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Home My WebLink AboutBLDR-23-12970 RE EIVED O E & TWO FAMILY ONLY-BUILDING PERMIT OCT 16 2023 Town of Yarmouth Building Department o..... r .. 1146 Route 28,South Yarmouth,MA 02664-4492 �IL-D-I508-398-2231 ext. 1261 Fax 508-398-0836 1 ..,e1 BUILDING DEPARTMENT "":ai By:_ ___..._.__ Massachusetts State Building Code,780 CMR �' ., ;,. Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section 'r Official Use Only Building Permit Number: (?)L-N2?- J 1 if Ajmlied: \f*L), ri424417:rrf4Y15 ' Building Official(Print Name) .,v'7.7;7.--;" G. SECTION 1:SITE INFORMATION 1.1„I'Z ro,perk Address: �¢ 1.2 Assessors Map&Parcel Numbers 1.i a Is thisis�C�an accepted street?yes , no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: (� Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 'f?\ 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: _ Outside Flood Zone? Municipal El On site disposals stem Public yi Private 0Check if yes0 p y SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: L.c W.la-vu440.42X O Name(Print) City,State,ZIP &Z Li s A4C. No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building Cl Owner-Occupied 0 i Repairs(s) 0 Alteration(s) El Addition V Demolition 0 Accessory Bldg.0 Number of Units Other 0 Specify: Brief Description of Proposed Work2: SECTION 4:ESTIMATED CONSTRUCTION COSTS. • Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ G 1. Building Permit Fee:$ Indicate how fee is determined: 7 r Cl Standard City/Town Application Fee 2.Electrical $ 10r ❑Total Project Costa(Item 6 x m tt x - 3.Plumbing $ ,�G Ce7 2. Other Fees: $ J U C 16 3 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire . . . $ Total All Fees:$ ' Suppression) Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ ZiS e ❑Paid in Full 0 Outstanding Balance Due:3 1,73 1"�—r SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Su ervisor License(CSL) C5f—/ � p�Z5-. /4� /-e°144A1.445 zei License Number Expiration DateName of C er es— 2 / D ? List CSL Type(see below) No.and Street (O Type Description 2(,l A-14 Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted lea Family Dwelling City/To State,ZIP lvi Masonry /,LC„"6!/-1C tM•4 d 2/ q5— RC Roofing Covering "``��- (P t WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 1 � e17t S rvc ` YO OS-ap-Z '�Y1?l;t y!l..t/I ��' IAA c_ HIC Registration Number Expiration Date HIje�rtpatiy ame or ETCRegistrant l �GGSt t No. S egt _�`j po 5-cg Ze Email address Cit�,State,ZIP Telephone eeR� .Ao SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes 121/ No 0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. tC (o - Z3 Print 0 s N (Electronic Signature) Date • SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of ray knowledge and understanding. Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.It.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" `� The Commonwealth of Massachusetts Department oflndustrialAccidents 1 Congress Street,Suite 100 R Boston,MA 02114-2017 www.mass.govldia \Vorkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): 6-ye +d/j4,./1i�,(/t e____ • Address: 31G5 City/State/Zip: eyi9 /'S,ti,Z.QE2Z4,0/ Phone#: ,SOS —2-9c fF.5" Are you an employer?Check the appropriate box: Type of project(required): I.Q i am a employer with employees(full and/or part-time).* 7. Q New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. Q Remodeling any capacity.[No workers'comp.insurance required.] 3.0 I am a homeowner doing all work myself.[No workers'comp.insurance required.]t g Demolition❑ 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 wilding addition ensure that all contractors either have workers'compensation insurance or are sole 11.Q Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.J I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp.insurance.' 1 •Q Roof repairs 611 We are a corporation and its officers have exercised their right of exemption per,MSGL c. 14•Q Other 152,§I(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box m i must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic,II: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify und;;�i,'ins and penalties of perjury that the information provided above is true and correct. Signature: _�� Date: (e) -Or lO U Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext.-1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at L Q27-6- Work Address Is to be disposed of oat the following location: g Z ,4cics AtA Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. Signature of Application Date Permit No. OBS : Any extra work will be charged at a rate of $95/hr will client's consent Duration of job Job will take approximately 4 months from start to finish Total will be $215.000.00 The payment will be split into three different payments with 40% as the down payment, 30%due after rough framing, and the final 30% after job is completed Home Owner Signature: _,< >�/ - Date / if /. Contractor Signature: tom-- Date: -?. ', /7,,i,L7-e_3 f E.R Mantini Construction 508-280-0785 375 Compass Circle 02601 Hyannis, MA Bill and Cheryl Smith 82 Acres Ave, West Yarmouth, MA 02673 Addition Framing new addition as shown on plans - install Harvey windows on new addition only -New roof on addition and main front of house only - install exterior trim to match the existing part of the house, interior trim around windows and doors - Sauna tube foundation on new addition - install white cedar shingle on new addition, new electrical - install new hardwood flooring to match the existing flooring - install new gas line for the fireplace only -home owner will supply gas fireplace and will be an additional charge - install insulation R30 on ceiling and flooring as well as R19 on walls - install 1/2" sheetrock and spackle walls and ceiling on new addition only - sand and paint new addition only -build front porch as shown on plans (Walkway, driveway, landscape NOT included) - Replace the face trim of the existing main house only - baseboard installation in addition 1 of 9 THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street-Suite 710 Boston,Massachusetts 02118 Home Improvement Contractor Registration Type: Corporation Registration: 177406 E.R. MANTINI CONSTRUCTION INC. Expiration: 05/10/2024 375 COMPASS CIRCLE HYANNIS.MA 02601 Update Address and Rett THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date.If found return to: TYPE:Corporation Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washington Street-Suite 710 77406 05/1012024 Boston,MA 02118 E.R.MANTINI CONSTRUCTION INC. ELISEU RAMOS l 375 COMPASS CIRCLE HYANNIS.MA 02601 , Undersecretary ✓: Not valid without signature THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street-Suite 710 Boston,Massachusetts 02118 Home Improvement Contractor Registration Type: Supplement Car Registration: 177406 E.R. MANTINI CONSTRUCTION INC. 375 COMPASS CIRCLE Expiration: 05/10/2024 HYANNIS.MA 02601 Update Address and Rob. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs 8 Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date.If found return to: TYPE:Supplement Card Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washington Street-Suite 710 177406 05/10/2024 Boston,MA 02118 E.R.MANTINI CONSTRUCTION INC. OANIEL EIZENBERG 375 COMPASS CIRCLE = HYANNIS.MA 02601 Undersecretary Not valid without signature C4 ,.., ..... „• 00,0 3 t... 9 n 0 t 3= .,......, a 0 ...* ,.....E. 1..... g ; .. 0 ,:„... --:, .... - ...: ID 7 & ;ic, , ral• .. .., .,_ • • , • ri -.. •- • -„,,, -,'-, 4, , 0 to o; ir . ., , •2 A 44.00.,:o i TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner FINAL COST AFFIDAVIT FOR WORK IN FEMA FLOOD ZONE To the Building Commissioner, In accordance with 780 CMR Section 109 of the Massachusetts State Building Code, the to 1 estimated cost construction, including all related costs* of the building at 2.4 r, ,�L, twodr aGrc) / and constructed, reconstructed,altered,repaired, or extended under building permit no. amounts to$ L [ 000 , 00 I, ge, r f e g ,being referred to as the owner/agent identified below,do solemnly swear that the statements made herein are strictly true,correct and made in good faith. *Related construction costs include all work done with or concurrently with the work contemplated by the building permit including construction, reconstruction, repairs, demolition, HVAC work, etc. Furnishings and portable equipment are not part of the total construction costs. (A)._ e,41, 71( Signature=of owrier/agent � ..� (-1/2:/t7e 6CA r;V3/"..det— ,,J /c- ® J� otary Public Signature My Commission Expires Notary Seal: Client: Eli Mantini Date: 10/2/2023 Page 2 of 12 Project Input by: isDesign Address: 82 Acres Ave.,West Yarmouth,MA Job Name: 6542 "*mi. Project#P J1 S-P-F #2 2.000" X 8"000" - PASSED Level:Levei 4 I 1 t' ,j 1 , ' , 7 1/4" 1 SPF 2 Hanger(LUS28) 11'6" ✓ y1 1/2" 11'6" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Direction Live Dead Snow Wind Const Spacing: 12"o.c. Design Method: ASD 1 Vertical 280 300 241 0 0 Moisture Condition: Dry Building Code: IBCIIRC 2015 2 Vertical 230 90 34 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 5/8 APA Rated Sturd-l- Importance: Normal-II FloorPlywood Nailed Temperature: Temp<=100°F and Glued Ceiling: Gypsum 1/2" Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-SPF 5.500" Vert 20% 300/391 691 L D+0.75(L+S) 2- 5.250" Vert 29% 90/230 320 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 995 ft-lb 5'1 5/16" 1322 ft-lb 0.753(75%)D+L L Shear 649 lb 1'3/4" 1126 lb 0.576(58%)D+0.75(L+S)L LL Deft inch 0.156(U845) 5'8 3/18" 0.276(U480) 0.568(57%)0.75(L+S) L TL Defl inch 0.246(U537) 57 1/8" 0.551(U240) 0.447(45%)D+0.75(L+S)L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor 2 Point 1-9-0 60 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall 3 Point 1-9-0 50 PLF 50 PLF 0 PLF 0 PLF 0 PLF Ceiling 4 Point 1-9-0 165 PLF 0 PLF 275 PLF 0 PLF 0 PLF Roof Manufacturer Info This design is valid until 11/3/2024 - Version 21.80.417 Powered by iStructTM Dataset:23091201.1447 CSD I Mai il't Client: Eli Mantini Date: 10/2/2023 Page 1 of 12 Project: Input by: isDesign Address: 82 Acres Ave.,West Yarmouth,MA Job Name: 6542 virrimosi. Project#: B1 S-P-F #2 2.000" X 10.000" 2-Ply - PASSED Level:Level 1 . _.. ..,�.�_u._.__.�.._..._2.�a ..._ .___ ._��_u...<_.. �,_-..._. �u._.,.�_......,:.._..-......._.....� ! t t I L_ - I + / 9 1/4" E J / 1 SPF End Grain 2 SPF End Grain 12'/ / /--/3" 12' / Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 Vertical 244 610 610 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 236 590 590 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal-II Ceiling: Gypsum 1/7' Temperature: Temp<=100°F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb, 1-SPF 5.500" Vert 18% 610/641 1251 L D+0.75(L+S) End Analysis Results Grain Analysis Actual Location Allowed Capacity Comb. CaseEnd 2 SPF 3.000" Vert 32% 5901619 1209 L D+0.75(L+S) Moment 3340 ft-lb 6'1 1/4" 3946 ft-lb 0,846(85%)D+0.75(L+S)L Grain Unbraced 3340 ft-lb 6'1 1/4" 3946 ft-lb 0.846(85%)D+0.75(L+S)L Shear 999 lb 1'2 3/4" 2872 lb 0.348(35%)D+0.75(L+S)L `°i" LL Defl inch 0.145(U946) 6'1 1/4" 0.381(U360) 0.381(38%)0.75(L+S) L3, TL Defl inch 0.283(U484) 6'1 1/4" 0.571(U240) 0.496(50%)D+0,75(L+S)L f Ql,�^syt§ I - 9 ;f' pliWL Design Notes S' °rxi� 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support C id STR!211,t4A1 1-_ may also be required at the interior bearings by the building code. 3` 2 Girders are designed to be supported on the bottom edge only. , ik 334 4 3 Multiple plies must be fastened together as per manufacturer's details. SA414/11- ----'- 4 Top loads must be supported equally by all plies. / 4 c 6+�� 5 Top must be continuously laterally braced. /�/�"/a D 2j 6 Bottom must have sheathing attached or be continuously braced. f! 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 4-0-0 Top 10 PSF 10 PSF 0 PSF 0 PSF 0 PSF Ceiling 2 Uniform 4-0-0 Top 15 PSF 0 PSF 25 PSF 0 PSF 0 PSF Roof Manufacturer Info 7 i This design is valid until 11/3/2024 1 1 Version 21.80.417 Powered by iStruct"Dataset:23091201.1447 # CSDI M. Client: Eli Mantini Date: 10/2/2023 Page 4 of 12 ° Project: Input by: isDesign Address: 82 Acres Ave.,West Yarmouth,MA Job Name: 6542 'fIOUNIND Project#: —a B3 Versa-Lam LVL 2.1E 3100 SP 1.750"X 16.000" 3-Ply -PASSED Level:Level C { l 43 air 2 3 1 1PA / 111 1 SPF End Grain 2 SPF End Grain 1 23'6• / H51/4" 23'6" Member Information Reactions UNPAITERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 1131 1691 461 0 0 Moisture Condition: Dry Building Code: IBC/MC 2015 2 Vertical 1177 1821 608 0 0 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal-II Ceiling: Gypsum 1/2" Temperature: Temp<=100°F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-SPF 5.500" Vert 13% 1691/1194 2885 L D+0.75(L+S) End Analysis Results Grain Analysis Actual Location Allowed Capacity Comb. Case 2-SPF 3.500" Vert 23% 1821/1339 3159 L D+0.75(L+S) End Moment 17539 ft-lb 11'8 5/16" 58288 ft-lb 0.301(30%)D+L L Grain Unbraced 17539 ft-lb 11'8 5/16" 58288 ft-lb 0.301(30%)D+L L Shear 2730 lb 21'10 1/2" 15960 lb 0.171(17%)D+L L LL Deft inch 0.205(U1339) 11'11 1/4" 0.763(U360) 0.269(27%)0.75(L+S) L TL Defl inch 0.478(U575) 11'11" 1.145(U240) 0.418(42%)D+0.75(L+S)L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be continuously laterally braced. 6 Bottom must have sheathing attached or be continuously braced. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 8-0-0 Top 10 PSF 10 PSF 0 PSF 0 PSF 0 PSF Ceiling 2 Point 9-0-0 Top 480 lb 192 lb 480 lb 0 lb 0 lb 82 Brg 2 Bearing Length 0-3-0 3 Point 17-0-0 Top 590 lb 236 lb 590 lb 0 lb 0 lb 81 Brg 2 Bearing Length 0-3-0 Self Weight 24 PLF Chemicals 6.For gat roots prmide paper dreinage to P.m,* Manufacturer Info Notes pondbg Dabureted Structured[reeve n responsible only of the Handling&Installation Boise Cascade Wood Products etrucwro adequacy or trod conponem based on the 1,Zvi.balms nun not be cut m deed 1111 W.Jefferson St. design criteria end lofting. .newt. It is the 2.Reber to manufacturer. product Information Boise,ID 83702 reapotraiblay or the customer and/or e eordractor to regardbg laudation requirements, multi ply (800)232-0788 ensure the component softballs or the intended fastening deters,beam strength values,and rode application,and to wady the dimensions and loads. epproaals 'bc'com Lumber 3.Damaged seam$must not be used ICC-ES:ESR-1040 1.Dry service conditions,unless noted ethanol". 4.Designtot assumes top edge h betting restrained od s.Procde lateral 00t.d Id oleo points to avoid 2.LVL not to be treated wan rat retardant or corrosive Pateral tltsptscamurd end raatan This design is valid until 11/3/2024 Version 21.80A17 Powered by iStruct'Dataset 23091201.1447 CSD I . I a Client: Eli Mantini Date: 10/2/2023 Page 3 of 12 Project: Input by: isDesign Address: 82 Acres Ave.,West Yarmouth,MA Job Name: 6542 T�� Project#: B2 S-P-F #2 2.000" X 10 000" 2-Ply - PASSED Level:Level 2 1 91/4" 1 SPF End Grain 2 SPF End Grain / 13' / Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 Vertical 198 495 495 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 192 480 480 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal-II Ceiling: Gypsum 1/2" Temperature: Temp<=100°F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-SPF 5.500" Vert 14% 495/520 1015 L D+0.75(L+S) End Analysis Results Grain Analysis Actual Location Allowed Capacity Comb. Case 2-SPF 3.000" Vert 26% 480/504 983 L D+0.75(L+S) End Moment 2963 ft-lb 67 1/4" 3946 ft-lb 0.751(75%)D+0.75(L+S)L Grain Unbraced 2963 ft-lb 6'7 1/4" 3946 ft-lb 0.751(75%)D+0.75(L+S)L Shear 826 lb 1'2 3/4" 2872 lb 0.288(29%)D+0.75(L+S)L LL Defl inch 0.152(U980) 6'7 1/4" 0.414(U360) 0.367(37%)0.75(L+S) L TL Defl inch 0.297(L/502) 67 1/4" 0.621(L/240) 0.478(48%)D+0.75(L+S)L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be continuously laterally braced. 6 Bottom must have sheathing attached or be continuously braced. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 3-0-0 Top 10 PSF 10 PSF 0 PSF 0 PSF 0 PSF Ceiling 2 Uniform 3-0-0 Top 15 PSF 0 PSF 25 PSF 0 PSF 0 PSF Roof Manufacturer Info. - — 1 1 i { This design is valid until 11/3/2024 j i Version 21.80A17 Powered by iStruct'Dataset 23091201.1447 CSDIErr Client: Eli Mantini Date: 10/2/2023 Page 5 of 12 a Project: Input by: isDesign Address: 82 Acres Ave.,West Yarmouth,MA Job Name: 6542 • +rwo+wo Project#: B4 Versa-Lam LVL 2.1E 3100 SP 1.750"X 7.250" 3-Ply- PASSED Level:Level �_ t II1 I ly. ' ft=1.0.11.10. — 1 1\A�apoMM )00( f"pr„°alNF.ds C=1 / 1 Hanger(HGUS5.50/8) 2 SPF / 11'6" / ' l'51/4" 11'6" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 2237 734 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 1903 633 0 0 0 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal-II Ceiling: Gypsum 1/2" Temperature: Temp<=100°F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1- 4.000" Vert 19% 734/2237 2971 L D+L Hanger Analysis Results 2-SPF 3.500" Vert 32% 633/1903 2536 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 7245 ft-lb 5'6 15/16" 13068 ft-lb 0.554(55%)D+L L Unbraced 7245 ft-lb 5'6 15/16" 13068 ft-lb 0.554(55%)D+L L Shear 2439 lb 11 1/4" 7232 lb 0.337(34%)D+L L LL Defi inch 0.340(U388) 5'8 11/16" 0.387(U360) 0.927(93%) L L TL Defi inch 0.452(U292) 5'8 11/16" 0.550(U240) 0.822(82%)D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Fill all hanger nailing holes. 3 Girders are designed to be supported on the bottom edge only. 4 Multiple plies must be fastened together as per manufacturer's details. 5 Top loads must be supported equally by all plies. 8 Top must be continuously laterally braced. 7 Bottom must have sheathing attached or be continuously braced. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wnd 1.6 Const.1.25 Comments 1 Tapered Start 0-0-0 Top 132 PLF 440 PLF 0 PLF 0 PLF 0 PLF Floor End 11-6-0 84 PLF 280 PLF 0 PLF 0 PLF 0 PLF Self Weight 11 PLF Notes chemicals 8.For tut roofs provide proper drainage to prevent Manufacturer Info pondm9 Boise Cascade Wood Products Calculated adequacy r isna is component aibte ono w the Handling&Installationtbecut 1111 W.Jefferson St. designal tens a of this component[weed on the 2 Refer 0 muatnotbetSf5 drilled !!!! design attena and loadings shown rc a the 2 to manufacturer's product information Boise,ID 83702 responsibility of the customer andlur the contractor to ,we,dng instanatlon requbenants, mui-piy (800)232-0788 enauw the component wdebtity of the 'mended tasbnerg details,beam strength values,and code Lumber .. application. 3.and to verity the dimensions and toads. Damaged Se t not be used ICC-ES:ESR-1040 www Ltef e.Design assumes top edge is restrained 1.Dry service condemn,unless noted otherwise 5.Provide men g p support at bearing to avoid '1 ns 2.WL not to be treated Pith the retardant or corrosive lahrai dbpucamemend rotation This design is valid until 11/3/2024 I 1 Version 21.80.417 Powered by iStruct.Dataset:23091201.1447 CSD I!ca Client: Eli Mantini Date: 10/2/2023 Page 1 of 1 Project: input by: isDesign Address: 82 Acres Ave.,West Yarmouth, MA Job Name: 6542 9a""'we Project n: B5 Versa-Lam LVL 2.1E 3100 SP 1.750"X 7.250" 3-Ply -PASSED Level:Level "--' dt1- ' F •i t i'ra t 1 e..+wn. s.: . J�f ) ( 71ltt" 1 SPF End Grain 2 Hanger(HGUS5.50/8) f 7 11 '5 1/4" 11' Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 3690 2519 461 Moisture Condition: Dry0 0 Building Code: IBClIRC 2015 2 Vertical 2501 809 0 0 Deflection LL: 360 Load Sharing: Yes 0 Deflection TL: 240 Deck: Not Checked Importance: Normal-II Ceiling: Gypsum 1/2" Temperature: Temp<=100°F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-SPF 5.500" Vert 29% 2519/3690 6208 L D+L End Analysis Results Grain Analysis Actual Location Allowed Capacity Comb. Case 2- 4.000" Vert 21% 809/2501 3311 L p+L Moment 8126 ft-lb 5'6 3/4" 13068 ft-lb 0.622(62%)D+L L Hanger Unbraced 8126 ft-lb 5'6 3/4" 13068 ft-lb 0.622(62%)D+L L Shear 2748 lb 10'3/4" 7232 lb 0.380(38%)D+L L LL Defl inch 0.339(L/366) 5'6 3/4" 0.344(U360) 0.984(98%)L L TL Defi inch 0.448(U277) 5'6 3/4" 0.517(U240) 0.868(87%)D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Fill all hanger nailing holes. 3 Girders are designed to be supported on the bottom edge only. 4 Multiple plies must be fastened together as per manufacturer's details. 5 Top loads must be supported equally by all plies. 6 Top must be continuously laterally braced. 7 Bottom must have sheathing attached or be continuously braced. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 11-6-0 Top 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor 2 Point 0-3-0 Top 1691 lb 1131 lb 461 lb 0 lb 0 lb 63 Brg i Bearing Length 0-5-4 Self Weight 11 PLF Notes chemicals evacuated snocture0 Das For bag roots provide proper drainage to datum Manufacturer Into evlthac u r e a igna a responsible oily of me Handling&Installation pontow design criteria w�this n.rrt bae.d on the i.LVL beams must not be wt or drilled Boise Cascade Wood Products responsibility or the customer o,,d.,ur.coMn�o,two 2.Refer to menuraaurera Prod.* �nromrtron 1111 W.Jefferson St. ensure the oompooest sir randy or 1M wtandad reaamgv wMfibffiwn requirements, intdb-qy Boise,ID 83702 (mouton.and to verify the dimensions and wads. a b 081 Warn efrrer th values.end code (800)232-0786 Lumber 3.Damped Beene must not be used www.bc.com ma I.Ory eenwe mndtwna.oil..rotas og...4. 4.Peens lateral top edge k bearing restrainednttoICC-ES:ESR-1040 2 LVL not to be beffied With Ore retardant or corrosive atppon at bearing peed.to amid mwet deptacement end mhtion This design is valid until 11/3/2024 Version 21.80.417 Powered by iStruct'"Dataset:23091201.1447 CSDI$a Client: Eli Mantini Date: 10/2/2023 Page B of 12 ae Project: Input by: isDesign Address: 82 Acres Ave.,West Yarmouth,MA Job Name: 6542 Project#: B7 SP #1 2.000" X 8.000" 3-Ply - PASSED Level:Level 6 7 1 5 I 2 1 Ill / t:=1 ,. = G C= cmi /71/4" 1 SP 2 Steel 3 Steel 4 Steel 5 SP / 2' If 4'10" 67" 67" / y4 1/2" / 20' / Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 190 81 0(-23) 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 4893 3311 1684 0 0 Deflection LL: 360 Load Sharing: Yes 3 Vertical 2324 2841 1801 0 0 Deflection TL: 240 Deck: Not Checked 4 Vertical 1871 3216 2230 0 0 Importance: Normal-II Ceiling: Gypsum 1/2" 5 Vertical 416 1072 804 0 0 Temperature: Temp<=100°F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-SP 5.500" Vert 6% 81/806 888 L_L_ D+L(D+0.75 (-399) (L+S)) Analysis Results 2-Steel 5.500" Vert 62% 3311/5301 8612 LL_L D+0.75(L+S) Analysis Actual Location Allowed Capacity Comb. Case 3-Steel 5.500" Vert 44% 2841/3315 6156 _LL_ D+0.75(L+S) Neg Moment-3900 ft-lb 13'5" 5431 ft-lb 0.718(72%)D+0.75(L+S)L_LL 4-Steel 5.500" Vert 46% 3216/3176 6391 L_LL D+0.75(L+S) Pos Moment 2620 ft4b 17'2 3/16" 5431 ft-lb 0.482(48%)D+0.75(L+S) L_L 5-SP 3.000" Vert 28% 1072/1028 2100 _L_L D+0.75(L+S), Unbraced 2620 ft-lb 17'2 3116" 5431 ft-lb 0.482(48%)D+0.75(L+S)_L_L Shear 2535 lb 2'10" 4377 lb 0.579(58%)D+0.75(L+S)LL_L LL Deft inch 0.040(U1918) 16'9 3/4" 0.213(L/360) 0.188(19%)0.75(L+S) _L_L TL Defl inch 0.071(U1076) 16'11" 0.320(U240) 0.223(22%) D+0.75(L+S)_L_L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by at plies. 5 Tie-down connection required at bearing 1 for uplift 399 lb(Combination D+0.75(L+S),Load Case_L_L). 6 Top must be continuously laterally braced. 7 Bottom must have sheathing attached or be continuously braced. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Wldth Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tapered Start 0-0-0 Top 72 PLF 240 PLF 0 PLF 0 PLF 0 PLF 1st floor End 20-0-0 0 PLF 0 PLF 0 PLF 0 PLF 0 PLF 2 Uniform Top 180 PLF 0 PLF 0 PLF 0 PLF 0 PLF Walls 3 Tapered Start 0-0-0 Top 72 PLF 240 PLF 0 PLF 0 PLF 0 PLF 2nd floor Continued on page 2... Manufacturer Info This design is valid until 11/3/2024 Version 21.80.417 Powered by iStruct"Dataset:23091201.1447 CSD I L141. PV lO Client Eli Mantini Date: 10/2/2023 Page 7 of 12 Project: Input by: isDesign Address: 82 Acres Ave.,West Yarmouth, MA Job Name: 6542 111.1110101.6 Project#• B6 W 8X35 50 ksi Steel - PASSED Level:Level i 2 3 i ^1 SPF End Grain �42 SPF 22' 1 it / 22' / Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 1 Design Method: ASD 1 Vertical 2696 866 0 0 0 Deflection LL: 360 Building Code: IBC/IRC 2015 2 Vertical 2923 941 0 0 0 Deflection IL: 240 Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-SPF 5.500" Vert 7% 866/2696 3562 L D+L End Analysis Results Grain Analysis Actual Location Allowed Capacity Comb. Case 2-SPF 3.500" Vert 32% 941/2923 3864 L D+L Moment 33626 ft-lb 10'8" 85800 ft-lb 0.392(39%)D+L L Shear 3814 lb 21'3/8" 50344 lb 0.076(8%) D+L L LL Dell inch 0.498(L/517) 11'2 9/16" 0.712(U360) 0.696(70%)L L TL Deli inch 0.656(U391) 112 9/16" 1.069(U240) 0.614(61%)D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Compression edge bracing required at 4'o.c.or less. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 Top 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor 2 Point 10-8-0 Top 809 lb 2501 lb 0 lb 0 lb 0 lb 85 Brg 2 3 Point 12-8-0 Top 734 lb 2237 lb 0 lb 0 lb 0 lb B4 Brg 1 Manufacturer Info 3 ( t 1 i This design is valid until 11/3/2024 Version 21.80.417 Powered by iStruct"Dataset:23091201.1447 1 CSDIFF1. Client: Eli Mantini Date: 10/2/2023 Page 10 of 1 Project: Input by: isDesign Address: 82 Acres Ave.,West Yarmouth,MA Job Name: 8542 arow ww Project#•. B8 SP #1 2.000" X 8.000" 3-Ply - PASSED LeVel:Level 2 } 1 I A i I 4 1 Li ►^V, 71/4 J �1 Steel 2 Steel 3 Hanger(LUS28 2) 2, 1 4'6„ t 4'6" J �41/2" / 11' / Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 2138 704 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 1422 1894 608 0 0 Deflection LL: 360 Load Sharing: Yes 3 Vertical 105 32 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal-II Ceiling: Gypsum 1/2" Temperature: Temp‹=100°F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-Steel 5.500" Vert 20% 704/2152 2856 LL D+L 2-Steel 5.500" Vert 25% 1894/1551 3446 _LL D+0.75(L+S) Analysis Results 3- 3.000" Vert 1% 32/120 151 L_L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Neg Moment -149 ft-lb 6'6" 4722 ft-lb 0.031(3%) D+L _LL Pos Moment 126 ft-ib 8'9 7/8" 4722 ft-lb 0.027(3%) D+L L_L Unbraced 126 ft-lb 8'9 7/8" 4722 ft-lb 0.027(3%) D+L L_L Shear 124 lb 7'4" 3806 lb 0.033(3%) D+L _LL LL Defl inch 0.001 8'8 1/16" 0.141(U360) 0.010(1%) L L_L (L/36113) TL Defl inch 0.002 8'8 7/16" 0.211(U240) 0.008(1%) D+L L_L (U30318) LL Cant 0.003 Lt Cant 0.200 0.017(2%) L L_L (2U13908) (2L/360) TL Cant 0.004 Lt Cant 0.300 0.013(1%) D+L L_L (2U12311) (2U240) Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Fill all hanger nailing holes. 3 Warning Note:left cant exceeds 1/3 of back span,wind uplift may need to be checked. ' 4 Girders are designed to be supported on the bottom edge only. 5 Multiple plies must be fastened together as per manufacturer's details. 6 Top loads must be supported equally by all plies. 7 Top must be continuously laterally braced. , 8 Bottom must have sheathing attached or be continuously braced. 9 Lateral slenderness ratio based on single ply width. Manufacturer Info This design is valid until 11/3/2024 1 Version 21.80.417 Powered by iStruct Dataset 23091201.1447 CSD I n",6M et:�- Client: Eli Mantini Date: 10/2/2023 Page 9 of 12 Project: Input by: isDesign Address: 82 Acres Ave.,West Yarmouth,MA Job Name: 6542 �� Project#: B7 SP #1 2.000" X 8.000" 3-Ply - PASSED Level:Level 1 — 4 2 1 1ff �1 SP 2 Steel 3 Steel 0 1l �7 1/4" 4 Steel 5 SP / 2 4'10" 1 67" 67" / H4 1 n" r 20' ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wend 1.6 Const.1.25 Comments End 20-0-0 12 PLF 80 PLF 0 PLF 0 PLF 0 PLF 4 Uniform 5-0-0 Top 10 PSF 10 PSF 0 PSF 0 PSF 0 PSF Ceiling 5 Uniform 10-0-0 Top 15 PSF 0 PSF 30 PSF 0 PSF 0 PSF Roof 6 Point 2-0-0 Top 866 lb 2696 lb 0 lb 0 lb 0 lb B6 Brg 1 7 Point 3-0-0 Top 495 lb 198 lb 495 lb 0 lb 0 lb B2 Brg 1 i Manufacturer Info i I This design is valid until 11/3/2024 i Version 21.80.417 Powered by iStructro Dataset:23091201.1447 CSD 1 B Client: Eli Mantini Date: 10/2/2023 Page 12 of 14 Project: Input by: isoesign Address: 82 ACres Ave.,West Yarmouth,MA Job Name: 6542 Project#: B9 SP #1 2.000" X 8.000" 3-Ply - PASSED Level:Level i u 171/4" �1 SPF End Grain 2 Steel 3 Steel 4 Steel 5 SP 6'6" 1 6'6" '(` 6'6" '�' 6'6" / A 4 1/2" r 26' / Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 1272 382 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 3285 986 0 0 0 Deflection LL: 360 Load Sharing: Yes 3 Vertical 2608 783 0 0 0 Deflection TL: 240 Deck: Not Checked 4 Vertical 2236 671 0 0 0 Importance: Normal-II Ceiling: Gypsum 1/2" 5 Vertical 690 207 0 0 0 Temperature: Temp<=100`F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-SPF 5.500" Vert 13% 382/1439 1820 L_L_ D+L End Analysis Results Grain Analysis Actual Location Allowed Capacity Comb. Case 2 Steel 5.500" Vert 32% 986/3483 4469 LL_L D+L Neg Moment-2710 ft-lb 6'6" 4722 ft-lb 0.574(57%)D+L LL_L 3-Steel 5.500" Vert 27% 783/3052 3834 _LL_ D+L Pos Moment 2097 ft-lb 3'1/2" 4722 ft-lb 0.444(44%)D+L L L 4-Steel 5.500" Vert 22% 671/2474 3145 L_LL D+L Unbraced 2097 ft-lb 3'1/2" 4722 ft-lb 0.444{44%)D+L L_L_ 5-SP 5.500" Vert 7% 207/830 1037 _L_L D+L Shear 1771 lb 5'8" 3806 lb 0.465(47%)D+L LL_L LL Defl inch 0.047(L/1553) 3'3 13/16" 0.203(U360) 0.232(23%)L L_L_ TL Defl inch 0,056(U1307) 3'3 1/4" 0.305(U240) 0.184(18%)D+L L_L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottortt edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top roads must be supported equally by all plies. 5 Top must be continuously laterally braced. 6 Bottom must have sheathing attached or be continuously braced. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Vihnd 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 9-9-0 11-6-0 Top 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF 1st floor 2 Tapered Start 9-9-0 11-6-0 Top 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF 1st floor End 26-0-0 11-6-0 6 PSF 20 PSF 0 PSF 0 PSF 0 PSF Manufacturer Info This design is valid until 11/3/2024 Version 21.80417 Powered by iStruct'"Dataset 23091201.1447 CSD I gum" Client: Eli Mantini Date: 10/2/2023 Page 11 of 1; Project: Input by; isDesign Address: 82 Acres Ave.,West Yarmouth,MA Job Name: 6542 ��NIIIIIIM Project#: " B8 SP #1 2.000" X 8.000 3-Ply - PASSED Level:Level �- 2 II h , 1 1 :_ 1 `A / 11 7 1/4' I 1 C=1 / 1 Steel 2 Stee 3 Hanger(LUS28-2) / 2' If 4 6" / 4'6" / '14 1/2" / 11' / ID Load Type Location Trib Width Side Dead 0.9 Uve 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-4-0 Top 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor 2 Point 2-3-0 Top 633 lb 1903 lb 0 lb 0 lb 0 lb B4 Brg 2 3 Point 6-6-0 Top 1751 lb 1177 lb 608 lb 0 lb 0 lb 83 Brg 2 Manufacturer Info 1 I r This des gn is valid until 11/3/2024 ; Version 21.80.417 Powered by iStructr Dataset:23091201.1447 € CSDIadu. Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 92 Acre Hill Road commercial Barnstable,MA 02630-1529 residential Phone 508-446-1042 heavy timber PauuaSwansonStructurabcom •'LI 1. ....«.lIC i /{_'�`� C.... .{L_ ..,,., ...,. ,,P..t...-__. .1,�;.,41 .+�--3,1/7--'�Y ,.. 1�//..1V..fl»-.-L.i..._..,.»i-,.,,.,.,,.... _ ._. 0 ../igetiv ./topF....I:kg/Ai I .- .:.. . 1? b29.1_._.._,... ._.. _... .. -. .... _ .._. F . I i ,._140...�IP0s..y _ ' x o 4 _._.1--.._._ l0494a.....rtit*.. ..v.h R F _ _. _ _. ' _. I iiiiit 1 I € € I t i £ F , 5 • i F € i.._ f i , . <, i � Y _ _ S €. _f.. p_ 1 { ..�... .... _ ... � ... ._ .£ �j .... ....... ..- bpi 3¢ 4 P.2 1, ` s 1 , ELts':V,47Ivt�► �_4 4 5 _ . o ff W L ,. . __, __ _�_ x 55 i 4 € r Y-= 7 f. 2�y,c iiii € : : . , 1 F > i 3 { .__.... 1...CZ."..._ ._ .. .0 . _; � _�t :fib F i Z : l i i �.iW 4.*9_.w`=� _.._..�...?c:.....J��_,.P.._..-._,..,.�I 9 4 ., ,F..�� _'�. F4. p 1-0-it v`~ 0.`9 62.42 4353 x 7.315= ;74.7*A slob Name A Pk n al Job Number 4 S4 2 -1NiNi Location t L c U trlt�sr YA Q�fw72�, sheet ! of .3 Client •2 . AMP T I N I By Pius Date i 0/2/202 3 Swanson Structural, Inc. Paul W. Swanson, P.E. Engineering Services 92 Acre Hill Road commercial Barnstable,MA 02630-1529 residential Phone 508-446-1042 heavy timber PauriawansonStructuralcode • -CHEM _�,1 M ,AN .All o l - _, J nr __A...4°F , tle,Os_i,_. 3 , , { F ® 4_ .G4 iz.. i. 755 xekitz I 1213 iiv x,i 9 � _ ! s6I 4 ; t .4 , at E • • o.. 1 1 ' i 3fl . 11Y _5E.4 ' .. : _.. _ ,_ O ! S F • • •17 3 i i �, t...... ..._..... ..... .... • • ..... ..__iH ..... ..... _..... .. • 4.. .o- i i _ s : i F s F i i i ..€ ..... _... _... ..... _... ........E f • 3 ; i 8r i I I „, t i • .. ... f • .... _ • < F f... 3 • t. < i Job Name A Dp1 r/ran/ e? Job Number 6.54 2, - b+,IND Location 5 4CJZ2 S AVE'. W. yf4NtyiOVn1 Sheet 2 Client E-L) NtAfv r l N 1 fr } j BY_-_AM3 Date ID/2/2OZ- • TOWN OF YARMOUTH fl BUILDING DEPARTMENT =n 1146 Route 28, South Yarmouth, MA 02664 Telephone 508-398-2231 ext. 1261 Fax 508-398-0836 Owner's Affidavit: Substantial Improvement or Repair of Substantial Damage Property Address: -1 G( e S 4V C' Parcel ID Number: Owner's Name: 1n) �ILc) 7 Owner's Address/Phone: I /1 `( UC, 3,, Lib -, it i r c Z` V Contractor: 51 !�, i i#ettkrirl 1 Contractor's License Number: / 7`( Vt Date of contractor's Estimate: ():i C l-'t d t I hereby attest that the description included in the permit application for work on the existing building all improvements, rehabilitation, remodeling, repairs, additions, and other forms of improvement. 1 further attest that I requested the above-identified contractor to prepare a cost estimate for all of the work, including the contractor's overhead and profit. I acknowledge that if, during the course of construction, I decided to add more work or to modify the work described, that the Town of Yarmouth will re-evaluate its comparison of the cost of work to the market value of the building to determine if the work is substantial improvement. Such re- evaluation may require revision of the permit and may subject the property to additional requirements. I also understand that I am subject to enforcement action and/or fines if inspection of the property reveals that I have or authorized repairs or improvements that were not included in the description of work, and the cost estimate for that work that were basis for issuance of a permit. LIMACT( /71-C " )s,/,‘„..4"( Owner's Signature: (/w - - - z-/ / Date: i 23 Notarized: TOWN OF YA ;MQIJT I + `lci °`, BUILDINGDEPARTMENT � =�_n=s' f .f 146 Route 28, South Yarmouth, MA 02664 , Telephone 508-398-2231 ext. 1261 Fax 508-398-0836 Contractor's Affidavit: Substantial Improvement or Repair of Substantial Damage Property Address: X' ' ✓O /fr? /`iJ? 5 /t1 f'. Parcel ID Number: % Z' /cr Owner's Name: ls0'///4 r77r is /lC it4( L„'7// J '1/4.3 ''f t L. Contractor: £ /C l LIA,4../,61 r ( )/1/7-4/51 e'Y1 Contractor's License Number: l '7 E16' Date of Contractor's Estimate: . -- — I hereby attest that I have personally inspected the building located at the above-referenced address by the nature and extent of the work requested by the owner, including all improvements, rehabilitation, remodeling, repairs, additions, and any other form of improvement. At the request of the owner, I have prepared a cost estimate for all of the improvement work requested by the owner and the cost estimate includes, at a minimum,the cost elements identified by the Town of Yarmouth that are appropriate for the nature of the work. If the work is repair of damage, I have prepared a cost estimate to repair the building to its pre-damage condition. I acknowledge that if, during the course of construction, the owner requests more work or modification of the work described in the application,that a revised cost estimate must be provided to the Town of Yarmouth,which will re-evaluate its comparison of the cost of work to the market value of the building to determine if the work is substantial improvement. Such re- evaluation may require revision of the permit and may require revision of the permit and may subject the property to additional requirements. I also understand that I am subject to enforcement action and/or fines if inspection of the property reveals that I have made or authorized repairs or improvements that if inspection of the property reveals that I have made or authorized repairs or improvements that were not included in the description of work and the cost estimate for that work that were ba . for issuance of a permit. / Contractor's Signature /// Date: ( Z Notarized: • Substantial Improvement Worksheet for Floodplain Construction (for reconstruction,rehabilitation, dadition,or other improvements,and repair of damage from any cause) Property Owner. p,, ,I �/ Address: 6'2. 4 r t c C �►� /A)• --ji' C�� Permit No.: Location: Description of improvements: •e r.,t t ue of str tors ONLY +c �ir tassess ed B£FORE improvement,or if , $ 2_$,3c0{du } .:..—. . ...:.. ....�.:—:.-:::.r ......e:xS3c....;L- v. -: �nA��.: i�mL:m`S: '_.. v.s •'f-"ni....� u ._.... ...e.�•rt Y...ue_>...s^.� ......,.:. ..'.n hY±•. sv sy 'Actual �W+ inpludeie idts*:Y S S4? ✓"` W }Xh} $ J V- op '•' th'� c ss.,,.. E„r.3 r :•r •F k sr tiT1/6/ . - �t�' •:+}:.�.:rdn...;P•.��v.?$[.��.y{��j'{��/��.y�..}:: }��.yi?.i#:.. �y..... .� .. ... �•*r n,:.:.S+•..� .,Y•: .... .. .a.. T�.,F.i.�i-.ovegf ept..or.O st � i.�Y sTM•K '''1 a F .C.T•�N, biiw3} �"z - % t t i >6 vai s, s a;,fi- r'� -p r "� • a+r S #,t x fF £•ct-sa100 } 3F Y If ratio is 50 percent or greater(Substantial improvement),entire structure including the existing building must be elevated to the base flood elevation(BFE)and all other aspects brought into compliance. important Notes: 1. Review cost estimates to ensure that all appropriate costs are included or excluded. 2. If a residential pre-FIRM building is determined to be substantially improved,it must be elevated to or above the BFE. If a non-residential pre-FIRM building is substantially improved,it must be elevated or dry floodproofed to the BFE. 3. Proposals to repair damage from any cause must be analyzed using the formula shown above. 4. Any proposed improvements or repairs to a post-FIRM building must be evaluated to ensure that the improvements or repairs comply with floodplain management regulations and to ensure that the improvements or repairs do not alter any aspect of the building that would make it non-compliant. 5. Alterations to and repairs of designated historic structures may be granted a variance or be exempt under the substantial improvement definition)provided the work will not preclude continued designation as a"historic structure.' 6. Any costs associated with directly correcting health,sanitary,and safety code violations may be excluded from the cost of improvement. The violation must have been officially cited prior to submission of the permit application. Determination completed by: Date: Requirement for application for Permits for Substantial Improvements and Repair of Substantial Damage Please contact the Town of Yarmouth, building Department(508-398-2231 Ext. 1261)if you have questions about the substantial improvement and substantial damage requirements. Your building may have to be brought into compliance with the floodplain management requirements for new construction. Application for permits to work on exiting building that are located in special Flood Hazzard Areas must include the following: • Current photographs of the exterior(front,rear,sided) • If your building has been damaged, include photographs of the interior and exterior; provide pre-damage photos of the exterior, if available • Detailed description of the proposed improvement(rehabilitation, remodeling, addition. etc.) or repairs • Cost estimate of the proposed improvement or the cost estimate to repair the damaged building to its before-damage condition • Elevation certificate or elevation survey • You may submit a market value appraisal prepared by a licensed professional appraiser or we will use the tax assessment value of the building • Owner's affidavit(sign and dated) • Contractor's affidavit(signed and dated)