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HomeMy WebLinkAboutBLD-19-2300 O A CERTIFIED AS BUILT IS REQUIRED €' e ' � I 09.1 BEFORE FINAL INSPECTION �� ._. ht o Iti � r y yr , a y y 12 — s :, A 0 v a cn g. o • ❑ y v h u a s .5 d 4 o H 8 a • ISR I 6 8 a vraoo i C c� P. r b0 ine �' O c� .n: M �Pg W q a o a E ❑ .4 V 0 a 6 C o 0' ca Z a .. "a .y °' • oz 0 `�' tea• + ,oq CAD un G .4- �o II O m E Psi « -�' a F . .��_ A SCM ': i V m V' co V p O � �. fa .a u o .Q0. ", W o o iltaill NC+sN aVcvio N n Q ® O os (, ato - ' p, Uo °ama s " wdZ mtiov.� e ; �' aE. O `g� cC -4-4 } D u W 1 C4 A Roioto 0 ` AmFO o pyo 0 o o Z I ii Z Om FN 0Z 0 sr ct � E• em o Wo-a C- m E m t; E `i U e8 04 Y ). mN v " N W - bo Elh1 � V .aM n pv .ti4.-- <S coma rn cCal n b ma OS` 45-C-2Vo44 P ' `; q r m Ho �o Fci 71 A 0.1 S —Or-2 s O ix °� a T = y bo i; be a � m w ct) — _a ‘41.' o 4. o �in Z 'yu y .. ss ca en vi ca 69 E" "" d li Z zow.. + 7o n. ti E)---: W 4 o _ 0 °?; a pa � noi 00 CU s o CO E � ° o w ® ❑ VQvv n-_, /. 'ti'H m u yCa _ u o Ni oam En a O 4v ° C € ` gi, a 'Waw vp -al .. N o L'> YC Lu LID U 0 p 6 O r u oZ u p6 L d ti in o DD F o pa `t i $ N Q m ch m ® O u m 5 V o Q 0 9 v aoi o p P. �° m o .5 a 3 N 3 q m q m w a ; F 7 W � � Co) 4 o in '- .y `o r o o m 'C u A a m •4 Cr N a -1 w N Z m ,Z, Z Q co i-=i hl 'd' vi to ,O• • t The Commonwealth of Massachusetts i� =' I Department of Industrial Accidents _=!�I_ 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia • \Y-or-kers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual):PHILBROOK ENGINEERING AND CONSTRUCTION Address: 107 BEACH STREET City/State/Zip: DENNIS, MA 02638 phone#:508-385-8682 Are you an employer?Check the appropriate box: Type of project(required): I.©I am a employer with 3 employees(full and/or part-time).' 7. 0 New construction -.❑I am a sale proprietor or partnership and have no employees working for me in 8. ❑Remodeling . any capacity.[No workers'comp.insurance required.] 3.0 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 0 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 5.01 an 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.: 13.❑Roof repairs 14.0 Other 6.0 We area corporation and its officers have exercised their right of exemption per MGL c. . 152,§1(4),and we have no employees. [No workers'comp.insurance required.] • *Any applicant that checks box*I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:ASIC Policy#or Self-ins.Lic.#:WCC50050140272016A Expiration Date:20181030 • Job Site Address: 87 Stratford LN City/State/Zip:Yarmouth Port,MA 02675 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 pains and penalties of perjury that the information provided above is true and correct. • S gnafui•e: _41. Date: cl �3 Phone#: 508-385-8.8 •"' Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Cown Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ' SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-075828 20190607 KELLEY PHILBROOK License Number Expiration Date Name of CSL Holder 107 BEACH STREET List CSL Type(see below) bE� V�(Q�t Type .. Description 1 I V I J, MA 02638 U Unrestricted(Buildings up to 35,000 cu.ft) City/Town,State,ZIP R Restricted l&2 Family Dwelling M Masonry RC Roofing Covering WS Window and Siding 508-737-6303 JOSH@PECSG.COM SF Solid Fuel Burning Appliances • I Insulation Telephone Email address D Demolition • 5.2 Registered Home Improvement Contractor(HIC) 180569 20181130 PHILBROOK ENG & CONSTRUCTION HIC Registration Number Expiration Date HffifergrAtiTterkittlestantName iltYERNS,t MA, 02638 508-737-6303 Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes 1• I No ❑ - SECTION7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN • OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT . I.as Owner of the subject property,hereby authorize Philbrook Engineering &Construction Services Group esti •ct on my behalf;in all matters relativ to work authorized by this building permit application. `i . 1S n Marcelin 10 SEP 2018 Owner's Name(Electronic e) Date • • SECTION 71a:OWNER1.OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information G co ed in this application is true and accurate� to the best of my knowledge and understanding. to I LEY PHILBROOK C t 10 SEP 2018 • H S • t Owner's or Authorized Agent's Name Elect 'c 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.zov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dns 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" oF' 4 TOWN OF YARMOUTH $',r �0.. BUILDING DEPARTMENT o •mois -y. • 1146 Route 28,South Yarmouth,MA 02664 N ,,5",�� 508-398-2231 ext. 1261 Fax 508-398-0836 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 at87 Stratford LN, Yarmouth Port Work Address Is to be disposed of at the following location: Child's contracted container Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Signa ure .f Application Date Permit No. • • ACORI3 CERTIFICATE OF LIABILITY INSURANCE DATE ) • 1M/G B THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES • BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED • REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Karen Bernier NAME: Southeastern Insurance Agency, Inc. IA/C.No Eel: (508)997-6061 FAC No):(508)990-3]31 439 State Rd. E-MAIL ADDRESS:kbernier@southeasternine.00m P.O. Box 79398 INSURER(S)AFFORDING COVERAGE NAIL* North Dartmouth MA 02747 INSURERA:Arbella Protection Insurance 41360 INSURED INSURERBABsociated Employers Ins Co T. Varnum a Kelley C. Philbrook, DBA: INSURER C: Philbrook Construction INSURERD: 107 Beach Street - INSURER E: Dennis MA 02638 INSURERF: COVERAGES CERTIFICATE NUMBER:CL188105424 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER (MMIDDIWYYI IMM/DDIYYYYI X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED A CLAIMS-MADE EX OCCUR • PREMISES(Ea occurrence) $ 500,000 • 9520045068 8/23/2018 8/23/2019 MED EXP(Any one person) $ 15,000 _ PERSONAL EADV INJURY $ Included GNI AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑M: .LOC PRODUCTS-COMP/GPAGG $ 2,000,000 I OTHER: " E AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ — ALL OWNED SCHEDULED BODILY INJURY(Per accdent) $ AUTOS _AUTOS HIRED AUTOS _AUTOSWNED PPOacadentDAMAGE E $ UMBRELLA UAB _ OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTIONS • E WORKERS COMPENSATION MCC50050140272016A X PER X OTH- AND EMPLOYERS'LIABILITY STATUTE ER. ANY PROPRIETOR/PARTNER/EXECUTIVE IYYN� NIA Excluded officer. E.L.EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBER EXCLUDED? (Mandatory In NH) T Varnum A Kelley 10/30/2017 10/30/2018 E.L.DISEASE-EA EMPLOYEE $ _ 1,000,000 DyyeedeTIA OF O Philbrook EL.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION un OPERATION$below DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If mon space is required) • • • CERTIFICATE HOLDER CANCELLATION • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE• /�i ��.�.� Karen Bernier/KAB C></C.vKJ agnaaW • .©1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) • Massachusetts Department of Public Safety VBoard of Building Regulations and Standards • License: CS-075828 Construction Supervisor ,sii KELLEY C PHILBROOK a.-. 38 WRIGHTS LANEp (. GLASTONBURY CT 06033 ° /et ',' '�SG'G[.�' ir,rsa�—• Expiration: Commissioner 05/07/2019 I WA8` orn,n€wriea/!A otialoeoacAicutel • Office of Consumer Affairs Sa Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only t TYPE:Supplement Card before the expiration date. if found return to: Aegt`stration Fxniration Office of Consumer Attain and Business Regulation F • 10 Park Plaza-Suite 5170 frl l F'r 1fl05f>'q� 11/30/2018 Boston,MA 02116 • T.Vamum PhiltsUolcy",` DB/A Philbrooke410e0ring AL Construction Andrew chilbroo 4 i.. ' 107 Beach Streetc.� �.;,:,.�� [, r Dennis,MA 02638"'•r=5•''' Undersecretary Not v without s re • • • • • • • • • i • • • • • otgk TOWN OF YARMOUTH 0, �r�y HEALTH DEPARTMENT RECEI•: t�'' -' PERMIT APPLICATION SIGN OFF TRANSMITTAL SH ET SEP "i 1 'Lind To be completed by Applicant: HEALTH DEPT. Building Site Location: 8"IL S'tv-c1/41Los G , 'I ODM rcft.T" Proposed Improvement: CoaSCttacr NC-AZ 2.5 STctty ROOflt r . c.FLAt 41t EXIST-Ts-It) SaTIS.—Tisttakt. PoZ tr4STAU._. NS...La L€AC)%tt* -Flab 'T) I-kArlOLG A- TrnAL.-- or— 4 1EO2oor-tS. Upc„-canes, UP4Varziaelag0 Cu✓L ra acDco 4Kp. Applicant: ILCLLLGn \ATIZz 3ti_ Tel. No.:/50Sf 93'. (03CD3 Address: l(n- 13 el' 'E-4n4TS Date Filed: **Ifyou would like e-mail notification of sign off please provide e-mail address: 30SI4 Q PG(--SC,. Col-i Owner Name: 7oNn1 RAQCCLv4C / Gu p G Courxr43 Owner Address: of S 0i-13 tG, y1ca1 &st i TOA-1— Owner Tel.No.:IR/ 9c4•03q 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: , iedail de,/ DATE: (40"/,7/:' PLEASE NOTE V C TOWN OF YARMOUTH • RECEIVED` r.._ . ROUTE1146 SOUTHYARMOUTH,MA 02664-4451 JUN 19 2018'S 'rTelephone08)398-2231 Ext. 2- a08)398-036 YAKMUUIn OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEEDKING'sHIGHWAY APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended,for proposed work as described below&on plans,drawings,photographs, &other supplemental info accompanying this application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S),ELEVATIONS,PHOTOS,&SUPPLEMENTAL INFORMATION, Check All Categories That Apply: Indicate type of Building: Commercial 1" Residential 1) Exterior Building Construction: New Building Addition Alterations _Reroof_Garft'ge. _Shed Solar Panels _Other. oCUFIV 0 2) Exterior Painting: /Siding 01 k Shutters ✓ Doors 01 Trim _Other. uUL J 07018 3)Signs/Billboards: _New Sign _Change to Existing Sign Tp 4)Miscellaneous Structures: _Fence Wall _Flagpole _Pool _Other. SOUTH)'gR4f�FR/C Please type or print legibly: /i, OUTFJ, Mil of proposed work: X 7 S+z q-)`D4e t L., t f ARMoo4' p , Map/Lot# - _1ohJ , a'.'S tf Owner(s): �' IARd.4-1/x iiCoha14 Phone#: AU applications must b�e"submi d by owner or accompanied by letter from owner approving submittal of application. Mailing address: 2? 5Tn&L&4 ,(L tt AC+i10 4C.pot . Year built •'� Email:p11G t_ -luout$0..S1^�r�G►4Pcl(L-.074" Preferred notification method: Phone '"Email Agent/contractor. ME1/e/e4nd SoA57hurbrrs Inc- (Trevor) Phone#. 562 776 6087 Mailing Address:' D c 6,35• OoOTC ,904P�ta)� , MA 0 tq Email: O\2yeraryIbond nM,Qtimn'.I. Co,1 1 Preferred notification method: Phone ✓ Email Descriptioh of Proposed Wore /47014goorn,—a toi room, er.n d U rke;�t7 �- Signed(Owner or agent)CT-7----"C---S ' •, Date: do /9-ez,i ),- Owner/contractor/agent is aware that a permit Is required .n Building Department.(Check other departments,also.) > If application is approved,approval is subject to a 10-day appea •eriod required by the Act. > This certificate Is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. > All new construction will be subject to Inspection by OKH.OKH-approved plans MUST be available on-site for framing&final Inspections. For Committee use only: Approved Approved with '_Modifications • _Denied Revd Date: i7)141/K Reason for Denial; Amount LId Cash CK , f3L-fro APPROVED Revd by: �� Signed: /.;/�,/ L,/�.` 45Days: FSr3-1S' r� �� JUL 09 [;17 YARMUU fri Date Signed: `7/9 OLD KINGS HIGHWAY 03/2018 - 1 APPLICATION#: 18 A 0 7 1 lay - el 4 - • t ,�,� %aj•"a4. 's:c�vr. •r,.•crio�naw.-esu �1naa �L I. rt.- .i; - • (s• ir/al - - •- it. . 4- -•• %. i' .j -.• - tao aptonr CHRr7•••• •• - 81 • �,, raraniani �i�ia ' i mss,. .a• �?' . . • . •, • • •• l- }'1 M N�.r, • - ' ae1xs7.iwIVCl7'I1%.7Is/It• - 4 1'. l0 .•t•l.not.•••a.a•.� pro Vw++ac ota yo •C/►ftrr-t.c9 -: _- xi• • on,nor ant at 4Y.7Oa'fla•l . 4..a . :-I :. • 11 1dILt ante evone t hM W/r Sb' a/wiCaj • '• • • a NO-Q•.7.1ba07 SI /YtY,7d::arta IVO Iwo/7W •''+. ti �.' .� -• 9IVia7In0 ant 1wa ..cat17aa .awp07I!-S. . ' :. •. • .S.."rnaj to ra.• .4 WIC .• - .t .13a�r,. .'01bS�.�.L2fl07 acre j• '. :'1 J • .. 4 3I•U-!a1 S�'litatQ - .trt e.1 , :777t'YaC 'Cwra,..11r11g1.1.O1 l� •q t ^+.' •. '-SSVIn !4LflCV-iZt.).- :IrOab:-7°7 •' • •. -r • ' )YdTd•. to7d Q-Wt&/.Aae'o . r'r . �a�d 1� 'DO.Q , • ' I) 1 • 7 (� p • . 1 • ' 101.0l .11w : . .1 - •. , . :• ' = • i . • . fiia3fii • —Is:" . . • r � . •$ 1%1 •21",- 115.use IsS.. ND4Ql0. Y ' •,• 0. � • 8102 6 lf • : .- -‘141 -. • :. ' •• • • . • : .-.. 0 .;-; tBd6l;6 j �ll�f : .�- • -t I. � .. . . . . . • i•„ .a r?.! sit!t• 41.71• .La•t 0141Ft - • s i. 4 s. Aero .141••f �l1ir1.1- . , 1I ov - gL • _ is .- l - rsa rreOne Tinier %I is w -aezre,atcnv,er.7rs�e- r. j-w-.cL•rg.,. fro fwrrac one fro -CMv>>.w :1 t� orrtrros ant- at rracn'no..' . i_a . 1 •• t... • 1i sena COnnone N NMCM/�L`6►. tartrigay -i _ _ - e tt no-aa..wso7 Qr, nb!tet c,n.c no. H'MQty -'7. - •.Stirs-a 3 Pp'-r .* Yr n C • _ - t 1'�3t+S. �-br1bSt �•ns'N_�.a*+on Q�Trj• :;;• : j • 'tea ni 1+•�1 W.% !' -- — a-►rras • • •• • - • - /Yd-At-.107d Q�/d/1�3J- dEoi .. r ---anm+-t -oc'eb - - Z• �� • • VI HIf16WNVA HJ.nos • - . .. --N d91o•NMOl. . - a ., . . • 4 9{Q� O C lnr- • - - - = isREScheck Software Version 4.6.3 Compliance Certificate Project Marceline ADDITION Energy Code: 2015 IECC Location: Yarmouth Port, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 87 Stratford Lane Philbrook Engr.&Const. Yarmouth Port,MA 02675 107 Beach Street Dennis,MA 02638 508-385-8682 Andrew@pecsg.com CompT an a "Pasirs 1if 1)4"tM off Compliance: 24.0%Better Than Code Maximum UA: 175 Your UA: 133 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies ��"�01'„1"""Po-�"arJ1'' �i� , ,�i t, e ,z i ° ri'"Y ^ls Ielrr iK i 1e4r eT ,b s . �.+ w S � c u+ r�� fi �`� r � ,ate � i� � " Gross Area�"�t� w " * k, ,i, % ;` r. Assembly ' "+1 >' " , , ,;,for .,,,t v'ai Y r:.4 ont mo U Factorgip ljAv ,,yy`1. " '1,1.1,, x " rp r 7 vp R Value R Value's l 4 4. �.e.�'�r.w.i�"s _,�.,�»„M..w,.ica.,.ac��x.�„i��:�.�.......x:..»b�xr,,�.,._.",�,r.��.J..� erimeter' s,,ss .:s.�utataae�.�€S" a�;.0 Ceiling 1:Flat Ceiling or Scissor Truss 462 39.0 0.0 0.030 14 Ceiling 2:Cathedral Ceiling 492 30.0 0.0 0.034 17 Wall 1:Wood Frame, 16" o.c. 1,210 20.0 0.0 0.059 62 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 144 0.031 4 Door 1:Glass 20 0.070 1 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,074 30.0 0.0 0.033 35 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements In REScheck Versl I with the mandatory requirements listed In the REScheck Inspection Checklist. 9°I�if6�cfi I_°rfgineenng, 107 Beach Street 1----lin H EK zo i s Name-Title Dentda, MA 026x8 Signature Date 508-385-8682 Project Notes: 1-1/2 Story Residential Addition on Full Basement Project Title: Marceline ADDITION Report date: 09/11/18 Data filename: C:\Users\T.V. Philbrook-PE\Documents\Philbrook Engineering Calculation Files\Energy Page 1 of 1 Data\RES Checks\87-Stratford.rck REScheck Software Version 4.6.3 0 gi Compliance Certificate Project Marceline ADDITION Energy Code: 2015 IECC Location: Yarmouth Port, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 87 Stratford Lane Philbrook Engr.&Const. Yarmouth Port,MA 02675 107 Beach Street Dennis,MA 02638 508-385-8682 Andrew@pecsg.com qq IaJ'T"f•9i"pYY.f`:Y�• . Ytfif7:Y17-tjfT:P�,'T�1` - •:1 Compliance: 24.0%Better Then Code Maximum UA: 175 Your UA: 133 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies r r* + wt.. »t. r 'C m ur&i r a P:;/'r 'r"' Gross Area ? ` s ifi4 r i r#r99/43',,,:a9 " ° i a ^'4?, ifi 3?. P j i tly r Y �� oJ^, or a"<Cavity zl'"i4'COOL U-Factor UA ff t til 1, AssemblyI d 1 I; a y e • a . R Value.,R Value „ , J" ,�. �, . . . ,..�.. . ,1"..1;;;:: . #.... . . ..kr'.....'-J1,--:1,./.'.ii: ::.---,. . , .: _ Perimeter , ,. rs . < .� . ter, .,, euuc4 u�"�$:N_n,.aa d ,rv,. ;.m-.yk.-zo Ceiling 1:Flat Ceiling or Scissor Truss 462 39.0 0.0 0.030 14 Ceiling 2: Cathedral Ceiling 492 30.0 0.0 0.034 17 Wall 1:Wood Frame, 16'o.c. 1,210 20.0 0.0 0.059 62 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 144 0.031 4 Door 1:Glass 20 0.070 1 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,074 30.0 0.0 0.033 35 Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements In REScheck Version 4 nd t comply with Pe mandatory requirements listed in the REScheck Inspection Checklist. f§hil$roo9c �`ngYtre t Vr-r toicOr2>te 107 Beach Street Name-Title Dennis, MA 02ti38 Signature Date 508-385-8682 Project Notes: 1-1/2 Story Residential Addition on Full Basement Project Title: Marceline ADDITION Report date: 09/11/18 Data filename: C:\Users\T.V.Philbrook-PE\Documents\Philbrook Engineering Calculation Files\Energy Page 1 of 1 Data\RES Checks\87-Stratford.rck r YARMOUTH WATER DIVISION 99 BUCK ISLAND ROAD - -/-0,2 /0 F 7 WEST YARMOUTH, MA 02673 PH.: 508.771.7921 FAX: 508-771-7998 RECEIVED BUILDING PERMIT APPLICATION OCT 19 2018 DEPARTMENTAL SIGN OFF TRANSMITTAL SHE UILDING DEPARTMENT BY. Bldg. Site Location 87 Stratford LN Map #: 135 Lot #: 044 Proposed Improvement: Construct new addition and relocate septic system Applicant: Joshua Drohan (Philbrook Engineering and Construction) Address125 Wianno RD, Dennisre1i. #: 508.737.6303 Date Filed: 20181018 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 Acts; I.e. If Lot(s) Border any Type of Wetlands,Streams, Ponds, Rivers,Ocean, Bogs, Bays, Marshland, Etc... Health Department: Determines Compliance to State and Town Regulations, I.e., Requirements for Septage Disposal and other Public Health Activities Fire Department: Determines Compliance to State and Town Requirements for Personal, Safety, Property Protection;, I.e. Smoke Detectors, Sprinkler Systems, Etc... ,- ., \ 12) Ou-b3e.-". ami Sign. re of app icant Date PLEASE NOTE: COMMENTS: A/o-nn= Mfr 77747? weir. ei , . . // /ier Reviewed bytit— afar Division Da e • . _ • • • -` X < m X IA Y m 'p m m m Q XJ 4 L Oho o, z m m °O , \ V ` S - oo a 04 \ "" ' . . R, (\ • LEGEND YARMOUTH j _. -N. Kif r PROPOSED CONTOUR PN 00 ® PROPOSED SPOT GRADE �y�. --98 -- EXISTING CONTOUR G� , QRD / + 96.52 EXISTING SPOT GRADE CABLE RISER STRP'�� EDGE- OF pP�NiENj A-47� ^� ,® EXISTING ST PIT WATER SERVICE P40+ O PHONE RISER • R / e �0 ELEC. BOX -'':'' 00° 06" g5.00' _ -t— \300 / SCALE: 1"=20 $ETUCKET RD. =•X00 N 76�fi _ ,-- _.---t— ; GAS GATE / O.� LOCUS i no woo -- LOT 1 9\ I ATER GATE/ I ,••� \ i 0' m \ �� LAMP 15,4321 S.F. t I I ,® �� 39.5'0 0.351 AC.) ,t \ i I / LOCUS MAP — PAp _ W \\� 19 , I I/ LOCUS INFORMATION TBM 103.5'EL: pR� EWP� �:;:��:% '� act I /�® TITLE REF: DLAN REF: t 32 3735454-A \, 4, Sig' PARCEL ID: MAP 135 PAR. 044 . \ I W 110 I I m LOT COVERAGE: 2275.6 S.F./15,432 S.F. a 14.7% / �i > W FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE c�' ` 21' I NI PROPERTY NOT IN ZONE OF CONTRIBUTION // J _ i ii 10F=1p3' EX�SSIN 11 'w, o C ® ��� p `uN 1 , cc W �� 7J SEPTIC SYSTEM \ \ ��' #a�� ' I h o - REPAIR PLAN 2 \ III •` I C I .P, I -n LOCATED AT: -Cr: -;1 G 0..... --;, I I I fn1 87 STRATFORD LANE 20.9 \ 1�I1 ------------'_.----• �. o EXIT. 1,000G I1 _ �� YARMOUTHPORT, MA MAP 135 ,p \ ,II ...�:;:%. ilo O: S TIC TANK - 1 O Tri PCL. 65 a 11►. ;��,0�� CK P P...��: I 21 to ?I PREPARED FOR N c•� JOHN MARCELINE O �\ \ '--per— ' II / JULY9. 2018 rod: ID`SII% ' ta,ritela Iq �\ 9 09. est fnd 6 � j32. �� I I I I OF \\ (Motch /i'/ sr, 1 poly •Bo ler i 1 I ��.0losf'cy 20.9' VENT �"� / hi1 . .DAR-EN en • y�, 4. t , w ®� / // I `I 40Hl�H�02 JOHN c. . , i p e] UZ \, di — cis ' hulii i4 SINITAa��� DEMAREST,JR w 5 �� No.36859„ on ,p6" W 12 •p0 — 5 ` ;Pap �P S 16. 6 a E ( � Permit valid for REPAIR OE F:PIIL SYSTEM y �. ��, S •�E���.� ONLY,- due to Stole and Intal .spin variances. ISI MEYER & SONS, INC. I� W 1 1ST CO FORM TO ALL Board of Ilcdlh review and appros I is required fur t° t° ts4 0 BYL S REGULATIO any future additions/renis,Atkin la Iteration% to III I 0 sewage facilities and/or slrucptres/Jn •fling. P.O. BOX 98 I 16 I/ )1 135 Yarmouth I,lealth Ucpartmcnt 0 EAST SANDWICH, MA. 02537 ARIA TH TER DEPT DA € CL. 35 APPROVED ibels9 PH: (508)360-3311 • FAX: (774)413-9468 64 m � G� /�/0 7C meyerandsonstitle5@gmail.com MAP ae Date PCL. SHEET 1 OF 2 J#1894 LEGEND YARMOUTH ® r PROPOSED CONTOUR V--p,NE oo ® PROPOSED SPOT GRADE Oa--98 -- EXISTING CONTOUR C� TF ORS NT / + 96.52 EXISTING SPOT GRADE CABLE RISER SSR P\1- - EDGE Of PP�EME • A=47, / ,�\ / ® TEST—W— ING PIT WATER SERVICE �m P�o� • PHONE RISER • ,Q � ELEC. BOX :�:�� �� E g5•p0� _ _ , �`O SCALE: 1"=20' .4 SETUCKE7 RD. �����00 N /6.1606 __, AS GATE :/ •%./ 11 le��• -' LOT 1 9�1 I ATER GATE/ LOCUS m \ oP ��� LAMP 15,4321 S.F. \t ; I �� ..39.5'0 (0.351 AC.) II I / -57 LOCUS MAP 1. pAVEp W \\\ 9 • I / A LOCUS INFORMATION EL:T103.5' OgNVIN� :�.,%%:#� i. % I I ice® CA PLAN REF 013329454-A '�� iii�' ` Q I 1 7) PARCEL ID: MAP 135 PAR. 044 ��! \ W 1 D I LOT COVERAGE: 2275.6 S.F./15,432 S.F. or 14.7% ' 21' I 03 FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE �� D.3 5I LO �I C PROPERTY NOT IN ZONE OF CONTRIBUTION // . ; �ji� �0F_1 EPS-11\3)4:GA rn W X• 0� 7J SEPTIC SYSTEM MY \ \ �;! °# a I 01 o -C REPAIR PLAN Z \ a..IL. I x I �_ / LOCATED AT: .1 �; 0 1 c�1 87 STRATFORD LANE w 20 g• \ iii % Ex� r. 1,0000 I I � YARMOUTHPORT, MA MAP 135 ,p \ t�1 ;��:r::.Ni ko likS TIC TANK - 1 (�PCL. 65 �1�. , i,i��i� CK P� • 1. 21 to I 0 PREPARED FOR � � j I i OJOHN MARCELINE N �� 0 lO alb \ �— 0 i I //En JULY 9, 2018 ret kick o \\\\ 99 • e(1st°'nd •6i�� I 32.00' I I I OF \ (m ..- 20•91 VENT aomt Poly B° I i I fillpy �NK1sIg' /20' —� w i� i° / I 1 I Icn , HOF tot : i �� �/ I- . 1 VI 1 0 It11JOHN i— o oio E . I tat' ' Z V,' ®\— \N wt 6p6 12500' 41NIIMO in �C/ DEMAREST.JR r" fT] n w �No.36859P 6.1 r °�� � S 7 p r� Permit valid for REPAIR ( F:1'TIC Sl 5fka11 r I�^ •VE't'�� ONLY; due.1t) Slate and laical .eptit variances. MEYER & SONS, INC. .. Board of Ilealth review and ammo% d is required for 41111 Op 10 Its t$� any future additions/renutalian./alterations to III I BOX 981 sewage facilities and/or structures/d elling. P.O.f BOX JU MAP 135 Yarmouth health Ueparunent 0 EAST SANDWICH, MA. 02537 PCL. 35 APPROVED, �y/fa PH: (508)360-3311 • FAX: (774)413-9468 eat •/�/e 7C meyerandsonstitle5@gmail.com MAP 135 ame Date PCL. 64 SHEET 1 OF 2 J#1894 NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GENERAL NOTES_ TOF SEPTIC TANK GRADE SHALL NOT BE < EL 94.55 FOR A DISTANCE INSTALL RISERS & COVERS OVER INLET & 15' AROUND THE PERIMETER OF THE S.A.S. EL.=103.50± PROPO$FD D-BOX PROPOSED S a.S. 1• AU. CHANGES TO THIS PLAN MUST BE APPROVED BY THE Loco OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & COVER BOARD OF HEALTH AND THE DESIGN ENGINEER. INSTALL LOCKING COVERS IF AT FINISH GRADESET TO 6' OF GRADE INSTALL A RISER OVER ONE CHAMBER (MIIN) z ALL WORK AND IMTERIALS SHALL CONFORM TO THE REQUIREMENTS F.G. EL=102 501 /-F G. EL=101.801 AND SET TO 3' OF F.G. of THE SPATE ENVIRONMENTAL CODE TITLE V, AND ANY APPLICABLE F G EL 98.401 `ENT LOCAL RULES MID REGULATIONS, EXCEPT AS LISTED BELOW: \\. F.G. EL 100.0-96.0(MAX.) - 310 CMR 15.405 (1) (B): •oy6 ;••,; . .. I) A 2.45 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE '��■ UP TO 5.45 FT (MAX) now GRADE VS REO'D 3 FT. (H20/VENT PROVIDED) 9' MIN COVER/ pp +\•F",\ ) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR O S1X (MIN.) i L 3EL 1 R 8 [ L - 25X - O S�L se 1X (MIIN.) . 'I TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 4'SCH40 PVC T ii t 4'SCH40 PJC 4'SCH40 PJC 2" OF 3/8 DOUBLE WASHED' 3/4' - 1-1/2" DESIGN ENGINEER 1• �� ■ STONE OR FILTER FABRIC 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING '��to' 14 'I' � / \ .s CI DOUBLE WASHED STONE FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN INV=99.25 1 ENGINEER BEFORE CONsrrtucTION CONTINUES. 48'LIQUID -.-: _ 'L'- 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. W� TPN.=99.0 99aa• O raa0E-=fx:iiisi fitti'{t�� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PROPOSED I .S :{: r ;(�SE88E 68SEE'Ea viii: .;:0PI:ii CJS BAFFLE : D-BOX • � B966E36BBB89 �'�i;i :t ii;iiii THE CONTRACTOR OR OWNER T'O NOTIFY THE LOCAL BOARD OF '^'"` INV.=96.0 INV.=95.60 '•j.,, '.: ::{.,•Z•Vt\ Ella 6696a 8699 rdir:ri!{'tiiv�,•j'll HEALTH FOR PROPER INSPECTIONS WRING CONSTRUCTION. �G � � OB-5 +: :::+ •. ' ` 7. DWELLING IS SERVICED BY TOWN WATER. en EXISTING 1.000 GALLON SEPTIC TANK (H2O' ••3.2 , •• •••I 3 X 8.5' •••••3.25' ••• 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED _- TOA CONDITION AGR® UPON BETWEEN OWNER AND CONTRACTOR. EXIST. SEWER OUTLET EFFECTIVE LENGTH = 32.0' 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. INV. ELEV.= 93.55 10. EXISTING LEACHING TO BE PUMPED. CRUSHED AND REMOVED PER TITLE 5. NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING BREAKOUT II. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY PIPE INVERTS PRIOR TO CONSTRUCTION EL 94.55 AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY 2) D-BOX SHALL BE SET LEVEL AND TRUE TO TOP CONC. ELEV.= 94.55 ,QlN.IF:�1111N■1g 13. NO KNOWN ABUTTING PRIVATE WELLS WITHIN 160 FT. OF PROPOSED LEACHING GRADE ON A MECHANICALLY COMPACTED SIX INV, ELEV.= 93.55 1>ei a:'c;?It "s :• - aa.::,::::iiii:EEiii*: 14. ALL PIPING TO BE 4r SCH 40 0 1/87FT (UNLESS SPEC. ) INCH CRUSHED STONE BASE. AS SPECIFIED IN i+.g;;;, >:::a:r:: � aaa1:::3::::: :::::..: D lama ga 0 0 0:;::::.: :•:o-:::: :: 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW 310 CMR 15.221(2) 'Ei : : aaaaaa : a :::•iii:high••:•:•s 3) REPLACE EXISTING 1.000 GALLON SEPTIC TANK BOTTOM EL= 91.55 - .•.."' "^ �•:' -a •' • '::':`:r:•::':•:•' FOR THE USE OF A GARBAGE GRINDER. WITH 1500 GALLON SEPTIC TANK IF FAILED. 4'•• 5 FT. 4' 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING DAMAGED, NOT H2O LOADING. OR UNDERSIZED. 17. PLACE 40 ml POLY UNER AS SHOWN FROM EL. 94.55 TO 4) INSTALL INLET & OUTLET TEES W/ SEPARATION 6.25 FT. EFFECTIVE WIDTH = 13' EL 90.55 TO PREVENT BREAKOUT. GAS BAFFLE AS REQUIRED SOIL ABSORPTION SYSTEM ( ECS TION1 5) PLACE SANITARY TEE IN D-BOX SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL 85.30 (500 GALLON H-20 LEACH CHAMBER) N.T.S. DESIGN CRITERIA SOIL LOGS NUMBER OF BEDROOMS: 4 BEDROOM DESIGN (INCREASE FLOW FROM 3BR TO 4BR) (0.74 GPD/SF) DATE: MAY 18, 2018 SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN MEYER, CSE 1614 DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: AMY VONHONE, YARMOUTH HEALTH � � (1s, % OF j DAILY FLOW: 110 G.P.D. X 4 BR DESIGN FLOW: 440 G.P.D. y GARBAGE GRINDER: NO (not designed for garbage grinder) c.v. TP-1 Depth o DARREN (�M SEPTIC TANK: 440 gpd x 200% = 880 gpd RE-USE EXIST. 1,000G SEPTIC TANK 96.30 FILL0" \ - N• . 140 �, LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F. 94.80 A ta' 7te USE THREE (3) 500 GALLON H-20 PRECAST LEACH CHAMBERS 94.30 s 10YR SAND 24" SIC TAa0 tD\ \f/ W/ 3.25' STONE ON ENDS AND 4' ON SIDES: 32' L x 13' W x 2' D LOAMY SAND 10YR 5/6 BOTTOM AREA: 32 x 13 = 416 SF 93.55 C 33' SIDE AREA: (32 + 13) X '2 X 2 = 180 SF SAND TOTAL SQUARE FEET PROVIDED = 596 vs. 594.59 REQ'D ` 7/2 PROPOSED SEPTIC SYSTEM UPGRADE PLAN DESIGN FLOW PROVIDED: 0.74(596 S.F.) = 441 G.P.D. vs. 440 G.P.D. req'd 85.30 132" 87 STRATFORD LANE, YARMOUTHPORT, MA PERC PATE <2 MIN/IN. ("Cl" HORIZON) NO GROUNDWATER OBSERVED Prepared for: Marceline System Design and Topography Plan by: SCALE DRAWN DATE • L Damn M. Meyer, RS.. CSE, hereby certify that I ac„ y approved by MADEP pursuant to 310 CUR 15.017 Pf BO X98! NS,INC. N.T.S. DMM 07/09/18 to conduct soil evaluations and that the above analysis has been performed by me consistent with the EAST SANDWICH,MA 02537 REV DA CHECKED SHEET NO. req.4rements of 310 CAR 15.017. I further certify that I have passed the Soil Eva Exam In October. 1999. .�� '6I',S 1 t'e DMM 2 of 2 LEGEND YARMOUTH • 1 ® r PROPOSED CONTOUR i\° ® PROPOSED SPOT GRADE ,‘‘,409a L / --98 -- EXISTING CONTOUR &Ct.- , j OR° / + 96.52 EXISTING SPOT GRADE _ CABLE RISER STR ASF °F PPv�M�N� A=4/ —W— EXISTING WATER SERVICE o�,�0 0 •' PHONE RISER EDGE 7 ��^• � �. ] S TEST PIT 1% z0 41. ELEC. BOX -0101-411 5.00' �3p SCALE: 1"=2O' �5 i:=::=:i�� ,p6" E 9 _ --_f- / p / SENCKET RD. ■aie .. N 16.16 ;`v GAS GATE / O./ LOCUS 4��� LOT 1 9\ I ATER GATE/ 1 P ® \ -, LAMP 15,432± S.F. \t ; 1Al] ids 6 /' 39.5' 37 0 0.35± AC.) ;I \ i I / LOCUS MAP I I / vED W \ 9. , ( LOCUS INFORMATION TBM = TOF P vEWP`! ailiii.. �` 1 I Q 1 I i® PLAN REF: LCP 35454—A EL: 103.5' DR ,01.‘•.......� %�-��� I 1 / `,` TITLE REF: D1332937 _\ � ' � 4 73 PARCEL ID: MAP 135 PM. 044 1 i��i I 1 10' I 1 LOT COVERAGE: 2275.6 S.F./15,432 S.F. - 14.7% ��� FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE �/ F 5' 21' c6 1 NI PROPERTY NOT IN ZONE OF CONTRIBUTION �ii� IOC':"105•51. EX •tIG 11 3 . 0� SEPTIC SYSTEM 102 \ ��t o'#8/ \ 1 1 RP o -c REPAIR PLAN Z \ 1�I I C I �i / LOCATED AT: 'w, \\ III Q I I I rni -o 87 STRATFORD LANE 20.9' \ iall ���. l%:e, o EXI T. 1,000G Il _ � � YARMOUTHPORT, MA MAP 135 1,iti �:�.i ::� o\ SE TIC TANK ..`,-;11 (n Ps \ `;V:0/„�..c PT;O •:�•r� I f?c:3).. 2 0 PREPARED FOR PCL. 65 !�•■ . „i'�� 'K ......... . 2 N 1JOHN MARCELINE LEI N �� I I I , 1 0 I 1 al \ 0�- tr i I / JULY 9, 2018 �tal IO S1`�0o.O �.� PR°Q. ,"- Ina 6 � D./1 I I1I a 32.sit ° far I I ��0 OF �s� \\ �m tch ' vote 400 Pp1y e i I 1 I 4 • `� 20.9 — i —. / w — co / I I _ W co / I 1 11 o. 1140 y ®-' tH OF �—. o '.qt ' 6 uw 4411140 3\5\1( I J z HN MI ,p6" W 125'0° n DEMAREST;JR. N X6.16 Permit valid:for.REPAIR O ' SEPTIC SYSTEM y .o NO 36859v S ONLY due To..State and To al septic variances. i�` AO�p? �t\' Board of Health review and app oval is rryuired fur I MEYER & SONS, INC. ...` N��\i , u_ws!.' •�Oi� ! any future additions/ren"vat ms/alterations to 11 sewage(entities and/or structures !welling. III P.O. BOX 981 10 f0 le Yarmouth Health Dem tuucnt MAP 135 ' 0 EAST SANDWICH, MA. 02537 PCL. 35 APS R!`J�!EUr PH: (508)360-3311 / A ale -/e- g :: FAX: (774)413-9468 0 meyerandsonstitle5®gmail.Com MAP 135 "Cake • Date PCL. 64 SHEET 1 OF 2 J#1894 NOTE MAGNETIC TAPE TO BE PLACED OVER ALL COVERS NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GENERAL NOTES: TOF SEPTIC TANK GRADE SHALL NOT BE < EL 94.55 FOR A DISTANCE -- INSTALL RISERS & COVERS OVER INLET & 15' AROUND THE PERIMETER OF THE SAS. PROPOSED D-BOX 1• AU. CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL. EL=103.50± OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED SAS BOARD OF HEALTH AND THE DESIGN ENGINEER. INSTALL RISER & COVER INSTALL LOCKING COVERS IF AT FINISH GRADESET TO 6" OF GRADE INSTALL A RISER OVER ONE CHAMBER (MEIN) 2. ALL WORK AND AUW TERS SHALL CONFORM TO THE REQUIREMENTS F.G. EL=102.50± /- ND SET TO 3" OF F.G. OF THE STATE ENVIRONMENTAL CODE TRIS V, AND ANY APPt1CABLE i/ F.G. EL=101.80± F.G.FGEL: 98.40± VENT LOCAL RULES AND REGULATIONS, EXCEPT AS LISTED BELOW: .�as cc:ososc F.G. EL: 100.0-96.0(MAX.) - 310 CMR 15.405 (1) (e): 1) A 2.45 R. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE �"+, 9 MIN COVER/ �"�•� si's -�'ri, '.•tc;.•;c; UP TO 5.45 R (MAX) BELOW GRADE W REQ'D 3 FT. (H20/VENT PROVIDED) 38 MAX COVER np + L 25 Lis 25'(MAX) - 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR O 511G (MIN.) L FJ- 100.3 8 C O 512% O S�tx (MIN.) 7 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 4•SCH40 PVC 1 irnwrr,enm 4•SCH40 PVC 4'SCH40 : 2" OF 3/8" DOUBLE WASHED " DESIGN ENGINEER 1 3/4" - 1-1/2" 1 ' .. .....111 ■ STONE OR FILTER FABRIC 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING •we 14 1 ° \ ,s DOUBLE WASHED STONE FROM THOSE SHOWN HEREON C ONAC TI REPORTED TO THE DESIGN INV.=99.25 I .- �•�,-� ENGINEER BEFORE CONSTRUCTION CONTINUES. 4e UMW L£YE7. INV.=99.0 BBBa 0 ®BBB =-+;'- ..;•��• S. ALL ELEVATIONS BASED ON ASSUMED DATUM. PROPOS /t.ma lama BBBBB r';::;i {�gti;: 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF GAS= Y►' E39BE3E3BE38E3 BEI mi ::.. ':tie; THE CONTACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF a} D-BOX INV.=95.80 1 '7, BBBBBBBBBBB ra'j�fJ''•""`7T "m"1 iiia ran. _"'� INV.=96.0 �1-;:ins,.J�I.•: HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. �• nk �. i nA-`r1 ,'t•,•••'�•.�'�t�i':S•' J. • 7. DWEWNG IS SERVICED BY TOWN WATER. MIS FXISTING 1 000 BALI ON SEPTIC TANK (H20) 3.2 3 X 8.5' ,3.25' 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED a{ TO A CONDTON AGREED UPON BETWEEN OWNER AND CONTRACTOR. EXIST. SEWER OUTLET EFFECTIVE LENGTH = 32.0' I 9. R SHALL BE THE RESPONSIBILITY OF THE CONTACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. INV. ELEV.= 93.55 10. COSTING LEACHING TO BE PUMPED. CRUSHED AND REMOVED PER TnLE 5. NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING BREAKOUT 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY PIPE INVERTS PRIOR TO CONSTRUCTION EL. 94.55 AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY 2) D-BOX SHALL BE SET LEVEL AND TRUE TO TOP CONC. ELEV.= 94.55 13. NO KNOWN ABUTTING PRNATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING GRADE ON A MECHANICALLY COMPACTED SIX id � iyii rte_ -rte INV. ELLE/.= 9355 , •:•.:.:i:i?i: as�;iEiiEi'•EiiiEiEiiii;i 14. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPEC. ) INCH CRUSHED STONE BASE, AS SPECIFIED IN U' 111± - - - -sell.4:c;gira :: :: 310 CMR 15221(2) : :•:.7 ase aaaa aliiii:p:11.1i1 1iiiii 15. FOR DESIGN OFF A GARBAGESYSTEDOESGRIN NOT ALLOW 3) REPLACE EXISTING 1.000 GALLON SEPTIC TANK BOTTOM EL= 91.55 "'` aaaaaaa ::;:•::::::•::•:•>• ^• iFOR THE USE OF A GRINDER. ••.•4' 5 FT. 4' 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING WITH 1500 GALLON SEPTIC TANK IF FAILED, 17. PLACE 40 ml POLY LINER AS SHOWN FROM EL. 94.55 TO 4) INSTALL INLET & OUTLET TEES WI DAMAGED, NOT H2O LOADING, OR UNDERSIZED. SEPARATION 6.25 FT. EFFECTIVE WIDTH = 13' EL 90.55 TO PREVENT BREAKOUT. GAS BAFFLE AS REQUIRED SOIL ABSORPTION SYSTEM (SECTION) 5) PLACE SANITARY TEE IN D-BOX SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL: 85.30 (500 GALLON 11-20 LEACH CHAMBER) N.T.S. DESIGN CRITERIA SOIL LOGS NUMBER OF BEDROOMS: 4 BEDROOM DESIGN (INCREASE FLOW FROM 3BR TO 4BR) DATE: MAY 18, 2018 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) SOIL EVALUATOR: DARREN MEYER, CSE 1614 DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: AMY VONHONE, YARMOUTH HEALTH �..$N 9F Kiss' DAILY FLOW: 110 G.P.D. X 4 BR DESIGN FLOW: 440 G.P.D. 3` ey o D -REN M. ;'n GARBAGE GRINDER: NO (not designed for garbage grinder) • TP-1 Depthg 2 - ' SEPTIC TANK: 440 gpd x 200% = 880 gpd RE-USE EXIST. 1,000G SEPTIC TANK 96.30 FILL 0" • N" Tai LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F. 94'80 A 18" r LOA Y SAND �/ .1.USE THREE (3) 500 GALLON H-20 PRECAST LEACH CHAMBERS 94.30 tYR 3/2 24" i�NITAR��� W/ 3.25' STONE ON ENDS AND 4' ON SIDES: 32' L x 13' W x 2' D B LOAMY SAND 0611 10Th 5/8 4 BOTTOM AREA: 32 x 13 = 416 SF 93.55 C 33' SIDE AREA: (32 + 13) X2X2 = 180 SF LOAMY SAND TOTAL SQUARE FEET PROVIDED = 596 vs. 594.59 REQ'D 2.5Y 7/2 PROPOSED SEPTIC SYSTEM UPGRADE PLAN DESIGN FLOW PROVIDED: 0.74(596 S.F.) = 441 G.P.D. vs. 440 G.P.D. req'd 85.30 132" 87 STRATFORD LANE, YARMOUTHPORT, MA PERC RATE <2 MIN/IN. ("C1• HORIZON) NO GROUNDWATER OBSERVED Prepared for: Marceline System Design and Topography Plan by: SCALE DRAWN DATE • LmM.Dan Meyer, RS., CSE, hereby certify that I an currentlyapproved by MADEP pursuant to 310 CMR 15.017 PO savta SONS,INC. N.T.S. DMM 07/09/18 PoBOXesf to conduct soil evaluations and that the above analysis has been performed by me consistent with the EAST SANDWICH,M4 02537 REV DATE CHECKED SHEET NO. requirements of 310 CUR 15.017. I further certify that I have passed the Soil EvaL Exam In October. 1999. IOW tit DMM 2 of 2 . TOWN OF YARMOUTH \ . _ REVIEWED FOR BUILDING AND ZONING CODE COMPLI- _ _ // \ it— I J—yl I) II _ 4}IffI, • i I i �4.� • I i I t T - Goo Vilou -- __ ._ . - - - L r 5Ir)E- vccrau _ _ t I- I_ L- 1... kJ ._ I !Is 1 I Ill '�I• _. .. ,_T.,I SI j. (�i_H . 1I , 1" 4 " I i T;1 l lei i=i[ _ ���1r • Idl —.[I \ E n•I _ I�WII T.I I . . �1-_,I 1 VII" -r - u $: E I j -_�.- I , ` I -til i/ i ,. .4 . izititt__ZUR-0 -M Catlie_1. l ,. 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Vv.crr-eL xe. rp..l ..GG 1 ur -;' I o m ^ r sett IA o 1 if r TII _ \.y lY+�onRFuudit,e inA- 0,"...-a ice, 04- - ``ms`s- __._..__ ��•y'^��'p -_ Ii,:��{��� n.- ?'< I rt eStn+ tw ri.Met — _D.•e.s uoul•F•i. _ /mem*Ie\o� _.- 111 t-' u. 17 MO gltibag _ _N 0.�f„le_`T_ _ _� - 1 _ hit^ unv - - _.. �x 19 t[/ee>if•.Jab) -14 pbneu-GuuFFa.- wet\.^ /2'01'ef, by - •:l Ni.wra seamo squaT'• „t_4 /J _ . ^i-a -Oil ctuFiw r .9it �..uv. 9 t g ° I P f„s r Il•. .'t — 10,.x .-?ala"r"oo .....,.s'T>asE�--exp(•'-se- - ------ -Pizopor,co._ _Araorciou_ v. • 0 4 • 'r'itaa.§Mees JOU 11/242tELIUE € i in- si,......jx.Q_n i.a.,d-- - DONALD I.MEYER --r fGRn A OU!11�}�j(O t 1 pL A 11 . :,%;• Professional Bean:Designer I -,-zat. a'_ -o• eae..m A ,.ren;, -pEtir ei 4.-. „Sill i. 1/ /Z . a. . • M L ..• .. .:.. hltxa a s.5 ' Lt z , - ++ j I �_ . . I,. t. t i • 3 I. t _— t; • iii /■� ,�• /1 2 '. a •C t y ....le,, e. • i rte. Gam.y�I�'K, J'a 4y".fti i"X .x. 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I } • .‘Ct.-,y1 ' „6 -,61 - < . — • I•ofla GADS yN=A-S - AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 87 STRAT; ADDITION(Marceline); 87 Stratford Lane,Yarmouth Port,MA El Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust) 110 mph 1 Wind Exposure Category B l 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_2_stories 5 2 stories 1_ Roof Pitch (Fig 2) 4&10_ 5 12:12 �_ Mean Roof Height (Fig 2) _ave.=23_ft 533' 1_ Building Width,W (Fig 3) _32 ,r_ ft 5 80' Building Length,L (Fig 3) _37__ft 5 80' { Building Aspect Ratio(L/VV) (Fig 4) 1.16_5 3:1 l Nominal Height of Tallest Opening2 (Fig 4) _6'8°_5 6'8" 4' 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) 1 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete I_ Concrete Masonry _ n/a_ 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general (Table 4)...standardize—48" 49_in. CN#1 Bolt Spacing from endfjoint of plate (Fig 5) 8_in.5 6"—12" ! Bolt Embedment—concrete (Fig 5) _7_in.a 7" l Bolt Embedment—masonry (Fig 5) in.a 15" n/a Plate Washer (Fig 5) for single plates a 3"x 3°x' " _1_ 3.1 FLOORS Floor framing member spans checked (per Trus-Joist Forte 5.4 attached) 1 Maximum Floor Opening Dimension (Fig 6) 12_ft 512' 1 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)...or Brace Box Frame....... 1 Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) _ft 5 d _n/a_ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) ft s d _n/a_ Floor Bracing at Endwalls (Fig 9).....Continuous Ceiling Diaphragms Floor Sheathing Type (per 780 CMR Chapter 55) l Floor Sheathing Thickness (per 780 CMR Chapter 55) _3/4_in. 1 Floor Sheathing Fastening (Table 2)10d Bx nails at_6_in edge/_12—in field 1 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) _T8" ft 510' 1 Non-Loadbearing walls (Fig 10 and Table 5) 7'8° ft 5 20' I_ Wall Stud Spacing (Fig 10 and Table 5) _16_in.s 24"o.c. , _1 . Wall Story Offsets (Figs 7&8) _ft 5 d _n/a_ 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls (Table 5) 2x_6"_-_7_ft_4_in. 1_ Non-Loadbearing walls (Table 5) 2x 4"_-_7_ft_6_in. J Gable End Wall Bracing Full Height Endwall Studs (Fig 10) 1_ WSP Attic Floor Length (Fig 11) ft xW/3 n/a Gypsum Ceiling Length(if WSP not used) (Fig 11) 100% _ft a 0.9W 1_ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11) n/a_ or 1 x 3 ceiling tuning strips @ 16"spacing min.OK for Hip Roof J Double Top Plate Splice Length (Fig 13 and Table 6) _6_ft 1_ Splice Connection(no.of 16d common nails) (Table 6) _12_ _n/a_ AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.9' 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_ 4 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) 6 ft_6_in.5 11' J_ Sill Plate Spans (Table 9) _ft_in.s 11' _n/a Full Height Studs (no.of studs) (Table 9) _3_ l_ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) _7_ft 0_in.5 12' l_ Sill Plate Spans (Table 9) 4_ft_in.5 12" I_ Full Height Studs(no.of studs) (Table 9) _3_ _n/a_ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening2 6'8"5 618' f Sheathing Type (note 11) _7/16' l Edge Nail Spacing (Table 10 or note 11 if less) _4 in. J Field Nail Spacing (Table 10) _12_in. f Shear Connection(no.of 16d common nails)(Table 10) 3/ft J Percent Full-Height Sheathing (Table 10)....1"Fir req.=65%<avail_69%_ CN#2 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts) _n/a_ Maximum Building Dimension,L Nominal Height of Tallest Opening2 6'8'5 6'8" 4. Sheathing Type (note 11) 7/16" l Edge Nail Spacing (Table 11 or note 11 if less) 4 in. 1 Field Nail Spacing (Table 11) 12_in. J Shear Connection(no.of 16d common nails)(Table 11) 3/ft_ 1 Percent Full-Height Sheathing (Table 11))....1"Ar req.=61%<avail_77_% CN#2 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts) _n/a_ Wall Cladding Rated for Wind Speed?....WC Shingles d'_ 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) 1 Roof Overhang (Figure 19) _1_ft s smaller of 2'or L/3 J Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U=_252 plf CN#3 Lateral (Table 12) L=_132 plf CN#3 Shear (Table 12) S= 58 plf CN#3 Ridge Strap Connections,if collar ties not used per page 21... (Table 13) Tave=_323 plf CN#4 Gable Rake Outlooker (Figure 20) _1_ft s smaller of 2'or L/2 4 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U=_lb. _n/a_ Lateral(no.of 16d common nails)...(Table 14) L=_Ib. _n/a_ Roof Sheathing Type (per 780 CMR Chapters 58 and 59) ,r_ Roof Sheathing Thickness 7/16'a 7/16"WSP I_ Roof Sheathing Fastening (Table 2) 8d Bx_ C. Notes: 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. 4. Const Note#1—maximum 49'o/c where bolts resist all loads(Shear,Lateral&Uplift)—reduced to 48'o/c 5. Const. Note#2—1"Floor Shearwalls per Tbls. 10&11 (all for Roof,Ceiling&1 Floor) 6. Const.Note#3—Provide 4 ea 16d Box Nails and Simpson H2.5 each rafter seat/top plate bearing connection 7. Const. Note#4— Use 7x 6"rafter ties snug tight to underside of ridge board or Simpson LSTA18 Strap Tie AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 8. 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 • vmsn MBEDGE Frain ON _Fir PCMdirams AT res • __::7M ",�-- u n u It v. It ti N it 11 t II II 11 11 N li 11 I 1 II 1 11 I. 11 1.. 1 r I C ii { a t ii lip ul IB n (1 �' 1 ti g 1 a. 63 :1qt ll ii d ii u ii ii 6 u u 1 ll V {1 11t 1, 11 6 1 lit'. w1 ~ u 1 l i 11 r 11 E talLSPAEDGE 5\ See Detail on Next Page Vertical and Horizontal Nailing for Pan&Attachment • AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' • • up 4.11 FRAMING MEMBERS jI kW • S aw. -- - . ; STAOGEREO yr- NAIL � IF�!r:l NAIL PATTERN PANEL PANEL EDGE it DOUBLE NAL EDGE SPACNO OEfAL • Detail Vertical and Horizontal Nailing for Panel Attachment • ®F 0 R T Ea MEMBER REPORT Leve(,Ma:Joist-1st Floor • PASSED 1 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No.2(0 16" OC Overall Length:16 0 0 • • • I• 1600 0 Mil locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 580 @ 0 012 1116(1.75") Passed(52%) -- 1.0 D+1.0 L(Ail Spans) Member Type:Joist Shear(ibs) 500 @ 110 1519 Passed(33%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 2256 @ 710 14 2653 Passed(85%) 1.00 1.0 D+1.0 L(Ali Spans) Building Code:IBC 2015 Live Load Dell.(in) 0.292 @ 7 10 14 0.392 Passed(1/645) — 1.0 D+1.0 L(All Spans) Design Metlgdobgy:ASD Total Load Dell.(in) 0.401 @ 7 1014 0.784 Passed(1/469) — 1.0 D+1.0 L(All Spans) Ti-Pro'"Rating WA WA — — — •Deflation criteria:IL(1/480)and TL(1/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 4 6 0 o/c unless detailed otherwise. •Bottom Edge Bracing(to):Bottom compression edge mist be brad at 15 11 0 o/c unless detailed odemise. •A 15%Increase In the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was coMdad In analysts. Bearing Length Loads to Supports abs) SUPPorts Total Available Required Dead F ve Total Accessories 1-Beam-LVL 1.75• 1.75" 1.50• 158 422 580 Bloddng 2-Mate on concrete-SVP 4.00" 230" 1.50" 162 432 594 1 1/2"Rim Board •Rim Board Is assumed to cam/all loads applied directly above it,bypassing the member being designed. . •Bloddng Ponds are assumed In carry no loads applied directly above them and the full bad K applied to the member being designed. Dead Floor Live Loads Location(Side) sparing (0.90) (1.00) Comment 1•UnilaArreasm(PSF) 000 to 16' 15.0 40.0 Aeasential-lMng Member Notes 1st Floor 3olsts Weyerhaeuser Notes 141 SUSTAINABLE FCRESIR/INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended to drcumtent the need for a design professional as determined by the authority having jdsdicaon.The designer of record,bulkier or framer I5 responsible to assure that this calculation h compatible with the overall project Accessories(Rim Board,Bloddng Ponds and Squash Sloth)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.corn/woodooducts/deumaelibralY. The product application,Input design loads,dimensions and support information have been provided by Donald I.Meyer-Designer Forte Software Operator Job Notes 8/29/2018 8:49:42 AM T.Vamum Philbrook MARCELINE Addition Forte v5.4,Design Engine:V7.1.1.3 PHILBROOK ENGINEERING 87 Stratford Lane,V-Pon,MA Marceline.4fe (508)385-8682 Tvamphil@Venzon.net PECSG Page 1 of 1 • I 1F 0 R T E ® MEMBER REPORT Level,Floor.Joist PASSED 1 piece(s)9 1/2"TMI® 230 ® 16" OC Overall Length:32 0 0 • 4 4 0 0 is 1800 1400 Ki NI locations are measured from the outside face of left support(or left cantilever end).NI dimensions are horizontal. Design Results Actual 4 Location Allowed Result LDF Load:Combination(Fathom) System:Floor Member Reaction(lbs) 1463 @ 18 0 0 2410(3.50") Passed(61%) 1.00 1.0 D+1.0 L(Ni Spans) Member Type:Joist Shear(Its) 740 @ 1710 4 1463 Passed(51%) 1.00 1.0 D+1.0 L(NI Spans) Building Use:Residential Moment(Ft-lbs) -2384 @ 18 0 0 3330 Passed(72%) 1.00 1.0 D+1.0 L(NI Spans) Building Code:IDC 2015 Live Load(left.(In) • 0.359 @ 8 611 0.444 Passed(L/593) — 1.0 D+1.0 L(tut Spans) resign Methodology:Aso Total Load Defl.(In) 0.467 to 8 5 7 0.887 Passed(L/457) — 1.0 D+1.0 L(tut Spans) TJ-Pro'"Rating 42 40 Passed — — •Deflection criteria:U.(1/480)and TL(1/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 5 2 0 o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4 9 0 0/c unless detailed otherwise. •A structural analysis of the deck has not been performed. • •Deflection analysis Is based on composite action with a single layer of 23/32"Weyerhaeuser Edge" Panel(241 Span Rating)that Is glued and nailed down. •Adomonal considerations for the TJ-p,on,Rating Include:1/2"Gypsum ceiling,1x4 Hat strapping,perpendicular partitions. Bearing Length Loads to Supports(Ms) SUpIOltS Total Available Required Dead F Total Accessories uve 1-Stud wall-SPF 4.00' 2.7S 1.75" 146 4201-25 566/-25 11/4"Rim Board 2•Said wall•SPF 3.50' 3.50• 3.50" 399 1064 1463 Blocking 3•Sad wall-SPF 4.00" 2.75' 1.75' 95 340/-81 435/-81 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above it bypassing the member berg designed. • •Blocking Panels are assumed to carry no loads applied directly above them and the MI load is applied to the member being designed. Dead Floor Uve • Loads Location(Side) Spadng (0.90) (1.00) Corments 1-Uniform(PSF) 000lo3200 16" 15.0 40.0 ResidentialLiving Areas Member Notes 2nd Floor Run Continuous Weyerhaeuser Notes I<)J SUSTAINABLE FORESTRY lNmATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values `F Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to dreumvem the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or Gama Is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Bbddrg Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilites are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by RX ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASIM standards.For current code aeluatbn reports, Weyerhaeuser product literature and installation details ruler to www.weyerhaeuser.carywoodproducWdoaimefHibrary. The product application,Input design loads,dimensions and support information have been provided by Donald L Meyer-Designer • • Forte Software Operator Job Notes 8/29/2018 8:44:23 AM T.Vamum Philbrook MARCELINE Addition Forte v5.4,Design Engine:V7.1.1.3 PHILBROOK ENGINEERING 87 Strafford Lane,V-Port,MA Marceline.4te (508)385-6682 Tvemphil@Verizon.net PECSG Page 1 of 1