. PAULA TO THE ZONING LAW SETBACK 017' THF.. MERITIlrW t� �1.0H (StJ17'E I) TOWN Or G,AI2I+� '7 L3Ij'--- No. THAT N LNI)USTRY hOAD IT DOES-_!NM_ LIE WITHIN THE SPECIAL FLOOD HAZARD � MARS1'ONS MILLS, MA. 026 i8 AREA AS SHOWN ON THE Ii,L).D. kfA'P DATI?:1)__.8/�9iQ,�__ �`f�s,c`? TEL, 425-0055 Y.Corr unit —Pa fd ?50001 0015 C �9�osUENE�r�� FAX. 420-5553 _ TIIIS [ILAN NO'r MADE FROM A '' NSTRUMLN'I' SURVEY NOT TO 13E USFO FOR FI,.:NM.;, r.-rc 17i15 T�I'tJHGIr':F,Gi TPAF TA 'aa I ITN =iwnHA NInS"1T?I=1 H NHnr J.aNHni IH wnN I GERACE CC-NTMi( M ®Z Z- E , O P Ft 4'S.t y d AN cr .._ .; ... _....... '• a �� i..� i� _.fit? i...... .. 17 . , . .. i r � �? " ' LAYOUT FLANSWALL SECTIONS EXI5TING BUILDING t r ( C , AN Rl 96.75' ,� �� 96.75' o (MAX) 57" 57 (MAX) , r r 57" 57" _ r o a 5TUD10 510E.WALL(A) 5TUD10 SIDE WALL(C) DM — 57"x78"D 57 x78'D L2 OtO ll ! B WALL A55EMPLY DETAILSlof UDIO FLOO� ANRPL �. y�L' ALUM.PANEL HANGER 0 (NOT}T0-5 Lt) i f CONNECTS TO WALL 5TUD5 .F V C� OR ROOF RAFTERS , V k r y a 96.75' ' SEE ALLOWABLE LOAQ �' 'e?. ' (M ) 57"— TABLE FOR PANEL 51ZE5 . ? MINIMUM SLOPE 1:12r° GUTTER FASCIA APER SUPPORT BEAM 5TU010 FRONT WALL(13) TRANSOM(OPTIONAL) ALUM.SLIDING ALLOWABLE LIVE LOAD TABLE FOK 11 FT. f ANEL WITH 10 FT.OK LE55 5f AN DOOR OR WwDow — 20 P5F 25 P5F 30 P5F Iko P5F 45 P5F 50 F5 T55 P5F 60 PSF 3"HC '3"HC 3 HC 3'HC YHC— 3"HC 3"HC_ 3"HC+H 3 HC,H ' TEMPEP.ED GLA55 c • 4': EP5+H; SLIDING DOOR ON SILT ° 4 3'EPS+H 3"EPS+H ,�3 EPS'+H 3"EPS+H 3'EPS+H_ 3"EPS+H 3"EPS+H 4.5"EPS+H 5, ,. ' s ' q� & - SECTION WITH POOP, �' FLOOR CHANNEL `r �t OTE 3 FOK 5TUD10 CON5TKUCTION � f'Ca ti 1.STRUCTURAL MEMBER5'5HALL COMPRISE 4.WIND LOA05--20 POF 10.ABBREVIATIONS F " +- FOR 80 MPH EXPOSURE A,B,C D DOOR DECK/SLAB 6063 T6 ALUMINUM EXTRUSIONS PROVIDED DM DOOR Iv1U410N 0 ti 5.DEAD LOAD5=5 P5F �.. TYPICAL 5TUWI0�SECTION BY CRAFT BI!M'NUFACTURING COMPANY. W WINDOWS, eue;tnunpr 6.DOOR AND WINDOW LOCATIONS WM�.WINDOW MULLION ° ew "<<. gz NOT TO SCALE 2.ALLOWABLE LOAD5 ARE BA5ED UPON ,, c N hq r> �+ ; " ARE INTERCHANGEABLE.' U .F(KA NNEL �` "°• "q �� 1 THE L`E550ROF THE ULTIMATE LOAD/2.5 `� •.,r `_ �n. OR THE LOAD AT 5PAN/120. 7.GLA55 KNEE WALLS ARE HC='HONEYCOMB PANELS � � — CRAIG` �y INTERCHANGEABLE WITH PANELS. EP5=POLYSTYRENE PANELS ' t Pk SOT' JOHN :m CONTRACTOR. 3.HC/EP5 REFERS TO CRAFT BIL7 STRUCTURAL Joss PANELS WITH ALUMINUM SKINS BONDED TO 8:WIDTH OF B-WALL MAY VARY PER H=THERMALLY-BROKENm.ass DOOR/WINDOW LAYOUT UPTO 24FT ALUM H-5TIFFENER r1 1 CHA G d o: 10''0 x 10 2 HONEYCOMB/POLYSTYRENE CORES(3 4)/ .z' 0/H=OVERHANG JOSS 90 ��c �. a 9.AUTHORIZED FOR BETTERLIVING i - 5TUD10 ENCL05UKE AND 6"THICKNESSES.). P5F=POUNDS/50.FOOT P ` DEALER USE ONLY. . n032n f R/y'Qpl }�p�j��E . DWG NO.: r ADJACENT PANELS ARE CONNECTED U�5IING P=PANEL n `","tatt�ii,•"'�` em5o tOxlo.aWg 6EN EKAL L`AYOU'T VINYL CLEATS OR Ho FT=FEET SCALE:1"—5D' ALUM.=ALUMINUM w ? \Srr�yp DATE:11/27/2000 tt Lz r ' - z OR'�'y'�•ZGi� 02 UM niJ �� �..i... :��r crx -s: .�._..�e...��.�s. � _ .........�._....... �..-.......:..r- =.a..+� - �.c:.:s..a . -•;�..a --_...�..._Qu^ .� c -_..._..... '-- -.-.._..(�,- D r'I- wu1 R.S i0 e:1SLr� ti-!at .ii o lne!flas>aCIiT_S __� St3:- Buildji-Code (730 ._'��,) lncl- .des pro' o ho ses and OL'Se ddnitlOrS i�ieet energy eIF]ClenCy 3tandardS. 1I11S SL1071�`l�rl`3l CO1�iStJ?���R 1;`i O?.: A'110, 1S 10 be pled a5 OSt Of*ii,� DU114IP.g DCrtillt api)11:.a ion Wi1Ci7 a Dll11Q� �COA`3C Oi 0: R0 190AM.te., Const7aCtln?JIr Stall 1izl' a hou,s�add tl'On •�'itl vtry tar,ge perCent??e 01. giaSS 10 Op?gll�Wall, sttks t0 utilize a t „\ ,> " an exlsting I-ouse (/80 C?��, SDeCIal -rlergy c*mse�i da_loi? ^7`lOil OD=10i1 Ji _i]ili00ii1 aa�liiO:S !0 L :�neiidi� J, Se ioi7 Ji.12.3.1). a o e �T11is :ORr is not jien6td to --vent selectjng a OI an'✓ SiZC, CO ilgtlr't101, Orl�ii{atj4i? Oi- Oi CO7St-_CtlOn Gr pnr'C�ni �l?=1'v D `is=�Cl IS O-IY - ' aSS1St i]U ileo - DBCOuIli)7 EWa-,t OI So-1e OI t'Ile ii17'Ji`-]i '1e+ y Cv^i1SCi r'=`i011 ��Q VC3i= CO__0i GO Si 1C'at?Oi" ir!vOi'',C� i1 s9!'C.ing rr:- __iii�-'� i tii0'Ota� - P_� CO CCIlOIl O St ilrOO l' S?-UCr i -s i0 r3s;_' ::_7?1 ✓1'_]di ?S -7?Y C0- O3 c'� C 1Cr y i il�r' !11C i"r? radiation COOiiit' O iiG plain IlO`�S� a1 1SS� S L1..' `_':) '?riCOil Lr'.J_. 1 SO;_. 'ain Ur O =t )i ..� _ p - lOn i _ t1-. ^^- " tOp1: d p1G'd1 1S a non-qui-e`d OD':i-�I]u�s !h .+_ vJ_IJ tl tlCll O:]�1n Jt�tta-11711 p21,.�- =7✓___J _ _ ✓_ `]ro`.^_''1_1Gt aTQ �f_J��' _ tp - CO Sld�rc'?0 S i%�L d i]°7 Oi i 'r T.aV aj C0-PSI- D'IO`' �^ CU 5 lIC_! ff/i S-11i z Sll'liUO 7 li '_S i D�'ii1GDd`d tli8i GJSI T!CiS G?�Ca Iaj Ci%)� r u�C_t ODt10R5 ✓iR =GC__ dCS J Ltntia _y coP_S1i_i ptiU� andlOr 0'?st 0 7C.i i11�i1dC; Or CO]iiacto-,` IJ 0i Ci i0 F 1IT IM?ZC 70`, ' 1 C)Ci t a'l jr Or ia'drv)�llz]S.t0 L Z?rid ihGO:TliOi`t 1S.SllCS- Tr 8lditlO?, i7G qua1:T.)c?,!1o]S and r�7�JTaflOil 0i._ira COT10 ?'e� r-nD, o ant,CUi sIderat101IS: P-i nD UCT DESIGN CO;N'SI E A J.TOI S RELATED^D TO • Solar Or.-.ntation and 11;n fura I Ty7=.of G1aAzi;I Insulating iraille Solar Feat ~•=2iII � .�tI'aZiIC II11fCr2aIS _ m GI LZ.I-II' 10 Ir81i1C S^^^1i22o ^IIC� �2Si:CiIZ)e i:.?4`r2a!S/ Se21 C1Lii?TDIIiiy a7t1/0I ?v Da_hi fir liv ra_-_l__." Adequate vcnfllation - Opemble windo,�,s ans fans Applied S122dinc, Syste.—as ins Nation ie�el in f10Gt�, 1t3, and CCiliII'S o i ossible Sunroom-isolationfI onn the immn I10-se Via. a vvall and/or d�Or or slider j,Sj,C.n tit); aiiV J,r-t-c..Lttvu J- .�ii il..i•.'.il l:J', L.�'J r1117_ Bit 11 VVLl Il .Ji,.t�Jrrrt�r:'�CIiI).0i�'ICC1�Zi].Cnt T • ?1f2SS?C7"S�- 3 J`'-3te ,3Ji]1j z;ng Cod— Q9';o ! J1.1.2.3.1, r�g'?ireS i_,2i tiles aCt?a1 7rG7 it 0 ✓R<-.(ROt e p O R. ' Cil`. Or(r�;irGSeiliatI i%C) aCril]0'J✓]r t��C r C^IDt OI tl]iS COi:Slir✓ �I-N OIWLkTIO Z 1 Ox M prior to w �rS7, t tl) t l ]C117 1eS 1tSLth'room, " additions to aR _Y_1st,l Or reslden, ?-1 is3uanc� O.L a Bujlding Permit ,or a project , aCCo Cai1Ce l t.11> �Ll, 71 i?t, ]a rd Oy n t !2Ow >dg> ��]C .a" oa r COli77OFT 2i]J e�'r _oPS + 'a`1_j, ��' ^, ir'TO71171 _-1 Jll iil tills J0C1=i 'p jiZra u7er 07 :/ ,a L•�i.�iJiT� �'J✓ii:i lip`_ 1/7 56� - .le., S 17 (�irr..er'' �..d` _S> (li dlil�er i]i tii'.11 pi'OJs O'�?t10';]� OJ✓Der'S .�lepYlOr�it ,' Dom' • 1 The Town of B arnstable 9q, "& Regulatory Services SECS Thomas F. Geiler, Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: stimated Cost /0. Q O Address of Work: Owner's Name: a` Date of Application: �z" I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law []Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the caner: a aJ I - o I A�a - I Z� S r Date Con for Name Registration No. OR Date Owner's Name glorms:Affidav The Commonwealth of Massachusetts -rNE Department of Industrial Accidents z' ', ,� � � = OJfllce otlaYestl�alloos _ 600 Washington Street .....-c f Boston,Mass 02111 Workers' Co m ensation Insurance Afridavit name: location: city hone# ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one worlang in aav cavacitv rl m an employer providing workers' compensation for my employeesworking on this job. : >:-:.>:->::::. ...... .................... ;:: :. . ..:.:::...:;t. .. :: ....... . .......................................:.:::................... ..................... .................. .:..::..:::..;:.....: X. ansurance:ca :.:.::.''>:!>':;::.:.;:<:>';>;;"->::>::>> <:::<;:::::>< olicv#. . :. .,. . :. ❑ I am a sole proprietor,general contractor, or homeowner(circle one and have hired the contractors listed below who have the following workers' compensation polices:....................... i om an :name ::..:.: Xx .................................. ;.. ::..... :. :. t�ddtiess::.:...:.;. ............ .................................................................... ......................,.. ......... ..:•:..., ......., ... ........:::•.::::::.:.........:..........::::::.:::•::•........................::•:•:-::::-:-.�:::.�:::::•:.:.•. .::.�::.:::::::.�::+•::•::::.:%,}:::.•:::::::::::::.,,-::::.,•.,.h,.....,r..:•w..... ..?•:.. � ..................................... ii%???{J::•}%:J;}};:{v}}i};;}:sill}:J}!}}ii:??Jii:{<YYC:Y:�:. :w::}:}•.�:?J::4::•}:J.v::w:::}::?•::?v:::J:.�:}:???{•.v}:•}}%??v:.v:4}:4:::.:�}i}::•.v:{•}:•i:ti4}•:n..:....:::::x::::::::•.v:::::... Ki .............. ...........................:...:•.�.�::w:::::::v::.�::::::::::::}::.}}}:•:is4:{•i:t{n}:•}:+}:i.'i:i::::.v:::::v:.n.v,v:.v+:..J.................v„ v%i::•}:•}:=?•}:J}}:::::v.�.v:::.vw::::::::::.. n....................... ..... w. .: r. ....................v....r.:}};.:....:::}}:........?•`.•.....{v..:.... }.•:.�::}:�-:::?•:•:::::::.....v{.};v::.;�--...-• tt:}:!iYj;:;:_I ..T:v ........r........... ......................... .................n....♦..{+t,.v....,..vS......::•.v.:.:....... :.:•:.�::::v.:v:.v:.�nv.v:.J:.v:.:�:::::.tw::{::v.YC{•Sri:ri?;}`:4}}wtwn}nrnJ?:.::!t!v'+: "I : ;::::: address..:.:. _..._ _.. X. :.. tl .. D K :{{CJ:{:}y:;:};•},:.}}:J}:?:iT}'rY.{4:•Y•}:•ii::•}ri:4i::sail:`:Jii:•}:�i::i}:r:{•:;}iii:ii::i•:-:�i:: ?•%:r: v::k: : i:>�:v?ii:ii}sill'i::i'vY�::�i::{�::is{:';';:!?:{•::J::.}vx::?::::n;w:.}•.�:::.................:w:: :v.}v:::n}:•v: ::•\... ........... ................................ :?si:?.....'•+:}?!?•:}i}}iii}i:'}}:;{{•:fi:{??•_:i}i}}::?ih::}sills'r}:fiiiiii:vS}? iiT::J:::iiiiiiiiiii?i'>:'`}:' �.. MIA Fa0ure to secure coverage as required under Section 25A of MGL 152 can lead to the impoilim of crhubW penalties of:fine up to 51,500.00 and/or one years'imprisonment as well as dva penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against um I understand that a copy of thk statement may be forwarded to the Office of Investigations of the DU for coverage verification. I do hereby certify under the Imv and of perjury that the information provided abow is&w.and coned Sigoatnte s174�ef Date ��\6 , (oi,ncid:nt.name1 �— Phone# � only do not write in this area to be completed by city or town official ty or town: perm"ceme# ECO:F Department g Board check ifimmediate response is required n's Office epartment ntact person: phone#; orand 9195 P)A) t Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law"', 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 o. trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renews of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall eater 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 4 Please fill in the workers compensation affidavit completely,by checking the box that applies to your situation and f supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurancecoverage. Also be sure to sign ands " x 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. 'Y Y City or Towns 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 perant/licease number which will be used as a reference number. The affidavits may be returned io the Department bymail or FAX unless other arrangements have been made. The Office of lnvestigations would line to thank you in advance for you 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 gttice of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number. CS 070998 N. Expires:02/20/2003 Tr.no: 7227 Restricted To: I ANDREW T MALONE 41 WASHINGTON ST#2, NATICK, MA 01760 Administrator 0i O F A M E R I C A A Ureerhrnse ForYourSoul. 100 Otis Street•Northboro,MA 01532•Phone(508)393-0400•Fax(508)393-0340 visit us at:www.pati6s.com HOME IMPROVEMENT CONTRACTOR LICENSE HOME WROUMENT CONTRACTOR �— ��i Regzstratioa- h�—. _ I.yNe, pr; ai e Cot PAIIO ROOMS OF BOS'.OP,.rr RMDRTE MALORE ADMINISTR9107, NI RTNGOROUG MA 6l`32 CONSTRUCTION SUPERVISOR LICENSE _ u� L 1n�9ZI 1nYJG✓1G:Z�tyz/ Q�,_,/��•Li'�f l+1ZLLrG'�ji: E _ $ I (Ir5 t 'z flr tiDvti)l�i�i H, _ter nJ i 4 it ».F .�vs;....� n,� r,: AR` x'..�:.:I,`,,,i and W'i;,.0 ...::;�d':kti L r 11U. 00 00 10. 000 70-1• -FO? 00cet _ p•'•,1 AIC QRQ� CERTIFICATE OF LIABILITY INSURANCE — -- tJ 7105/2000 I` PRODUCER _ THIS CERTIFICATE IS ISSUED AS A MATTER 0- INFORIMATI0N .IhSapil fJ1CFC._^ne ONLY AND CONFERS NO RIGHTS UPON THE Cl:'RTIPICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR JP McKeon,? InSUrance l gency, Inc. ALTER THE COVERAGE AFFORDED,BY THE POLiCIE:S 134L.OW. R0, Box:333 INSURER I ---.._..._..— Ann Arhor, AAI 481 C)6-0333 S AFFORDING COVERA[ r- INSUReU F)Jt'1D k001T1s Of Dolton Inc - i iNSURERA. Hartford Insurance of Midwest � ,John Eslar I INsuaEP e: --- 100 Otis St I INSUq�R.�1.._.. -- ..—...--• Not-il-Iboro MA 01532 j INSURER r)- I INSU�En.E: " T E POLICIES'C)=INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED/\3UV=FOR THE POLICY P=RIOD INDICA7 cD PJC)I vJll ti;;I AIVDINC ANY R:_(at-)Ii:FlyV_N 1,T=.RM OR COr L11TiON OF AN :;ONIF�Ct OR OTHEEi;DCCU.MiiENT V-Jli-:i -==PEC1 TO rilCil THIS = 11 MAY PE(T":IN - i INSURANCE ==0 SY -P 1C�S DcSCRIB D HER I -- A Mn „ A'�i:T'f_P..\ H; ISc,I:: D 'H RCcU TH= OL. I E N IS SJ'oJ TO ALL'("I IE TcR..r_._?;;:I_ SfONS AID'.i'i:°I')!I'...1 :ir SUI;H L=Oi.!CII=S. r'C:-R_ .,..-,1 L.!R;lTS nu^.V•Jt`I p.,.l�Y!'In'✓C �rti�'�vt1C=O'3Y P4Iu LLAIN!Sr IiSR TYi�!:Cr INSURANCE ! POLICY NUMEER I?6LIC1'EFPECTi(1� I POLICY EXPiRA-ION I_.R. DAT_(MMiDD/YY) DAT2 tht MIDDtYY1 A GEE RALL1.1131LITY ; 35 UUC 35019 11/01i2000 11/01(2001 _„ct!O ;,UjRENce >1.000,00^ NF' _UntMLIT i I i FHY DANbi3e_(hry �r mro 100,000 ... . ! ]-h I ♦ ! it iA O:,C;'JH Mt.11=X';AnY0:le0e._a,) 5,000 :;NCR/' \ l t _>v00,000 rlG:?Pi._:!• -!IAtl7 aYi'U= cr.i i ' I - HQ C C u'D.. _ i 000,01000 j P;il,l 4 _ I JECT (. nUTOMO131LC:_UI HILITV 35 MCC 302718 f 11/01/2000 111/01/2001 I O:)r r:IN:=ns!NGLE!rrrr .,.,.._..-- � `ANVAurq I. (c',;c-aaant; i,000,OG0 -I IAIA C'A,,—, 1UTCIFi �Ft1)!)1LYINJJPY I iX HIa_D:•urcr; .�'`• ' BODILY IN.1U=;w �X NA)N-OVIP E J'f•!JTO; . rROP-RTY DAMAGE - I I - I?uI�:xicfcntJ GARAG5_IALMLIT•' I - F,UTt7 ONLY A ACCIDE:C!i .. ..._—— 014�Fi�yA19 AU rO ONLY !_-%E✓ LiAUI:JI1 • - _�_ EACH 11 C:`:111�1�'-Pj'�� ••••-� In !)U.I II:U: I, 1 N'OPK fRS CUMiPENSATION AND :I . ' - V:G'TATU II-1 35 VVBC F13935 08/01/2000 08/01/2001 TOPYLIMIT -:RAfiIPLOY20$'I IABIt.ITY $ 1 s •••"�.� E.L `.a,CI1 ACCIC'_NT ! (,(10.000 i - • ;I I El C)li=lo,. EA EMr LOYE:E'I- ".I,'iOO ODD / E.L n!S_n.,_ ?0!.tCY l u.0 i 1 1,000.000 OT?icn -_ 35 UUC 3501.9 ,I 11/01/2001 11/01/200 -I Contents _$7 00r ---___-- Value 1 { P!'Opel�If f 0c$CnIPIIJN Of Gi'i:747iUNS/L;).'ATIONSIV:HICLES?_XC!USIUNS ADDED BY ENDOR3H UTr5P=C1AL PROVISIONS — -- _ e , I _J C.ERTil'ICr°i'TE_HOLDER I �ADDITIONAL INSUR,C;INSURER:TTER: CANCELLATION _�----�- -- - a 3HOULD ANY Orr TMZ ADOVC DESSRIB=U r�jL�VI .:AN LL, _1 OPF iil• EXPIRATION _ - DATE THEREOF,THE ISSUING INSURER WILL ZNDSAVOR'TO MAIL DAYS WRI.VEN . _ NOTICS TO THE CERTIFICATE HOLDER NAMED TO T IZ LEFT,BUT I..Il:IKII rO DO 50 SHALL II . tMr03C NO OBLIGATION Or,LtA6ILITY Or ANY KING•Vf'ON I MC INS;1Kllt•1:5 AtretiT$OR r_I' .t - REPRES,-T'TATIVES. AUi 9RIZEDR'ePRESEr;TAT�y,Q ACORD 25-S(7197) ! OACOiZD"COr PO 2A'rION11930 In accordance with the provisions of MUL c 40, S 54, a condition of building permit Number is that debris resulting from this project will be disposed of in a properly licensed solid waste disposal facility as defined by MUL e 111,8150 A The debris will be disposed of in : Patio Rooms of Boston, 100 Otis Street Northboro (Name and location of facility) a (Signature of permit applicant) Date:oZ 1 a 'S7B09 SO V L - e ASS ,�y14 7 ASS- ,IP 4 b & F ASS. 10�0(2, , RES. ZONE, "RC" This MORTGAGE INSPECTION Flan is For FLGOD 7,ON�` To WN: -B,I�1l %' Bank Use Only ----- -_. REGISTRY Oti'NEtZ; _fQBEh?T .1�Ali'f�Qj? _ A14SSQNI ------ -- DATE: _1�0�9 ----------------- PLAN r I HEREBY CERTIFY TO �01.7��lLl`_C���',F �,g,Sl= • -'---- •-___ _ THAT THE BUILDING - �F�OFbp YANI{EL SURVE}' SHOWN ON TI-IIS PLAN IS LOCATED ON THE GROUND AS �r� C0NSUL] ANTS StIOKN AND THAT 11.3 POSITION DOLS CONIORM PAULA TO THE ZONING LAW SETBACK REQUIREXICNTS Oi, '!•!iF 1✓ERITIIrW i zaOB (Si)t'I'F 1) TOWN 'OF G.A/�N 'TA171_I'__- NQ.32098 y INDUSTRY 40AD ITDOEs•_ N'oT TFIAT , Lit: WITHIN Tlil: St'F;CfAIL FLOOD HAZARD ' MARSTONS MILLS, MA. 02648 AREA AS SHOWN ON THL R U.D. MA]' i)AT1:D-..8/�9/8,�__ 9 '`F�$10`'' Corn unit -Pa el . ?50001 0015 C ►'I;L: a?8-00�5 ��SUFNEY�� FAX. 420-5553 PA C a.-9 1TH8 ,_R — THIS 77 NO'f MAI)F. F1tUM nn� tNSTRUrtaENt - SURVEY, NOT TO I31: l,aEi) F'OR FF:NC F, 1?'1'C I7iIS T H WHW.:F,n TPnF TA ''a'a I nN :;NnH,1 NnS7 T N: H NHn r J.=INNn I I H WnM-1 , r•r�r'�'� � i ; I , I. N , f / i �'MI ,�'1�4rST•�f�l-�: /17 ./S' �/OT - ���y p� �' �ibx/ J 4-7' 'Y T t�j •A/' MASS fit{ o � --- 777+�+-r���, a�s� 9yyy f i � 1`� m� Ta _A it{Ni I.ikl r J''n �It url� C ,fit- r�'c 1 YID rr+v f � � �e i0o�srmaiuuna�.l�n 4 FSei��' }yaitl R .,'} L '•E.!r_ _%1PRO V P,'1 ENi 1,OINI tA7C 7UR K r a.. 2is ; ?F II �.tNll •� k c� x �S'y>S` on, .1080�2 Ir 4, s r ytr a n i ft s. �e 08 s. G4f�AW�a`rs I �� n ,11� a+re4l t� �Ui ual s: t o "1S >Nvl r ADMINIS I I rr 1;1 r q I TRATOR ^'OdC Js ;+45 �ou-n2 H� !)5s2 4 � PAN� 4{�,yl w f F��r,nn yam!"r.'y"""'^"..""^"'^^.7-+..-,--•,. � � -'s K'+� � o- �n;,COAI`MONWEALTH.` cPARTMENT',OF-PUBLIC SAFETY w# * .A. ; J10 COMMONWEALTH AVE. ,� j_�:•. - � r t' MASSACHUSETTS.,, �OSTON,MASS.02215 py��• �'c i f n � t. ENCLOSE CHECK. " l- LICENSE I t OR MONEY ORDER 's I y" EXPIRATION..DATE `'�-�'O i'3$T R SUPERVISOR (z fls/30/1993 FOR REQUIRED FEE, RESTRICTIONS �l r? "? {' EFFECTIVE DATE NONE '' LIC NO. MADE PAYABLE TO ti; ��b 3�J 9 i 0.30159 # "COMMISSIONER OF PUBLIC SAFETY" r _ DALE E HATT k � ¢� �3UZZARD K RD t F S MA'. 02532 c� 3 P AS!E NOTE . FEES INCR�A$ t r(p'4 yd5 `.'• - HEIGHT4 I�LI VAl1D UNTIL SIGNED V E 'j5 ;a STAMP- BY LICENSEE AND OFFICIAL IV: ��`'�J� Fr k Yr #.. t aRF f�. '3,�i,r4�•n" `%�!P' T b v Ir 3r�lu tiI NO ;r CARgIED:ON JHE PERSON Of ,% t fb CNN a tr, T Dr T THE HOLDER-;WHEN ENGAG 'E E OF WCENSEE. r ''SIGN NAME I F r ' 4 rlsa�ao- S .f� z h�z ED IN,THIS OCCI)PA110 ° h� aOVE,�IGNATURELIN y �iCOMMISSIONER: t �jt3't y{ y j � •3�, t v51 , X, 6 , Tt S h ZYI {. r V. # tt i �yijj x < y t� 4'I n r ?t - w ,-- - � ,.• ti<y- rz, off."...:... ��� -Ncx3�E a E1 /as1 C}N si co F _ I I i - . 11 1 hu1lE� . i lAC1 del IT IV - *;�-( G ( .$ 1 d T 14, - 1 - 4 Assessor's office(1st Floor); / l I a-�Assessors map and lot number THE`- �E��ii�ate�`�` � � Doti Tot Conservation /` —S'3 INSTALLED IN COMPLIANCE Board of Health(3rd floor): �, WITH'TITLE$ 2 • Sewage'$ermit number < ENVIRONS �NTAL ®®E AND { Dsassranct: ! MASK Engineering Department(3rd floor): TOV66LATIONS House number i . Definitive Plan Approved by Planning Board T� 19 APPLICATIONS PROCESSED 8:30-9:30 A.Wand 1,00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO A,Zy,K—fL--1-,f-QL6644 TYPE OF CONSTRUCTION f 19 _ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location �7�7 - � � C L�'�-�V/4-z Proposed Use Zoning District Fire District f Name of Owner Address 0 ( ��V T Address 1 r Name of Builder d�L b- YT- Address i Name of Architect f r��1�JSJ Address Number of Rooms Z W + 13"Evi-orspm Foundation" .0 Lv C-0,4wL Exterior W. Roofing 49 '_��E}<�._ 1��" Floors nLL`kL1, � P�c UA-I N-Q G4vP*-J1" Interior z 46 o k Heating :EKITU19 E-1411 k Znuf- 1(® Plumbing Fireplace �C7VI!�06(4 Approximate Cost . Area 00 Diagram of Lot and Building with Dimensions /s Q�i �� Fee 5_0r N OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstabl arding th a struction. C. Name Construction Supervisor's License 4"�n MASSONI, ROBERT 4 • No 35789 Permit For BUILD ADDITION Single Family Dwelling Location 33• Crocker Street _ r x, 'Centerville ! Owner Robert Massoni Type of Construction Frame j , , • l7 Plot + ' Lot Permit Granted April 20, 19 93 i I i - A Date of Inspection i 19 a Y Date Completed �'��y/1 1 19- d .t • r 71 �";;f 15?4/ 4i4'76a., The Town of Barnstable Department of Health, Safety and Environmental Services = Building Division i61 ��� 367 Main Street,Hyannis MA 02601 p� Office: 508-790-6227 Ralph Cross Fax: 508-790-6230 Building Commissioi Home Occupation Registration Date:- y r1(o Name:?,rn rrn t C r Address: C,mc K e r 13+ re--n- ru t I e- Village: l eyj- er u� I I e M 6 Type of Business: can► Q Map/Lot: l U - �I 1 INTENT: It is the intent 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 ordinance, provided that the activity shall not be discernible from outside the dwelling: there shall be no increase 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 in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit, located within 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 will 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 hazardous 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 within the required front yard. • There is no exterior storage or display of materials or equipment • There is 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 containing the Customary Home occupation. • No sign shall be displayed indicating the Customary Home Occupation. 9• If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant. Date: 9 �Q l —, — -- — — — JOB I19 OF �f — i I �i I _i, y , BY_.__� DATE 7 - I '{ i i r f vN �. DATE_ I --- + Q l — I i I i 1 I � I , 1 , F 77,111 uaul I (D .- C__ E ! i �G-v` w 7y��'. n % i . _j. _# i '- � .' _i i F ��._�k�✓/� E _ � � ! 'v��l Y Y i _ r- �• J /! I � c-c , , 1 ! F y I I, : i I � I.� ��i� ; { ; I ; l i i i j 3 j t �} f�. y E I .L. •�__.... � 1 .:�., _ �.. � i ! { 3 I I E I � : I I< 1 I - 3 ! - i C a ; S { - -_ __ _.. . . .... _ - I rJ }1;L¢{jtf� �� _.�_.._ /, :. _ _ _ � IRED 3 �"iMPOR ANT BADE N C I E r I i I x .,./r : Tom'✓ _. — ING OF STATE BU►L Dit iG"CODE'REQU E5 THE -;_ , .� ; � WHEN t. I i . i I # �r� � FOR, THE!ENTIRE DWELLING j, i E I IN i 1 i i DETECTORS F , a � f // OR MORE 5LP1�1( ARE1lS Jb � gRE-J1DDE0.Oft�CR � i I , , i . � y I � I_ � I �j� I 7 ► �� , �-. f/� (C _'1 ONE_ I- k 2 i ��.� ( t �_.�.. _. 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I— .i 1 .._', , I A , I t i r + , r � � I I � i i � ` a I ( I � � I I ! �.•. 1 lu I I /lam' I � I i ! { i � I r !. � � � i � 1 l I_ '���1�•�'",, � _ i r I � i ; i s , , i, , I UW _ a�J 1 Lb Al I _a I S1.�iN�, ,q,0/J _a_rI I 1 i • I I � i I i , : 1 Ij ✓ i i 1 11` i _ n — I a — - i - ddd i 1 I , G _ a AeC �1 �J i _I I , h I I I i I u i. 1 - I. , i I i I I 1 , a I — I , _ I ! - I ---------- EXWS, DOORS, SLIF)ERS, SKYLIGHTS TERIOR SPECIFICATIONS PROGRAM VV 1 IN D 0 ( - ----- Joe, SHEET Roofi ng., Rcur, Openings OF— CALCULATED a, Sheathing Paper gly Unit Vs Whdflh X Hey CHECKED DATE.--- Siding(s) Vu _ Exposures-_______-, ............. heathing Paper Primed nr e r B d s Xt� ------ s o f f l"t Frieze Kick T. Vv'indow ....... SL4 mgs Doo Cas- Rake, Bds- -1-rin, ........... Venting @ Ridge Cd Z Eave 43 d -0 ea v�l S c9x' ............ Ext. Finish 11-t- Fi+rA-.ch- ------ 7V a F e ---------- _7 LV E`x Fi.n i sh hilt. Flnis[-i .............-4 Opener q .......... ET L L .......... If Is EXTERIOR SPE`iFICAT�ONS PROGRAM WINDOWS, DOORS, SLIDERS, SKYLIGHTS Roofing Rough Openings SHEET OF heal-thifig Paper ro CALCULATED 2�0 -177. DATE Unit #Is Width X ttLqht I I I CHFCKED BY DATE id n g(s) &CALE 7 7*4- ............ i Aea k Sheathing Paper .......... Trim Primed, _L__L _7 Corner Bds tL F a s-c a Tr1ra So f f;t T ri m j Frieze Kick -17 V,Vmdow, C-casings-a f Door Casings Rake. !i ds Hil 3W I i ...... ------- v2i : Vert-rig @1 Ridge @ Cable i d .... ....... F i m F 1 r,l s`r%Ex, h In! ...........1------------ V_ .......... v i d d S ............. 4 3 v 3 ........ .......... OGG. L 3 f3 Pinish r,e .................- ........... ........... .... ... L16-0741-Y ............. •j .• � I I I I I { i I � ! I Y O� { I i t j { ! } I V/ t T pp- � ; ; -s` I � { I I � I � , I . I j I i I :I •I I � j I -- - --�.____ - i !. i I' �+ Eo BY- DATE EEue_AT � `� o I a I ! CALC OA CHECKED BY C/ DATE___—.� --�C •— — ! I ! scai.E : , I I 1._ + I i � , i ► I I � � ! 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D ti C e W tME3flY r ,L 177 I � I , , f I i i LA 0A6 AZU Z s -7if-� 7 . 1 ' :.. r<a x M ffZ1 45 owls, 9 ' ' a., / `iy. G. To i IIAA//�j /749 CIS i ram_ /V r 4 - V� 7Z) ZX /0 15 p ` y" . N ellv C, I &t4V iNlo 70 HOZ) C 4A/u Ctit I'S t TOWN BOUND ' o O GREATpo •VA/PSH 6 0 g0�lyo LOCUS n1 O a 4.2 r e 16. 19.5• p CV ROUTE 28 1 'I' �16 �t ) I •5 1 ADDITION C"ErERY p051 9 a OLD AIM 210-157 Q 33 ell O•,,,,, •,,,,. 1 THE SEPTIC SYSTEM a �•,.. ,,,,, � e K e zR o�,elle„ WAS DRAWN FROM THE 3 ` g .s4^'! , ,v To of BARN CENTER VILLE !�o � SEPTICC INSTALLERSRS CARD CA + LOCUS MAP b V PLAN REF 193193, 434130, ,,,,,,,,,, a _ Q - - 216/63 & 127/29 DEED REF 9904/226 ,,,,, ao' b O ASSESSORS MAR ,, CB/DH !ag "' y'� e� SETBACKS: 20'-10'-10' R AIM 210-146 AIM 210-151 PLOT PLAN OF LAND LOCATED AT ,w 33 CROCKER STREET CENTER VILLE, MA AIM 210-147 25,OOOf S.F. ,W �o•am.4� 0.57 ACRE p _.►'��tH �s, '� PREPARED FOR.- JERR Y & . TAMMY GERA CE AIM 210-152 { DOYL V AUGUST 5, 2004 'D ,U F� ` REV v va REV CB/DH AIM 209-13 REV GRAPHIC SCALE YANKEE SURVEY CONSULTANTS APPROXIMATE LOCATION OF ., 30• o ,s 30• 60• UNIT 1, 40B INDUSTRY ROAD SOUTHERN MASSACHUSETTS s'6,, MARSTONS 1LI�OX 265 TELEPHONE & TELEGRAPH CO. O,g 50„ MASS. 026483 EASEMENT A' TEL• 428—0055 FAX 420—5553 IN FEET ) f 1 inch = 30' ft. SHEET 1 OF 1 J,01'53688 SDS/GM R i"