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HomeMy WebLinkAboutBLDR-25-366 application ONE&TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department pg YAK ' R E C E I V E D 1146 Route 28,South Yarmouth,MA 02664-4492 z(�4+p, � 508-398-2231 ext. 1261 Fax 508-398-0836 `��,� �r,�,Hj tt � 1 Massachusetts State Building Code,780 CMR ;� «m x+; I PU�% 7 " rilaling:Permit Application To Construct,Repair,Renovate Or Demolish \��4:1 4°; 7 L(° _ �{.251 a One-or Two-Family Dwelling tBUILI J- 1 _.� ,,. This Section For Official Use Only Building Permit Number: Q/f)h-a =3tlob Date Applied: Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers ✓ //3 P �Asty, s: S•`/ St 35 1.I a Is this an accepted street?yes ✓ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Q,S Lib 7es • • 6 S— Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards I 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: Public I2r Private❑ Zone:_ Outside Flood Zone? Municipal 0 On site disposal system le' Check if yes❑ SECTION/ 2: PROPERTY OWNERSHIP' 2.1 Owpe Retort lA//VC/K! -�Ov7t^ y� "1 ,/ LL, vacs / Name(Print) City,State,ZIP V //3 e/e/t e.A1 S:- fo c'l' 9i o /i/ J-y. ,c_e..-.-. No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s)<Addition 0 Demolition 0 Accessory Bldg.0 Number of Units Other // Specify: )ec1L Brief Description of Proposed Work': P/L6l,ar el A /y, c.r j ' '"/p ✓ w,4t i7ec K- iQ /q x 7. SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) ,✓ 1.Building $ )j. le- 1.Building Permit Fee:$ Indicate how fee is determined: 0 Standard City/Town Application Fee 2.Electrical $ 0 Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ Co 0 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Total All Fees:$ Suppression) Check No. Check Amount: Cash Amount: ✓ 6.Total Project Cost: $ 3,S'0 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervi or License (CSL) 0 I t- Mileik License Number Expiration Date Name of CSL Holder fci)S# v27 1 List CSL Type (see below) No. and Street Type Description d',qcs ( ( n y U Unrestricted (Buildings up to 35,000 cu. ft.) Restricted l&2 Family Dwelling \/ City/Town, State, ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances )3 S� ic�fi'�='‘ �0 )' fC'`� Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor (HIC) j./v`,- / ..k . /� ?r1J/ C HIC Registration Number Expiration Date HIC Company Namg or IIIIC Registrant Name / No. 410 Street Email address City/Town, State, ZIP Telephone 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 0 No 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 /it�lLze/ 4 to act on my behalf, in all matters relative to work authorized by this building permit application. Print Owner's Name (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 t e best f my knowledge and understanding. 125lA N t CC i u GLt-n Gtaz— t-/ Print Owner's or Authorized Agent's Name (Electronic Signature) Date NOTES: 1 . 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.govioca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned, provide the information below: Total floor area (sq. ft.) (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 .e t 14' Type of cooling system Enclosed Open ') 1- 3 �. 3. "Total Project Square Footage" may be substituted for "Total Project Cost" ffo, Department of Industrial Accidents sToigi= Office of Investigations - Lafayette City Center 2 Avenue de Lafayette, Boston,MA 02111-1750 •s• www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): /: T4 0*// f/t// ' - • Address: 9)8' 04'4 a City/State/Zip:615C `Zt` /II OaC6t/ Phone#: Sof- Sly 23SU ✓ Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I ployees(full and/or part-time).* have hired the sub-contractors 6. El New construction 2 I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working for me in any capacity. employees and have workers' 9. El Building addition [No workers' comp. insurance comp. insurance.: required.] 5. 0 We are a corporation and its 10.❑Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL YP 12.0 R f repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13.Mther PCG1� comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. I.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: /I/W{/ S Policy#or Self-ins. Lic. #: 0/ YOU 5-03 943 7 0)1 Expiration Date: 7/J41) e l � Job Site Address: /' {�} � City/State/Zip: "' /6416441( Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fme 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 fme of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and pe !ties of perjury that the information provided above is rue and correct. Signature: Date: 5 Phone#: .Sd6- 7 y :7 3-re) Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # Issuing Authority(check one): lDBoard of Health 20 Building Department 30City/Town Clerk 4.0 Electrical Inspector 5lalumbing Inspector 6.0Other Contact Person: Phone#: TOWN OF YARMOUTH P} . , Office of the Building Commissioner py� -. 1146 Route 28, South Yarmouth, MA 02664 }' 508-398-2231 ext. 1260 Fax 508-398-0836 DEMOLITION DEBRIS DISPOSAL APPLICATION Pursuant to M.G.L.c.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. //3 010/A3</r i s Work Address �d Is to be disposed of at the following location:Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111,§150A. .4/7/JliC Signature of Applicant Date Permit No. Deck Planner SoftwareTM Report S11111RSOIV St 'ong Fie Permit Info LEVEL 1 / 32 L Platview const-uction II i I C Q 4 4 C ❑ L r u u u u u 32 4 Structural Information: Level 1 Height of level (top of decking) 48" Deck and Post Height Max.joist span 138" Your design height is 48" from the top of the decking to the ground level. The top of the deck support posts will Max.joist cantilever 27" therefore be 31" above ground level." Max. beam span 61 1/8" Max. beam cantilever 6" Joists Set joists on top of beams, 16" center-to-center. Footing depth 36" ` / I t � Footing area (ea.) 9 1/2 ft2 Designed live load 40 lb/ftz Designed dead load 10 lb/ft2 Page 8 www.stroncitie.com Copyright n 2013-2025 Simpson Strong-Tie Company inc.All rights reserved. Deck Planner SoftwareTM Report SIMPSON ''. ',.-:,9:',2 ;.• A Complete Connector System for Building Safer, Code-Compliant Decks l' ,-- F- , , . ..... ,, • ,r-T, e•-,:i• '-, 1 ' ''' A. . ..., ,., tj 1 Ili ' 2 OTTfl LUCZ H2.5A7 D11141 !TIPS DTT17 LUCSS Strong-Drive'''SnitS 112(..4....0 DJT14SS Adjustable Stringer Deck Tension Tie Deck Tension Ile Joist Hanger Timber Screw Hurricane Tie Deck Joist Ti. Connector Ties deck to house Ties deck framing to top plate, Ties deck joist to ledger Ledger attachment design Ties moist to beam Ties 2x girder to Ties stair stringer to the studs or headers per code:visit our website past carrying header or rim joist , i for spacing instructions i 1 1 i *4"' •• •4"4"!');;!'"E"''‘P'''Ztakin4Wo•#*Iwtkillw,..;Af''..i.Nowowswagrary,....„ ,',,;9"Y, —- - 9!'1,4 — --:,i4iyllri=tpitf1493039*Q.7/0.:re4' IA' , ' ' ttl I ,,,,'4 9 ',"(1., Mil ' 004r; ' ;et“ 9:411"4'44,: ,'*944.741!'',4;;Ai L!.-fr,,,,,,,,4"ww„.41,11 . reiia•Vif ' :',,,',WM• __ . ,,, ,, IT::: '111-:: 1''''1 -- , ,‘;• mr.,,;,,7,,,,,,,1 , ,, ,,,:,',,,,,:i.:7: 11\\ , ,r• • „,- , ,, „„ ,30,•1,•4, j ,Oitik,: '2 ot4,91,1446A:'4te,1 , „, ./ .,;,-.,,, ...„.... , ,---1: )----o0,4 ..*el* 'fl!" .,,e,,0„; 1 %-l-7,'.'''. , . . „,,g f",.,- „,-, -„,"-,,-,,,,-,• ''''' eft', '°2 ,4,ff'2014::.; 1 ir4,4, •-,.•',..-ic4i*,-7-e if:;i. i-•,f4.', , -".";" ••--4•%;,4,-_,-„---- , 141 i - ' -W.,r,'.•'," ''' '- ‘l';',•" , ,,,,,, -111!). $ - / /- .4,,4 e,,...' ,,7 ,;;.' ,,,;/ ri,/ - / /... .4 -4... ,z -6,htv -f XiP40/-4 7/ if \ \A a '''*'V\'' ' NI--44-4; 11 ''..•:., :',4.'e ',,r11,4;n4,7:, ,,,"'•,,,,A-,,,,, Vi,,,f„,,,',4,/,/ ii.:„ I V/+.:-:,., /,.‘:-,,',---;' ',,,,:-'.',444. , 4-'44,.",..„'','' '' 'i".''' ' i to:11144%i,- '"';'" ,•4",',., '-'`:',// A' ; ,',' `,,,,, .., , ,,. , ...... ..,-4,,,,,..!-.,. -• , .,,,.., ) .4 09,1,,dh:,,,::',IV er \,.„. .1ik. "•-4:41 • ,;'..'";,'.; ,/./.'-• '' . , . , ,litrit' / / . . ...,. , , i , li, i 1 ../ I 7,1,n:17,10k A351 1172Z / BCS2-2/4Z '14.1,S. /TAIDSS A 35SS OTT2SS A 111144,Z ABA44Z BIZ BCS2-2/4SS Staircase Angle Framing Angle Deck Tension Tie Pest Base Standoff Post Base Hurricane Tie Post Cap Ties stair tread to stringer; Ties rim joist Ties gaurdrail post Ties 4x4 post to Tics 4x4 post to Ties joist to girder at Tics 4x post to double TA9ZKT/TA1ONT provided to deck joist to deck joist concrete concrete mid-deck:ties joist to beam 2x beam girder with Strong-Drive SOS screws , ..—_, - ,......„ ;--,. i i >,i) ,., 3,,, ,-1 -Y.. 11 - ---_,•• .9<1'2 , - 2 , \',..'' -. / ..,.. Page 4 www.stroncitie.com Copyright©2013-2025 Simpson Strong-Tie Company Inc.All rights reserved. SIMPSON Deck Planner SoftwareTM Report shilixik Glossary Of Decking Terms o tt0 � � __ ' o- . .� , , yyy ,,. �� mot' k . .�V ( # 0 O , 10 „-- .. 0 O 0 0 1. Risers: The vertical boards attached 6. Bottom Rails: Lumber members that 13. Beams: Structural members that to the stair stringers. Many localities connect to the rail posts and provide a support the decking floor joists. Beams require risers to prevent possible trip solid surface for securing the infills. are made of doubling 2x material and hazards. can be installed as a laminate, 7. Infills: Also known as balusters or sandwiched, or notched into the post. 2. Stringers: The structural support for pickets,the infills are connected to the stairs. They have limits on how much top and bottom rails and provide a It is important to have a post of weight they can carry, so size and barrier against falls. sufficient size and strength to support spacing are important considerations. the beam.The beam should not be any Composite manufacturers provide 8. Decking: When properly attached to wider than the thickness of the post, recommended stringer spacing to each joist and rim joist, the decking and should be secured with the correct support the tread material. surface (whether wood or composite post cap. material)helps unify the entire structure. 3. Treads: The horizontal stair surfaces 14. Joists: Wood members installed on which deck users walk. 9. Rail Cap: Much like the decking,the across the beams and spaced to rail cap unifies the railing system and accommodate the decking material.The 4. Rim Joist: Also known as edge provides a decorative feature. joist spacing may depend on the angle bands,the rim joist wraps the deck and at which the deck boards are applied. keeps the joists standing on edge, while 10. Top Rails: These members have the also providing a solid surface for same stabilizing function as the bottom 15. Ledger: The ledger is a crucial attaching railing posts. Proper rails. connection because it attaches the deck attachment is critical to installing a safe 11. Post: Vertical structural member to the house. The material used to railing. that supports the beams and attaches construct the house may determine the the deck to the footings using a post type of connection. Consult local 5. Rail Post: Vertical lumber member building officials on the recommended that supports the handrail and resists base. connection. the outward force of people leaning on 12. Footing: Concrete element that the railings. serves as the foundation of the deck. 16. Fascia: Vertical boards that face outwards from the edges of the deck, attached to the rim joists. Fascia boards typically consist of a lumber species that matches the appearance of the decking material. Page 3 www.strongtie.com Copyright©2013-2025 Simpson Strong-Tie Company Inc.All rights reserved. 521 CMR 24.00: RAMPS 24.1 GENERAL Any part of an accessible route with a slope greater than 1:20(5%)shall be considered a ramp and shall comply with the requirements of 521 CMR 24.00 24.2 SLOPE AND RISE Ramps shall have the least possible slope. 24.2.1 The least possible slope should be used for any ramp. The maximum slope of a ramp shall be 1:12(8.3%). (There is no tolerance allowed on slope,Refer to 521 CMR 2.4.4d) 24.2.2 The maximum rise for any run shall be 30 inches(30"=762mm). See Fig.24a. 12 Surface of Ramp-71? s`.;" 'i•.�',+bY a..���<a! �#,+`i:••f>�". � =,h Y r,Ft,:� s, +;}1+�v ;jf;,+r.f: cc •` F'i;;..f.,t.9fn�i(Y;Y,y.;+ al..V.i.y{••i:r:+�v....:• t Level Horizontal Projection of Run Level Landing Ramp Slope Landing Figure 24a Exceptions: A slope between 1:10 (10%) and 1:12 (8.3%) is allowed for a single rise of a maximum three inches(3"=76mm). 24.3 CLEAR WIDTH The minimum clear width of a ramp shall be 48 inches(48"= 1219mm),measured between the railings. See Fig.24b. 4:" char r-Wall * 8" cle:r :�.: :.{{.... .......... .. ."to r" •.T� hurt �• ,�,. , :. • :. ` � VJ .:pup�',�,i$�'�`�{�(fV" ,f�s)y ti .,'i'�',t�I�l i• ' ° 1 w� ...............: • 03:r'r ,ot�� 'r :,F.T.0.11�tp.! ; •.•lt:,+.r^r.J rr �'. �,t a* F" k�+ Ramp Width and Handrail Height Figure 24b 24.4 LANDINGS Ramps shall have landings for turning and resting. At a minimum,landings shall be located at the bottom and the top of each ramp and each ramp run,and whenever a ramp changes direction. The maximum length of a ramp run between landings shall not exceed 30 feet (30Y Landings shall have the following features: See Fig.24c, m'�' 24.00: continued 60" min ,y NOTE; See Figures 26d and 26e If 1524 I �E Level Lendtng Level �+� +��•rwa.� .iira-� Landing II ..�..a.. .,.�.�...�■ ao , a N �, 60' min ,i, 30' max I. 1524 9.1 m �`— NOTE: See Figures 26d and 26e l air m■ :1n':.'1;:.:.•".:.•..':.1'.::•.::..•.::::.:... ::/'."....4::.:::.:::;:::::.•'.:.:z::.•::::::.::::.::::.:::.::::.:::::.::. J :.::.—::*:—•':•:•:.i:.:•::. ..:...:...:...:.:...:.:.:.:.: : Lee el ■ T :. ioni Lading •:•:: Landing ': : ' .- 457 r.m.inr . 7i i w�w'wn tortan 60" min 30' max 60" min 30' max 1524 9.1 m 1524 9.1 m Maneuvering Clearances at Doors I::.:::1::::::..:•:::::#:.:::::.:.:1:::.:i `l N i Level •,. '� , ■ r Le w i Landin •g .- N _k 6 " Mln I_ + 01524 _ 2 max 9.1 m ''7'`- Minimum Landing Size for Change of Direction Figure 24c • 24.4.1 General: Landings shall be level and unobstructed by projections and door swings, permitted by 521 CMR 24.4.6. except as 24.4.2 Width: The landing shall be at least as wide as the ramp run leading to it. 244,3 Length: The landing length shall be a minimum of 60 inches (60"s 1524 clear. ' Dimensions for turning:If ramps change direction at ,the landings, be 60 inches by 60 inches(60"by = 1524mm 60" g minimum landing size shall by 1524mm). See Fig. 24.4,6 Doorways at Landings: at a landing, then the level area in front of the If a doorway is located g 24c doorway shall also comply with maneuvering clearances in Fi .26 24.5 IIA NDRAILS b d And 26e. ' Handrails shall be provided at all ramps.P Handrails shall have the following features: 24,5 ! Loa Handrails shall be i' f ' provided alongb s ,l7 <� poth sides o - .Tramp segments. .. =.*.:.sac-...... ® Commonwealth of Massachusetts Division of Occupational Licensure Board of Building Revulations and Standards Consort 4dfpgrvisor CS-017539 spires:06105/2026 s THOMAS E tjfCKINI�.t.O 928 ROUTE 26 BLDG H SOUTH YARIVUTH MA 02864 "F. ti!q.1,v,t:t �O Commissioner 6^,/,(;,,,,_- 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 T.N.T.FAMILY ENTERPRISES,INC. Re 185898 928 ROUTE 28 Exxpiration:piration: 08/29/2026 APT H 2 SOUTH YARMOUTH,MA 02664 Update Address and Return Card. 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:Corporation Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washington Street-Suite 710 185898 08/29/2026 Boston,MA 02118 T.N.T.FAMILY ENTERPRISES,INC. TOM NICKINELLO • !L�(S 928 ROUTE 28 SOUTH YARMOUTH,MA 02664 Undersecretary Not valid without signature