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HomeMy WebLinkAbout0021 NATKA DRIVE r{. � ,q y u y 4 q ... - � ,p ,. "� � ,. .. � .r. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Parcel Permit# Health Divisioh b " �� � ' EXi3TIN C SYSTEM Date Issued -' Conservati'ori Division ®-�L1M�TC OF_8EDR0C16 Tax Collector Application FeeFyn v v Treasurer Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address o� 6� f Village Ce tcam.,, Owner (VA fin Address J f IC 0/7. (f C.'i-ev, Telephone 'SO 3 7o q i Permit Request �,�� i b y to i,ovd,, -E� Square feet: 1st floor: existing 2,95Z proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction Type t,v o op F4 A-A- e_ Lot Size Grandfathered: Cl Yes ❑No If.yes, attach supporting documentation:; Dwelling Type: Single Family TWO Family ❑ Multi-Family(#units) Age of Existing Structure / -7 S Historic House: Cl Yes &1`5 ^ 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: Cl Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: 0 existing ❑new size Barn: ❑existing ❑new size Attached garage: m existing 1 new size ;421—Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Vt Commercial ,❑Yes ❑ No If yes,site Ian-review-# Current Use Proposed Use BUILDER INFORMATION Name ,le-P' 1,e"Td a--- Telephone Number Address 3 -? GA W�i License# e, M ;q , c �b 3 Home Improvement Contractor#, J D 3 d/ Worker's Compensation# +✓�� �15�'�,??aZz-o, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 7 �- L/ i FOR OFFICIAL USE ONLY .4 PERMIT NO. DATE-ISSUED MAP/PARCEL-NO. r ADDRESS �' VILLAGE OWNER' ' t DATE OF INSPECTION: FOUNDAT&OI FRAME ] - INSULATIt FIREPLACP 0 ELECTRIClkY:g ROUGH FINAL cc PLUMBING: 8 ROUGH FINAL ` GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ' ASSOCIATION PLAN NO. I 1 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations d 600 Washington Street Boston,MA 02111 �M s•��'v www.mass.gov/dia Workers, Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization/Individual): Address: 3 ( ,A City/State/Zip: C' d wj es v 1 f- {�- VOA—hone#: �� �` 2� ? L F O ' Are you-a'n employer?Check the appropriate box: Type of project(required): 1.[PJ am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction employees full and/ part-hme * have hired the sub-contractors ( listed on the attached sheet $ ❑ Remodeling 2.❑ I am a sole proprietor or er- ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. C. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.[:1 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. tcontractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. J Insurance Company Name: Policy#or Self-ins.Lic.#: w e. Z Y IS 7J -7 b 2-7--02-S7Expiration Date: -7 G f City/State/Zip: Cew1e✓' i I ���►.Ltcq b IS- Attach b Job Site Address:._ 1 M (I� k� 0�'(.(6 n C..'�4J1�'`'�V% °� a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a.fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify der t e pains a penalties of perjury that the information provided above is true and correct i Si afore: '� Dater 7 // Phone#• `l �✓ -7 O fficialonly. Do not write in this area,to be completed by city or town official. n: Permit/License# hority(circle one): health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector rson: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. + Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as`.`an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary, supply sub-contractors)name(s), address(es) and phone number(s)along with their certificates)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 perinit/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 fixture permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts , Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111. Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia T - °FZHET°y, Town of Barnstable Regulatory Services r � U?o' ASM ` Thomas F.Geiler,Director 0:59. A``� 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 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 adj acent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: G A c m-r- 40 6 1J Estimated Cost 0, Cv Address of Work: O5 ( N Pi+kw 011 C.e Owner's Name: V`L �✓ �' Date of Application: I hereby certify that: - -- Registration is not required for the following reason(s): MWork excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING-WITH UNREGISTERED CONTRACTORS-FOR APPLICABLE HOME 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 age f the owner: -7 XP M Dat Con or Name Registration No. OR Date Owner's Name Q:farms:bameaffidav t RESIDENTIAL BUILDING PERMTr FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 • - Alteratioas/Renovat<ons $50.00 • Building Permit Amendment $25.0.0 FEE VALUE WORKSHEET NEw LIVING SPACE square feet x$96/sq.foot= x.0041= ' plus meow app `•ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) (� �{ square feet x$32/sq.ft.= 2 2 9)x,0041= 3 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 newbuilding permit. square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch ,__x S30,00 a (number) Desk x$30.00= (number) Fireplace/Chlmney .. ___.____x$25.00= (number) Inground Swimming Pool $60.00 r - Above Ground 5tivltnmirig Pool $25.00 Relocation/Moving $150.00 -. (plus above if applicable) permit Vee 2• projeast Rev:063004 Town of Barnstable Regulatory Services ' s" MASS.'E' ' Thomas F.Geiler,Director Mass. m ��pIFD.1 p� 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 a Property Owner Must Complete and Sign This Section If Using A Builder L ) '9 CJ' ,as Owner of the subject property hereby authorize�, ) /� I�/' &)`-7-0 1/' to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) 77A 0 Sig tore of Owner at Print Name QTORMS:OWNE"ERMISSION 1 LN Vp lz::z472T- - El - 7 -�vt� iS �nT L-�G47'O� �,�/irxli.\/ �-dam✓ /2E,cE,e�/�E• OfWIL AM M. WARW r;titt'� i .4 BC CALC®2003 DESIGN REPORT - US. "` - Tuesday,June 28,200513:19 Double 1 314" x 16" VERSA-LAIN® 3100 SP File Name: P Appleton_Baig.BCC: FB01 Job Name: Baig Residence Description:GARAGE DOOR HEADER Address: 21 Natka Drive Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera I. Customer: Peter Appleton Company: ,Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: , Standard Load-40 psf 110 psf. Tributary 06=00-00 _ ' �—r.,f�D yk«'3;„�tw�Svg�,_ �j�',* �v�*�.t r �� ��N 4�i *tl�'�+ ��� •�.u�&+ _:� �� � � � � x�ra�'� ���., t'Y'" 3..���1 BO B1 4875 Ibs LL 2078 Ibs DL 4875 Ibs LL 2078 Ibs DE Total Horizontal Length-16-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Uhf.Area Left 00-00-00 16-0.3-00. Live 40 psf 06-00-06 100% Member Type: Floor Beam Dead 10 psf 06-00-00 90% Number of Spans: 1 1 Unf.Area Left 00-00-00 16-03-00 Live 30 psf 12-00-00 115% Left Cantilever: No Dead 15 psf 12-00-00 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 06-00-00 Moment 28246 ft-Ibs 65.7% 115%, 3 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% End Shear 5812 Ibs 46.7% 115% 3 1 -Left Total Load Defl. U347(0.562") 69.2% 3 1 Live Load: 40 psf Live Load Defl. U495(0.394") 72.7% 3 1 Dead Load: 10 psf Max Defl. 0.562" 56.2% 3 - 1 Partition Load: 0 psf Duration: 100 Notes - - Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 2-3/8". who would-rely on the output as Minimum bearing'length for 131 is 2-3/8". evidence of suitability for a Entered/Displayed Horizontal Span Lengths)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output - above is based upon building Connection Diagram code-accepted design properties Consult project design professional of record or BOISE technical representative.for connection design,.. . and analysis methods. Installation Member has no side loads. of BOISE engineered wood products must be in accordance Connectors are:-16d Sinker Nails with the current Installation Guide and the applicable building codes. 1 To obtain an Installation Guide or if b=3„ f d you have any questions,please call c=4„ - (800)232-0788 before beginning a - product installation. d-12 —• -� • ' • C BC CALCO, BC FRAMER®, BCI®, _` BC RIM BOARD rm, BC OSB RIM • • • BOARDTm, BOISE GLULAMT"' VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®; • • • VERSA-STRANDT'" VERSA-STUD®,ALLJOISTO and AJ$T"'are trademarks of b - Boise Cascade Corporation. Page'of 1 . Uniformly Loaded Floor Beam(.AISC 9th Ed ASD 1 Ver: 5.01 b Bv:JOE MADERA SHEPLEY WOOD PRODUCTS on; 06-28-2005 : 1:15:57 PM Proiect: PAPPLETN-Location: BAIG GARAGE ADDITION Summary: A36 W14x38 x 30.0 FT Section Adequate By: 39.3% Controlling Factor:Moment.of Inertia. Deflections: Dead Load: DLD= 0.24 IN Live Load: LLD= 0.72 IN=U501 Total Load: TLD= = 0.96 IN = U375 Reactions Each End): Live Load: LL-Rxn= 6600 LB Dead Load: DL-Rxn 2220 LB Total Load: TL-Rxn= 8820 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.06 IN " Beam Data: Span: L= 30.0 FT Unbraced Lenqth-Top of Beam: Lu= - 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Live Load-Side One: LL1 40 PSF Floor Dead Load-Side One: DL1= 10 PSF Tributary Width-Side One: TW1=a 6.0 FT Floor Live Load-Side Two: LL2= 40 PSF Floor Dead Load-Side Two: DL2=4 10 PSF Tributary Width-Side Two: TW2= 0 FT Wall Load: WALL= 0 PLF Beam Loading: - Beam Total Live Load: wL= 440 PLF ' Beam.Self Weight: BSW 38_ PLF Beam Total Dead Load: wD= 148 PLF Total Maximum Load: wT= 588 PLF Properties for:W14x38/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d— 14.10 IN Web Thickness: tw= 0.31 IN Flange Width: bf 6.77 IN Flange Thickness: tf=:' 0.51 IN Distance to Web Toe of Fillet: . k 1.06. IN Moment of Inertia About X-X Axis: Ix= 385:0 IN4 Section Modulus About X-X Axis: Sx= 54.6 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt 1.78 IN. Design Properties per AISC Steel Construction Manual Flange Buckling Ratio: FBR 6.57 Allowable Flange Buckling Ratio: a AFBR 10.83 Web Buckling,Ratio: WBR= 45.48 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: L'b= 0.0 FT - Limitinq Unbraced Length for Fb=.66*Fy':`' - - Lc 7.146 FT- Allowable Bending Stress: Fb=% 23.76 'KSI Web Height to Thickness Ratio: .'h/tw 42:2 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit 63.3 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison Nominal Moment Strength Mr= 108108 FT LB Controlling Moment: M= 66150. FT-LB Nominal Shear Strength Vr 62942 LB Maximum Shear: V 8820. LB. Moment of Inertia. ..,; Jreq... 276 IN4 I_ 385 IN4 4 yy � 4� +x r BC CALCO 2003 DESIGN REPORT - US Tuesday,June 28,2005 13:19 Double 1 3/4" x 16" VERSA-LAM@) 3100 SP File Name: P Appleton_Baig.BCC: FB01 Job Name: Byaig Residence Description: GARAGE DOOR HEADER Address:, 21 Natka Drive Specifier: City State,Zip:Centerville, MA Designer: Joe Madera Customer: Peter Appleton Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 110 psf Tributary 06-00-00 BO 61 4875 Ibs LL 4875 Ibs LL 2078 Ibs DL 2078 Ibs DL Total Horizontal Length-16-03-00 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 16-03-00 Live 40 psf 06-00-00 100% Member Type: Floor Beam Dead 10 psf 06-00-00 90% Number of Spans: 1 1 Unf.Area Left 00-00-00 16-03-00 Live 30 psf 12-00-00 115% Left Cantilever: No Dead 15 psf 12-00-00 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 06-00-00 Moment 28246 ft-Ibs 65.7% 115% 3 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% End Shear 5812 Ibs 46.7% 115% 3 1 -Left Total Load Defl. U347(0.562") 69.2% 3 1 Live Load: 40 psf Live Load Defl. U495(0.394") 72.7% 3 1 Dead Load: 10 psf Max Defl. 0.562" 56.2% 3 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 2-3/8". who would rely on the output as Minimum bearing length for 131 is 2-3/8". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Consult project design professional of record or BOISE technical representative for connection design and analysis methods. Installation of BOISE engineered wood Member has no side loads. products must be in accordance Connectors are: 16d Sinker Nails with the current Installation Guide and the applicable building codes. a=2" To obtain an Installation Guide or if b=3„ d you have any questions,please call �— (800)232-0788 before beginning d=12„ a • • • product installation. C BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-,'BC OSB RIM • • • BOARD TM,BOISE GLULAMTM, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, • • VERSA-STRAND- a VERSA-STUD®,ALLJOISTO and I b AJSTm are trademarks of } Boise Cascade Corporation. t , Page 1 of 1 r Uniformly Loaded Floor Beam[AISC 9th Ed ASD 1 Ver: 5.01 b Bv:JOE MADERA , SHEPLEY WOOD PRODUCTS on:06-28-2005 : 1:15:57 PM Protect: PAPPLETN-Location: BAIG GARAGE ADDITION Summary: A36 W14x38 x 30.0 FT Section Adequate By: 39.3% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.24 IN Live Load: LLD= 0.72 IN=U501 Total Load: TLD= 0.96 IN= U375 Reactions(Each End): Live Load: LL-Rxn= 6600 LB Dead Load: DL-Rxn= 2220 LB Total Load: TL-Rxn= 8820 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 1.06 IN Beam Data: Span: L= 30.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40 PSF Floor Dead Load-Side One: DL1= 10 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40 PSF Floor Dead Load-Side Two: DL2= 10 PSF Tributary Width-Side Two: TW2= 5.0 FT Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 440 PLF Beam Self Weiqht: BSW= 38 PLF Beam Total Dead Load: wD= 148 PLF Total Maximum Load: wT= 588 PLF Properties for:W14x38/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 14.10 IN Web Thickness: tw= 0.31 IN Flanqe Width: bf= 6.77 IN Flanqe Thickness: tf= 0.51 IN Distance to Web Toe of Fillet: k= 1.06 IN Moment of Inertia About X-X Axis: lx= 385.0 IN4 Section Modulus About X-X Axis: Sx= 54.6 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 1.78 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 6.57 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 45.48 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= 7.146 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw 42.2 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.3 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Nominal Moment Strength: Mr= 108108 FT-LB Controllinq Moment: M= 66150 FT-LB Nominal Shear Strength: Vr= 62942 LB Maximum Shear: V= 8820 LB Moment of Inertia: Ireq= 276 IN4 1= 385 IN4 I Y. BrU1LD;ING RE`GIJLAT�1pNS GT SUPERVISOR NS TRU. yen .se. �. f Num�er,�_ . 005494 B .a 4 Tr.no'. 25467 Re - y PETER J APP3-7 LE GENTERUIILLE, MA 02. 2 Commissioner C .,.-- ------- C'1ze �omvnzajwrea,� o���csaet�a A ( � Board of Building Regnta6ons and Standards HOME IMPROVEMENT CONTRACTOR RegistM 103M _. 6I2006 j I 1 APPLETON CO Peter Appleton 37 Baird Way %., a'� --•.� Centerville,MA 02632 Adm' oF1NIE l Town of Barnstable Regulatory Services „� Thomas F. Geiler,Director aTi639�p�0� Building Division Eo g Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.nia.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: cu CIA Map/Parcel: Project Address 2_ c, -T)Y Builder: Q�ev- 4 t) in The following items were noted on reviewing: S� y OY � v_C Sew c Reviewed by: Date: 7--2/--6 4 - ----- - --_ --- - - — -_ __ Isi - 00 • -yy :no EXISTING - ADDITION - 3... , �p IInA 0.1N j..'RONT E:L.E-VAMON • 1. W IU _ lt! W e----------------- o r N W f j z/ .EY.EET I OF 5 * ADDITION EXISTIN4 yyy `S c, N WF re F=1-E=VA\i)ON — ac-o• D Af D c _ -ql' - - •2 O STORAGE LOFT 4 o - EXISTING - .. y RESIDENCE ry Ul Q J. V Q U' Ln z e3C:( I•`LC)C7f2 PLAN J V- .. :MEET 3 OF 5 r. . DRAWN BY: KW DATE: 9/22/04 h • y i 41 dye •t t t {r'�,` \� _ ASPHALT SHINGLES ' • 9H"srD•CDX' EATHI 12 NG` I2� l,' v c� , �^ - 25 elioc (,1.7i�• VS-�r'ewf] OV gUfSe -�y 't ^ k }- 1 v .� ,-�w"�i�'n. k-�fi"I, � sue' �'.uFc..��a�'i ',� ��•",a S/B.'FIRE'RAARTED a''e i.�' :S^ y, '�„ R� rs+ "•c�t e+1.'ru 'rF t a,a r. _ GTY.BODti - <BD 1-1—GGSRACE �. ._..__...CONT VENTING DRIP.EDGE . .q STORAGE - •,c iK4 SEcallo nErIeER - ku / ALUMINUn GUTTERS'AND DOWN SPOUTS M1° ---3%4°PLYWOOD 60 .MATCH M5TIN6 TRIM __ l4'O':4* �•`. 16 0 _ II #' MATCH EXISTING - 2YD's a IL•oc .. -' ----- - --� ,�t�.�� y:�' I .� '��Lw� �510 FIRE -- -I GYP BOARD -� —_—.2 4 EXT.STUDS a IL'O.G. - y .y y' 5ETWiu EEN GARAGE 1 : NG CLNCRETE WALL . AND LIVING.SPACE PLYWOOD SHEATHING ;µ ° # TYVEK WRAP(OR.EQUAL) GARAGE V CEDAR CLAPBOARDS.IN.FRONT • �.3,�' �'p MATCH EJ(D TINUG lTOP FOOTI WALL 'I ''Q 'W:C.SHINGLES R.SIDE t-REAR �y'' ; ), S I 4'CONC.SLAB- 4KK—' _ :EXISTING .BASEP'IENT IXISTING Wr4 k +n4i GARAGEIy xle vh M GARAGE ACi COMPACT FlLL r ..:^ - !,!' '�` 'l 1 9 L.gp•�'CONCEXI55 iS�-dl I t OVE TOPOF I ��11�� d i4 U 4 -`4 �+:y'c xrv.�r".Mps• d 4 ,�sc° 'to BELow sLnB I `�' ECT1C?N,� k fw' 1/4 - _ c t Itt ai s I 'W 't . _ WALL�UONRDER_ � AT — I — .� I.- — >' z CONCRETE APRON — — W ul O e 5 LU w Lu Y z 3d . ___ ' Q U I pi.: FO IJNDTI� CJIV,PL/aN Z, `scaF v4.-T. — s r SHEET.4 OF 5 1 A - i ! .. .IOB, 0412 .. DRAWN BY: KW ' DATE. 9/22/04 < . o � XI TI Gj @: 14x36 T Ei.BEAM - Lo e , o co J�q. Slit O Z)H.-OC)P FFaA 11NCa !—AN II � G$D ecxt_va ro' ' flAB � _II B.ti9 L' C� n J _ !al lil W d. i .. .—yt 2x12 RIDGE I o , m .. ...EXISTING, — . 2x10's' - 5J7i m . •. SHEET 5 OF 5 Ll I 1 V4:::T.O - - DRANW13Y:-'KW .. _ _ DATE. 9/22/04 e CA �-1C5� V � � F�0oor SY � f = cam G oaf - f Town of Barn �.� Regulatory Se SAWW AS , ` Thomas F.Geller,D MASS a 9�plEn.19. 14 � Building Divis Tom Perry,Building Con 200 Main Street,Hyannis,2 Office: 508-862-403 8 REQUEST FOR ELECTRIC ELECTRICAL PF Today's Date Requested Date I, hereby request m (Eleddddn) Law chapter 143,section 3L and 237 CMR 4.02(3). The installation is complete and ready for inspection at Type of inspection requested: ❑ Td3b3crary Service CA avu _. . - , i { i - _ --- I r-- h F •{ I BMSEM BC CALCO 2003 DESIGN REPORT - US Monday,October 31,2005 07:09 Single 14" BCIO 60Os SP File Name: P Appleton_Baig.BCC:J01 Job Name: Baig Residence Description: Typical Joist Over Garage Address: 21 Natka Drive Specifier: City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Peter Appleton Company: Shepley Wood Products Code reports: NER 594, ICBO 5208 Misc: �`� Standard Load-40 psf 110 psf OC Spacing 16" /.61,.✓l �ms,..ri, i, ,.wi,Ak „awex. ,,• .� Vie.,, .S$�% '� � BO, 1-3/4" B 1, 1-3/4" 587 Ibs LL 587 Ibs LL 147 Ibs DL 147 Ibs DL Total Horizontal Length-22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 22-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 4033 ft-Ibs 59.8% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% OC Spacing: 16" End Reaction 733 Ibs 58.7% 100% 2 1 -Left Repetitive: Yes Total Load Defl. U486(0.543") 49.4% 2 1 Construction Type:Glued Live Load Defl. L/608(0.435") 79.0% 2 1 Max Defl. 0.543" 54.3% 2 1 Live Load: 40 psf Span/Depth 18.9 n/a 1 Dead Load: 10 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-3/4". the input must be verified by anyone Minimum bearing length for 61 is 1-3/4". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARD TM, BC OSB RIM BOARD M, BOISE GLULAMTM" VERSA-LAMO,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAN D TM VERSA-STUD@,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 neiSEM BC CALC® 2003 DESIGN REPORT - US Monday,October 31,2005 07:09 Quadruple 1 3/4" x 18" VERSA-LAM® 3100 SP File Name: P Appleton_Baig.BCC: FB02 . Job Name: Baig Residence Description: GARAGE DOOR HEADER Address: 21 Natka Drive Specifier: City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Peter Appleton Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 Standard Load-40 psf 1 10 psf Tributary 11-00-00 BO 131 8046 Ibs LL 8046 Ibs LL 3259 Ibs DL 3259 Ibs DL Total Horizontal Length-20-06-00 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 20-06-00 Live 40 psf 11-00-00 100% Member Type: Floor Beam Dead 10 psf 11-00-00 90% Number of Spans: 1 1 Unf.Area Left 00-00-00 20-06-00 Live 30 psf 11-06-00 115% Left Cantilever: No Dead 15 psf 11-06-00 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 11-00-00 Moment 57939 ft-Ibs 54.0% 115% 3 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% End Shear 9651 Ibs 34.4% 115% 3 1 -Left Total Load Defl. U382(0.644") 62.8% 3 1 Live Load: 40 psf Live Load Defl. L/537(0.458") 67.1% 3 1 Dead Load: 10 psf Max Deft. 0.644" 64.4% 3 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-7/8". who would rely on the output as Minimum bearing length for 131 is 1-7/8". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Consult project design professional of record or BOISE technical representative for connection design and analysis methods. Installation Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. of BOISE engineered wood Bolts are assumed to be Grade 5 or higher. products must be in accordance Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 1/2 in.Staggered Through Bolt To obtain an Installation Guide or if you have any questions,please call a=2„ b d 1 (800)232-0788 before beginning b=2-1/2" 1 product installation. c-7" -1— BC CALC®, BC FRAMER®, BCI®, d=24" a BC RIM BOARD- BC OSB RIM r T BOARD- BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, C VERSA-STRAND TM, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of . Boise Cascade Corporation. Page 1 of 1 TOWN OF BAILNSTA13LE REPORT SUPPLEMENTARY/CONTINUATION REPORT NAME (LAST, FIRST, MIDDLE) - DIVISION /D1PT NOTE DETAIIS i OBSERVATIONS-ITEMIZE EVIDENCE, IAL ETC- Cs 7- 7 PAGE t SUBMITTED BY r [ s ] [PJ69 115 . ] LOC] 0021 CTY] 10 TDS] 300 CO KEY] 353316 ----MAILING ADDRESS------- PCA11011 PCS100 YR186 PARENT] 94686 BAIL, MIRZA BABAR & HEIDI J MAP] AREA136AC JV] I MTG12001 21 NATKA DRIVE SP1] SP21 SP31 UT11 UT21 .37 SQ FT] 1894 CENTERVILLE MA 02632 AYB11988 EYB11988 OBS] CONST] 0000 LAND 27500 IMP 96000 OTHER ----LEGAL DESCRIPTION---- TRUE MKT 123500 REA CLASSIFIED #LAND 1 27, 500 ASD LND 27500 ASD IMP 96000 ASD OTH #BLDG (S) -CARD-1 1 96, 000 DESCRIPTION TAX YR CURRENT EXEMPT TAXABLE #PL 21 NATKA DRIVE CENT TAX EXEMPT #DL LOT 44 RESIDENT'L 123500 123500 123500 #RR 2053 OPEN SPACE COMMERCIAL INDUSTRIAL EXEMPTIONS SALE102/91 PRICE] 115000 ORB17453/030 AFD] I TE LAST ACTIVITY] 05/02/91 PCR] N f R1�9 1145 . A P P R A I S A L D A T A KEY 353316 BAIL, MIRZA BABAR & HEIDI J { LAND BLD/FEATURES BUILDINGS NUMBER ZN/FL=RC 27, 500 96, 000 1 A-COST 123, 500 B-MKT 15, 600 BY 00/ BY ML 2/88 C-INCOME PCA=1011 PCS=00 SIZE= 1894 JUST-VAL 123 , 500 LEV=300 CONST-C 0 ----COMPARISON TO CONTROL AREA 36AC -- TREND EXCEEDS STANDARD NEIGHBORHOOD 36AC CENTERVILLE PARCEL CONTROL AREA TREND STANDARD 101 10 LAND-TYPE 275001 LAND-MEAN +0o 1235001 76734 IMPROVED-MEAN +256 2001 ] FRONT-FT ] 100 DEPTH/ACRES TABLE 02 100%] LOCATION-ADJ APPLY-VAL-STAT LNR] LAND LFT/IMP] ADDS/SB/FEAT STR] STRUCTURE ARR] AREA-MEASUREMENTS NOR] NOTES COM] MARKET INC] INCOME PMR] PERMITS GRR] GRAPHIC FUNCTION- [ ] STRUCTURE-CARD NO- [0 0 0] DATA- [ ] XMT [?] R169 1.15 . P E R M I T [PMT] ACTION [R] CARD [000] KEY 353316 000000001 PERMIT-NO MO YR TYPE VALUE CK-BY MO YR .CMP NEW/DEMO COMMENT [B29889] [09] [86] [ND] ] [LK] [01] [88] [100] [NEW ] [CE 11/2 ST] TRANSMISSION VERIFICATION REPORT * TIME: 02/12/1995 10:54 NAME: FAX TEL DATE,TIME 02/12 10:52 FAX N0./NAME 97900062 DURATION 00:01: 16 I PAGE(S) 04 MODE STANDARD � ECM i FFTOWN OF BARNSTABLE Permit No. .2:P?...... BUILDING DEPARTMENT TOWN OFFICE BUILDINGCash'�°�cav►� HYANNIS,MASS.02601 Bond .....X........... CERTIFICATE OF�USE AND OCCUPANCY Issued to• R. Manni Address Lot #44, 21 Natka Drive Centerville, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. October 6, 87 ,.. .•�'�' . Y._ .......................... 19................. � •.. z s?.... ................ Building Inspector • _ I TOWN OF BARNSTABLE BUILDING DEPARTMENT _"isaAM NAM : TOWN OFFICE BUILDING � ua iO3q' HYANNIS, MASS. 02601 L 'moo r�r►' I. MEMO TO: Town Clerk FROM: Building Department DATE: 1o%% r . . An Occupancy Permit has been issued for the building authorized by w BuildingPermit #.... �', �� �9».✓.............................................................................:................. ......... ......._......... ....... .......... »». issued to ....�llJ.ar/�..........Ldl.. > �....... �/...r' .. //�.h err ��...�/y►'r.� <�_ Please release the performance bond. f �L.cT L,/y s1927 y3 ull, yo /--,�472E -4vt.� i� �oT L..,�G4TET� �,�/rrxlin/ �-4.✓ �E,�E•2�/�� Of At, AM M. WARW O G151 J _ ' L rAssessor's map 'and lot ...... d� y T USI E . .... .� � � � TH E' � ®T C S Sill- .� ` TALL � IN ® 5L ewage Permit num 3�,..... ...� . . TITLE WITN o r, �.• - � CAI M 40 ON AEHTAL CO MAO& E, i ... '` ENVlR nea House number ................................. . ................................ �ULA'�E!® 0 T®wN RE '639 \�om A TOWN OF BARNSTABLE BUILDING INSPECTOR - �a ...sue / . �.??.� / w.ell.°' . ........................ APPLICATION FOR PERMIT TO ......S.��r.`.v��:... �.! f,Il..... ,. . TYPE OF CONSTRUCTION. ... do .....:: .!''i 4.......F'....................................................................................... 4?. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following. information: Location ....... G.o.:f ....... 7J`.� .� t:�......................... ProposedUse .....S ........ i.ee e../y...... ........................................................... ......................... Zoning District ....................... `.................................... .Fire District ....Cf'�/./..-........................................................ Name of Owner .!Z.[..... 119 ✓ .........................................Address .... �7O ®.../1. �tsr�.. r^'V Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address ..............................1..................................................... o Number of Rooms ........................................ Foundation .......... „ Exierior S /j. ' w ...........Roofing ��../.......................................... ............ .. .`�. , ... ............... ........................ . . . ...... ......... Floors .....................................................Interior ...........�.....�P Heating .........Q2 k/......................................:...............Plumbing CCJ/,©�%Pd^ ... ........................................................... Fireplace .................................................Approximate Cost ©p p a Definitive Plan Approved by Planning Board _____w, _ 1© 19_��_ a? C . 1 Area ........ ... Diagram of Lot and Building with Dimensions Fee 9 ..........�' ........................... SUBJECT TO APPROVAL OF BOARD OF HEALTHp� ® 9�. 60 IV � a ® OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of or table regarding the above construction. Name . ... ......... ....... ... ........ .. . Construction Supervisor's License . .. ............. IANNI, R. •bl No 9889.... Permit for .....1.J...Story.............. _ •.,' .. Single...Family..DWea.�zxlg.................. Location 4A.......22...Na;tkaArive........ ...........• ............C e ntr.�. .Y.Z.U�........' ................ R. Mann" Owner ............................7,.................................... Type of Construction ........Frame....................... Plot ............................. Lot ............................... Permit-Granted S A to 86 ...........P.....zltb�x'...>_Q 19 Date of Inspection ..........V .....1,9 Date Completed ............../ / ....19v7 .' • 4 J4 j yr - J . Al _ r 1 TOWN OF BARNSTABLE, MASSACHUSETTS BUILDING PERMt .. -A-169,1011-001 '- ''"�• k9 ,z:}) DATE _ :.e*iLbf:l 10, 19 .36 PERMIT IN11 ��(e APPLICAN'i i"C. i`u'3i1i13 ADDRESS 600 0ak street, W. 1si:lrn-st:bl'2 ! T#00140/ (NO.) (STREET) • (CONTR'S LICENSE) f � NUMBER OF PERMIT TO S1311.(i U4JC113+�1g ( - 1�) STORY St _ ;Ie arll:)..•3' DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) Lot #44� a1 :`tc[Li;.'3 ;.1C'I.V,t, Cm.,)C!'7\r .L1i: DISTRICT tC (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT, WIDE BY • FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION - (TYPE) REMARKS: — S8w<•jy:. i/ Ci�l)�J ` J U L!Ci AREA OR 1.3U8 -3q. L t. 40,000.UO PERMIT IL.UU VOLUME (CUBIC/SO'UARE ESTIMATED COST $ FEE , .FEET) 'i OWNER. R. FitYtll , BUILDING DEPT. ADDRESS '.'00 c:[C J .i'r6:6. .`,3, ,-il ,.,�... �ic9 'r BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED ,BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICA-iE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO BEFORE FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFOR E� OCCUPANCY. - POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS LUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS z z /�1 s 2 3 HEATING INSPECTION A RO LS n ENGINEERING DEPARTMENT 1 a, l�C l�if�►C'1 6� (0 A AA OTHER 2 BOARD OF HEALTH x nq ^ i PERMIT WILL BECOME NULL AND V01'D`IF'CONSTRU-CTION c a WORK SHALL NOT PROCEED UNTIL THE INSPEC- INSPECTION INDICATED ON THIS CARD CAN BE TOR HA91APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX. MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE:OR WRITTEN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. .. l r O ►1 ► � � v, o v. X I -�-I G A A E W4x 138 STEE SEAM G k�k N�� /�a�., v u _M co 1111 LLL- I << >) t 77 < lLll 1 c � e 71-011 _ 30,—V" - — __ - i C \n L OLy g1L�� co A.I 1 . l EXISTING 2xi2 R1L.GE LLI GARAGE j mm . 2x 1 O's Q 16"C7.G. QLL FITAN — Q �l y q 6 ,may...,........++. :��4 9A,.-.F.`— 14" 1 4,Y f 7_ KN Cyr :f a „ nu �Stii a.:�