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TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: -AV z�r4vg- Zalne- NLMTBER STIRFF2 VILLAGE Owner's Name:�� /;I// Phone Number Email Address:&9 JoSI-Ifioe vm/"1wX Cell Phone Number�f (al Project cost$ Check one Residential Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize 5 bt �o (,ZZ4- to make application f9if a building permut in accordance with 780 CMR Owner Signature/- Date: oy TYPE OF WORK Siding Windows(no header change) #-j if—ED Insulation/Weatherization Doors (no header change)# I Commercial Doors require an inspector's review E-1 Roof(not applying more than I layer of shingles) Construction Debris will be going to CONTRACTOR'S INFORMATION Contractor's name 5o c) -z- Home Improvement Contractors Registration (if applicable) # (attach copy) Construction Supervisor's License# (06031 (attach copy) 0) 61/4hone number 27 C-1 2 0 1 o 2 Email of Contractor P&L fro�,i M /st N - ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 WARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. ..� APPLICATION NUMBER ............................................................ *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval. *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT'S SIGNATURE Signature 4 Date ���/-k All permit applications are subject to a building official's approval prior to issuance. Town of Barnstable Building Department Services URNUABM ' Brian Florence,CBO MAM 639. Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I ,as Owner of the subject property hereby authorize �! L F)S �f=SO yZ A to act on my behalf, in all matters relative to work authorized by this building permit application for: � � r &blle, Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Own Signature of Applicant J 5 GS0Z Print&Aie Print Name � r Date Q:FORMS:OWNERPERMISSIONPOOLS Rev:08\/16/17 k Town of Barnstable Regulatory Services r Richard V. Scali, Interim Director " BAAM,STABM ' Building Division pa` Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstabic.ma.us Office: 508-862-4038 Fax: 508-790-6230 l P RMIT# "� 5 `O FEE:E � � $ SUED REGISTRATION RESIDENTIAL ONLY 200 square feet or less Location of shed(addr s)/ Village /��/-,,/--/ e,?eo��oo , Property owner's name Telephone number Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:110413 140 2? L01 1 101 1A L01 ? LOT Id, S"Ai 10TAL'ARZA- LOCUS V 9 �tP—tj C A Ky- P-1WEEP, 3., 10'.2 AU CQUIj 1 Itm AREA- .1.500 a r m"OlAng-11W C,/")C-t�,NUXK I . 11 PO DO-,Vl a LOT vlVtH- ma C'Ap.ruc-amER,h, '.01). im—im- IRONY: ;W Me 5" M.Ah K,VALWIC- IMAM 14, PLQK. lss 91. 11 LOT I MW sr II PC t4 LO fly IN— OIRIGINAI- T I f I APPROVAL NOT REQUIRED ]UNDER MW THE SUBDIVII,90N CONTROL LAW AMC, p P4A-nWOU UAW LO ]A ti LUI 13MIM-1 APLE P � yr INA ,RFI 111 1-kq ME--DL OWG20PoL L16I 2 PLAN Or LAND IN BARNSTABLE,n$Y.l M ASS AC H US EWS AS PUEPARru mrz SCOTT HIMSTEAD JOAN S. HIMSTEAD C/O DAME? HALLOCK WPG'A VWAf 1WS PLAN COWC 10 1 He RWORDRDRI—PDMON ORF IClO1rS t tr 976 W-VN MO REGULAW�s or n4- 1 PAG9 0" WALCLANDh my � , PAVE 3 HIPH'Mull PoOm'3100AL 4,10)au V11*0k P,0 BOX 1,44 -MA- Xo,�, 'e .. . _ DEC 2 31015 t TOWN OF BARNSTABLE-P&; 1 , 'rye "IWI ATION Map (2'2"Parcel Application #2b1 , J v Health Division Date Issued Z-2'2 G doe Conservation Division Application FeJ5 0 . 8 Planning Dept. Permit Fee q•t�y Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis Project Street Address Lq NF Village A 2tV�TKI (.E Owner m //VaAJ1'- F G Address Telephone Permit Request Vic) F-e- I AJS U-1_1q 1 EVW i G S r_e/Cf _W ee�%✓eoe/_, ?A-df-L� A WA S �' C�/c i�� . � c�v�/��Pc�C� ,�/ //�iv CdaLNcrs . ,FX�g.�� 02"—'�Fc B67- corn .,C209T6 LA"A1J9 /l o n o?Nb k54eiuo SMi2ens- F Square feet: 1 st floor: existing YW proposed 2nd floor: existing proposed Total new Zoning District tZF' Z Flood Plain Groundwater Overlay Project Valuation 00 Construction Type P-osT 9VA K Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure V Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 010 Number of Baths: Full: existing new Half: existing new _ Number of Bedrooms: existing new Total Room Count (not including baths): existing -,iRL- new First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes j(No Fireplaces: Existing-0—New Existing wood/coal stove: ❑Yes WNo +Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ o ftAttached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes LKNo If yes, site plan review# Current Use E��W� ({o w� Proposed Use l�wo E APPLICANT INFORMATION (BUILDER OR HOMEOWNER) b G Name M ft e_� ��� Y"q� Telephone N er 6 Address 7 SAD Aj�&ao/� ��� License # �' 2 5�Gt�,/ , ✓��`f 40 Home Improvement Contractor# A) & , Email Worker's Compensation # iv ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE t r . 4 i FOR OFFICIAL USE ONLY ,APPLICATION # t DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER ,t DATE OF INSPECTION: FOUNDATION FRAME ` INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL t FINAL BUILDING DATE CLOSED OUT r ASSOCIATION PLAN NO. Town of Barnstable Regulatory Services dpTt ,1,� Richard V.Scali,Director Building Division sAxrrsz'ALE= ' Tom Per Building Commissioner rY� g 03g6 .�� 200 Main Street, Hyannis,MA 02601 �Fn www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION �J Please Print DATE: [ . rZ//lZLL ' O�O 1 S JOB LOCATION: T T 62466 S L11AA0,C �ig�NS✓i��G� (0 2Ce C), number ,� 1 street village "HOMEOWNER": n mi -e ! 1 f�.,aNSEM name home phone# work phone# CURRENT MAILING ADDRESS: �� J(✓ city/town state= 1-�-7 zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building eU rmit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules an a ations. r The undersign d` omeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection proc s r uirements and that he/she will comply with said procedures and requirements. Sign e o Hom r Approval of Buildin Off cial Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. r HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly.when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt.such a form/certification for use in your community. Q:\WPFIL.ES\FORMS\building permit forms\EXPRESS.doe Revised 040215 snxxsreat.E. : - s6gq. ��0 Town of Barnstable Regulatory S-ervices V.Scrili, Building Division Thomas Perry, O Building Commissioner ' 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 roperty Owner Must COMP l to and Sign This Se t'on I Using A Builder I s Owner o the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building p t application for: (Address of Job) Signature of Owner . Date Print Name If Property Owner is applying for permit,p7lese omplete the Homeowners Licen\Exemionm on the reverse side. QAWPFILES\FORMS\building permit forms\EMESS.doc Revised 040215 r l6e cascaae Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Roof BeamlBeam01 Dry(3 spans(Left&Right cantilevers 10/12 slope February 4,2016 15:39:44 BC CALC®Design Report Build 4516 File Name: BC 5488 Job Name: Carriage House Remodel Description:Designs\Beam01 Address: 44 Braggs Lane Specifier: Paul W. Swanson, P.E. City, State,Zip:Barnstable,MA Designer: Customer: Hansen,Mark Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5488 12 l j l I E 03-06-00 A 14-10-00 34-06-00 131 62 Total Horizontal Product Length=22-10-00 Reaction Summary(Down/Uplift) (ibs) Bearing Total B1, 3-1/2" 5,415 62, 3-1/2" 6,138 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126% 1 Roof Load Unf.Area(lb/ftA2) L 00-00-00 22-10-00 15 30 10-09-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 10,471 ft-Ibs 43.5% 115% 13 10-11-00 Neg. Moment -5,044 ft-Ibs 21% 115% 12 18-04-00 Neg. Moment -5,044 ft-Ibs 21% 115% 12 18-04-00 Cont. Shear 3,429 lbs 31.5% 115% 12 17-04-12 a Total Load Defl. U343(0.519") 52.4% n/a 13 10-11-00 Live Load Defl. 2xU347(-0.242") 69.2% n/a 17 00-00-00 fnz Total Neg.Defl. 2xU241 (-0.349") 74.7% n/a 12 00-00-00 r1 Max Defi. 0.5191, 51.9% n/a 13 10-11-00 CD Cant. Max Defl. -0.409" 40.9% n/a 13 22-10-00 ® =i Span/Depth 18.7 n/a n/a 0 00-00-00 co a %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material o B1 Post 3-1/2"x 5-1/4" 5,414 Ibs 9.8% 39.3% Versa-Lam 1.7 B2 Post 3-1/2"x 5-1/4" 6,138 Ibs 11.1% 44.5% Versa-Lam 1.7 Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes or Moss Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(2xU240)Live load deflection criteria. RAtlLW. tiG Design meets arbitrary(1")Maximum total load deflection criteria. SWANSOPI m Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. o STRUCTURAL Calculations assume Member is Fully Braced. " No.35334 Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. S10NAL����� vv� Page 1 of 2 BoiseCasceoe Double 1-3l4" x 7-114" VERSA-LAM®2.0 3100 SP Floor BeamlBeam02 Dry 1 span(No cantilevers 1 0/12 slope February 4,2016 15:39:44 BC CALC®Design Report Build 4516 File Name: BC 5488 Job Name: Carriage House Remodel Description: Designs\Beam02 Address: 44 Braggs Lane Specifier. Paul W.Swanson,P.E. City, State,Zip:Barnstable, MA Designer: Customer: Hansen,Mark Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5488 1 t { I 1 J t Moe' 05.00-00 i BO 61 Total Horizontal Product Length=05-00-00 Reaction Summary(Down/Uplift) (ibs) Bearing Total BO, 3-1/2" 4,465 B1, 3-1/2" 1,759 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Ceiling Unf.Area(lb/ft^2) L 00-00-00 05-00-00 10 10 01-00-00 2 Beam01 at bearing... Conc. Pt. (Ibs) L d1-06-00 01-06-00 2,141 3,997 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 5,649 ft-Ibs 58.6% 115% 2 01-06-00 End Shear 4,450 Ibs 80.3% 115% 2 00-10-12 Total Load Defl. U999(0.072") n/a n/a 2 02-03-04 Live Load Defl. U999(0.046") n/a n/a 5 02-03-04 Max Defl. 0.072" n/a n/a 2 02-03-04 Span/Depth 7.5 n/a n/a 0 00-00-00 %Allow %Allow Hearing Supports Dim (L x U10 Value Support Member Material BO Wall/Plate 3-1/2"x 3-1/2" 4,465 Ibs 85.8% 48.6% Spruce Pine Fir B1 Wall/Plate 3-1/2"x 3-1/2" 1,759 Ibs 33.8% 19.1% Spruce Pine Fir Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. �W 0�M40S PAUL W. 4��G SWAMSM v I'RUCTURAL No.35334� �o T S/O AI:��G�� Page 41 of 2 ®tlokseCascade Double 2 x 8 SPF #2 Floor BeamlBeamW 11110-- Dry 1 span No cantilevers 0/12 slope February 4,2016 15:39:44 BC CALC®Design Report Build 4516 File Name: BC 5488 Job Name: Carriage House Remodel Description: DesignstBeam03 Address: 44 Braggs Lane Specifier: Paul W.Swanson, P.E. City,State,Zip:Barnstable, MA Designer: Customer. Hansen,Mark Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5488 03-00-00 BO B1 Total Horizorda I Product Length=03-00-00 Reaction Summary(Down I Uplift) (ibs) Bearing Total BO, 1-1/2" 625 B1, 1-1/2" 1,239 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start find 100% 90% 115% 160% 126% 1 Ceiling Unf.Area(lb/f A2) L 00-00-00 03-00-00 10 10 03-00-00 2 Beam02 at bearing... Conc. Pt. (Ibs) L 02-00-00 02-00-00 25 642 1,117 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos.Moment 1,142 ft-lbs 43.2% 115% 2 02-00-00 Completeness and accuracy of input must End Shear 1,213 Ibs 53.9% 115% 2 00-08-12 be verified by anyone who would rely on Total Load Defl. U999(0.01") n/a n/a 2 01-07-11 output as evidence of suitability for Live Load Defl. U999(0.006") n/a n/a. 5 01-07-11 particular application.Output here based Max Defl. 0:01" n/a n/a 2 01-07-11 on building code-accepted design properties and analysis methods. Span/Depth 4.8 n/a n/a 0 00-00-00 Installation of Boise Cascade engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 1-1/2"x 3" 625 Ibs 19.2% 32.7% Spruce Pine Fir or ask questions,please call 131 Post 1-1/2"x 3" 1,239 Ibs 38% 64.8% Spruce Pine Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS'"', Notes ALUOIST®,BC RIM BOARD-,BCIS, Design meets Code minimum(U240)Total load deflection criteria. BOISE MO,VE SIMPLE FRMING n meets Code minimum(U360)Live load deflection criteria. SYSTEM®, RSA-LAM®,VERSA-RIM Design PLUS@,VERSA-RIM®, Design meets arbitrary(1")Maximum total load deflection criteria. VERSA-STRAND®,VERSA-STUDS are Calculations assume Member is Fully Braced. trademarks of Boise Cascade Wood Design based on Dry Service Condition. Products L.L.C. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products,including but not limited to notching,connections,installation, and engineer/architect certification is the responsibility of the project's design professional of record. Deflections less than 1/8"were ignored in the results. ��k OF PAULW. c�G s :WA.NSON o STRUCTURAL a 9 No,353?4® SSlOMAL�`� Page 1 0111 Zr �j (ValseCascade Double 1-3/4" x 7-1/4" VERSA-LAM®2.0 3100 SP Floor BeamlBeam04 Dry 1 span(No cantilevers(0/12 slope February 4,2016 15:39:44 BC CALC®Design Report Build 4516 File Name: BC 5488 Job Name: Carriage House Remodel Description: Designs\Beam04 Address: 44 Braggs Lane Specifier: . Paul W.Swanson, P.E. City, State,Zip:Barnstable, MA Designer: Customer: Hansen, Mark Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5488 03-00-00 BO 61 Total Horizontal Product Length=03-00-00 Reaction Summary(Down I Uplift) (ibs) Bearing Total BO, 3-1/2" 604 B1, 3-1/2" 4,863 Live Dead Snow Wind Roof Live Trlb. Load Summary Tag Description Load Type Ref. Start End 100% 90% 1160/6 160°/, 126% 1 Ceiling Unf.Area(Ib/ft"2) L 00-00-00 03-00-00 10 10 01-00-00 2 Beam01 at bearing... Conc. Pt. (Ibs) L 02-06-00 02-06-00 1,871 3,544 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,317 ft-Ibs 13.7% 115% 2 02-06-00 End Shear 1,300 lbs 23.4% 115% 2 00-10-12 Total Load Defl. U999(0.005') n/a n/a 2 01-08-04 Live Load Defl. U999(0.003") n/a nla 5 01-08-04 Max Defl. 0.005" n/a n/a 2 01-08-04 Span/Depth 4.2 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x w) Value Support Member Material BO Wall/Plate 3-1/2"x 3-1/2" 604 Ibs 11.6% 6.6% Spruce Pine Fir B1 Wall/Plate 3-1/2"x 3-1/2" 4,862 Ibs 93.4% 52.9% Spruce Pine Fir Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. I�A OF M�,4 ��� ?A I y I a"YN/SJVfb r:l. v S1Ri'CTURRL No.35334® IS'fE��\��'c, �`ys/O1111 L PA Page 1 of 2 Bolsecascade Triple 1-3/4" x 5-1/2" VERSA-LAIM@ 2.0 3100 SP Floor BeamtBeam05 Dry 1 span No cantilevers 0/12 slope February 4,2016 15:39:44 BC CALC®Design Report Build 4516 File Name: BC 5488 Job Name: Carriage House Remodel Description: Designs\BeamO5 Address: 44 Braggs Lane Specifier: Paul W.Swanson,.P.E. City State,Zip: Barnstable,MA Designer: Customer: Hansen,Mark Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5488 s. r 07-0"0 130 B1 Total Horizontal Product Length=07-06-00 Reaction Summary(Down/Uplift) (ibs) Bearing Total BO 3,204 B1,3-1/2" 1,415 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(lb/ft^2) L 00-00-00 07-06-00 40 12 01-00-00 2 Beam02 at bearing... Conc.Pt. (Ibs) L 02-03-00 02-03-00 25 1,586 2,879 n/a Controls Summary Value %Allowable Duration Case Location Pos.Moment 6,823 ft-Ibs 79.6% 115% 2 02-03-60 End Shear 3,191 Ibs 50.6% 115% 2 00-07-08 Total Load Deft. U258(0.334") 93.1% n/a 2 03-03-11 Live Load Defl. U410(0.21") 87.9% n/a 5 03-03-11 Max Defl. 0.334" 33.4% n/a 2 03-03-11 Span/Depth 15.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x 1An Value Support Member Material BO Hanger 2"x 5-1/4" 3,204 Ibs n/a 40.7% Hanger B1 Wall/Plate 3-1/2"x 5-1/4" 1,414 Ibs .18.1% 10.3% Spruce Pine Fir Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. OF N4ss� n� PAULVI'. cy� YANSO v STRUCTURAL No.35334� 4'S/pylAL��� Page 1 of 2 Boise Cascade Triple 1-3/4" x 5-112" VERSA-LAM®2.0 3100 SP Floor EeamlEeamN Dry 11 span No cantilevers 1 0/12 slope February 4,2016 15:39:45 BC CALC®Design Report Build 4516 File Name: BC 5488 ,lob Name: Carriage House Remodel Description: DesignskBeam06 Address: 44 Braggs Lane Speer. Paul W. Swanson, P.E. City,State,Zip:Barnstable, MA Designer: Customer. Hansen, Mark Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5488 4, 07-06-00 BO B1 Total Horizontal Product Length=07-06-00 Reaction Summary(Down/Uplift) (ibs) Bearing Total BO 1,426 B1, 3-1/2" 647 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 1000/0 90% 116% 160% 125% 1 2nd floor Unf.Area(lb/ft^2) L 00-00-00 07-06-00 40 12 01-00-00 2 Beam03 at bearing... Conc. Pt. (Ibs) L 03-00-00 03-00-00 62 485 754 n/a 3 Beam03 at bearing... Conc. Pt. (Ibs) L 00-03-00 00-03-00 53 261 364 n/a Controls Summary Value %Allowable Duration Case Location Pos.Moment 2,318 ft-Ibs 27% 115% 2 03-00-00 End Shear 902 Ibs 14.3% 115% 2 00-07-08 Total Load Defl. U999(0.119") n/a n/a 2 03-05-10 Live Load Defl. U999(0.067") n/a n/a 5 03-05-10 Max Defl. 0.1191" n/a n/a 2 03-05-10 Span/Depth 15.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x w) Value Support Member Material BO Hanger 2"x 5-1/4" 1,426 Ibs n/a 18.1% Hanger B1 Wall/Plate 3-1/2"x 5-1/4" 647 Ibs 8.3% 4.7% Spruce Pine Fir Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. ' Deflections less than 1/8"were ignored in the results. �Q�tN 0F>IAgsI f PAULK 6C o t )TREICTURAL No.35334 'SS10NAL�G I' � w Page 1 of 2 ®Boise cascade Triple 1-3/4" x 7-1/4" VERSA-LAM®2.0 3100 SP Floor BeamlBeam07 Dry(2 spans No cantilevers 10/12 slope February 4,2016 15:39:45 BC CALC®Design Report Build 4516 File Name: BC 5488 V 50 57CC— Job Name: Carriage House Remodel Description:Designs\Beam07 I& l Address: 44 Braggs Lane Specifier: Paul W.Swanson, P.E. l�/Gx9 x Z( City,State,Zip:Barnstable,MA Designer: Customer: Hansen,Mark Company: Swanson Structural,'Inc. Code reports: ESR-1040 Misc: job 5488 r-A V,v. s e�wV. = 2- 4 AX9 9'� 146.4in g >d(.5 -t-_ lZ MP 15rlk- V i • i s i w ' 1 v I i r. v v ® e v .s • 'v• 1 e 12-06-00 09-00-00 BO B1 62 Total Horizontal Product Length=21-06-00 Reaction Summary(Down I Uplift) (ibs) Bearing Total BO 2,192 B1, 3-1/2" 7,934 62 1,286 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126% 1 2nd floor Unf.Area(ib/ft^2) L 00-00-00 21-06-00 40 12 06-09-00 2 Beam05 at bearing... Conc.Pt. (Ibs) L 08-06-00 08-06-00 165 1,186 2,017 n/a 3 Beam06 at bearing... Conc. Pt.(Ibs) L 14-00-00 14-00-00 236 620 805 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 7,510 ft-Ibs 52% 115% 8 07-03-08 Neg. Moment -8,913 ft-Ibs 61.7% 115% 13 12-06-00 Neg. Moment -8,913 ft-Ibs 61.7% 115% 13 12-06-00 End Shear 1,913 Ibs 26.5% 100% 2 00-09-04 Cont. Shear 4,236lbs 50.9% 115% 13 11-09-00 Uplift -308lbs n/a 115% 8 21-06-00 Total Load Defl. U264(0.563") 90.8% n/a 8 06-02-07 Live Load Defl. U396(0.376") 90.9% n/a 23 06-02-07 Total Neg. Defl. U795(-0.134") 30.2% n/a 8 16-00-00 Max Defl. 0.563" 56.3% n/a 8 06-02-07 Span/Depth 20.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Hanger 2"x 5-1/4" 2,192 lbs n/a 27.8% Hanger B1 Post 3-1/2"x 5-1/4" 7,934 Ibs 14.4% 57.6% Versa-Lam 1.7 B2 Hanger 2"x 5-1/4" 1,286 Ibs n/a 16.3% Hanger B2 Hanger Uplift 2"x 5-1/4" 308 Ibs n/a 3.9% Hanger �k0f Cautions $. I'A0l W cam„ Uplift of-308 Ibs found at span 2-Right. 3 AN i� STRUCTURAL Notes No.353340 Q Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. S/p[No AI �G Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page i of 2 /S\BQlse Cascade Triple 1-3/4" x.7-1/4"VERSA-LAM®2.0 3100 SP Floor Beam\Beam08 Dry 1 span No cantilevers 1 0/12 slope February 4,201615:39:45 BC CALC®Design Report --- Build 4516 File Name: BC 5488 Job Name: Carriage House Remodel' Description:Designs\Beam08 Address: 44 Braggs Lane Specifier: Paul W.Swanson, P.E. City, State,Zip:Barnstable,MA Designer. Customer: Hansen, Mark Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5488 12-08-00 so 131 Total Horizontal Product Length=12-08-00 Reaction Summary(Down I Uplift) (ibs) Bearing Total BO,3-1/2" 2,211 B1, 3-1/2" 2,211 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 2nd floor Unf.Area(lb/ft"2) L 00-00-00 12-08-00 40 12 06-06-00 Controls Summary value %Allowable Duration case Location Pos. Moment 6,502 ft-Ibs 51.8% 100% 1 06-04-00 End Shear 1,898 Ibs 26.2% 100% 1 00-10-12 Total Load Defl. U280(0.523") 85.7% n/a 1 06-04-00 Live Load Defl. U376(0.39") 95.8% n/a 2 06-04-00 Max Defl. 0.523" 52.3% n/a 1 06-04-00 Span/Depth 20.2 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim (L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 5-1/4" 2,210 Ibs 28.3% 16% Spruce Pine Fir B1 Wall/Plate 3-1/2"x 5-1/4" 2,210 Ibs 28.3% 16% Spruce Pine Fir Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. r btiA a10N $ll'tif,QJRAL z3 .o allo.3a334� AL Page Page 1 of 2 �BoiseCascade Quadruple 1-3/4" x 7-114" VERSA-LAM®2.0 3100 SP Floor BeamlBeam09 Dry 1 span No cantilevers 1 0/12 slope February 4,2016 15:39:45 BC CALC®Design Report Build 4516 File Name: BC 5488 W tax Job Name: Carriage House Remodel Description:Designs\Beam09 Address: 44 Braggs Lane Specifier: Paul W. Swanson, P.E. City, State,Zip:Barnstable, MA Designer: Customer: Hansen, Mark Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5488 N Lfy v�� . Sf� 1 ea�;•v� ! (7x���)' /5.3 ask 6a�Gx9�'` .�= ld•� � 15.3 � a 12-0s-oo BO 61 Total Horizontal Product Length=12-08-00 Reaction Summary(Down/Uplift) (ibs) Bearing Total BO, 3-1/2" 2,359 B 1, 3-1/2" 5,622 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(lb/ft^2) L 00-00-00 12-08-00 40 12 06-00-00 2 Beam04 at bearing... Conc. Pt. (Ibs) L 08-00-00 08-00-00 15 226 378 n/a 3 Beam04 at bearing... Conc.Pt. (Ibs) L 11-00-00 11-00-00 15 1,697 3,165 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 9,804 ft-Ibs 50.9% 115% 3 08-00-60 End Shear 5,383 Ibs 48.5% 115% 3 00-10-12 Total Load Defl. U253(0.58") 95% n/a 3 06-08-00 Live Load Defl. U402(0.365") 89.6% n/a 6 06-08-00 Max Defl. 0.58" 58% n/a 3 06-08-00 Span/Depth 20.2 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x M Value Support Member Material BO Wall/Plate 3-1/2"x 7" 2,359 Ibs 22.7% 12.8% Spruce Pine Fir B1 Wall/Plate 3-1/2"x 7" 5,622 Ibs 54% 30.6% Spruce Pine Fir Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. . Deflections less than 1/8"were ignored in the results. %A Of Fastener Man ufacturer:Simpson Strong-Tie, Inc. PAt11 W. R�VA�ISOis ; c'rs STRUCTURAL p No.353341, NAL z/4/i� Page 1 of 2 4"el►'hR91secascade Double 2 x 8 SPF #2 Floor Beam\Beaml0 Dry f 2 spans No cantilevers 1 0/12 slope February 4,201615:39:45 BC CALC®Design Report Build 4516 File Name: BC 5488 Job Name: Carriage House Remodel Description:Designs\Beam10 Address: 44 Braggs Lane Specifier: Paul W. Swanson, P.E., City,State,Zip: Barnstable, MA Designer: Customer. Hansen,Mark Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5488 ' 2..' 1 i i I 3 i 0 -06-o0 oz os o B0 61 B2 Total Horizontal Product Length=05-00-00 Reaction Summary(Down/Uplift) (ibs) Bearing Total BO, 5-1/2" 996 B1, 3-1/2" 3,517 B2, 5-1/2" 599 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126% 1 2nd floor Unf.Area(lb/ft^2) L 00-00-00 05-00-00 40 12 01-00-00 2 Wall Unf. Lin. (lb/ft) L 00-00-00 05-00-00 60 Na 3 Roof Unf.Area(lb/ft"2) L 00-00-00 05-00-00 15 30 10-09-00 4 Beam09 at bearing... Conc. Pt. (Ibs) L 02-00-00 02-00-00 1,527 831 510 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 599 ft-Ibs 26.1% 100% 2 02-00-00 Neg. Moment -678 ft-Ibs 25.7% 115% 13 02-06-00 Neg. Moment -678 ft-Ibs 25.7% 115% 13 02-06-00 End Shear 411 Ibs 21% 100% 2 01-00-12 Cont.Shear 1,168 Ibs 59.6% 100% 1 01-09-00 Total Load Defl. L/999(0.003") n/a n/a 8 01-05-14 Live Load Defl. U999(0.002") n/a n/a 23 01-06-03 Total Neg. Defl. L1999(-0.001") n/a n/a 2 03-03-04 Max Defl. 0.003" n/a n/a 8 01-05-14 Span/Depth 3.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim (L x W ) Value Support Member Material. BO Wall/Plate 5-1/2"x 3" 996 Ibs 14.2% 14.2% Spruce Pine Fir s OF�4s�9 B1 Wall/Plate 3-1/2"x 3" 3,517 Ibs 78.8% 78.8% Spruce Pine Fir B2 Wall/Plate 5-1/2"x 3" 599 Ibs 8.5% 8.5% Spruce Pine Fir PAULW. tiG C, STRUCTURAL Notes No 35W � Design meets Code minimum(L/240)Total load deflection criteria. �y� Q Design meets Code minimum.(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. s/lJfVAI� '� Calculations assume Member is Fully Braced. Design based on Dry Service Condition. D ` The analysis of solid sawn wood members is in accordance with the NDS and is limited to the I^^� o✓ output shown above. All other support and design for these products,including but not / limited to notching, connections,installation,and engineer/architect certification is the responsibility of the projects design professional of record. r Deflections less than 1/8"were ignored in the results. Page 1 of 2 o ; u a ,f B• , B � o :.. .... .. . ., .. �,g..,... .... ... . .. _ .I i i I.i-..� _ .,.fo•w-... . .. i.i i _ .. ..._io•fve• ', !i � •� � ,`�; Go e —�'�. L2VDJC ilg I ! I b BEOROOMp2 } OELROOMp9 w, W v o a ;i; S li a d d Cl— ujCFO".vwv cc Mw uufvparauMBvaBy uuwR7 a s7fl 4 TVAGM r f1 o a fn s a FmW"T,gfJupo __j - ] FOYER I AREAWas l� f pgk (� yPEW STAIRS W/MM 9-1/Y II_ ONN TO YHOW TREADS&MAX 6-1/M F45ER5 tt_ C I I (AMAL WU BEAFFR=7-SN'.) _..,t c� Ili AUNEWM=65TAmsa LA"Wh I _ i100YE TONAYE,y'TOFRAII.W/AU i I I{ m `Z lii SFACES ttETMNBAUl3'(EAS TO l;l i i s B,v1 \i, I "f � I �'}^ Reuov. FANIAYI I i aATM f IW. !` ill I 6 j` LA11CRY,I 6 'I rout• -Cv.__� �I ® I V11- I I O t I--- '0 f b ��. .BEDROOM Aq F°RM I II i f iPf rY _ dote: 10_a7-15 stole: 1/4"=1V �. EXIST FMST FLOOR EXIST. SECONb FLOOR NEW STAM NEW BATHROOM d, - i u 0 rl'0• rr°• s M to do L 0 N I G 4 IIVOJG LLl BEDROOM,r2 w � BEDROOM M] h IlaE. 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CdrL+NG a✓M � � 45.1. `! s E U 1.( ZX� ��R• __ � II ! i �irtw°ramsrieaawr I � admcmw t �g p�� a t �r ! .u.aewwmsesnmoa !`Ci �a s I jjj e ! weore,c aa.a•.awadinu !(� r g ®= 2- i3/4xzr4 L-w r+Dr;. { ;4x 1 444 �--I� 3 Lvt, Fir /NTv SPz I 9 3%y..0 'a,,vl © 3' 1/44 57i e Q �-� - i ! r o --�«* �i,, r� © z 3• I>/6,x 5%y' Lw pff/NR9 5�- ! 4x4!'t ,' ly, a.nli �orlul� roJ \ auroa — , ,. I nvr , I� �I jj e r �S W/ox9 f ) �Pucsi• i ' E; Je ��� � ; I S&Adw sb Gxisr. 6knMa v'�Z- IA 3533 PAUtW.4�c� �1®�-y2s rA.VSS wv z p/8 SWAN. d STRUCTURAL cAn .s - P!4""IV DPSY.FMST FLOOR 'S+avNtE pass.SECOND FLOOR 4x¢ P&W CAeH 6 vD NEW STAMSS �� BATMOOM 6 Sr,2 S k o� W LAUNORY ROOM ©° Meal Z- 1-95 KD (o, Z-?atW ;14 16.1 02-O�F-16 Swanson StruCturta(',Me. _ 116 Forest Strut 1 > Fr6nE:41//n11. MA 020W t_Pzv( Swanson 5'08-446-1042 Tots sog TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION /, 9 9 Ma Parcel l0 �on ;?�n Health Division Date Issued a 'I Conservation Division Application Fee Planning Dept. Permit Fee 1� 3 Date Definitive Plan Approved by Planning Board 'Pic Historic - OKH _Preservation /Hyannis Project Street Address 7 Iuq 9s `� e Village wn s u, </ �- Owner G, I N �o- //� C C Address 7 Telephone Permit Request 144 12 ` a _e_ lglose 14J°a q 1`0 -1 6a a i`C 'Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District P� Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ur' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other ® -,:�? --I Basement Finished Area (sq.ft.) Basement Unfinished Area (sgsft)I -K Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new crs Total Room Count (not including baths): existing new First Floor Ro Count= Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing Wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 19 No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION r,, / l;s,�,veltcTelephone ILDER OR HOMEOWNER) p NAme V /;/, I ugl d( ,sl`e Number ��� �� `0 � 03�� Address 'q`t`\h '✓ P License # d OJ �n Home Improvement Contractor# Worker's Compensation # C33SJ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO d� SIGNATURE DATE a s FOR OFFICIAL USE ONLY APPLICATION# r t DATE ISSUED r ' MAP/.PARCEL NO. ADDRESS VILLAGE OWNER ` DATE OF INSPECTION: _ FOUNDATION, FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL Y FINAL BUILDING E. DATE CLOSED OUT ASSOCIATION PLAN NO. Building Permit Authorization I, David.fHallock as owner hereby give my permission to Cape Save, Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Office:508-398-0398 to take all necessary steps to obtain a building permit to perform work at my property located at 44 Braggs Lane Barnstable, MA 02630 Signed Date �'` ' ©�- 10l�liLi Cape Save Inc:'.I.! 0; 4 7-D Huntington Avenue South Yarmouth, N�A102w6641 tr# Ot 06 Tel: 508-398-0398 Fax: 508-398-0399 9/29/14 Town of Barnstable Thomas Perry CBO Building Commissioner 200 Main St. Hyannis,MA 02601 RE: Building Permits Dear Mr. Perry, This affidavit is to certify that for 44 Braggs Lane,Barnstable: No work performed. Please close permit. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey