Loading...
HomeMy WebLinkAboutBLDR-25-285 application ONE & TWO FAMILY ONLY— BUILDING PERMIT Town of Yarmouth Building Department p _- 1146 Route 28, South Yarmouth, MA 02664-4492 p 508-398-2231 ext. 1261 Fax 508-398-0836 Massachusetts State Building Code, 780 CMR Building Permit Application To Construct, Repair, Renovate Or Demol•ish �� �^ • a One-or Two-FamilyD °RP°RA?Eo' wellin g This Section For Official Use Only Building Permit Number: R1. — Zf, , Date Applied: - RECEIVE Building Official(Print Name) Signature "'"`._.`�'F Date SECTION l: SITE INFORMATION JUL 08 2025 1.1 Property Address: 1.2 Assessors Map& P cel Numbers SL/ MO K✓T 5 p-<• viz , lv_4�en�,�ty --BUILDING nFPARTMENT 1.1a Is this an accepted street?yes no Map Number By Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 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? Public 0 Private 0 Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: rALp� EANsT3 Friel pets w• 1-7-1 10 A 0Z6-)3 Name(Print) City,State,ZIP No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building❑ Owner-Occupied ❑ Repairs(s) 0 Alteration(s) Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify:_ Brief Description of Proposed Work': D ES 14 N d au A L A Qav A., O .-) y-Lt E)USTIN 5 9 PAk 9 f RIIScnA-e '4.17 _ / 7 INc L✓D.zs 4: 2e_A-To-o ....' Q F is, 1J E"`Ai W ►0 yA Q E-V TE tiw 2 IA/4- L A-Nce r LA.-c Er, L /L 5 o r A S 6-co tip t..i SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) t/ 1.Building $ 3 3 o*,„ v 1. Building Permit Fee: $ Indicate how fee is determined: ❑ Standard City/Town Application Fee 2.Electrical $ ❑Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees: $ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ �� 2 p�, 0 Paid in Full ❑ Outstanding Balance Due: de I re.i+cA 5 g z ra•1 Of 0 d, SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) License Number Expiration Date Name of CSL Holder List CSL Type(see below) No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.11.) City/Town,State,ZIP Restricted 1&2 Family Dwelling n' M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name No.and 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 ❑ 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 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 penalti of perjury that all of the information / contained in this application is true and accurate to the st of kno ledge and understanding. 7-g- .20x- rint Owner's or Authorized Agent's N e ectronic 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.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 Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" 1 Ile a-untrisu iiveutili Uf 1YlU3. UC1iUJellJ Department of Industrial Accidents • _";- ► Office of Investigations =le= Lafayette City Center 2Avenue de Lafayette, Boston,MA 02111-1750 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly /'-Q Name (Business/Organization/Individual): ('i/`/1-' ✓Address: MokAtI C R-DYQ ►/City/State/Zip: , - ' 'L OA I, 0 , - Phone#: 5C6 6166`(g t2 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 employees (full and/or part-time).* have hired the sub-contractors 6. ['New construction listed on the attached sheet. 7. ❑Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me in anycapacity. employees and have workers' P h' 9. ❑Building addition [No workers' comp. insurance comp. insurance., 10.❑ Electrical repairs or additions quired.] 5. ❑ We are a corporation and its 3. I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $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. #: 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pai a p alties perjury that the information provided above is true and correct. /signature: , Date: 7.53 Phone#: 3c1 6$ L f p27 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): 10Board of Health 212Building Department 3.City/Town Clerk 4.0Electrical Inspector 5Jluntbing Inspector 6.0Other Contact Person: Phone#: TOWN OF YARMOUTH ,o YA Office of the Building Commissioner n e 1146 Route 28, South Yarmouth, MA 02664 ,.., o; ,,e � CXLC94 508-398-2231 ext. 1260 Fax 508-398-0836 ,y,.RPOR�iE�,`', HOMEOWNER LICENSE EXEMPTION DATE: JOB LOCATION: ' 5-1/ AAO141 D(j.F-a- K1 , • k A 1, j i" � 'bo F 'J VREET ADDRESS 5 C,60- OF q Q0 / HOMEOWNER � (,_p � (' (�� c ,[ NAME HOMEC PHONE ��J CWORK PHONE J PRESENT MAILING ADDRESS A9c- s po/ CITY OR TOWN STATE ZIP CODE Definition of Homeowner: Person(s)who owns aparcel ofland on which he or she resides or intends to reside,on which there is or is intended to be, a one or two family attached or detached structure accessory to such use and/orfarm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Any homeowner performing work for which a building permit is required shall be exempt from the licensing provisions of780 CMR 110.R5,provided that if a homeowner engages a person(s)for hire to do such work, then such homeowner shall act as supervisor. This exception shall not apply to the field erection of manufactured buildings constructed pursuant to 780 CMR 110.R3 The undersigned 'homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations,and certifies that he or she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he or she will comply with said procedures and requirements. HOMEOWNER"S SIGNATURE t/ 0 Y `T ,, TOWN OF YARMOUTH r�p = r Office of the Building Commissioner 4 1146 Route 28, South Yarmouth, MA 02664 '.�°00RATS° f,A'' 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. kl M K ^'1 A v <-- t) 2 Work Address Is to be disposed of at the following location: TO `^" '`' 42 f y.art r-teo"Tl't. Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, §150A. '? 25 - g o0 7-- L., Signature of App ' ant `� Date Permit No. Simpson Strong-Tie Wood Construction Connectors - SIMPSON MBHU Strong Tie Masonry Beam Face-Mount Hanger The MBHU beam hanger provides a face-mounted solution for _ connecting beams to masonry or concrete walls.A non-welded, W one-piece connector,the MBHU is suitable for solid sawn and engineered wood beams as well as trusses.Installation is 144 simplified because the Titen HD®heavy-duty screw anchor and ���( ����}}}} Strong-Drive®SDS Heavy-Duty Connector screws are included 11/2"for 91/4" with the hanger.Since the Titen HD anchor is installed after the height models wall is built,locating the anchor in the right spot is easier than 2+/"all others with cast-in-place bolts. H Material:10 gauge Finish:Galvanized;available in stainless steel Installation: _ • Use all specified fasteners(included). e • Attach hanger to a concrete or grout-filled CMU wall using Titen HD anchors.Note the following: MBHU - Drill holes using drill bits equal in diameter to the specified Titen HD anchor. - Holes shall be drilled 1h"deeper than the specified C Titen HD length(i.e.51"for a 5"long Titen HD anchor). } - Caution:Oversized holes in the base material will '/a"x TA" Strong-Drive SDS reduce or eliminate the mechanical interlock of Heavy-Duty Connector Screw the threads with the base material and will reduce G the anchor's load capacity. - N • Carbon-steel Titen HD is not recommended for exposed + + + exterior applications. 7 o • Provide moisture barrier between beam and Titen HD 3/4"x 5" 9 U wall per jurisdictional requirements. Screw Anchor .'d Codes:See p.13 for Code Reference Key Chart 5 0 Web Applications:Visit app.strongtie.com/hs = it XS o to access our Hanger Selector web application. ,/$I, U Z -These products are available with additional corrosion protection. > For more information,see p.16. a ®For stainless steel fasteners,see p.23. , o U Dimensions 1-7 o Model (in.) z No. Width Height (W) (H) o ® MBHU3.56/9.25KT 39/s 9'/4 ® MBHU3.56/11.25KT 39A6 11 Y ® Aa N ® MBHU3.56/11.88KT 39A6 11�/e /1111 c ® MBHU3.56/14KT 391e 14 • ® MBHU3.56/16KT 39A6 16 4./1111111°'II I N ® MBHU3.56/18KT 39/+s 18 ® MBHU5.50/9.25KT 5+/2 91/4 ® MBHU5.50/11.25KT 51/2 11 1 ® MBHU5.50/11.88KT 512 11�/s © MBHU5.50/14KT 512 14 Typical MBHU Installation ® MBHU5.50/16KT 52 16 D MBHU5.50/18KT 512 18 1.Each galvanized MBHU hanger includes(2)3/4"x 5"Titen HD anchors and(12)1/2"x 21/2"Strong-Drive SDS Heavy-Duty Connector screws. 2.Each stainless-steel MBHU hanger includes(2)3/4"x 6"Type 316 stainless-steel Titen HD anchors and(12)Y"x 21"stainless-steel Strong-Drive SDS Heavy-Duty Connector screws. 260 . Simpson Strong-Tie Wood Construction Connectors SIMPSON MBHU Stronerie Masonry Beam Face-Mount Hanger (cont.) a i hese prod jots are available with additional corrosion protection.For more information,see p.16. © For stainless-steel fasteners,see p.23. Dimensions Fasteners DF/SP Allowable Loads DF/SP Allowable Loads (in.) End of Wall/Outside Corner Away from Edge Series Model Ga. GFCMU and GFCMU Concrete GFCMU and Concrete Code No. W H B Concrete Joist Ref. Uplift Download Uplift Download Uplift Download Titen ® Anchors Strong-Drives SDS Screws (160) 115/012/5) (160) 11(512/5) (160) 1115125) 91/4 to<14 1,610 2,440 2,715 4,190 2,210 4,005 D MBHU3.56 10 333Se 31/2 (2)3/4"x 5" (12)1/4"x 2'2' 14 to 18 1,610 2,440 2,715 4,190 3,345 6,065 FL 91/to<14 1,610 2,440 2,715 4,190 2,210 4,005 © MBHU5.50 10 51/2 31 (2)3/4"x5" (12)1/4"x 21/2" I 14 to 18 2,240 3,2608 3,485 6,970 3,345 6,065 1. Uplift loads have been increased for earthquake or wind loading with no further increase allowed.Reduce where other loads govern. 2. Concrete shall have a minimum compressive strength of f'c=2,500 psi. 3. Grout-filled CMU(GFCMU)shall have a minimum compressive strength of f'm=1,500 psi. 4. Structural composite lumber(SCL)shall have a minimum specific gravity of 0.5. 5. Allowable loads only apply to installation on 8"nominal grouted CMU walls,with a minimum of one horizontal#5 rebar located in the top course. 6. Products shall be installed such that Then HD anchors are not exposed to exterior environments. 7. Allowable loads are based upon the tested ultimate load with a safety factor of 3. 8. Where noted in table,download listed is for end-of-wall condition.For outside-corner condition,download is 3,640 lb. 9. For stainless-steel MBHU models,use 3/4"x6"Type 316 stainless steel Titen HD anchors to achieve tabulated loads. 10.Fasteners:SDS screws are Simpson Strong-Tie Strong-Drive SDS Heavy-Duty Connector screws.See pp.23-24 for fastener information. s C C G C Minimum one Minimum one Minimum one 13 C horizontal#5 rebar 1 W horizontal#5 rebar horizontal#5 rebar 1h W C located in top course located in top course 11/"min.- located in top course RS Titen ® 4'min. s• • •.. .' 11'min. I RI cZ 2C W1z • HD anchor ®I 0 cc rn Installation at Outside Corner Installation on o (minimum load) End of Wall a (minimum load) N N Installation Away from Edge of Wall © (maximum load) N O N 0 U 261 54 MONTAGUE DR \ , s, N ,‘„, ,..... 1 _i. -----,,.„WEST YARMOUTH , ��r�. .�rr � . . , , „, ... ...„. 1 , . .. MA 02 6 7 31 , ..,.. PERMIT SET - 6.30.2025 `` x 011. DOUBLE TOP PLATE % a ,�`t 1 MI INDICATED AS: .r/j /;- "�; 2XSTLA WALL AT I 1 ;g °s m'..• , 16 no I — , 1% FURRINGADO VAPOR FLAT,FILIIAED WALL •BARRIER ATWARM SIDE OF !BATMaooMs -- 2X3WAu PROJECT DESCRIPTION: BrGYPSUM �)=2X+WALL I• 'BOARD(OMIT 2ND LAYER OFGYPSUMBOARD �=zx61 `^�, ., DESIGN OF A PLAYROOM AND A NEW BATHROOM IN THE EXISTING PARTLLY FINISHED BASEMENT AT CONCEAL.EO OF THE SINGLE FAMILYABOVE MENTIONED. ONE ENLARGED WINDOWAND ONE NEW WINDOWARE ATCATIONSI NOTE:ALLWALLS2%4UNLESS j [ - `�.NOTED OTHERWISE ��i �' rx ALSO PART OF THIS PROJECT. NO NEW BEDROOMS WILL BE ADDED. BOTTOM PLATE .xIEA ,�.:.� STD FIRE/CO2 ALARM NOTE: =,74 '°°'tTr." CARBON MONOXIDE ALARMS AND COMBINATION ALARMS SHALL RECEIVE THEIR PRIMARY POWER AIERICRWALLSVBTEM6 ICPR.ES Jo 1,2 1-0 €fi 1oo0rrR WANDo"PENNGS ---- FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, DOUBLE TOP PLATE—. WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY.WIRING 2%STUDS AT —1 SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED ► 1 INDICATED AS / 6 o.c.MAx FOR OVER CURRENT PROTECTION.ALARMS MAY ALSO BE PART OF A LOW VOLTAGE OR WIRELESS EXTERX)R SIDING NMI I — =zx+wALL SYSTEM WITH STANDBY POWER FROM MONITORED BATTERIES IN ACCORDANCE WITH NFPA 72 TWEK 160 AT 12- �. �) h —L)=2X6 WALL IO.C. wr oSB OR PLYWOOD-... q'-' / STAGGERED zx_sruowauar '"J'�,-(l 'YPIc"` WHEN MORE THAN 12 SMOKE ALARMS ARE INSTALLED, MONITORED SYSTEM-TYPE DEVICES MUST 16'O.C. IATION I j% _ ir2'GYPBUM BOARDBA ? �t. `'- BE UTILIZED(780 CMR 5313.2.1). THIS SYSTEM-TYPE HOUSEHOLD FIRE WARNING SYSTEM MUST BE (FMB TT INS}W� j �•I KRAFT PAPER ` ` I, FApNG OR+ML — WIRED AS BELOW IN #6(780 CMR 5313.2.5.2). II POLY(VAPOR NOTE:PROVIDE THE REQUIRED POST WHERE + X\ BARRIER) HOLD DOWN ANCHORS OCCUR. BOTTOM PLATE II` .-)• BAIII PROVLDEDOUBLEDSTUDSATALL SHEATHING PRIMARY ELECTRICAL POWER FOR SINGLE AND MULTI-STATION DEVICES SHALL BE SUPPLIED JOINTSIENOSOFSHEARPANELSI FROM A PERMANENTLY WIRED CONNECTION DIRECTLY TO AN AC PRIMARY POWER SOURCE.THIS INDICATED -I AS. E.-1 CAN BE EITHER:A DEDICATED LOCKED BRANCH CIRCUIT OR A SINGLE BRANCH CIRCUIT WHICH EXTER10R WBLL SYSTEMS STUD WALL CONNECTIONS ALSO PROVIDES OTHER ELECTRICAL SERVICE TO A HABITABLE SPACE(780 CMR 5313.2.5.1). fa COVER PAGE a. Project number 0034 L PLAYROOM AT BASEMENT 54 Montague Dr Date 6.30.25 A_00 WW Drawn by MO N VV.MORELORTA.COM I INFO@MORELORTA.COM West Yarmouth, MA 02673 Checked by JK Scale