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PO illile5 s-4�� _n, �-- „ -u - - TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department of r JAN 112023 1146 Route 28, South Yarmouth,MA 02664-4492 . 508-398-2231 ext. 1261 Fax 508-398-0836 .�,i� !R i BUILDING DEPARTMENT Massachusetts State Building Code,780 CMR ‘:._ e By - — - Baildihsg Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: f i(-t-Th-11��>*12- Date Applied: 1t liN e-sF‘c S 1.'1 c-),3 Building Official(Print Name) STgn e Date SECTION 1:SITE INFORMATION • 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: , 4,--tX (lt 32,r;(o0 1c0 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 30 $.I Zs' %3-- s3 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: J Outside Flood Zone? Municipal 0 On site disposal system IL.Public . Private 0 Check if yes❑ pp y SECTION 2: PROPERTY OWNERSHIP' 2.1 E 1/'+g Owner' of Record: 4C*4f.l c li✓ OAl/ ,4M 02 `/%3 Name(Print) City,State,ZIP 3 mu- c ,ii.. . (brf,?054y43 "obsci.s '2 g/CGa .C�Kq No.and Street elephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 I Existing Building 0 Owner-Occupied 0 Repairs(s)iii. Alteration(s) k Addition OIL Demolition 0 I Accessory Bldg. 0 Number of Units I Other ❑ Specify: Brief Description of Proposed Work2: f‘Xit MN>u•T//N e>F MAK T I4'r'414' /16;"gC- 2-'44) r/Beltft eX' l"T; ft)D c i 1 It"FL. fl�iy,/>&L 4i/ivil I- L c.&t 6erSti I'(416 d u444y4‘41` MO' LA./ at 1 Ta ea-% s WOW.5 rcvcr�cE /6.7* SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ t s 1. Building Permit Fee:$J OZ) Indicate how fee is determined: / AStandard City/Town Application Fee 2.Electrical $ X-0,'06 0 Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ / Oo0 2. Other Fees: SC (po,W 4.Mechanical (HVAC) $ 9,200 List: 5.Mechanical (Fire $ Total All Fees:$ .--� Suppression) 2. 5 . I Check No. Check Amount: Cash Amo 6.Total Project Cost: $ �"b(ZO0 0 Paid in Full '�Outstanding Balance Due G 140 `r` SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) C'_ 0eq1 80 ,7J/�I2Lu J6e � T. aoZG( License Number Ex ratio/Date Name of CSL HotIder List CSL Type(see below) Z m1u ,2D No.and Street Type Description (%rTO-r- c m/b/ q nwdl_ g�, -37- U Unrestricted(Buildings up to 35,000 Cu.ft.) • City/Town,State,ZIP NT ��'N`/ VKJ R Restricted l&.2 Family Dwelling /v1 Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances ,)7-37,-SlaD2-- a>k7oT SuLttg 4r.' / I _ Insulation elephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) f. .o,;il y 2_ Z NOT e(t4 eb Jl T x si A.) &b JiJt HIC Registration Number pir ion Date HIC Company Name or HIC Registrant Name ZZtS" .HIt.l. R p 01c qco huts.'tier No.and Street -�¢ Email address SST S446 tA4 f lam'OZg7- 6.3_6t. 3?-'�S" �wQ QC,�City/Town, State,ZIP elephone c.I K LU i ( 'e.r- 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 Iti, 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 16i�1'-r i ' too.7-a to act on my behalf, in all matters relativt' work authorized by this building permit application. CAM isTos Rob fS �- ---: �Gw lL 13�a 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 perjuy that all of the information ���� ill contained in this application is true and accurate to the b- 1,---,. knowledge and understanding. /2 /1, lArz_ Ni� : +.Ja1G! �? .I Print Owner's or Authorized Agent iiro011, `'CM tr. : ate _<- a> 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.Eov/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.) Z i 192, 1, (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Z,coo Habitable room count 3 4 I a,) ^-P.bifr/...t/ Number of fireplaces / Number of bedrooms Number of bathrooms 2 4' { oN R6140461.. Number of half/baths 0 Type of heating system AMC- Number of decks/porches Type of cooling system 4,4fik . Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" 1 ti � The Commonwealth of Massachusetts . Department of Industrial Accidents °'i= 1 Congress Street, Suite 100 ,� Boston, MA 02114-2017 ;� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): (tlO'Se-\, t!0(A)S—r&u/L i s p() Ca Mk—. Address: 745— /f tt- t), air ____m. City/State/Zip: T phone #: "? — -MO Z.— Are you an employer?Check the appropriate box: Type of project(required): I.❑I am a employer with employees(full and/or part-time).' — 7. _New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp. insurance required.] 8. ,Remodeling • 3.❑I am a homeowner doing all work myself. [No workers'comp. insurance required.]t 9. ❑ Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.0 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.t l 0 Roof repairs 6. )We are a corporation and its officers have exercised their right of exemption per,MIGL c. 14.C Other 152,§I(4),and we have no employees. [No workers'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 r 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 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$250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the • ' o perjury that the information provided above is true and correct. Sienat Date: 12 13 ?-O? _ Phone#: J '73 -.S(�Z Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License Ai- Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone 4: i TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G. L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111/5 I hereby certify that the debris resulting from the proposed work/demolition to be conducted at /S 5'O ff GIJ657 vC Work Address Is to be disposed of at the following location: 2-QC- 5 v7 ere ,A1 5 / t4.4( (, M 4 0 2S3 97 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. AA"4 1 I I I I I I I I 114111h ►_11i�'% lL r3 Z�ZZ Ns • • . pplicant Date Permit No. d Commonwealth of Massachusetts Division of Occupational Licensure Board of Building Re ulations and Standards Const; on$ visor CS-087680 x~ spires: 02/17/2024 JEFFREY J ViOJCIK U 43 HIGHLAND AVE MANSFIELD mA 02048 n' i . " , y��LLVd.YJ� Commissioner da8G K. bleincb& THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Corporation Registration Expiration '170934 04/28/2024 WOJCIK CONSTRUCTION CO.,INC. JEFFREY J.WOJCIK 225 MILL RD EAST SANDWICH,MA 02537 Undersecretary _./. j1,0 0'o-c,‘\ ?(111._bei?_EO Com co t-s-r r06-7- /6y•YqR � TOWN OF ti'aR:xii)li7t i ?' ' WATER DEPARTMENT •O-1-`(`1)` -; 99 Buck island Road C6V` t'n!.-e�rd West Yarmouth, MA(1?(„3 • rriv, hides 6118) 771-7921 • Tax: i5o& ','I y E C E Ep FEB 0 31013 7 BUILDING PERMIT APPLICATION FOR a UtLDING_~"DEPART ME WATER DEPARTMENT SIGN OFF � NT TRANSMITTAL FORA BUILDING SITE LOCATION: /$ Ott 57- PROPOSED WORK: A>1� �lo.�tlr.v 1 b 1< f°, t2e yr tli 4_1 - .. APPLICANT: LTr -37 &C.1oC1 ADDRESS: Z. ,,i/�.t_ Gam. - _..._ r 97044 Ale TELPttoNE: . 3 ---"67 ' .,.___ RESIDENTIAL AND OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water \vailabilit and or existing location I:ngincering. Depanmenc Determines Compliance for Parking and Drainage Conservation Commission: I)etenni t•, •t i i u 4 ( i m Nance tc�t�'etlands( Act: i e. If lobs)border any type of %%etlands. streams. ponds, rixers.ocean. hog;. boys. marshland. ETC... I Iealth Department: Determines Compliance to State and Town Regulations. i.e. requirement; for Septaee Disposal ant.other I'uIIic I Iealth Aeti�itcs Fire I)cpaulment: Determines Compliance to State and Town Requirements for Personal Salct}. Property Protections, i.e. Smoke Detectors.Sprinkler Systems,etc • r . - -` IiJL. iPM It 1\T I(;;A:r,T : - �'D.1' E: OFFlf USE:: COMMENTS ON PE:R11I1 APPROVAL. OR DENIM. REV I D BY WATER DIN [SION(SIGNATLAZE) r` DATE • DID FILE COPY , , , J 4.. /(jf) sour- Qy DUrL01NGOFpT k /! \ /• /zw,g / , , t�,qy r - \ it 60 00 ' 1 1 --�l i 1 pFaundation Location Autinved 1j5: - 11r,7:u ' rr�q.y., 07'!9 IL si Qii Li < �.> ro 1 A&-C,<pD-�J N vi r= �LSEivR /5 L L. _ t t' -E—�—'�- . x.4,QirtSEN.K0 .- I ! W LT ]— ERS. L.ar a M Plaa,eento— 71ZS. 4DeV#✓ - //,J5Q Zti AforleE C.&" /2e t.r y 7721/sr [ 1 ; t k 170.00 ; % .. . . RA—pit .i. //7,4J2 y Rrv!t,► a: 41/112R y O7Z. 45 5-Esso2S'rn/9 p Zc;30/ Nam. 771E La c y /s /3aa,Kes ree-20/V io e-A.t), CERTIFIED PUDT P fi :../rl07-5-1 pv- X.42.5- /S nterr/N 77,f'fig viFr .rt I. a Marc 711w zn,E./Z4Ay INs712/GT LocArtom is-5ehl1//u/es7"bP.S11.31. / tl11 £1 _4r • " 7Zer 1 P 'xzry is 8 si,t, - aaO ZONe SCALE /'"''3°. . DATE 2A24 a . . "B": •S1 PWA, 0111 CO,0J/1 h 7y P', Ibs2.A/Q, 25'00/S— PLAN REF EREN L or so 11 L.C- alfru =G 13 ./ $Pi 'I'/ 2,J9.?2 gy F�..�14, NA /B�/7.D- sWee-7-z Sv5mv/s/ov Plev oF6ArLd//a/0972 no -/tzc/e'zi, 83.SN4u/ /.smie :dn1E-/pl9S6 J I ,,t+ Of /0 tty. $o Famr1 All /Klee . ;w'F '= - • - : Lap :..,,� SHOWN SHOWN Oa THIS PLAN N IS • ai ON THE O.PPOUNO . . „ . . v 1 NFA ;VT N � AS OWN NER7EON , / a'_"'"et 'Otto.17030• O • ` \,;`' Gr5TP* . : . \ .� \NQ Su4y {O DATE 2 z2 / E d L war yf41 / , PETITIONER: . . . . . , . . REGISTERED $.4M'g` *Y kar TOWN OF YARMOUTH °; HEALTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: Building Site Location: /S— SUVA' (JX5 Proposed Improvement: /A '_I- 7 Nei -4" LI/ S/S7E'&(. Abb / k ( ;� ' �L\!Tio tJ f-tJ 44-Po✓i' t ie v.t/r o r N 4,pv i F - jJ j 2"'A FL Li di„je, Si�lCt Applicant: :.1Firt'r4�1 Gv0-14, Tel. No.:( �3� �oz Address: 2.7 ✓'1ILL Rb etc eitcr SA,v)pv/Liiii Date Filed: **If you would like e-mail notification of sign off please provide e-mail address: Owner Name: 6t.iA (N,C15 r r S �(b( ,(/j" Owner Address: .s `�� (�I%S1 �D c✓ S/ OZ1615 Owner Tel. No.: S% 604/4'3 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: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (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: " %Ct,/1M1-a- DATE: 'f ';,,) 1 f: PLEASE NOTE COMMENTS/CONDITIONS: \e Conservation Office _ ly, Town of Yarmouth bdirienzo(c�varmouth.ma.us .7' Conservation „�o,.�� 3`( Commission RECEIVED Building Permit Sign-off Application TO BE FILLED OUT BY BUILDING PERMIT APPLICANT: FEB 03 2023 Building Site Location: /, ,OUT 1-4ySr _ s, 'y ij r-f<BUILDING DEPARTMENT Map# Z� Lot(s)# .go Property Owner: e✓it-4- Citi246Td3 0€014Q,(S Date filed: / 4 202 3 *Applicant: iT cA)0-4-4* Applicant Address: ZZS /YIIu, kJ) r 5—boccie ,4i* a26-3 Email: Two fuv, 3ulLD012., Con,apcf,it/f T Telephone: V-3?-- T�v0 LPlease note:by submitting this application,the applicant grants permission to the Conservation Office todOlp r tocation to conduct a site visit(if needed). Proposed Project Description: /6'tr tel A,iJ7// .rt/ Rom0-p— kowa, v/ D Y�BPtlt<v,z/. g xI( 1 .4UAJ' id,sil'vt1-1 iZ+ 3e? - /' i2 Amtrive, oeir0 ,9 f I9 i),44t, .'sus: teovre Reocalt91 2 4) ,G- /2. 4/40 1K Site Plan Title/Date: 0 Lb i Pald J 121 zzin TO BE FILLED OUT BY CONSERVATION ADMINISTRATOR: Does the proposed project require a permit? 1 Refer to: SE83- or(QOA perm' Comments from Conservation Commission Approv Conditionally Approved Rejected Conservation Commission Sign-off Signature: 0 tirlip„ Date: Z 13 z Z) *TO APPLICANT: All work-related debris shall be taken offsite or disposed in a legal upland location. At the end of each day, the area shall be clean and no debris shall be in the Resource Area. If work is permitted under an Order of Conditions, please arrange a pre-construction site visit with the Conservation Administrator. At the time of site visit, the MassDEP File Number sign must be installed, along with the erosion control/work-limit line. A copy of the Order of Conditions must remain on-site during construction. Please refer to the Order of Conditions for further details. .7672/ SERVICE NO. Christos ogares NAME R 01.10t 4.*.02 0 12673-28 8/24/81 47 STREET /5-. .34/)/hthest VILLAGE a METER NO. 1_6 -3 6 .5.--'7vo • If;,(14,46- 6-L .- 9/ er° ii..1‘44(.4)incirAi f .C6PPe.t- R a -3! q.' A(4 r, 145 t4) Pat44145' 1/19/23, 11:40 AM Mail-Sears,Tim-Outlook Re: 15 South West Dr Sears, Tim <tsears@yarmouth.ma.us> Thu 1/19/2023 11:40 AM To:JEFFREY WOJCIK <jwojcikbuilder@comcast.net> Thanks Jeff I will add this email to the packet and cross that off the list. Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@yarmouth.ma.us From:JEFFREY WOJCIK<jwojcikbuilder@comcast.net> Sent:Thursday,January 19, 2023 9:45 AM To: Sears,Tim<tsears@yarmouth.ma.us> Subject: RE: 15 South West Dr Attention!: This email originates outside of the organization. Do not open attachments or click links unless you are sure this email is from a known sender and you know the content is safe. Call the sender to verify if unsure. Otherwise delete this email. Tim, I ended up looking at the appraisal and then redoing the math on the front bump-out remodel area. I treated that as all new area 11'x3' = 33 SQFT. So the total finish floor area of the home is 2,318 SQFT. I had broken down the remodel areas below just to explain a little more in depth. Family Room Addition (16'x18'): 288 SQFT Bump out (11'x3'): 33 SQFT New Master Addition (15'x16' ): 240 SQF Existing Master Area to be Remodeled (14'x12'): 168SQ FT (Turning into Closet, Hall, + Bath) Second Floor Main Bath Remodel (8'x10'): 80 SQFT Total Square Footage of Remodeled Area: 809 SQFT Total Finish Area of Home = 2,318 SQFT (Does not include unfinished areas, like Basement Crawl) https://outlook.office.com/mail/inbox/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1 iMDQxLWNkMGQyNmE4NzE5NAAQAP6M4OM2apdJglowNlkt0e4... 1/4 1/19/23, 11:40 AM Mail-Sears,Tim-Outlook Percentage of the new home additions compared to existing structure: 34.9% I really just want to explain again, that I will always try and do the most, best building practices out there. We will spray foam with closed cell, the entire new areas of the home. I am also switching from a one zone system of the home, to making three much more efficient zones. We are definitely not trying to cut corners. I just did not expect to have to pay for the HERS rating and blow test. I did speak to my insulator and he said he will work with me to submit the data sheets on the insulation, as well as filling out a res check, and making sure we comply with the stretch codes. I hope this will be adequate information for avoiding the additional test. I really appreciate you going over all of this work with me, and subtle changes that are currently happening. Always much change. Anyways, please let me know if you need anything else from me or have any questions. Thank you Jeffrey J Wojcik Wojcik Construction Co Inc 225 Mill Rd East Sandwich, MA 02537 (508)737-5602 jwojcikbuilder@comcast.net wojcikconstructionco@gmail.com wojcikconstruction.com On 01/18/2023 2:11 PM jwojcikbuilder <jwojcikbuilder@comcast.net> wrote: Tim, So with the addition in the back (16'x18'= 288 SQFt), the subtle change to the front bump-out in the great room (18 SQFT addition to the floor area) then the proposed changes to the second floor (15'x16' = 240 SQFT + 12'x14' = 168 SQFT + 10'X8' = 80 SQFT) I have a total square footage of work area is 794 SQFT. Isn't that less than the 1000 SQFT or 50% of the home? We plan to spray the entire areas we open up with closed cell spray foam insulation. So all existing 2x4 walls will be having spray foam. For looks, all new walls will be built with 2x6 frame, but will be sprayed as well. All ceilings and floors to be sprayed as well, per request of the owners and we actually will spray the entire second floor rafter bays with spray foam as well. Just to be one and done with the home and maximizing energy conservation. I just am wondering why we need the HERS certificate? Originally we talked about the project and square footage and thought this was not required. I thought we had discussed submitting the data sheets on closed cell insulation that my insulator would provide? I just thought I would check with you on this as we never discussed this before and I did not plan on such an expense. So this means that you need to have a blown in test, and pass the score of 55 or greater? I just looked up the cost and just thought this renovation https://outlook.office.com/mail/inbox/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1 iMDQxLWNkMGQyNmE4NzE5NAAQAP6M4OM2apdJglowNIkt0e4... 2/4 1/19/23, 11:40 AM Mail-Sears,Tim-Outlook did not require this, as discussed previously on the square footage we are working with. If you would like me to come in to discuss, please let me know. I very much appreciate all your help with this and moving this project along. I am working on the survey and engineering for the septic. The water department had sent approval over to Rosa yesterday. I am scheduled to be heard by conservation on the 2nd of February. They would not accept my application sooner for this last meeting, unfortunately. But still have some time to gather engineering and survey Thank you Jeff Wojcik Sent from my Verizon, Samsung Galaxy smartphone Original message From: "Sears, Tim" <tsears@yarmouth.ma.us> Date: 1/18/23 1:34 PM (GMT-05:00) To:jwojcikbuilder@comcast.net Subject: 15 South West Dr Jeff, I have reviewed your application for addition/alterations and there are some items needed . 1. Health Department sign off(under review) 2. Water Department sign off 3. Conservation sign off 4. Plot plan stamped by a Land Surveyor showing setbacks to proposed addition 5. Flood worksheet and affidavits submitted (attached) 6. The new Stretch Energy Code went into effect on Jan 1st. Existing buildings are now a part of the new code. It appears that the scope of work falls under the new requirements. A HERS Certificate will be needed 225 CMR 22: Massachusetts Residential Stretch Energy Code R503.1.5 Level 3 Alterations or Change of Use.Alterations that meet the IEBC definition for Level 3 Alteration or the IRC definition for Extensive Alteration, exceeding 1,000 sq ft or exceeding 100% of the existing conditioned floor area, shall require the dwelling unit to comply with the maximum HERS ratings for alterations, additions or change of use shown in Table R406.5 IRC 2015 Appendix J AJ501.3 Extensive alterations. Where the total area of all of the work areas included in the alteration exceeds 50 percent of the area of the dwelling unit, the work shall be considered https://outlook.office.com/mail/inbox/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1 iMDQxLWNkMGQyNmE4NzE5NAAQAP6M40M2apdJglowNlkt0e4... 3/4 1/19/23, 11:40 AM Mail-Sears,Tim-Outlook to be a reconstruction and shall comply with the requirements of these provisions for reconstruction work. 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:tsearsfyarmouth.ma.us https://outlook.ofce.com/mail/inbox/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi 1 iMDQxLWNkMGQyNmE4NzE5NAAQAP6M4OM2apdJglowNlkt0e4... 4/4 1/18/23, 1:34 PM Mail-Sears,Tim-Outlook 15 South West Dr Sears, Tim <tsears@yarmouth.ma.us> Wed 1/18/2023 1:34 PM To:jwojcikbuilder@comcast.net <jwojcikbuilder@comcast.net> Ql 1 attachments(391 KB) work in flood zone packet.PDF; Jeff, I have reviewed your application for addition/alterations and there are some items needed .i. Health Department sign off(under review) . Water Department sign off W'Conservation sign off M.Plot plan stamped by a Land Surveyor showing setbacks to proposed addition Flood worksheet and affidavits submitted (attached) --6. The new Stretch Energy Code went into effect on Jan 1st. Existing buildings are now a part of the new code. It appears that the scope of work falls under the new requirements. A HERS Certificate will be needed 225 CMR 22: Massachusetts Residential Stretch Energy Code R503.1.5 Level 3 Alterations or Change of Use.Alterations that meet the IEBC definition for Level 3 Alteration or the IRC definition for Extensive Alteration, exceeding 1,000 sq ft or exceeding 100%of the existing conditioned floor area, shall require the dwelling unit to comply with the maximum HERS ratings for alterations, additions or change of use shown in Table R406.5 IRC 2015 Appendix J AJ501.3 Extensive alterations. Where the total area of all of the work areas included in the alteration exceeds 50 percent of the area of the dwelling unit, the work shall be considered to be a reconstruction and shall comply with the requirements of these provisions for reconstruction work. 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 CB0 Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsearsfyarmouth.ma.us https://outlook.office.com/mail/sentitems/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1 iMDQxLWNkMGQyNmE4NzE5NAAQAApmuKghc1 pGsbGEG3... 1/1 RECEIVED LAN 19 2023 Appraisal Services of Cape Cod & The Islands, Inc. BUILDING DEPARTMENT 1292 Route 28, Suite 7 BY South Yarmouth, MA 02664 Office (508) 394-9257 Email: appraisal@ascci.com web site: www.ascci.com January 11, 2023 Ms. Jeffrey Wojcik, 225 Mill Road East Sandwich, MA 02537 15 South West Drive, South Yarmouth, MA 02664 (Building Only) Dear Mr. Wojcik; In accordance with your authorization, I have prepared an estimate of the replacement cost new of the building(only) of the property at 15 South West Drive, South Yarmouth, MA and its "as is"depreciated value. Site improvements and land value are not included in the analysis. The market value of the real estate has not been appraised under the following commonly used definition of"market value": "The most probable price, as of a specified date, in cash, or in terms equivalent to cash, or in other precisely revealed terms, for which the specified property rights should sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and seller each acting prudently, knowledgeably, and for self-interest, and assuming that neither is under undue duress." i This definition of market value includes both the land, building, and all site improvements, as well as outbuildings and other man-made structures. The intended use of this report is to assist you, my client, with building code compliance by providing an opinion of the depreciated value of the improvements as of the date of value to the Yarmouth Building Commissioner, as required by National Flood Insurance regulations (FEMA "50%. Rule"). Intended users of the report are you as my Client and the Yarmouth Building Commissioner, for the stated purpose. I am not responsible to any other user for any other purpose. The National Flood Insurance Program(NFIP)regulations do not define"market value"but do note two specific requirements: • "Market value must always be based on the condition of the structure before the improvement (sic) is undertaken or before the damage occurred. • "Only the market value of the structure is pertinent. The value of the land and site improvements landscaping, driveway, detached accessory structures, etc.) and the value of the use and occupancy (business income) are not included. Any value associated with the location of the property should be attributed to the land, not the building." The date of inspection for this assignment was January 9, 2023. This cost analysis is based on the quality and condition of the building and including the updates and remodeling: entire structure has undergone renovations to the interior and exterior of the home over the past ten -fifteen years. The written cost analysis, attached, has been prepared in compliance with the requirements of Standards Rules 1 and 2 of the Uniform Standards of Professional Appraisal Practice(USPAP)for real property appraisal assignments,2022-2023 Edition,and applicable guidelines and regulations. A cost analysis reflects the building component of market value as required by NFIP regulations. This report is a summary cost analysis of the building improvements (only)and does not include underlying land value, furnishings, personal property, or the value of site improvements such as landscaping,parking areas,walkways,septic system,and utility hook- ups,as required. The improvements were constructed in 1980 and has received renovations, additions and on-going maintenance over the years. There is a fully finished partially above grade basement of 743sf which consists of a family room, laundry room, full bath and study/home office. There is a small unfinished area of 89sf. The remainder of the basement is crawl and houses the furnace and hot water heater. The above grade living area offers 1575sf and consists of a kitchen, dining room, living room, three bedrooms and a full bath. Total finished area of the home on all levels is 2318sf. As stated, this cost analysis is based on the condition of the improvements as of January 9, 2023. My judgment of the interior finish materials and condition as of that date is based on my physical inspection of the property,an interview with the client. Overall, the interior improvements as of January 9, 2023 were of good to custom finishes and good condition. The scope of work included a physical inspection of the interior and exterior of the building and development of a cost analysis. Cost data are based on the Dwelling.Cost Replacement Cost Estimator manual supported and adjusted by local builder estimates. The sales comparison and income approaches are not applicable to the assignment and were not developed. An opinion of the site value,other improvements,and site improvements has not been developed or provided. In this regard,the scope of the assignment is fully disclosed and should be clear to all readers, which meets the test of both USPAP and NFIP regulations. Additional supporting documentation for factual information,reasoning and the analysis is retained inthe work file. Based on the attached cost analysis, the depreciated value of the improvements, as of January 9, 2023, which meets the test of"market value" as required by NFIP regulations, was: Eight Hundred Thirty-Two Thousand Nine Hundred Dollars ($832,900) Yours truly, guy5N Amy Duffield MA Certified Residential Real Estate Appraiser License#2415 COST ANALYSIS: JANUARY 2023 Cost data are based on the Dwelling.Cost Replacement Cost Estimator manual supported and adjusted by local builder estimates. Base costs are for good quality single family residences. Appropriate multipliers have been applied to the base cost for the number of stories and bath count. Finally, current and local cost multipliers have been applied to adjust for the higher cost of construction in the regional (eastern) and local (Cape Cod) markets. This is standard methodology when using the DwellingCost Replacement Cost Estimator. The cost data are obtained from the DwellingCost Replacement Cost Estimator, supported by local builders' and contractors' costs. The depreciated value of the improvements only has been estimated based on an interior inspection made on January 9, 2023. The quality of construction is good; the condition was good with modern kitchen and semi-modern bath. The partially below grade area is a mix of above average to good finishes. A majority of the windows and patio door have been replaced, roof, furnace, electrical panels, hot water heater have all been replaced. The costs used are for good quality residences with a rating of 5.6 from the DwellingCost Replacement Cost Estimator. Rating and definition from the manual: QUALITY LEVEL 5: Custom or tract built using materials that are considered good to custom quality. Dwellings in this category would have features that exceed the uniform building code. A dwelling that was originally built using above average quality material and practices, and later remodeled and/or updated with good quality materials, may fall into this category. ESTIMATED REPLACEMENT COST NEW Source of cost data: DwellingCost.com DWELLING: 1575 sq. ft. @ $499.92 $787,374 Quality Rating from cost service: 5.6 Effective Date of Cost Data: 01/09/2023 FINISHED BASEMENT: 743sq. ft. @ $232.17 $172,502 Quality Rating from cost service: 5.4 UNFINISHED BASEMENT: 89sq.ft. @ $82.01 $7,299 Quality Rating from cost service: 3.5 Decic/Patio: $38,080 Total Replacement Cost New: $1,005,255 Minus Depreciation: ($172,329) Age/Condition based on 70 years to full economic life. Remaining economic life is 58 years. Depreciated Cost of Improvements: $832,900 Summary-Scope of Work • Inspection The appraiser viewed the subject property on January 9, 2023. The viewing is made for valuation purposes and is not intended to substitute for the inspections made by engineers,home inspectors,or other professionals with specialized expertise. • Information Reviewing information provided by the client. Provided • Extraordinary Ascertaining the necessity of employing any extraordinary assumptions Assumptions/ or hypothetical conditions. None were utilized. Hypothetical Conditions • Market Area Reviewing conditions in the subject's region community and market area. • Subject Locus Researching competitive locations proximate to the subject and reviewing conditions within the subject neighborhood. • Valuation Considering the applicability of the approaches in the assignment. The Approaches term market value within the 50%FEMA rule refers solely to the structure without the underlying land value and not derived through income or sales approaches. The cost approach was considered in the analysis of the depreciated market value of the structure; however,the cost approach was bound by rules established under FEMA. • Data Research & Researching, analyzing,and confirming comparable market cost data. Confirmation STANDARD CERTIFICATION STATEMENT I certify that,to the best of my knowledge and belief: • The statements of fact included in this report are true and correct. • I have performed no other services regarding the subject property within 3 years prior to the date of report and date of value,as an appraiser or in any other capacity. • The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions and are my personal,impartial,and unbiased analyses,opinions,and conclusions. • I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. • I have no bias with respect to the property that is the subject of this report or to the parties involved with the assignment. • My engagement in this assignment was not contingent upon developing or reporting predetermined results. • My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the Client,the amount of the value opinion,or the occurrence of a subsequent event directly related to the intended use of this appraisal. • The reported analysis,opinions and conclusion were developed,and this report has been prepared in compliance with the requirements of the Code of Professional Ethics and Standards of Professional Appraisal Practice of the Appraisal Institute. • Use of this report is subject to the requirements of the Appraisal Institute relating to review by its duly authorized representatives. • No one provided significant real property appraisal assistance in this assignment. Additional Certifications—Appraisal Institute • As of the date of the report, I, Amy Duffield, have completed the requirements of the continuing education program for Candidate members of the Appraisal Institute Amy Duffield Certified Residential Real Estate Appraiser,MA Lic#2415 Addendum Building Sketch Lower Level 0 80 160 240 320 400 ►- I 1 ► ► ► FLOOR 1 [AREA: 743] 15'8 4 T 4rT1 54 160- v, STUDY/ HOME OFFICE , I t 240— Id 0-----8'3" A 1. Ya 0 FULL BATH it 11 ill f 9 1 M C, UTILITY v 41,4 400- f [AREA: 41] .5454 FAMILY ROOM S Q" ---1 113 b 3 y w ULL � [A'.' : 21 t , • 480- --,1.15'0' LAUNDRY ROOM `-1 1 .1 y 560— o'—5 0 • 18'11" ,. OTHER ROOM r [AREA: 27] Building Sketch Main Level Living { 0 80 160 240 3211 400 480 ` 50 ,--'', + _..__{ .........__..._ . r s 'FLOOR 2 r �_ _ - .._ [AREA:946] 13'10"- 1 I ' a:` 19'10 + 160- DINING ROOM , 1 i 240- : a , 3207 LIVING ROOM o o - .t . 1 '",w KITCHEN r1'g1a , + 3.? I-t it o a ' 400.- �•- 8,'10'•'. �I .--41 480- 2'l,•,t 2'6",,,20., 560 0 80 160 240 320 400 10. FLOOR 3 [AREA: 629] E - 23'3" 81 FULL BATH BEDROOM 160 T HALL 240- ;o o 1 1 BEDROOM 3201 BEDROOM 400- - 23'3" 480- .4Ra , s -t .. n 'fib /' r �rP .N., Ic... J r' iY-f Hr G',RI` ,: s. 0 x 9rs' I' u - brt)e lslari€' Subject `�' :�,,� 15 SOUTHWEST DR SOUTH YARMOUTH, MA 02664 \\�/ 3 .. i tr F A: .,-�F Googfe �� _ FLOOD INFORMATION LEGEND Community: Town of Yarmouth =FEMA Special Flood Hazard Area -High Risk Property is in a FEMA Special Flood Hazard Area-High Risk Map Number:25001 C0589J =Moderate and Minimal Risk Areas Panel: 25001C0589 Road View: Zone: AE Map Date: 07-16-2014 =Forest =Water FIPS:25001 Source:FEMA DFIRM Sky Flood' Na representations o warranties-to any party concarran, the content,atnmaGy or coorponeness of tins flood report irarluding any warranty of merchantability or fitness fora particular purpose is implied orprovde.d Visual scaling factors diffFf between map layers and a,e separate boo,Hood zone infurrnation atmarker location. No liability is accepted to any thud party for any use or misuse o`tnis Hood map or its data. p �� P. '% .� . a � 11, �. , s �. T� +an jI _ . r ��� � �.a :. � "7 ,fit, � .. '�. ;wei0 it r = '�a =.�`. 41 t s"`, �' jk .` � , � yam• -�` � ' .� r `•� i !j ' A 1ili t i �. • Subject Photographs ,y t 5 x a � d T Front View Rear View h.�. 's' e d+ T t 3 �' -lei .r h Rear View Interior View -- nor s 1 ` f// 3 At T+E i 6 1, Subject Photographs z 4 • 41, Interior View Interior View fitommlial t. ,200 Interior View Interior View Substantial Improvement Worksheet for Floodplain Construction (for reconstruction, rehabilitation, addition, or other improvements, and repair of damage from any cause) Property Owner: t i% + C f R I c 1 0 s t) G IfR.(.S Address: 3 t ILL-c& ST p W Coxi iv - az`f°,3 Permit No.: Location: Description of improvements: /6'x is' Lost,rim,' At trite_ fR,,Nf vu,, 2o01 3' M#S Ed konM k61.4.0.l j__ .- i4 b f B#r1? Kfrhop6L ZND rt. Present Market Value of structure ONLY(market appraisal or adjusted assessed value,BEFORE improvement,or if damaged before the damage occurred) notincluding lend value $ Q,3 2�9 o a DO• Cost of Improvement'- • Actual cost of the construction'"'(see fternS to include/exclude) $ Ho 3,o D a ''Include volunteer`labor and donated supplies" Ratio Coat oflmprovement:(or Cost to Repair) °. ... �f g 3 gS•�o Market Value 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: j- � C1.��R � • i�.10�� Yi 0 T 4645-aver Date: 3 • s> R z TOWN OF YARMOUTH .c= BUILDING DEPARTMENT 1146 Route 28, South Yarmouth. MA 02664 _ICY Telephone 508-398-2231 ext. 1261 Fax 508-398-0836 Owner's Affidavit: Substantial Improvement or Repair of Substantial Damage Property Address: i5 $f)t 1 trtfuJ6, .. -- ` .1 i 6 . J r( t ` Parcel ID Number: 3 or Owner's Name: [,.+J',/tt- 4e/g j©5 AO O G>r412,ls. Owner's Address/Phone: 3 4[ C dteS`f Qh ° A o Z 19 33 {a 17) u o -2 op,2> Contractor: J i4-`j - W Gt30J c1 c, i Gt' '�t &Sc.- - Contractor's License Number: C-S `QY, -4 ta Date of contractor's Estimate: 2- 2 2 3 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. f 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 andjor 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. Owner's Signature: Date: 2 I ! gbd'3 Notarized: °O��*-,= TOWN OF Y AR_VIOUTH Y �� BUILDING DEPARTMENT <<st 1146 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: /5--S0(.4 ST ) < fo(rrn*le za07f' Parcel ID Number: 3D/ Zs"- Owner's Name: (/4-�- C/IRtSZas AC06t? l Contractor: d��___-/ 1i ftra-C,( j Gt/'o0-C1 JC- i n'LI (0 /At„A Contractor's License Number: (5 6 00 Date of Contractor's Estimate: 2- oZ3 yl3 2 i 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 basis for issuance of.kpermit. Contractor's Signature ..-z-N' )______, _ Date: Z.�3 �Z3 � Notarized: ` TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398 2231 ext. 1261 Fax 508 398- 836 Office of the Building Commissioner FINAL COST AFFIDVIT FOR WORK IN FEMA FLOOD ZONE To the Building Commissioner, In accordance with 780 CMR Section 109 of the Massachusetts State Building Code, the total estimated cost of construction, including all related costs* of the building at and constructed, reconstructed, altered, repaired, or extended under building permit no. amounts to $ I, ,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. Signature of owner/agent li Notary Public Signature My Commission Expires Notary Seal: • Affrof Project1i�WLj&Jç V Location: 15 Southwest Drive South Yarmouth In 2007 a major renovation was completed on the residence at 15 South West Drive, Yarmouth The modification consisted of new walls which support An existing block wall (8" width) was evaluated for soil bearing the secgno floor supporting gl roof ceiling. structure. An analysis was performed which determinedloads su the block wall to be adequate. Another analysis was performed to ensure that there heaving would not occur. The block wall required was adequate frost protection against face of the block wall face. The insulation was used g nst and q 1.5" of insulation to be added to the outer heaving. for ground heat retention to protect against Proiect Description The new project covered by this calculation is to remove second floor joist and wood flooring with walls and a new the existing first floor roofdh and add a sThereecond floor ceiling is cathedral. And requires a ridge sewn will also included a balconybeam It supporting the rafter noted that the ceiling and walls, g loads. on the second floor which is supported by the first floor To ensure there is adequate bearing area 24" wide the blocki wall. The new footingar wil ae our b Y 1 r deep footing will added beneath b two rows of reinforcement 2 - poured in intervals of The interior of the structure is also bewitd an overlap of 18"). approximately 4'. The will be approximately 16 being modifying by bumping out the family room area Roof Loads: The new roof will be extended cantilevered supporting the roof rafter bottoms will be 6' in out 4' to act as a balcony roof supporting beam lengthofi + roof. The wallse for the roof is 30 12' 4' cantilevered height. The 1 sc floors will be full 8 between load bearing and 15psf D Refer to Reference 2gure �height. The g walls is 15'-6�� L)" L — 12', a = 4', The width of the room 8. The loading The tributary area of load bearing °om and distance on roofs 7'_9» The uniform load acting on ridge beam is LL (snow) ---- 7.75'x30 DL (non snow ,psf=232.5 lb/ft 7.75 x 15psf— 116.25 lb/ft Page � 1 �'= 348.751b/ft Using Reference #3. Specify a suitable ridge beam. Calculate the maximum bending moment at the ridge beam cantilevering outside. =4882.5 ft-lb. Reference #2 Figure 18. Using a single 1 3/4" x 9.25" LVL will support a moment of 6,636 ft-lb. The framing in this roof area will consist of a minimum size of 1-3/4" x 9.25" LVL ridge beam with 2x8 rafters. There will be a LVL beam which supports the post from the ridge beam over the outside door The ridge beam load will be transmitted to the LVL by a post supporting the ridge beam end. The load from the ridge beam on the post is 3,720 lb. (above 6' Door) W/ 2 (L) x [(L+ a) x (L+ a)] 348.75 / (2x 12) x [(12 + 4) x (12 + 4)] 14.53125 x (16x16) = 3,720 lb. This simply supported beam will have a maximum moment of P1/4 = 3720(15.5')/4 in the middle of the span. M = 14,415 ft-lb. Using Three LVL 1.75 x 9.25" has an allowable moment = 19,908 ft-lb. More than adequate. The end walls will be supported by 3.5 x 3.5 column each end. Which is an allowable axial load= 8,310 lb. > 3,720 lb. (center Ridge Pole Total Load) The second floor will be supported by the existing first floor walls. The 6' walls will support half the roof weight and ridge beam ends will be supported at the outside wall and the corner posts. The 4' cantilever roof will be supported by two posts, one at each corner The post are 3.5 x 3.5 < 7' Versa-Lam (Reference 1) Pall = 8,310 lb. The load on the columns (1/2 span between 4') 2ft x 7.75ft x 45psf= 697.5 lb. < 8,310 lb. The existing loads acting on the block wall will be combined with the loads for the new scope of work (roof, walls, and floor). These new loads acting on the foundation will be the roof loading, wall loads and second floor loads. From the calculation for the first modification, Live and Dead load = 600 (LL) + 478 (DL) = 1,078 lb./ft. (Weight) To provide more bearing capacity for the second floor addition a new footing will be added Page 12 beneath the existing block wall. The new footing is to be 12" x 24"and will begin at the inner edge of the block wall. The exterior wall will be covered in the minimum of 1.5" insulation as called out in the previous design calculations, The additional weight to the new footing is 3001b/ft. (new concrete) pour. 2 SQFT X 150 lb./Cubic ft. Calculate loads on outside walls: first floor= 8' x l 1psf= 88 lb./ft. The new second floor walls = 6' x l 1psf= 66 lb./ft. The new second flooring uniform load (LL+DL) = 30 psf+ 12psf=42 psf x 8ft= 336 lb./ft. Roof load acting two outside walls 7.75' x 42 psf= 325.5 lb./ft. Calculate 16'/2 x 7.75' x 45psf = 2,790 lb. at each ridge beam column. Total load bearing on footing (1 foot length) = 1,0781b + 3001b + 881b 661b + 325.5 lb./ft. + 2,790 = 4,647.50 lb. The new foundation footing is 24" x 12" with 2 - #4 rebar with 18" overlap The footing will begin at the inside edge of block wall. Since the footing is offset, only 16" will be considered available for full bearing area of footing. Reference #5. Material class 8 and treating the material as loose density yields a allowable loading of two tons/psf The total bearing load is = 4,647.50 lb The allowable load = 4,000lb/ft x 1.333' = 5,332 The load/capacity = 4,647.50 lb. / 5332 lb. = 0.87 < 1.0 interaction This is very conservative analysis since the ridge post load is considered as a point load and the load will be dispersed at the first and second floor levels. Results: Page 13 Ridge Beam LVL is adequate for the 16' span. LVL beam supporting loads over second floor slider and support post are adequate for ridge beam loads The new footing is qualified for all of the bearing loads on the foundation Results: Broken Down by Section of Home Remodel MODIFICATION ON EXISTING 12' HEADER OVER EXISTING 12' SLIDER OPENING FROM GREAT ROOM TO NEW FAMILY ROOM ADDITION There is a new addition off the back of the house where the 12' slider opening will exist as a new cased opening, allowing access to the new Family Room addition area. The opening will remain its 12' width, but there will be a new roof point load added to this header opening. The purpose of this evaluation is to demonstrate that the existing opening location as modified will be able to support the existing ridge beam load as well as the load from new ridge beam being installed off the back of the house. Checking the header size requires calculating the moment loads that will act on it. The loads will come from the front ridge inside end and the rear ridge inside end. Great Room is 24' Wide ('/2 the Roof line is figured for these calculations, as well as figuring for only 12' of roof load on this header (width of opening). Rear Ridge beam—Point load on carry beam. Roof size calculations for this point load are the width of the room 18' (9'+9'), along with half the 16' ridge (16' /2) = 8'. FRONT GREAT ROOM RIDGE BEAM (reference #2) Load from front ridge beam= 12' x (12/2)/12 (30 LL+15 DL) = 6 x (45 lb.) = 270 lb./ft. Moment M = (WL x L)/8 = 270 lb./ft. (12 x 12)/8 = 4,860 ft-lb REAR FAMILY ROOM RIDGE BEAM GABLE POINT LOAD (reference #2) P= 18' x 8' x (30 LL+ 15 DL) = 6,480 lb. point load in approximate middle of 12' beam Page 14 Moment from rear ridge beam load = PL/4 = 6480 lb. (12')/4 = 19,440 ft-lb TOTAL MOMENT FOR TWO ROOFLINES Total moment acting on the beam is + 4,860 + 19,440 ft-lb = 24,300 ft-lb CONCLUSION FOR HEADER OVER CASED OPENING Great Room/Family Room Opening, SIZE TO HANDLE NEW ROOF LOAD 2x4 Wall Construction forces a 3.5" Versa-Lam Width. The Size of the Header should support no less than the 24,300 ft-lb. Versa-Lam Design Values (reference # 4) 3.5" x 14" LVL =Allowable moment of 29,035 ft-lb, which will be more than adequate to carry the total roof loads. In case there is an issue with fitting a full 14" LVL header inside this opening, due to short stud heights, it would be appropriate to notch the rafter tails to butt the 14" header, and be supported and hung off this header. It is also acceptable to rip the header down to approximately no less than 13" in height. 3.5" x 13" LVL=Allowable moment of 25,155 ft-lb NOTE: New 12' Gable Header above the Family Room slider (Outside Gable wall will need a minimum of a 5.25" wide x 9.25" LVL. The Allowable Moment for a header of this size is 19,908 ft-lb. All new exterior walls will be constructed of 2x6 Framing. FAMILY ROOM ADDITION RIDGE BEAM CALCULATION Moment from rear ridge beam load = PL/4 = 6,480 lb. (12')/4 = 19,440 ft-lb Family Room Ridge Beam Max Load: 3-1/2" x 11-7/8" = 21,275 ft-lb FRONT BUMP-OUT SHED ROOF BEAM CALCULATION M = w (l x l)/8 = 270 (12 x 12) / 8 = 4,860 ft-lb Bump-out Shed Roof Beam Load Options: 3-1/2" x 7-1/4" = 8,377 ft-lb Page 15 "OR" 5-1/2" x 5-1/2" = 7,457 ft-lb NOTE: For all beams and headers in this Shed Roof area will be constructed using like size lumber that exists in this front roof section, Constructed with either 5.5" LVLs or 7.25" LVLS, To be Determined once Demolition Begins. 2ND FLOOR MAIN RIDGE BEAM CALCULATION (Checking ridge for 12' opening in rear of the home, 2"d floor new cathedral area in rear half of second floor of home) M=w (l x l)/8 = 495 (12 x 12) / 8 = 8,910 ft-lb 2"d Floor Main Ridge Beam Max Load: 1-3/4" x 11-7/8" = 9,605 ft-lb MASTER BEDROOM RIDGE BEAM CALCULATION w = (6.625) 45 lb./ft. = 348.75 lb./ft. M = (WxX) / 2(L) (LxL—axa—XxL) (6x348.75) / (2x 12) x (12x12 -4x4 - 6x 12) 87.1875 x 56 = 4,882.50 ft-lb Master Bedroom Cathedral Ridge Beam Max Load: 1 3/4" x 9.25" = 6,636 ft-lb Header over 6' French Wood Door going to Rubber Roof Deck off Master Sleeping area M = 14,415 ft-lb. Using 3 - 1.75" x 9.25" LVLs has an allowable moment = 19,908 ft-lb. References: 1 Western Wood Products Association—Report No. 9: - Design Load Table for Wood Columns 2 3American Forest and Paper Association Design Aid No. 6 4 5Boise Cascade Specifiers Guide Rev. 4/22 6 7Boise Cascade Versa-Lam LVL guide. 4/2022. 8 9Residential Structural Design Guide—Chapter 3 design Loads for Residential Buildings 10 11MA State Building Code 780 CMR 9' Edition- utilizing Table 1804.3 Page 6 Engineering Services Include a pre-pour inspection of the block foundation walls in the three season room area, as well as a final inspection of this block wall area after the footings are poured and forms are off, as well as a final frame/beam inspection of the entire home. This evaluation was performed by: Jerome Wojcik PE Structural Engineer License No. 38903 QF,NAS ask S,,C' JERi?M+E J. 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