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HomeMy WebLinkAboutBLD-23-006087 ./ ) ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department of v R E C E I V F p 1146 Route 28, South Yarmouth,MA 02664-4492 ----------- 508-398-2231 ext. 1261 Fax 508-398-0836 «A Massachusetts State Building Code, 780 CMR e MAY 0 3 202auil in Permit Application To Construct, Repair, Renovate Or Demolish 1,1 \ , -- ___ �} 1�a One-or Two-Family Dwelling BUILDING DEPARTMENT �Ll���Z3—kV' By: This Section or Official Use Only Building Permit Number: Q(,b-Z3- DD1o( 7 Date Applied: ,, I' 1\r� C9Ac s S `fid,3 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION Tiro ddress: 1.2 AssessoMap&Parcel Numbers ./e/c✓I1aw olig � / ''7` 1i 1.1 a Is this an accepted street?yes !' no Map Number Parcel Number 1. Zoninglnformation: 1.4 Property Dimensions: / 4 .5 a,S 6)0,6/ /0 0 Zoning District Proposed Use Lot Ada(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 3° c2 8' ` /5' if: a s 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public tfr Private ID Municipal' Outside Flood Zone? Municipal 0 On site disposal system Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: h:g.y A Ci`A) fl 1 /vcw-C,o f'l!j. © .V y 58' Name(Print) City,State,ZIP as 6.4 1) ,-. A N/ fl 617 sev- st Y7 /r,'‹ pgc de v,ri7�anv . Ne No.and Street Telephone mail Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction Gl ' Existing Building 11 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition t r Accessory Bldg. 0 Number of Units Other 0-Specify:p Brie�escription of Proposed Work2: 8 e Ma v As., )i is K 5u 5 lei,-t e- J 5 /z k. PA A N SECTION 4: ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 1.3 Oi 1. Building Permit Fee:$13Oc5 Indicate how fee is determined: Standard City/Town Application Fee 2.Electrical $ t's+� o a 0 ''- 0 Total Project Cost! t 6)x multiplier x 3.Plumbing $ / � ' C b� j c G o• 2. Other Fees: $ � V V ���— List: \ , 4.Mechanical (HVAC) $ f$"C,G , � — .C? )I 5.Mechanical (Fire $ Total All Fees:$ Suppression) �( Check No. Check Amount: Cash Amount: �!/ I 6.Total Project Cost: $3 �6 d c —0 Paid in Full lqt Outstanding Balance Due: ()). i ) (1,) 4)` V . SECTION 5: CONSTRUCTION SERVICES r 5.1 Construction Supervisor Licepse(CSL) f — v 0 a-44 c1 p, 6iiii74 P/_ J, ) e,() A.1�y License Number Ex iratio Date Name o CSL Ho ,/ CS ©a t'641.5 List CSL Type(see below) Li No.and Street Type Description 14' 4/h Illy. 0 C 73 U Unrestricted(Buildings up to 35,000 cu.ft.) Sll R Restricted I&2 Family Dwelling City/Town, tate,ZIP 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 I Improve/me t Contractor(HIC) o , / e IV (J p y /3 4,11 "ef' I A' C HiCReg Registration Number 3 irati n Date HIC Company Namebr HIC Registrant Name No.and Street5 n iLl / Email address ® C 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 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 1)A)Ci B v 114 p /N G , to act on my behalf,in all matters relative to work authorized by this Zuilding permit application. -4-2 - 3--G1Prmt Own 's Name(Electronic Signature) ate • 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 my knowledge and understanding. 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.aovIota 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.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" aft The Commonwealth of Massachusetts _p Department oflndustrlalAccidents '"_` _ ' ` Office of Investigations a Oat= 600 A7ashington Street "r = — Boston,MA 02111 'a. ., ,. II w► .mass.gov/ilia Workers' Compensation Insurance Affidavit Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly IT Name(Business/Organizati artndividual): i) ' �() A, 1 L'I t &'ei i, 1 r-` (-- Address: _ f Address: 3 �> i fl l� f c , 1 f [' City/State/Zi•: G 1_ 1 /A 4. c72t` . Phone# 470,r- C- y - I 1 ' 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 6. [ New construction employees(full and/or part-time).* have hired the sub-contractors listed on the attached sheet. 7. ill-Remodeling ship❑ I am a sole proprietor or partner- contractors have sub-contractors and have no-employees These 8. 0 Demolition working for mein any capacity. mad have workers'capacity. 9. ❑Building addition [No workers'comp.insurance Comp'insurance.: 10.0Electrical repairs or additions required.] 5. 0 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. rightc. 2 exemption per§(4} and wehavL e no 12.0 Roof repairs insurance required.] employees.tgo workers' 13.❑Other . . comp.insurance required.] *My applicant that checks box#1 must also 511 out the section below showing titer workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors mast 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 c i - 5 tof-yo ,..-, cj t-i s-\jJ- /A! Policy#or Self-ins.Lie#: U. i3 / / • 3- 7 if 76 ' ,r.- ..,,X. Expiration Date: c I/: bc,,J _, /� Si C t 10 CitylState/Zip: �c, v', f ,✓� Job Site Address: e / _ 3 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 MGI,c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains_Od of perJury that the information provided above is true and correct . .. 7 c i:3 S' atrnc: e _ . Phone#: '5(5 ,$ ' _ ,, 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): 1.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. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111/5 I hereby certify that the debris resulting from the proposed work/demolition to be conducted at le S / A 0<i# Work Address Is to be disposed of at the following location: PhL2 t 31 e25,9/ Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Sign ture of Applicant I Date Permit No. 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. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111/5 I hereby certify �that the debris resulting from the proposed work/demolition to be / conducted at 1 1 //'J'- ) A {��-- Work Address Is to be disposed of at the following location: , 10/�(�yc O s 654 ) Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. —1/g-7#(`'' Sign ure of Applicant Date Permit No. El g 4� dFi 8 il e:44,4� $ 5 Z L �nz €_ e ti liliql _ Pc O $rimClnpo.s i vE a E ,'.,g io E b Z ~ Q R a 0,71gLA !!c-„ .--. gi. g hi 11 111302P,IN ; i 11R! 1 -';, i i.; CL, CD g t , 2 z € g5 HI-. 1 e n ii �p 1dx�Gq Z ss� ��m�jjm 99 C kt P' g IrVITI tf:P hi 1 3 ;hi it 5 $a i s r € 50 Vag 'N a s lig LI: :41i II ; 0 i r. I8 gk �€ � @vO c W g . twc99 PI z1> J g al a .— O so 7I s e n Al 1:::, ;i �41 7 /°° O " 4 - aYO a w Uggi ` „ s n ,$, \ i A. 10 qg a W �`i i ,s' p al -I 11" i.'X r2.-!, \I;:t*"? \ ,-..:.,„ 1 7 a. iI G yysQs�� ,, 4,71. /�q ( J. g,t 74�I ��.;11., ., %, x A',...to\.;..--,-..o fi�i' w� S ail ', o kigi! :4j11 a friar '41a \ s m _ —tea dio .a ,4 i . ;IN 41,14t-ii,\'' j'''''"-\ i , \'‘\\Io %EP•V‘---) VI ei ' II 6 III ' jig4,t4....'A-:\::"..-f;;,' / ‘,/‘ 01 t +I+ S �I R W / $W �j S ./L`o ` �\ W gg I, J/ N g €E' -9 1 s "$ ,�� 1'X. U O. —Ski- '" 8 / l O :10 1 \ 0 cr } a R■I�.� oi 0 -/— dz N ///f \ - '/' E-J II E-fi % \� — n wGc. gg y 1 .4 "Ill Aliii___ ' \ '''' Iii. 3 F )i e '1® 1s d V`�� ' c 1 4 Television Ln Sears, Tim <tsears@yarmouth.ma.us> Tue 5/16/2023 3:55 PM To:Chris Kenney <kenneybuilders@hotmail.com> Chris, I have reviewed your application and there are some items needed. V1. Conservation sign off N2. FEMA Elevation Certificate based on construction drawings 3. Foundation plan stamped by a Registered Design Professional Engineering for beams . /5. HERS Certificate 'Recorded Zoning Board of Appeals Decision for Raze & Replace of a Non-conforming structure 7. Smoke/Co detectors marked on plan as required Please submit these items for review This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100, within 45 days of this notice. Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@yarmouth.ma.us RECEIVED JUL 12 2023 - Yq C � UILUING DEPARTMENT ''4.L rl...: ;'"-L --- :4� `�' TOWN OF YARMOUTTH ENT i ',4:- ;G BOARD OF APPEALS y _ ---- 0i, =�k' DECISION \l\1C44, � DOS-: 1 :484}140 07-12-2023 1 z23 > -- - BARNSTABLE LAND COURT REGISTRY FILED WITH TOWN CLERK: June 12,2023 PETITION NO: 5022 HEARING DATE: May 25,2023 PETITIONER: Kaya Cinar Trustee of the Peggy Pekran Cinar 2010 Trust PROPERTY: 4 Television Lane,West Yarmouth, MA Map 14,Parcel 91 Zoning District: R-25 Certificate#205049 Land Court Lot#51 Plan #11781B MEMBERS PRESENT AND VOTING: Chairman Steven DeYoung,Dick Martin,Jay Fraprie, John Mantoni and Sean Igoe Notice of the hearing has been given by sending notice thereof to the Petitioner and all those owners of property as required by law, and to the public by posting notice of the hearing and publishing in The Cape Cod Times,the hearing opened and held on the date stated above. The petitioner,Kaya Cinar, as trustee of the Peggy Pekran Cinar 2010 Trust, with property located at 4 Television Lane,West Yarmouth, Massachusetts, such a property being in an R-25 zoning district.The petitioner seeks a Special Permit and/or Variance to raze and replace a pre- existing non-conforming dwelling and to increase its height within allowed limits. Dan Ojala,Down Cape Engineering, appeared on behalf of the petitioner and did a fine job presenting. He explained that the petitioner seeks to remove the existing structure consisting of a two-bedroom home and to replace it with a three-bedroom home with provisions for flood avoidance due to its proximity to coastal water.He explained that the lot consists of 7764 ft.2 and when the construction was completed, the structure would cover 18.4%of the lot size. He went on to explain that a new Title 5 mounted system would be installed,which would slope to the rear of the property and be a minimal visual structure. He explained that the lot would be leveled, so as to allow water upon it to percolate on site, and that three drywells would be installed to collect runoff from the gutters on the new building.When constructed, certain nonconformities would be eliminated/reduced with the west side of the property coming into compliance and the east side of the property being only 2 feet of encroachment and to the sideline.The shed currently on the property will be removed. A TRUE COPY ATTEST: . CiWil0 CMC/TOWN CLERK • JUL 1 0 CERTIFICATION OF TOWN CLERK I,Mary A. Maslowski,Town Clerk,Town of Yarmouth,do hereby certify that 20 days have elapsed since the filing with me of the above Board of Appeals Decision#5022 that no notice of appeal of said decision has been filed with me, or,if such appeal has been filed it has been dismissed or denied.All appeals have been exhausted. kiti'Ae WU-41044 Mary A. Maslowski JUL 1Q 2023 A TRUE COPY ATTEST: • ttid a JUL 10 2023 A letter from Ronald and Noelene Cervin was read into the record with each expressing their concerns about a chronic problem of road flooding and times of heavy rains throughout the neighborhood, and in particular at this location. Mr. Ojala offered information to address this concern and indicated that the changes to this lot would cause no new flooding, and, instead, were intended to abate this problem in part. Ralph Decker, an interested party, was present and spoke. He expressed like concerns relating to road flooding and asked good and pointed questions about potential storm flooding, with Mr. Ojala informing all as to the so-called"Smart Vents"that would be incorporated into the foundation design to deal with potential flooding from storms. The Board has considered many similar requests relating to the replacement of structures along the coast that have to take into account the likelihood of storm surges affecting their property. The design proposed seemed very reasonable, and no Board Member expressed any concern that a Special Permit was inappropriate.A concern was expressed that the foundation walls not be left uncovered. A motion was made by Mr.Martin, seconded by Mr. Fraprie,to grant the Special Permit, sought by the petitioner on the condition that there being no more than 8-12 inches of exposed foundation concrete, and that the remainder of any concrete wall be covered with a suitable material such as Hardie Board. A roll call vote was taken on this motion with unanimous assent, and the Special Permit was, therefore, granted with the stated condition. Steven DeYoung - Aye Sean Igoe - Aye Dick Martin - Aye Jay Fraprie - Aye John Mantoni - Aye Mr. Igoe then moved that the petitioner be allowed to withdraw the request for Variance relief, without prejudice,which motion, Mr. Fraprie seconded,and upon which the Board voted unanimously in favor by voice vote. No permit shall issue until 20 days from the filing of this decision with the Town Clerk. Appeals from this decision shall be made pursuant to MGL c40A section 17 and must be filed within 20 days after filing of this notice/decision with the Town Clerk. Unless otherwise provided herein,the Special Permit shall lapse if a substantial use thereof has not begun within 24 months. (See bylaw §103.2.5, MGL c40A §9) Steven DeYoung, Chairman A TRUE COPY ATTEST: or: CMC I"RAIN CLEF< JUL 1 0 2023 • :o :aid COMMONWEALTH OF MASSACHUSETTS ' t , TOWN OF YARMOUTH BOARD OF APPEALS 7r�CHLF-9 a Petition#: 5022 Date:July 3,2023 Certificate of Granting of a Special Permit (General Laws Chapter 40A, Section 11) The Board of Appeals of the Town of Yarmouth Massachusetts hereby certifies that a Special Permit has been granted to: Kaya Cinar,Trustee of the Peggy Pekran Cinar 2010 Trust Affecting the rights of the owner with respect to land or buildings at: 4 Television Lane,West Yarmouth, MA; Map 14,Parcel 91; Zoning District:R-25; Certificate#205049;Land Court Lot#51; PIan#11781B and the said Board of Appeals further certifies that the decision attached hereto is a true and correct copy of its decision granting said Special Permit, and copies of said decision, and of all plans referred to in the decision, have been filed. The Board of Appeals also calls to the attention of the owner or applicant that General Laws, Chapter 40A, Section 11 (last paragraph)and Section 13,provides that no Special Permit, or any extension,modification or renewal thereof,shall take effect until a copy of the decision bearing the certification of the Town Clerk that twenty(20)days have elapsed after the decision has been filed in the office of the Town Clerk and no appeal has been filed or that, if such appeal has been filed, that it has been dismissed or denied, is recorded in the Registry of Deeds for the county and district in which the land is located and indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicant. )6C.,,,see(:).,.. Steven DeYoung, Chairman A TRUE COPY ATTEST: BARNSTABLE REGISTRY OF DEEDS' John F. Meade, Register cmr,�+i: umc,I VAN iLLKK JUL 10 an y,,,� TOWN OF YARMOUTH "� .w" c HEALTH DEPARTMENT 4t.:,,,i,c: `' '. PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET a. To he completed by Applicant: Building Site Location: il f€'/rP LA SI cs/U ih /v e---` 1 b t Proposed Improvement: t 4 4.- )-'' 0 t Applicant: N,v€ 64. (I a.P"S C Tel. No.: ;-,;3 v' Address:60t/O, •4I' ./ <"` vTf7 "Le()) k)/ >41 Date Filed: /7 9e -- **/fyou would like e-mail notification of sign off,please provide e-mail address: Owner Name: A.. _ M' C / A i Owner Address: 07 Cl It ,A i A 5 ! A)c-`-v Nr Owner Tel. No.:6/7 FY" Ctf 7 - 1 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: -7 ^, (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building HEALTH DEPT. (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: C''' -..ti-A'c' DATE: 3 _� 9 ,� °� PLEASE NOTE COMMENTS/CONDITIONS: "'� TOWN OF Y.ARMOt Td i of WATER DEPARTMENT ap-,=•.irA ' ' •a 99I ,cl, €sl.ndRoad Itk41 0, ,,' SE tvVe,.t Yarmouth, MA 02673 ''` • Telephone: E38> 1-79 i * Fax: (508 1-7998 BUILDING PERMIT APPLICATION FOR WATER DEPARTMENT SIGN OFF TRANSMITTAL FORMBUILDING SITE LOCATION: le!I/3/ ® N 'r- k, A is, � I / PROPOSED WORK R-e 01 Co - /i'X)S II* /7a /L le rr ____PftiJ APPLICANT: AeivPc ar (eak.7 /tic ' ADDRESS: C° ' Viliii f`?'m":1!/ Ae•P _4 kJ' )4 ___ M. TELPIIONE: ` 3L7 -/!I ike.ribuiLke___r rs+v-kC- , n ei-- RESIDENTIAL AND /OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Availability and or existing location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Act; i.e. If lots)border any type of wetlands.streams,ponds,rivers,ocean,bogs, boys. marshland. ETC... Health Department: Determines Compliance to State and Town Regulations, i.e. requirements for Septage Disposal and other Public Health Activites Fire Department: Determines Compliance to State and Town Requirements for Personal Safety. Property Protections. i.e. Smoke Detectors. Sprinkler Systents.etc ,,,,, ,,,L / e,...7 7 APPLICAt 1 SIGNATURE I). E OFFI USE: COMMENTS ON PERMIT APPROVAL OR DENIAL wT E cep "le/if .2 7'0 46(4(4 0 dt t 6 vC At -1 r it r I-OC w Ie',t e Lv SC✓j To eve.6 Sr?) 1.✓Li-e" AAA,' .2w 1"10% 1-c L i e' -ro ,C At tits f-A// EA,. L 1 Z f Za REVIEWED BY ATERDIVISION(SIGNATURE) 2,- DATE O mii.etpd A3(74 c2 SERVICE NO. i'13412 6-27-97 - William G Halpin NAME - /7.i %-4.--, , Margaret Halpin ,0447",..67 STRF,ET s „, e VILLAGE , , • METER NO. 341rO1 !TAi r7r r/d/,‘ M“ Abe- c 4F9 -5 4(470; • ,r ;:7 4/ • . , 3014ii GrUt _ r702.c • /1—e 6, /, A14/N a 07P4"e ..ar 41.0 ea 4/ A. ®BoseCascade R Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS FB04(Drop Beam) BC CALC®Member Report Dry 12 spans I No cant. May 17,2023 14:07:44 Build 8545 Job name: KAYA CINAR File name: Address: 4 Television Lane Description: BASEMENT UNDER LIVING ROOM City, State,Zip: West Yarmouth, MA Specifier: Customer: Kenney Builders Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Connection Diagram: Full Length of Member fat b -+s- d —r- a • �• • tc • • • +.� a I-+- a minimum= 1-3/4" c=8-3/8" b minimum=6" d=24" e minimum= 1" Calculated Side Load=0.0 lb/ft All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFLOO5 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM', ALLJOIST®,BC RIM BOARDTM',BCI®, BOISE GLULAMTM',BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 6 of 6 E0.Seca Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED 'NGINEERED WOOD PRODUCT FB03 (Drop Beam) BC CALL®Member Report Dry 12 spans I No cant. May 17,2023 14:07:44 Build 8545 Job name: KAYA CINAR File name: Address: 4 Television Lane Description: BASEMENT UNDER BEDROOM/KITCHEN City, State, Zip: West Yarmouth, MA Specifier: Customer: Kenney Builders Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products V 1 1 1 1 1 1 14 1 1 1 1 1 1 1 l 1 1 � Q 1 l l 1 1 1 757 1 1 1 1 1 1 V 1 1 l l i l l :�l j l ' l i l 737 ! 77 l l l l l 1 1 1 i 1 1 1 • 1 1 1 1 11 . 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 61 oa oo-oo B2 08-00-00 k B3 Total Horizontal Product Length=16-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 5263/608 1538/0 B2, 5-1/2" 12801 /0 4921 /0 B3, 5-1/2" 5251 /587 2150/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 116% 160% 126% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 16-00-00 Top 18 00-00-00 1 1ST FL Unf.Area(Ib/ft2) L 00-00-00 16-00-00 Top 40 15 14-00-00 2 WALL Unf. Lin. (lb/ft) L 09-00-00 16-00-00 Top 60 n\a 3 2ND FL Unf.Area(Ib/ft2) L 00-00-00 16-00-00 Top 40 10 14-00-00 4 WALL Unf. Lin. (Ib/ft) L 09-00-CO 16-00-00 Top 60 n\a 5 Unf. Area(Ib/ft2) L 09-00-CO 16-00-00 Top 20 10 14-00-00 6 Conc. Pt. (lbs) L 00-00-00 00-00-00 Top 560 225 n\a 7 Conc. Pt. (Ibs) L 04-00-00 04-00-00 Top 560 225 n\a 8 Conc. Pt. (Ibs) L 08-00-00 08-00-00 Top 560 225 n\a 9 Conc. Pt. (lbs) L 04-00-00 04-00-00 Top 560 225 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 10732 ft-lbs 33.6% 100% 3 12-04-10 Neg. Moment -12657 ft-lbs 39.7% 100% 1 08-00-00 End Shear 4465 lbs 37.7% 100% 3 14-06-10 Cont. Shear 7057 lbs 59.6% 100% 1 09-02-10 Total Load Deflection U999(0.091") n\a n\a 3 11-11-10 Live Load Deflection U999(0.067") n\a n\a 6 11-11-10 Total Neg. Defl. U999(-0.009") n\a n\a 3 06-02-01 Max Defl. 0.091" n\a n\a 3 11-11-10 Span/Depth 7.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 5-1/2"x 5-1/4" 6801 lbs n\a 31.4% Unspecified B2 Column 5-1/2"x 5-1/4" 17722 lbs 1.2% 81.8% Steel RECEIVED B3 B3 Column 5-1/2"x 5-1/4" 7401 lbs 0.5% 34.2% Steel _' �_ .' MAY 18 2023 L- BUILDING DEPARTMENT By' Page 3 of 6 • Cascade' Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS FB03 (Drop Beam) BC CALC®Member Report Dry 12 spans I No cant. May 17,2023 14:07:44 Build 8545 Job name: KAYA CINAR File name: Address: 4 Television Lane Description: BASEMENT UNDER BEDROOM/KITCHEN City, State,Zip: West Yarmouth, MA Specifier: Customer: Kenney Builders Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products 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. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. User Notes B2 EXCEEDES CAPACITY OF 3-1/2" LALLY COLUMN Connection Diagram: Full Length of Member + { b -.r d a I • �• • t C • • • �- e ...F- a minimum= 1-3/4" c=8-3/8" b minimum=6" d=24" e minimum= 1" Calculated Side Load=0.0 lb/ft All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFLOO5 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®, BC FRAMER®,AJST*', ALLJOIST®, BC RIM BOARDTM',BCI®, BOISE GLULAMTM',BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 4 of 6 *Boise Cascade ® Double 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENCINEERFD WOOD PRODUCTS I FB02(Drop Beam) BC CALC®Member Report Dry 11 span I No cant. Build 8545 May 17,2023 14:07:44 Job name: KAYA CINAR File name: Address: 4 Television Lane Description: HEADER AT LOFT City, State,Zip: West Yarmouth, MA Specifier: Customer: Kenney Builders Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121 1 1 1 1 1 1 1 1 . 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 . 1 1 / 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 . 1 1 . 1 1 1 1 1 1 1 1 1 1 3 i s B1 08-00-00 Total Horizontal Product Length=08-00-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 320/0 919/0 1440/0 B2, 3-1/2" 320/0 919/0 1440/0 Load Summary Live Dead Snow Wind Roof Tributary Tag Description Load T Live 0 Self-Weight Unf. Lin. (lb/ft) Lef 00 0 00 08-00-00 Top nd Loc. 100% 100% 116% 160% 126% 1 Unf.Area(Ib 04-00-00-00-00 /ft2) L 00-00-00 08-00-00 Front 20 10 0 2 Unf.Area(Ib/ft2) L 00-00-00 08-00-00 Top 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 4192 ft-lbs 34.5% 115% 2 04-00-00 End Shear 1720 lbs 23.7% 115% 2 01-01-00 Total Load Deflection U999(0.096") n\a n\a 2 04-00-00 Live Load Deflection U999(0.058") n\a n\a 5 04-00-00 Max Defl. 0.096" n\a n\a 2 04-00-00 Span/Depth 9.5 Bearing Supports Dim. %Allow %Allow Material B1 Column 3-1/2"x 3-1/2" 2359 lbs n\a Supportalue 25.7%Member Unspecified B2 Column 3-1/2"x 3-1/2" 2359 lbs n\a 25.7% Unspecified 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. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is braced at all supports. See engineering report for the unbraced length. Connection Diagram: Full Length of Member rib —"-- ----d --en- a RECEIVED L "„MAY 1^8 2023 • -e.- e L BUILDING DEPARTMENT" Page 1 of 6 . � Double 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP E-*Bose. Cascade' PASSED FBO2 (Drop Beam) BC CALC®Member Report Build 8545 Dry 1 span No cant. May 17,2023 14:07:44 Job name: KAYA CINAR File name: Address: 4 Television Lane City, State,Zip: West Yarmouth, MA Description:peiier: HEADER AT LOFT Customer: Kenney Builders Specifier: Code reports: ESR-1040 Designer: Joe Madera Company: Shepley Wood Products Connection Diagram: Full Length of Member a minimum= 1-3/4" c=6" b minimum=6" d=24" e minimum= 1" Calculated Side Load= 120.0 lb/ft All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®, BC FRAMER®,AJSTM ALLJOIST® BC RIM BOARDTM, BCI®, BOISE GLULAMTM,BC FloorValue®, Page 2 of 6 VERSA-LAM®,VERSA-RIM PLUS®, 7`T' 1 d d=b/"l '--, ' T. A C Guide to Wood Construrtion in 111mh WindAreas:119 mph Wind on e ViffsPerms,Pits Ch 'eitr s1 fO k".��''pl ce (780CT.�?; Y� Q Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust) 110 mph ✓ Wind Exposure Category B __IeS 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories s 2 stories t/ Roof Pitch (Fig 2) 1.2 <_12:12 Mean Roof Height (Fig 2) t/ Building Width,W `L ft s 33' Building Length,L (Fig 3) Z ft s 80' —ate (Fig 3) 24 ft 5 80' ✓ Building Aspect Ratio(UW) (Fig 4) Nominal Height of Tallest Opening2 (Fig4) • B • s '8 i/ 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) - /i 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 54C4.1 Concrete Concrete Masonry t/ _ill ilk 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table 4) •L Bolt Spacing from end/joint of plate (Fig 5) in. Bolt Embedment-concrete in.`6"-12" �� Bolt Embedment-masonry (Fig 5)" " m.> " (Fig 5) in.>15" ae✓ Plate Washer (Fig 5) >3"x3"x'/" 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) Z>4l0¢5 t°a 6t."o��. Maximum Floor Opening Dimension (Fig 6) it.ft s 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) 1 Maximum Floor Joist Setbacks � ,�i�- Supporting Loadbearing Walls or Shearwall (Fig 7) .ft s d t j� Maximum Cantilevered Floor Joists 1 Supporting Loadbearing Walls or Shearwall (Fig 8) taft s d 14 Floor Bracing at Endwalls (Fig 9) Floor Sheathing Type (per 780 CMR Chapter 55)Floor Sheathing Thickness Floor Sheathing Fastening (per 780 CMR Chapter 55) in. ✓ (Table 2)..}o d nails at Gin edge/i1.in field i/ 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) ft Non-Loadbearing walls F 10' Wall Stud Spacing (Fig 10 and Table 5) �7 ft <20' r;; - Wall Story Offsets (Fig 10 and Table 5) 14 in.s 24"o.c. �' (Figs 7&8) ft s d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls Non-Loadbearing watts (Table 5) 2x b - 2 ft 0 in ""1 (Gable End Wall Bracing' (Table 5) 2x - ft O in. _�/ Full Height Endwall Studs (Fig 10) Y/ WSP Attic Floor Length Gypsum Ceiling Length(if WSP not used) (Fig 11) ft zW13 „ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c... (Fig 11)) —ft'0.9W or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays�� Double Top Plate Splice Length (Fig 13 and Table 6) Splice Connection(no.of 16d common nails) (Table 6) t�,.......,,, li A w�C Guide to Wood Cost: !et cF2 gra High W 2d A;'eas: 10 mph TiTiii2d Zone Loadbearing Wall Connections Lateral(no.of 16d common nails) (Tables 7) 2 Non-Loadbearing Wall Connections Lateral(no.of 16d common nails) (Table 8) 2, Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) 6 ft $ in.511' ✓ Sill Plate Spans (Table 9) Vft_in.511' Full Height Studs (no.of studs) ...(Table 9) Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) 4. ft 1, in.<_12' Sill Plate Spans (Table 9) ft in <12" i/ Full Height Studs(no.of studs) (Table 9 _ —' 2— _j,er Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W ®, Nominal Height of Tallest Opening24 a c 6,8" t/--- Sheathing Type (note 4) Edge Nail Spacing ..(Table 10 or note 4 if less) (r in. Field Nail Spacing (Table 10 Shear Connection(no.of 16d common nails)(Table 10) t in.rl, Percent Full-Height Sheathing (Table 10) $ o --�/ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Maximum Building Dimension, L Nominal Height of Tallest Opening2 6 Is <6'8' ✓ Sheathing Type (note 4) 7,04 Edge Nail Spacing (Table 11 or note 4 if less) 6 in. r/ Field Nail Spacing (Table 11) /2 in g/ Shear Connection(no.of 16d common nails)(Table 11) Percent Full-Height Sheathing (Table 11) WA fr.'., 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) ___. --- Wall Cladding Rated for Wind Speed? 5.1 ROOFS 4/ Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) ✓ Roof Overhang (Figure 19) ft s smaller of 2'or U3 .✓Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) Lateral Table 12) U=3®3 plf ✓ Shear L= 7 plf Table 12) S= 'p'� plf Ridge Strap Connections,if collar ties not usedper page 21... Gable Rake Outlooker p g (Table 13) T=t'V plf �i Truss or Rafter Connections at Non-Loadbearing Walls 20) —ft s smaller of 2'or U2 Proprietary Connectors Uplift (Table 14) Lateral(no.of 16d common nails)..(Table 14) U= lb. _ AT - Roof Sheathing Type L= lb. Roof Sheathing Thickness (per 780 CMR Chapters 58 and 59) Roof Sheathing Fastening —in.a 7/16"WSP / Notes: (fable 2) CC�S 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. AWC Guile to Wood Construction in High Wind Areas:110 Mph Wind Zone Massachusetts Checklist for Compliance(780 CIVIR 5301.2.1.1)2 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 7\--WHEN THE EDGE RESTS ON FRAMING USE ad NAILS \ATV'b.l" F N. - tl t1 rt II It 1• 11 n 14 r u 1-111 II II 1 11 44 11 II It 11 II II - I• . 11 I1 1I ,• 1I N hI ..{L:I It It ii _G i 1 II II 11 1' II o ti ii tt.� t. m II 'd 1 I. 1 F it It IT Q It 1t It .412 tt vJi It 0. t d w n ri A - z e Q r 11 g ' u .t y 1. II -F, It - i S II 111 4 <i 2 I- t . II 11 1i ii ci- t ' tt Q 1t 11 W 1' 11 11 11 1` t• e. 1 W tI 11 tl ' t, 11 't it 'II t i 4 AL$PACW i i t PANEL d L r See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment