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Home My WebLink AboutBLD-19-3156 A CERTIFIED AS BUILT IS REQUIRED _ CI . Z I BEFORE FINAL INSPECTION . `4 W ` > e • C 9 V1 ❑ is 1 w F7 Y J LL a ,. t,' 9 •• `s 74 o 6 5 '1--11,441' o [F ''Z �� a' '\d r.0 Y J W' Fy 4 y•'3Ti !v±':er tljf 1 r *.t N , • L Rr: d 6 �1 ] 4J_-k'r'r . F ♦ -[ , Ste❑ C • V1El W 7 �.t SC L 1,:::. p Q1 N O 4 " Al Ill 0 ,-i :5'-: .1;104 1 ` ^m II MU: .v . Qff.. tiM1ti �3`"' c A PeS'ct; .asd — Ga. c4 o .ya wU ? • r ,' Ih0 .• vo _ I 'Us ,QGhdav cos ij mdiuS e41,.0 /A U d o W$, eqZ , iC,i u .,em tJM 'a wb0 ,- .w Q•ory 5 :S ,8` a0 2 rAU oh. ,avLeO , • , qt 4 E ❑•N l-1 FC7.. El o � Hg 35 tie, 4 Z �� E , w' �tD �1100Do q fr h., CC D O C� , VJ .0 `O ,r�•iiI E bb gu os d '1 'a 1�1 0 0 en Ute. b - A q �: rg FQ t'r, • r :� 0 fl 0 T cV. al u .7 'A pa s�, o U'. . o :J N p S V FF' o^ • �o O,' U 0 � OS 1 EA IA cv v, 69 023 d tri, w 0 ❑ 4, w ¢ G. o t� 1� w , • ai. > d a o • R' V ar. °� m w a s o a a 1 '0.1 ', RI .. ..ea.: p' ep Y' ,r�°° .e Vl i. .. t B a _ m aa a e 43 \ :.. '. ` N L� 5 as a b 3 . o pu U •o nw • g 0 0 g v o iiA .. .. n v; N1`o y r 2 • d ai ti:.5.: P] W Ps :�: �" o F .-i N ,i w : N Z Z - Z Q W - .: .. (-4 m 4 vi in SO A . . SECTIONS:.CONSTRUCTION SERVICES . . . • 5.1 Construction Supervisor License(CSL) rn 1,30 Gtorgt: 3(),VLOP License Number Exp. tiohDate Name of CS older �3 kJ D r+.Ik, (l..l,jl. VGzt List CSL Type(see below) U No.and Street /1 .Type••. ., .. •, . Description • t fO(A k, V,t Y O 1:t{L H A 0106 T U Unrestricted(Build up 35,000 cu.R) J 1, R Restricted l&2 Familyily Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding (� SF Solid Fuel Burning Appliances (' ot-13.11f-ortii, ()d()vi.((1 (�f.()i�()GIYam,e r..('.(a'+jo I Insulation Telephone V J ESA'address D Demolition 5.2 Registered Home Improvvement Contractor(HIC) I rQ O 11' Il t'1 e orQ f, la,V Iu r , kr,. BIC Registration Number EzplraaJn"ate HIC Comp*lyam r HIC Regi ant Name c or€,R, fI.(Vt ct rr.� - , /1 cdAvicP crave cin vit(l hr,CO(k, {NJR d Street arMA (1+,1a ' A Or71Qtp4 �lOg-agq-OKt3,2, 'U EmaUaddress ity/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 X 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 G(Artie, Q,V C-f 1I{4 r✓'. to act on my behalf,in all matters relative to work authorized by thuilding permit application. J{,r. kt , koek,l,r.V m//re jf Print Owner's Name(Electronic Signature) Dat • • • • . . SECTION 7b:OWNER'.OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. • Print Owner's or Authorized Agent's Name(Electronic Signature) Dat • . 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 HEC Program can be found at www.mass.zov/oca Information on the Construction Supervisor License can be found at www.mass.aov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" ,per �\ The Commonwealth of Massachusetts _ Department of IndustrialAccidenstst —"lei=e ii?jA= ? 1 Congress Street,Suite 100 ; _itc-a Boston,MA 02114-2017 ,, www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH TIIE PERMITTING AUTHORITY. Applicant Information /� Please Print Legibly Name (Business/Organization/lndividual): l' a 0 ra t G)(.1/ I l'i II RA, Address: t3c3 NOV+L Ff it. ULrC&t City/State/Zip:,f.Yar�,.O(L+.� ,, fj\ 02. aaq Phone#: 56P-tlgII- 0A32, Are you an employer?Check the appropriate box: Type of project(required): 1 I am a employer with IU employees(full and/or part-time).* 7, R New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9.,,2temolition 3.0I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10❑Building addition 4.01 am a homeowner and will be hiring contractors to conduct all work on my property. I will 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 5.171 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6.0 We are a corporation and its officers have exercised their right of exemption per MGL o. 14.Q Other 152,§1(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. tContractors 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. A Insurance Company Name: (ice A tis OCtQ,t, �,(�,�yatpto,�Aptrtri(u1 ttt.tr��. r�U. �_ee, Policy#or Self-ins.Lic.#: W CCh.7 o o�ru 6 14 J q Or,C. 111 t Expiration Date: n 3 J iia y h , Job Site Address: 130 t f n(LEL v o r c, Tr w c, City/State/Zip: tJ, y0„r w,.o uAk4V 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 maybe forwarded to the Office of Investigations of the DIA for insurance • coverage verification. I do hereby certify under th ins and penalties of perjury that the information provided above is truecorrect and Signature: D. Date: Ill//C0I/ e Phone#: 60 f' 3qµ- 0031 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: • 0vtiR,ir TOWN OF YARMOUTH • o}' o BUILDING DEPARTMENT , y 1146 Route 28,South Yarmouth,MA 02664 Te A. 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 then debris resulting from the proposed work/demolition to be conducted at MOVOLAILJ'i1.0lie. 3 vt" yr, Sy Work Address Is to be disposed of at the following location: J 4 J &xcn Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. fi (01611/ Signature of Application Date Permit No. October 17,2018 Town of Yarmouth Building Department 1146 Route 28 South Yarmouth,MA 02664 Re:permit authorization for. 130 South Shore Drive South Yarmouth,MA 02664 I,Stephen Koehler,hereby authorize George Davis,Inc.to act on my behalf,in all matters relative to work authorized by this building permit application form for the above referenced property. ica� ocr /02oi8 Signature Date < 8/ O (tett; Print Name I— • • • a rpnixixaneneaii%o Qf?auriskae/4 Office of Consumer Attain&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: Registration gxoiration Office of Consumer Affairs and Business Regulation 160164 07/01/2020 One Ashburton Place-Suite 1301 GEORGE DAVIS,INC. Boston,MA 02108 GEORGE F.DAVISS ap_`�(�,6_ eCa. 33 NORTH MAIN STREET -`-"� SOUTH YARMOUTH,MA 02664 Undersecreta Not valid without signature N • • 17 Massachusetts Department of Public Safety Board of Building Regulations and Standards . e License: CS-056130 . • Construction Supervisor • GEORGE F DAVIS• 33NMAINST + ,, • S YARMOUTH MA 02664 • 7, fe�vExpiration: •Commissi '--r 03/01/2019 " a /'01 GEORDAV-01 KMELCHER • ACORO CERTIFICATE OF LIABILITY INSURANCE DATE 03/05/2018 ) �� 03/05!2018 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 pollcy(les)must have ADDITIONAL INSURED provisions or 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 p endorsement(s). PRODUCER NAM€^cT Gwen Vosburgh Mason 8 Mason Insurance Agency,Inc. 458 South Ave. (AC,,,N,Est):(603)3564392 ra No):(603)356-9290 Whitman,MA 02382 Xp%1bs:gwen@mm)ns.COm INSURER(S)AFFORDING COVERAGE NAIC 4 INSURER A:Western World 13196 INSURED INSURER a:NGM Insurance Company _ 14788 George Davis,Inc. INSURER O:Associated Industries Insuranc 33 North Main St. INSURER D: South Yarmouth,MA 02664-3437 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 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. LIB TYPE OF INSURANCE AHgp SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS IMOLIC YEFF IPOLIC YYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE I ^1 OCCUR NPP1477087 01/12/2018 0111212019 (MIEESfEe OaoirDence) $ 100,000 MED EXP(Any we person) ,$ _ 5,000 PERSONAL a ADV INJURY J 1,000,000 GMAGGREGATE LIMIT�APPLIES PER: GENERAL AGGREGATE $ 2,000,000 HPOLICY I I rIECT LOC PRODUCTS-COMP/OPAGG E 2,000,000 OTHER: _ B AUTOMOBILEUABIUTY fEa accidenBR4EDtSINGLELIMIT $ 1,000,000 ANY AUTO M9M28491 10/26/2017 10/2612018 Booty morn(Perpersonl E - OWNED SCHEDULED AUTOS�p�� ONLY X AUTOSSWNEp BODILY INJURY(Per accident) $ X AUTOS ONLY X AUTOS ONLY (Perr eco t)AMAGE S - -1 -- UMBRELLA UAB _ OCCUR EACH OCCURRENCE E _ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ • C WORKERS COMPENSATIONPER OTH- ER EMPLOYERS'LIABILITY YIN X STATLfTE ER WCC50050143902018A 03/05/2018 03/05/2019 500,000 ANY PROPRIETOR,PXCLUDEJESECUTIVE E.L.EACH ACCIDENT E (menMMaTOry�n A'%)EXCLUDED? N NIA 500,000 E.L.DISEASE-EA EMPLOYEE $ If Yea desuibe under • 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT E • DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Office Copy CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE George Davis,Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 ACCORDANCE WITH THE POLICY PROVISIONS. 33 North Main St. South Yarmouth,MA 02664-3437 AUTHORIZED\ ORI.._ REPRESENTATIVE- I ` ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD • Sears, Tim From: Sears,Tim Sent: Wednesday, November 21, 2018 10:23 AM To: 'George Davis' Subject: 130 South Shore Drive George, I have r viewed your application for 130 South Shore Drive, and there are some items to address; ✓1 A FEMA Elevation Certificate needs to be submitted . Construction plans in flood zones are required to be designed and stamped by a Registered Design Professional to show compliance with flood zone requirements 3. Smoke/CO/heat detectors need to be shown on the plan 4./The Rescheck needs to be filled out completely Please submit the above items for review. • Thank you Timothy Sears CBO Building Inspector Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears(ayarmouth.ma.us 1 TOWN OF YARMOUTH BUILDING DEPARTMENT PLAN REVIEW &BUILDL 7G PERMIT APPLICATION REVIEW Applicant Name Permit Address no Soui\ Short, 13C ;VS. Review Date 1 i$ 1$ W NAVIA — cAvt)urn, \.SIRi1+s L;ia•vtn Vn;‘,< cc^ WIVij TM1 O ti2d ' GAmink. • V e. ! arch .fiitecture Joy A Cuming, AIA, NCARB, LEED AP Mr.George Davis December 5, 2018 George Davis,Inc. 33 North Main Street South Yarmouth,MA 02664 • RE: FEMA Flood Venting Requirements: 130 South Shore Drive,South Yarmouth, MA. REF: 1. Site Plan (#03-358) by Down Cape Engineering,Sealed/Dated 10/18/18 2. Foundation Plan (Pp. 5) by George Davis, Inc., Dated 9/29/18 Mr. Davis, Upon review of the indicated reference drawings, the following conditions and elevation requirements are required to provide full compliance with flood resistant construction methods as required within the International Residential Code 2015 (IRC 2015) and as amended by the Massachusetts State Building Code 9m Edition (780 CMR). 1. Pursuant to R322.2.2, the crawlspace and garage portions of the home are to be provided with flood vents meeting or exceeding 1 Int of flood venting per 1 Ft2 of enclosed area. Use Smart Vent®#1540-510 or #1540-520 or approved equivalent vent insert in each location indicated on the attached foundation plan (pp. 5). 2. Pursuant to R322.2.2.1,vents are to be installed in and to elevations indicated on the attached foundation plan (pp. 5). Exterior final grade shall not exceed 12In. from the bottom of the proposed vent locations and elevations. 3. Pursuant to R322.1.4,the elevations provided by the NAVD88 benchmark and referenced Site Plan by Down Cape Engineering provides sufficient clearance (1 Ft. above the Base Flood Elevation) for the structural framing members above the proposed crawl space. Please feel free to contact our office with any questions that you may have. Sincerely, stR.ED Aft '19 G 4) 4- A n A n. 9377 w L i? 1 Oa.. ,: g k ='y PITA J� l` 1*,4, y rY �.�ss'er Joy A. Curring,AIA, NCARB, LEED AP rt, — Principal,Aline Architecture Address: 100 Route 6A Orleans MA 02653 U Phone:508-240-6500 Fax: 508-240-6502 E-Mail: office®alinearch.com U Website: www.alinearch.com • ZONING SUMMARY NOTES ZONING DISTRICT: R-25 DISTRICT • \11 REQUIRED: EXISTING: PROPOSED: •a 1=m 1.DATUM IS BA198fl MIN. LOT SIZE 25,000 S.F. 7,686 S.F. 7,686 S.F. lio MO !S 2. THIS PUN IS For+PROPOSED WORK ONLY AND NOT TO MIN. LOT FRONTAGE 150' 88.6' 88.6' c4 MO a BE USED FOR LOT UNE STAKING OR ANY OTHER MIN. FRONT SETBACK 30' 29.8' 30.3' 4 „' > - PURPOSE MIN. SIDE SETBACK 15' 5.1' 13.0'• 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CAWNC MIN. REAR SETBACK 20' 4.8' 26.7' DIOSAFE(1-888-344-7233) AND VERIFYING THE MAX. BUILDING COVERAGE 25% 18.7% 18.59. ` .4 ' , = LOCATION OF ALL UNDERGROUND k OVERHEAD UTILITIES MAX. BUILDING HEIGHT 35' 27.5± \ ' -' , PRIOR TO COMMENCEMENT OF WORK. 4. EXISTING SEPTIC LOCATION PER TIE-CARD ON FILE 4A CHIMNEY MAY PROJECT NOT MORE THAN (32) INCHES INTO ANY TOWN. I -'','' REQUIRED YARD (SECTION 203.5) ow 5. ROOD RESISTANT FOUNDATION DESIGN BY OTHERS. FEMA COMPLIANT GRADING REWIRED, LAGCLAB, VENTS TITLE 5 VARIANCES REQUESTED: DN SIDES MIN. NOTE: TOP OF EXISTING LEACHING 8.CUTTERS AND DOWNSPOUTS TO BE DIRECTED TO FACILITY AT ELEV. 8.0'±. CONTRACTOR 15.211 EXISTING SEPTIC TANK TO PROPOSED Lows Nantucket DRYV€LS OR ROOF DRIP UNES TO STONE TRENCHES. TO CONFIRM SEPTIC TANK INVERT DWEWNG (10' TO 4.2'); / Sound 7.EXISTING SEPTIC SYSTEM CONSISTS OF 1500 GAL ELEVATION PRIOR TO INSTALLING BUILDINGSEWER. PROVIDE MIN. 2% PITCH FROM EXISTING SAS TO PROP. GARAGE SLAB (10' TO 7.1') SEPTIC TANK, D'BO% AND INFILTRATOR/STONE LEACH FIELD INSTALLED IN 2004. NEW NEW DWDN2Ll1NG TO CONNECT DWELLING TO EXISTING SEPTIC TANK. NOTE: TOP OF SAS IS BELOW SLAB ELEVATION. TO EXISTING SEPTIC TANK AT MIN. 2%PITCH. LOCUS B I l P 8.DWflUNG TO REMAIN 2 BEDROOMS - �0'± SCALE 1'=2000'± ASSESSORS MAP 19 PARCEL 113 15' TREE LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) 80.30' AS SHOWN ON COMMUNITY PANEL #25001C0589J DATED 7/16/2014 OWNER OF RECORD L ' E�' • +, EXISTING STEPHEN W. KOEHLER �� GARAGE 9 HARRISON AVE. L •36' II n�L /Itil LAKEViLLE, MA 02347 EXISTING 1.1 DwEIPR6PL �� o DWELLING ta 1 o L SAB-10.1 ° T°`" REFERENCES FRR.131 4•1,_ _ ■�[i DEED BOOK 7733 PAGE 79 ID K ( ) J1�E ' t PLAN BOOK 87 PAGE 31 LOT 25 r --- „ SEPTIC AS-BUILT ON FILE AT BoH £ `�I�, J S (INSTALLED 4/2004, DESIGNED BY DOE, INC.) r v. ., # • LOT 25 F 7,686± SQ. FT. H '+'� BENCHMARK: STONE BOUND DRIB - 10.8' NAVD88 $ SITE PLAN is' OF Ar,14 n #130 SOUTH SHORE DRIVE SOUTH YARMOUTH, MA PREPARED FOR STEPHEN & JENNIFER KOEHLER DATE: MAY 10, 2018 . `N0V" ,° ('T REVISED: 10-18-2018 (REV. HOUSE FOOTPRINT) ise (ANOJAUof508-362-4541 CIVIL fox 508 362 9880 No 46502w downcope.con O rSHGown cape engineering,mc. civil engineers sc0lea'-2o' Ip-TPrLfl ' A /� land surveyors l 9J9 Moln Street ( Rte 6A) 0 0 z0 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOU7HPORT MA 02675 DCE #03-35803-358 a TOWN OF YARMOUTH BUILDING DEPARTMENT 1146 Route 28, South Yarmouth, MA 02664 Ph.: 508-398-2231 ext. 261 BUILDING DEPARTMENT TOTAL DEMOLITION SIGN-OFF FORM State Building Code (780 CMR) Chapter 1, Section 112.1 — Service Connections "Before a building or structure is demolished or removed, the owner or agent shall notify all utilities having service connections within the structure, such as water, electric, gas, sewer and other connections. A permit to demolish or remove a building or structure shall not be issued until a release is obtained from the utilities, stating their respective service connections and appurtenant equipment, such as meter and regulators, have been removed or sealed and plugged in a safe manner." "All debris shall be disposed of in accordance withi780-CMR 111.5." Building or Structure Location: 130 J6 u±h. c 8IYI.OY(, Yi v G MAP: 19 LOT: 113 nn I. 9 Narrildu Avame, Owner's Name: l rrIkciu i@ckLe�r Address: L() kcvilit ttA002,34'1 Phone: 5of- q4h-,631& ';3 North A,LL Area Contractor's Name: G� l1r c DnvrJ, .7kftAddress: 1 outk,yam 0OA, Hj Phone: 50f-3g11-0i3a, NSTAR: vv DATE: BY: y} TITLE: SU. L LWLf KEYSPAN: DATE: BY: �n1 TITLE: U tc L cttey WATER DEPARTMENT: DATE: //l/(,//1- BY: � TME: An- s.�-.' BOARD OF HEALTH DATE: Jo- �3-J BY: EG'-"'1 TITLE-CI I "'o ,.��bL< o<7eY-g< t S'cN'fcc 2✓.a- uv el."- CONDITION: S-( Sr/114<c 4-✓re G• FIRE DEPARTMENT DATE: it- I R- T4 BY: f24— TITLE: CA•�-C. (Aueic HISTORIC COMMISSION: DATE: No 1 BY: V f TITLE: VERIZON: DATE: BY: TIME: ,rtt ttttcr ' to ty TOWN OF YARMOUTH 1P.4r Sri y ,itc HEALTH DEPARTMENT '.. PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: n I' let �1 Yank. Building Site Location: 110..D U Q DI dkkoill ri VC �5 O ll.t,{� 1 a,1r k.oftt tU Proposed Improvement: ,I ' ' Cl t G " . L - i I I . I i, - I C. _I, a. , - voa^y — I SUww - I v s Applicant: George 7pvi,r, Th.C. Tel. No.: SOP-1gN-0Pc39 Address: 31 kJOrt.1‘. friQLiu A, (I, \Jarneocath, /lA 42.G(eIt Date Filed: 1IJanlJt •*Ifyou would like e-mail notification of sign off please provide e-mail address: Owner Name: Si; C h j.k (IN, 1(9 L e(r Owner Address: q Ho y-r(f flu A V L(&AI e, Owner Tel.No.: 50?-q4 )7-5316 L.a.k..0 CIL e,, r..1A o.it.3 412 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. /016 REVIEWED BY: DATE: /j /18 PLEASE NOTE COMMENTS/CONDITIONS: ,t4vusa co, a( 1"- e- eyP� C Re c v oot.-j. I 7 -" -" I Up• 12/4/2017 . .. Jennifer And Stephen Koehler(130 South Shore Drive,South Yarmouth) 9 Harrison Avenue Lakeville,MA 02347 Dear Pamela, I am verifying in writing that we had no phone service at our home, 130 South Shore Drive in Yarmouth at the time we signed the construction contract with George Davis Inc. Best wishes, Jennifer and Steve Koehler -EVERS=URCE 247 Station Drive Westwood,Massachusetts 02090 i, ENERGY November 15, 2018 Stephen Koehler 9 Harrison Ave Lakeville, MA 02347 RE: 130 South Shore Dr, Bass River Dear: Stephen Koehler At Eversource, we're committed to delivering great service. This letter serves as confirmation that the electric service to 130 South Shore Dr, Bass River, has been removed. Based on this Information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888)633- 3797. Sincerely, D. adder-Kentley Iectnc Services Support Ce r nationaigrid November 13,2018 Paula McNcice 130 South Shote Drive South Yarmouth,MA 02664 To Whom It May Concern: RE: 130 South Shore Dr,South Yarmouth,MA This letter is to confirm that there is no live gas service to the above property. I can be reached directly at 508-760-7439 should there be any further questions. Sincerely, .E11144--# W(LitaV1 Ellen Whelan Gas Connections Rep National Grid 127 Whites Path S.Yarmouth,MA 02664 (T)508-760.7439 I i I � i I k Ise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 1.7 2400 DF Floor Beam1FB01 112 Dry I 1 span I No cantilevers 1 0/12 slope October 15, 2018 14:27:44 BC CALC®Design Report Build 6536 File Name: I Joist Calcs Job Name: Koehler Description: Designs\FB01 Address: 130 South Shore Drve Specifier. City, State, Zip:South Yarmouth, MA 02664 Designer: George Davis Customer: Company: George Davis, Inc. Code reports: ESR-1040 Misc: 1111111111111111111 _ 111111111111111111111 f11-00-00 e BO Total Horizontal Product Length=11-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,980/0 389/0 1,320/0 B1, 3-1/2" 1,980/0 389/0 1,320/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 11-00-00 60 10 40 06-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 5,982 ft-lbs 36.3% 100% 1 05-06-00 End Shear 1,817 lbs 23% 100% 1 01-03-06 Total Load Defl. U726(0.174") 33.1% n/a 3 05-06-00 Live Load Defl. U840(0.151") 42.9% n/a 6 05-06-00 Max Defl. 0.174" 17.4% n/a 3 05-06-00 Span/Depth 10.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,864 lbs n/a 31.2% Unspecified B1 Post 3-1/2"x 3-1/2" 2,864 lbs n/a 31.2% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Page 1 of 2 ®ratsecascade Double 1-3/4" x 11-7/8" VERSA-LAM® 1.7 2400 DF Floor Beam1FB01 Dry I 1 span No cantilevers 10/12 slope October 15, 2018 14:27:44 BC CALL®Design Report Build 6536 File Name: I Joist Calcs Job Name: Koehler Description: Designs1FB01 Address: 130 South Shore Drve Specifier: City, State,Zip:South Yarmouth, MA 02664 Designer: George Davis Customer: Company: George Davis, Inc. Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of Input must be verified by anyone who would rely on a j, output as evidence of suitability for • r• • particular application.Output here based \ on building code-accepted design c properties and analysis methods. /\ Installation of Boise Cascade engineered wood products must be in accordance with • • ° ' current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c=7-7/8" or ask questions,please call (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALL®,BC FRAMER®,AJSTM, Bolts are assumed to be Grade A307 or Grade 2 or higher. ALLJOIST®,BC RIM BOARDTM BCI®, Member has no side loads. BOISE GLULAMTM,SIMPLE FRAMING Connectors are: 1/2 in. Staggered Through Bolt SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM@ 1.7 2400 DF Floor HeaderlFB02 ii Dry 1 2 spans 1 No cantilevers 0/12 slope October 15, 2018 11:03:27 BC CALM/Design Report Build 6536 File Name: I Joist Calcs Job Name: Koehler Description: Designs\FB02 Address: 130 South Shore Drve Specifier: City, State,Zip:South Yarmouth, MA 02664 Designer. George Davis Customer: Company: George Davis, Inc. Code reports: ESR-1040 Misc: 111111111111111111111111111111111111111111 Bo81..,. ,, .. ._,,,. ,.. . ._. . J 07-01-00V 10-02-00 62 Total Horizontal Product Length= 17-03-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 1,323/426 248/0 . 61, 3-1/2" 4,315/0 1,194/0 B2, 3-1/2" 1,785/96 467/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 17-03-00 40 10 10-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 4,464 ft-lbs 27.1% 100% 3 12-09-13 Neg. Moment -4,955 ft-lbs 30.1% 100% 1 07-01-00 End Shear 1,598 lbs 20.2% 100% 3 15-11-10 Cont. Shear 2,458 lbs 31.1% 100% 1 08-02-10 Total Load Defl. 11999(0.084") n/a n/a 3 12-05-08 Live Load Defl. 11999(0.069") n/a - n/a 6 12-04-00 Total Neg. Defl. 11999(-0.019") n/a n/a 3 04-05-00 Max Defl. 0.084" n/a n/a 3 12-05-08 Span/Depth 10 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(Lx W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 1,571 lbs n/a 17.1% Unspecified B1 Post 3-1/2"x 3-1/2" 5,509 lbs n/a 60% Unspecified B2 Post 3-1/2"x 3-1/2" 2,252 lbs n/a 24.5% Unspecified Cautions Uplift of-178 lbs found at span 1 -Left. Notes Design meets Code minimum(L/240)Total load deflection criteria. , Design meets Code minimum(L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALCI analysis is based on IBC 2009. Design based on Dry Service Condition. Page 1 of 2 ®§olse Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 1.7 2400 DF Floor Header1FB02 151 Dry2 spans I No cantilevers 10/12 slope October 15,2018 11:03:27 BC CALL®Design Report Build 6536 File Name: I Joist Calcs Job Name: Koehler Description: Designs\FB02 Address: 130 South Shore Drve Specifier: City, State,Zip: South Yarmouth, MA 02664 Designer: George Davis Customer: Company: George Davis, Inc. Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►I bd Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • r• • °^' particular application.Output here based i ^ on building code-accepted design p properties and analysis methods. Installation of Boise Cascade engineered ./i.\ wood products must be in accordance with • • Q; I current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJSTM, Bolts are assumed to be Grade A307 or Grade 2 or higher. ALLJOIST®,BC RIM BOARDTM,BCI®, Member has no side loads. BOISE GLULAMTT SIMPLE FRAMING '-LAM®,VERSA-RIM Connectors are: 1/2 in. Staggered Through Bolt SYSTEM®,VERSA PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ®Bolsecascade Single 11-7/8" AJS® 20 Joist1JO1 IS Dry 1 1 span I No cantilevers 10/12 slope October 15, 2018 09:54:42 BC CALC®Design Report = 16 OCS I Non-Repetitive 1 Glued&nailed construction Build 6536 File Name: BC CALC Project Job Name: Koehler Description: Designs1J01 Address: 130 South Shore Drve Specifier: City, State,Zip: South Yarmouth, MA 02664 Designer: George Davis Customer: Company: George Davis, Inc. Code reports: ESR-1144 Misc: 1111111111111111111111111111111111111111 E 101 BO 17-06-00 -' 81 Total Horizontal Product Length=17-06-00 Reaction Summary(Down/Uplift) (lbs Bearing Live Dead Snow Wind Roof Live BO,2-1/2" 350/0 117/0 B1, 2-1/2" 350/0 117/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 17-06-00 30 10 16 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 1,974 ft-lbs 44.9% 100% 1 08-09-00 Completeness and accuracy of Input must End Reaction 467 lbs 43% 100% 1 00-00-00 be verified by anyone who would rely on End Shear 456 lbs 30.6% 100% 1 00-02-08 output as evidence of suitability for Total Load Defl. U832 (0.248") 28.8% n/a 1 08-09-00 particular application.Output here based on building code-accepted design Live Load Defl. U1,110 (0.186") 43.3% n/a 2 08-09-00 properties and analysis methods. Max Defl. 0.248" 24.8% n/a 1 08-09-00 Installation of Boise Cascade engineered Vibration 17' 1" 88.2% n/a 00-00-00 wood products must be in accordance with Span/Depth 17.4 n/a n/a 0 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before Installation. Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 2-1/2"x 2-1/2" 467 lbs n/a 43% Unspecified BC CALC®,BC FRAMER®,ASTM 61 Wall/Plate 2-1/2"x 2-1/2" 467 lbs n/a 43% Unspecified BOISE GLUL BC RIM MPLE MG, ° p BOISE GLULAM ,SIMPLE FRAMING Vibration SummarySYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Subfloor:23/32"OSB, Glue+ Nail Gypsum Ceiling: 1/2" VERSA-STRAND®,VERSA-STUD®are Strapping: 1x3 SPF#3/Stud, 10 per Span Bracing: None trademarks of Boise Cascade wood Products L.L.C. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Page 1 of 1 • REScheck Software Version 4.6.2 Compliance Certificate ‘,:, • Project New Construction , Energy Code: 2015 IECC Location: South Yarmouth, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,560 ft2 Glazing Area 16% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 130 South Shore Dr. George Davis Inc. S.Yarmouth, MA 02664 33 North Main St. S.Yarmouth, MA 02664 r omp lance,-aise'sus 0• l tra•e-O" Compliance: 4.5%Better Than Code Maximum UA: 246 Your UA: 235 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 Gross Area Cavity Cont. Assembly Or R-Value R-Value U-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 338 30.0 0.0 0.035 12 Ceiling 2:Cathedral Ceiling 800 38.0 0.0 0.027 21 Skylight 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 18 0.400 7 Wall 1:Wood Frame, 16°o.c. 1,590 21.0 0.0 0.057 73 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 213 0.300 64 Door 1:Solid 60 0.270 16 Door 2:Glass 40 0.310 12 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 920 30.0 0.0 0.033 30 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 4.6.2 and to comply with the mandatory requirements lis a in the REScheck Inspection Checklist. Gw7,— -s IDMilt- Name Mi l t- Name-Title Signature Date Project Title: New Construction Report date: 03/06/18 • Data filename: Untitled.rck Page 1 of 9 ciREScheck SoftwareInspection VersionChecklist 4.6.2 Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that Is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate "❑Does Not [PR1]1 energy code compliance for the - 1 9 building envelope.Thermal u❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and •❑Complies 103.2, documentation demonstrate '❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. !❑Not Observable 9 Systems serving multiple ❑Not Applicable dwelling units must demonstrate , compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 -on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 2 of 9 • Section Foundation Inspection Complies? Comments/Assumptions & Req.1D 303.2.1 ;A protective covering is Installed to i❑Complies [F011]2 t protect exposed exterior Insulation I❑Does Not 121+ and extends a minimum of 6 in. below !❑Not Observable ;grade. ❑Not Applicable 403.9 Snow-and Ice-melting system controls ElComplies IF012]2 installed. ❑Does Not a ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 3 of 9 Section Plans Verified Field Verified u Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions 402.1.1, Door U-factor. U- U- ;❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable 0 ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U-_ U-_ ;❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, ❑Not Observable 402.5 - - ❑Not Applicable [FR211 0 303.1.3 U-factors of fenestration products[. - ;:.❑Complies [FR4]1 are determined in accordance "❑Does Not 0, with the NFRC test procedure or 7 ;taken from the default table. ;. A❑Not Observable S. - ❑Not Applicable 402.1.1, Skylight U-factor. U- U-_ ❑Complies See the Envelope Assemblies 402.3.3, ODoes Not table for values. 402.3.6, 402.5 ❑Not Observable (FR5]1 ONot Applicable S' 402.4.1.1 Air barrier and thermal barrier ;, r,l❑Complies (FR23)1 installed per manufacturers ❑Does Not O instructions. qg f 1,10Not Observable [ "❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies (FR2011 is listed and labeled as meeting ❑Does Not O AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ;❑Not Observable .400 that do not exceed code ❑Not Applicable !limits. 402.4.5 IC-rated recessed lighting fixtures ,;❑Complies [FR1612 .!sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm [ ;❑Not Observable leakage at 75 Pa. L ❑Not Applicable t 403.2.1 !Supply and return ducts in attics ❑Complies [FR1211 'insulated >=R-8 where duct is ' s❑Does Not O >= 3 inches in diameter and>a ❑Not Observable R-6 where<3 inches.Supply and gip; I return ducts in other portions of ❑Not Applicable the building insulated>= R-6 for diameter>=3 inches and R-4.2 ;for<3 inches in diameter. 403.3.3.5 Building cavities are not used as ;❑Complies [FR15]3 ducts or plenums. '❑Does Not 0 •ONot Observable 6 ❑Not Applicable 403.4 ;HVAC piping conveying fluids R-_ R- ❑Complies [FR17]2 I above 105°F or chilled fluids ❑Does Not 0 =below 552F are insulated to>_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 :Protection of insulation on HVAC `❑Complies (FR2411 'piping. `❑Does Not '0 t �❑Not Observable f.. ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 4 of 9 • • Section Plans Verified Field Verified # Framing/Rough-In Inspection - Value Value Complies? Comments/Assumptions 403.5.3 'Hot water pipes are insulated to R- R-_ ❑Complies (FR1812 >_R-3. ❑Does Not 0 } ❑Not Observable ❑Not Applicable 403.6 'Automatic or gravity dampers are .❑Complies (FR1912 installed on all outdoor air ODoes Not 'intakes and exhausts. ¢, ['Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 5 of 9 • Section - Plans Verified Field Verified # Insulation Inspection Value Value: Complies? Comments/Assumptions 303.1 ;All installed insulation is labeled [ - - ❑Complies (IN13]2 or! the installed R-values ( '❑Does Not provided. t . ❑NotObservable J❑Nat Applicable 402.1.1, ;Floor insulation R-value. R- R- :❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IMP 0 Steel ❑ Steel 10Not Observable ❑Not Applicable • 303.2, Floor insulation Installed per [ ❑Complies 402.2.7 manufacturer's instructions and ['Does Not [IN2]' in substantial contact with the underside of the subfloor,or floor r.❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the , underside of floor framing and extends from the bottom to the ,top of all perimeter floor framing I members. 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least':of the ❑ Wood 0 Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]' exterior,the exterior insulation ,a requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is Installed per H. g❑Complies (1N41' 'manufacturer's instructions. 1+❑Does Not x❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 6 of 9 • Section Plans Verified Field Verified # Final Inspection Provisions _ Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood 0 Wood ❑Does Not table for values. 402.2.2• • ❑ Steel 0 Steel ❑Not Observable 402.2.6 (F11)1 ❑Not Applicable 303.1.1.1, 1 Ceiling insulation installed per )1 „❑Complies 303.2 manufacturer's instructions. ''❑Does Not (F1211 1Blown insulation marked every Observable 300 ft'. ❑Not Applicable 402.2.3 ;Vented attics with air permeable { ❑Complies [F122]1 insulation include baffle adjacent 6 ❑Does Not to soffit and eave vents that '❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies (FI311 insulation zR-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 =_ ACH 50 =_ I❑Complies [F117]1 'ach in Climate Zones 1-2,and 'Oboes Not <=3 ach in Climate Zones 3-8. ❑Not Observable • j❑Not Applicable • 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ['Complies [F14]1 cfm/100 ft2 across the system or ftp T ODoes Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 'Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F12711 determine air leakage with T ❑Does Not either: Rough-in test:Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated r • ❑Complies [F124]1 ;by manufacturer at<=2%of ❑Does Not design airflow. 1'❑NotObservable ❑Not Applicable 403.1.1 Programmable thermostats t ,,❑Complies ❑ (F19]2 installed for control of primary Does Not heating and cooling systems and a ❑Not Observable initially set by manufacturer to ❑Not A licable !code specifications. F pP 403.1.2 i Heat pump thermostat installed [. 6❑Complies [FI1012 'on heat pumps. � ;❑Does Not lr❑Not Observable ;'❑Not Applicable 403.5.1 :Circulating service hot water ':❑Complies [F11112 systems have automatic or $. n❑Does Not accessible manual controls. kfk ;❑Not Observable I❑Not Applicable • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions .Value Value Complies? Comments/Assumptions &Req.ID - 403.6.1 :All mechanical ventilation system t - jOComplies (F12512 :fans not part of tested and listed t. 1 ❑Does Not HVAC equipment meet efficacy t. ;t❑Not Observable and air flow limits. E ❑Not Applicable 403.2 'Hot water boilers supplying heat ❑Complies (F12612 !through one-or two-pipe heating ''❑Does Not 'systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ONot Applicable temperature. 403.5.1.1 i Heated water circulation systems %g •:��❑Complies [F12812 :have a circulation pump.The k ❑Does Not :system return pipe is a dedicated). ❑Not Observable return pipe or a cold water supply j, `❑Not Applicable I pipe.Gravity and thermos- F - pP syphon circulation systems are I , Z not present.Controls for ;circulating hot water system pumps start the pump with signal ;for hot water demand within the occupancy.Controls 'automatically turn off the pump i 'when water is in circulation loop -. lis at set-point temperature and (; no demand for hot water exists. I. 403.5.1.2 Electric heat trace systems I - a,❑Complies [F129]2 comply with IEEE 515.1 or UL ` '❑Does Not .515.Controls automatically ` 1 adjust the energy input to the ❑Not Observable heat tracing to maintain the 3❑Not Applicable desired water temperature in the ;piping.4033.2 Water distribution systems that ;❑Complies [F130]2 have recirculation pumps that "❑Does Not pump water from a heated water supply pipe back to the heated t❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature • of the water entering the cold water piping to 1044F. 403.5.4 ;Drain water heat recovery units .:❑Complies [FI31]2 i tested in accordance with CSA ) ODoes Not 1855.1.Potable water-side pressure loss of drain water heat ;❑Not Observable !recovery units< 3 psi for ❑Not Applicable I individual units connected to one ;or two showers. Potable water- 'side pressure loss of drain water heat recovery units<2 psi for :Individual units connected to three or more showers. • 404.1 175%of lamps in permanent ❑Complies [F16]' fixtures or 75%of permanent "❑Does Not fixtures have high efficacy lamps.k. 3 Does not apply to low-voltage [. ❑Not Observable lighting. ( '.❑Not Applicable 404.1.1 Fuel gas lighting systems have �❑Complies [F123]3 no continuous pilot light. 'Oboes Not ENot Observable 4'❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 8 of 9 • Section - Plans Verified Field Verified e Final Inspection ProvisionsValue Value Complies? Comments/Assumptions 401.3 Compliance certificate posted. - n❑Complies [F1712 i '•❑Does Not ❑Not Observable i`- .❑Not Applicable 303.3 Manufacturer manuals for {{{ ❑Complies [F11813 mechanical and water heating 4 :Oboes Not ;systems have been provided. llit "❑Not Observable ❑Not Applicable Additional Comments/Assumptions: • i fill-Ugh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 9 of 9 2En, 015 IECC Energy Efficiency Certificate 11=3 G11220 Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor Window 0.30 Door 0.27 Skylight 0.40 frinEeetZegal= GM= Heating System: _ Cooling System: Water Heater: Name: Date: Comments w. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 0 Check Compliance 1.1 SCOPE Wind Speed (3-sec.gust) 110 mph Wind Exposure Category 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2 stories s 2 stories • ✓ Roof Pitch (Fig 2) °t 512:12 ✓ Mean Roof Height (Fig 2) 21 ft s 33' Building Width,W (Fig 3) 33 s 80' ...-- Building �Building Length, L (Fig 3) '3,1 5 80' Building Aspect Ratio(LW (Fig 4) ia 3 s 3:1 Nominal Height of Tallest Opening2 (Fig 4) •---- 5 5 6'8° 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) tr- 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete 'e- Concrete Masonry — 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts Imbedded or 5/8'Proprietary Mechanical Anchors as an alternative In concrete only Bolt Spacing–general (Table 4) '4 7 In. Bolt Spacing from end/joint of plate (Fig 5) ✓in.5 6"–12' ..-- Bolt Bolt Embedment–concrete (Fig 5) . in.t 7" ✓ Bolt Embedment–masonry (Fig 5) — in.t 15" ---* Plate Washer (Fig 5) z 3'x 3"x'/.' l 3.1 FLOORS . Floor framing member spans checked (per 780 CMR Chapter 55) f Maximum Floor Opening Dimension (Fig 6) 1Q ft 5 12' 7 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) _1 Maximum Floor Joist Setbacks ' Supporting Loadbearing Walls or Shearwall (Fig 7) O ft 5 d ✓ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) ?ft 5 d ✓ Floor Bracing at Endwalls (Fig 9) ✓ Floor Sheathing Type (per 780 CMR Chapter 55) --Z- Floor Floor Sheathing Thickness (per 780 CMR Chapter 55) 3Ji1 in. ,--/ Floor Sheathing Fastening (Table 2)... Yid nails at to In edge!Lain field ..--- 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) T5 ft s 10' ✓ Non-Loadbearing walls (Fig 10 and Table 5) 17 ft 5 20' _C Wall Stud Spacing (Fig 10 and Table 5) in.s 24'o.c. Wall Story Offsets (Figs 7&8) Q ft s d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x_12.-.ft s:In. 1.--"- Non-Loadbearing Non-Loadbearing walls (Table 5) 2xj,_-tom ft_in. ...-- Gable End Wall Bracing I Full Height Endwall Studs (Fig 10) WSP Attic Floor Length (Fig 11) --- ft kW/3 Gypsum Ceiling Length(if WSP not used) (Fig 11) =ft t 0.9W ....-- and and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11) or 1 x 3 ceiling furring strips© 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length (Fig 13 and Table 6) ?cc Ludt Penft ✓ Splice Connection(no.of 16d common nails) (Table 6) (–not AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails) (Tables 7) ? ✓ Non-Loadbearing Wall Connections Lateral (no. of 16d common nails) (Table 8) 3 f Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) ft a in.5 11' ✓ Sill Plate Spans (Table 9) ft_j in.5 11' 1.-- Full Full Height Studs (no.of studs) (Table 9) . ✓ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) ft et In.512' Sill Plate Spans (Table 9) ft in.5 12° _ ' Full Height Studs(no. of studs) (Table 9) _2 ✓ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W 1 Nominal Height of Tallest Opening2 • Sheathing Type (note 4) Edge Nail Spacing (Table 10 or note 4 If less) - Field Nail Spacing (Table 10) (.1\, Shear Connection(no.of 16d common nails)(Table 10) _ , _ ce fil'll Percent Full-Height Sheathing (Table 10) 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts) �'('t Maximum Building Dimension, L { `I Nominal Height of Tallest Opening2 , 8" 1 Sheathing Type (note 4) Edge Nail Spacing (Table 11 or note 4 if less) _in. Field Nail Spacing -(Table 11) _in. Shear Connection(no.of 16d common nails)(Table 11) _ Percent Full-Height Sheathing (Table 11) 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Wall Cladding Rated for Wind Speed? ✓ 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) w---- Roof Roof Overhang (Figure 19) —ft s smaller of 2'or L/3 ' - Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) u=356 .,-- Lateral Lateral (Table 12) L=fit plf _AZ' Shear (Table 12) S=Z7plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13) T==plf Gable Rake Outlooker (Figure 20) =ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) Ute" lb. .---• Lateral(no. of 16d common nails)...(Table 14) L=--. Ib. '..--, Roof Sheathing Type (per 780 CMR Chapters 58 and 59) Roof Sheathing Thickness 22,1n.z 7/16"WSP Roof Sheathing Fastening (Table 2) ✓ 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. :y _ TOWN OF YARMOUTH } c_ WATER DEPARTMENT •: H 99 Buck Island Road West Yarmouth, MA 02673 Telephone: (508) 771-7921 • Fax: (508) 771-7998 • • BUILDING PERMIT APPLICATION • DEPARTMENTAL SIGN OFFnTRANSMITTAL SHEET J Bldg. Site Location 30 S. tf k0 rc D r, U y Map� #: I q Lot #: 113 Proposed Improvement: Ila2Ct, rGbu_Ltd4 . (/ cG pLoit,d) Applicant: George a 0.V,:p, The . Address(35 )J0Y{k. Maw LIE Tel. #: 5O/-3 q -OM), Date Filed: fowtk. Yont.0ot)o • 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... • • Signature of applicant • D� PLEASE NOTE: COMMENTS: • • /..essalif.,1 /._/ i �¢ i /d Review-d •y: W- en Vision Date CREScheck Software Version 4.6.2 I Compliance Certificate Project New Construction Energy Code: 2015 IECC Location: South Yarmouth, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,560 ft2 Glazing Area 16% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number. Construction Site: ! S Owner/Agent: Designer/Contractor: 130 South Shore Dr. George Davis Inc. S.Yarmouth, MA 02664 33 North Main St. S.Yarmouth,MA 02664 • ��f7"TItFYi( �Ft[zl it, 1�r�T[LSi( 1 Compliance:r 4.5°213etter Than Code Maximum UA: 246 Your UA: 235 The%Better or WorseYhan 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 Gross Area Cavity Cont. Assembly or R-Value R-Value U-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 338 30.0 0.0 0.035 12 Ceiling 2: Cathedral Ceiling 800 38.0 0.0 0.027 21 Skylight 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 18 0.400 7 Wall 1:Wood Frame, 16"o.c. 1,590 21.0 0.0 0.057 73 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 213 0.300 64 Door 1:Solid 60 - 0.270 16 Door 2:Glass 40 0.310 12 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 920 30.0 0.0 0.033 30 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 4.6.2 and to comply with the mandatory requirements li ed in the REScheck Inspection Checklist. G#dtyt- )7a.41-4 BOAid.• ..� //'21..•- it Name-Title / Signature Date Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 1 of 9 inREScheck Software VersionChecklist 4.6.2 it Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified S Pre-Inspection/Plan Review Value Value. Complies? Comments/Assumptions 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate .❑Does Not [PR1]' energy code compliance for the .y❑Not Observable d' building envelope.Thermal t ❑NotA Applicable envelope represented on pP construction documents. 103.1, :Construction drawings and t.❑ Complies 103.2, ;documentation demonstrate < ❑Does Not 403.7 energy code compliance for Pi ItA. [PR3]' ;lighting and mechanical systems. , a❑Not Observable J y :Systems serving multiple ❑Not Applicable :dwelling units must demonstrate :compliance with the IECC Commercial Provisions. _ 302.1, I Heating and cooling equipment is Heating: Heating: ❑Complies (Q k\ Kuc3c Loa-A- 403.7 ,sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR212 Ion loads calculated per ACCA Cooling: Cooling: ❑Not Observable Qgc thpq w..a- 5 j I Manual J or other methods Btu/hr Btu/hr_ I approved by the code official. ONot Applicable i Additional Comments/Assumptions: 1 High Impact(Tier 1) : 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 2 of 9 Section # ° Foundation Inspection Compiles? Comments/Assumptions & Req.ID 303.2.1 4A protective covering is installed to ❑Complies [F011]2 ,"protect exposed exterior Insulation ❑Does Not f (? J I t/� and extends a minimum of 6 in. below ❑Not Observable EIS grade. ❑Not Applicable 403.9 !Snow-and ice-melting system controls ❑Complies [F0121' (installed. ODoes Not /v, fl ✓� �J ❑Not Observable I/ ❑Nat Applicable Additional Comments/Assumptions: • • I • • • 1 High Impact(Tier 1) 2]Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 3 of 9 Section Plans Verified. Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U-.3% U- - ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 1 [Not Observable j ONot Applicable 402.1.1, ;Glazing U-factor(area-weighted U-•'°70 U-_ ❑Complies See the Envelope Assemblies 402.3.1, ;average). ❑Does Not table for values. 402.33, 402.3.6, ❑Not Observable 402.5 l ONot Applicable [FR211 S . 303.1.3 U-factors of fenestration products`. -51❑Complies [FR4)1 are determined in accordance . 1) .-i taken Not with the NFRC test procedure or ❑Not Observable taken from the default table. s❑Not Applicable 402.1.1, Skylight U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.3, Sr ❑Does Not table for values. 402.56 t /U/. Ut-''�5 ONot Observable [FR5]1 G ilV ONot Applicable i 402.4.1.1 ;Air barrier and thermal barrier .f❑Complies [FR2311 installed per manufacturer's i❑Does Not 50 ;instructions. ❑Not Observable I . ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR2011 i is listed and labeled as meeting ❑Does Not I AAMA IWDMA/CSA 101/I.S.2/A440 di' :.,ONot Observable V- 402.4.5 has Infiltration rates per NFRC K ;400 that do not exceed code y❑Not Applicable :limits. SS 402.4.5 IC-rated recessed lighting fixtures'. : ❑Complies 1 [FR16]1 sealed at housing/interior finish 1❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 Supply and return ducts in attics i❑Complies [FR12]1 insulated >= R-8 where duct is !❑Does Not >= 3 inches in diameter and>= i❑Not Observable R-6 where<3 inches.Supply and , return ducts in other portions of i ,ONot Applicable the building insulated>=5-6 for diameter>= 3 inches and R-4.2 '., for<3 inches in diameter. I 403.3.3.5 ;Building cavities are not used as „❑Complies (FR1513 ducts or plenums. i❑Does Not . 5b 1,ONot Observable ✓ ❑Not Applicable 403.4 1 HVAC piping conveying fluids R-_ R-_ '❑Complies [FR1712 above 105°F or chilled fluids ❑Does Not below 55 QF are insulated to R- ONot Observable 3. ONot Applicable 1 403.4.1 Protection of insulation on HVAC '.❑Complies [FR24]1 -piping. ❑Does Not l' : ❑Not Observable (- °�❑Not Applicable 1?High Impact(Tier 1) 2 Medium Impact(Tier 2) I 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 4 of 9 • Section Plans Verified Field Verified # Framing/Rough-In Inspection Value - Value Complies? Comments/Assumptions 403.5.3 Hot water pipes are insulated to R-_ R- ❑Complies (FR1812 I R-3. ['Does Not J - Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are 1❑Complies ' 4 'J i FR1912 q installed on all outdoor air (. q❑Does Not 11 intakes and exhausts. C 4 FP�� IIP a❑Not Observable } ( r,❑Not Applicable' Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 )Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 5 of 9 Section - Plans Verified Field Verified # Insulation Inspection Value Value Complies? - Comments/Assumptions 303.1 JAll installed insulation is labeled t . ❑Complies [IN13]2 i or the installed R-values ❑Does Not ;provided. '❑Not Observablet . 1 _ , • . `i❑Not Applicable 402.1.1, 'Floor insulation R-value. R- R- DComplies See the Envelope Assemblies 402.2.6 i • •• .♦ ❑ Wood ❑ Wood ❑Does Not table for values. [NW ; $ 0 Steel ❑ Steel Q•30 ❑Not Observable a� 4G / ONot Applicable 303.2, :Floor insulation installed per -❑Complies 402.2.7 :manufacturer's instructions and i❑Does Not [IN2]1 ;in substantial contact with the 4 underside of the subfloor,or Floor ❑Not Observable :framing cavity insulation is in '.,,❑Not Applicable contact with the top side of ,sheathing, or continuous insulation is installed on the r/ :underside of floor framing and :extends from the bottom to the k" :top of all perimeter floor framing :members. '. 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood 0 Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable (IN311 exterior,the exterior insulation El Steel 0 Steel ❑Not Applicable /v,////0 requirement applies(FR10). 303.2 'Wall insulation is installed per a❑Complies [IN4]1 manufacturer's instructions. ❑Does Not II,•v • DNot Observable � 'J❑Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) [ 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 6 of 9 Section Plans VerifiedField Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- DComplies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ODoes Not table for values. 402.2.2, 0 Steel 0 Steel [Not Observable [I1I�.6 1 las ONot Applicable I 303.1.1.1, Ceilinginsulation installed per r ❑Complies 303.2 manufacturer's instructions. i❑Does Not [FI2]' :Blown insulation marked every 300 ft'. ❑Not Observable j r 5❑Not Applicable 402.2.3 Vented attics with air permeable I 1❑Complies [F12212 insulation include baffle adjacent . '❑Does Not to soffit and eave vents that , ,/..- extends over insulation. ❑Not Observable j❑Not Applicable 402.2.4 Attic access hatch and door R- R-_ OComplies [F13]1 Insulation aR-value of the ❑Does Not adjacent assembly. ONot ObservableiV ONot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies [FI17]' ach In Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-9. ONot Observable ✓ ONot Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or Fr ftr ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa.For rough-in tests,verification may need to [ONot Applicable - occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]' determine air leakage with T ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ONot Applicable w.g. across the system including the manufacturer's air handler 4 enclosure if installed at time of test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ^❑Complies [FI24]1 by manufacturer at<=2%of i i❑Does Not '/ design air flow. ❑Not Observable j❑Not Applicable i I 403.1.1 Programmable thermostatsa❑Complies [F191, installed for control of primary I 11.0Does Not f— heating and cooling systems and d initially set by manufacturer to ;{❑Not Observable I code specifications. 10Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [F110]2on heat pumps. j❑Does Not / /�I V1 ❑Not Observable /V Ij❑Not Applicable 403.5.1 .Circulating service hot water F' ❑Complies [FI11]' systems have automatic or ❑Does Not / .accessible manual controls. ^l❑Not 0bservable ✓ tj❑Nat Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 7 of 9 • C' A.. Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? - Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ;❑Complies [FI25]2 'fans not part of tested and listed „❑Does Not HVAC equipment meet efficacy 1 1 4 ;and air flow limits. ❑Not Observable ' • 6 i❑Not Applicable 403.2 {Hot water boilers supplying heat I ❑Complies [FI26]2 lthrough one-or two-pipe heating : 1❑Does Not i,systems have outdoor setback ❑Not Observable 4„rj control to lower boiler water l temperature based on outdoor ❑Not Applicable ]temperature. 1} 403.5.1.1 'Heated water circulation systems ` ',c❑Complies [[F128]21 have a circulation pump.The '$❑Does Not system return pipe is a dedicated return pipe or a cold water supply' []Not Observable 1 pipe.Gravity and thermos- -❑Not Applicable i syphon circulation systems are not present.Controls for circulating hot water system • pumps start the pump with signal for hot water demand within the 33'occupancy.Controls I automatically turn off the pump when water is in circulation loop i is at set-point temperature and no demand for hot water exists. 403.5.1.2 ii Electric heat trace systems i❑Complies [F129)2 I comply with IEEE 515.1 or UL ❑Does Not 1515. Controls automatically i /J ;adjust the energy input to the ❑Not Observable IV I I heat tracing to maintain the -,❑Not Applicable 1 desired water temperature in the , ;.. piping. 403.5.2 Water distribution systems that '❑Complies [FI30]2 have recirculation pumps that , ; ❑Does Not pump water from a heated water . l supply pipe back to the heated ! 'y❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a r, r f ;demand recirculation water I system. Pumps have controls lthat manage operation of the 1 pump and limit the temperature y j of the water entering the cold 7J1 )water piping to 104gF. 403.5.4 Drain water heat recovery units ',❑Complies [F131]2 tested in accordance with CSA " 'Oboes Not B55.1. Potable water-side pressure loss of drain water heat " ❑Not Observable `recovery units< 3 psi for ❑Not Applicable N individual units connected to one or two showers. Potable water- Iside pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. { 404.1 :75%of lamps in permanent t❑Complies [FI6]1 :fixtures or 75%of permanent • °❑Does Not !fixtures have high efficacy lamps. - ❑No[Observable Does not apply to low-voltage :; :lighting. Y 1❑Not Applicable 404.1.1 'Fuel gas lighting systems have $❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable `20Not Applicable 1 High Impact(Tier 1) f 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 8 of 9 4 • 4./ Section Plans Verified Field Verified # Final Inspection Provisions. Value Value Complies? Comments/Assumptions 401.3 . Compliance certificate posted. ❑Complies [FI7]2 "i❑Does Not y :I❑Not Observable [! .i❑Not Applicable 303.3 Manufacturer manuals for ❑Complies y [FI18]3 mechanical and water heating ❑Does Not ✓ ;systems have been provided. ❑Not Observable 1❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2]Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/06/18 Data filename: Untitled.rck Page 9 of 9 r • E2015 IECC Energy lte. Efficiency Certificate Insulation Rating,,.;' rr Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): 11 LOr/a Glass&Door Rating �U-Factor ' SHGC Window 0.30 Door 0.27 Skylight 0.40 1^""^ Efficiency Heating System: hi,(, u. L*'q Cooling System: 6tahnw. an.1-4.( J'_5-44- Water Heater: 1:(x.17 _ Name: L roi ysv Va-4//.5 Date: / 7/HFli Comments ZONING SUMMARY NOTES ZONING DISTRICT: R-25 DISTRICT REQUIRED: EXISTING: PROPOSED: t. �'�& I.DATUM IS RAMS MIN. LOT SIZE 25,000 S.F. 7,686 S.F. 7,686 S.F. • �& MIN. LOT FRONTAGE 150' 88.6' 88.6' �'•inor; NMI N 2. THIS PUN IS FOR PROPOSED WORK ONLY AND NOT TO MIN. FRONT SETBACK 30' 29.8' 30.3' 4 a BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. MIN. SIDE SETBACK 15' 5.1' 13.0'4 ' 3.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING MIN. REAR SETBACK 20' 4.8' 26.7' - �' DIGSAFE(1-888-344-7233) AND VERIFIINC THE - MAX. BUILDING COVERAGE 25% 18.7% 18.5% ` , , LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES MAX. BUILDING HEIGHT 35' 27.5± e PRIOR TO COMMENCEMENT OF WORK. '� ' 1 4. EXISTING SEPTIC LOCATION PER TE-CARD ON CLE �/ N NIH TOWN. 4A CHIMNEY MAY PROJECT NOT MORE THAN (32) INCHES INTO ANY REQUIRED YARD (SECTION 203.5) 5. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS. FEMA COMPLIANT GRADING REQUIRED, LAGCLAB, VENTS TITLE . ON SIDES MIN. E 5 VARIANCES REQUESTED: NOTE: TOP OF EXISTING LEACHING 6. CUTTERS AND DOWNSPOUTS TO BE DIRECTED TO FACILITY AT ELEV. 6.0'2. CONTRACTOR 15.211 EXISTING SEPTIC TANK TO PROPOSED I. Nantucket DRYWELLS OR ROOF DRIP ONES TO STONE TRENCHES. TO CONFIRM SEPTIC TANK INVERT DWELLING (10' TO 4.2'); / Sound 7. EXISTING SEPTIC SYSTEM CONSISTS OF 1500 GAL ELEVATION PRIOR TO INSTALLING BUILDING EXISTING SAS TO PROP. GARAGE SLAB (10' TO 7.1') SEPTIC TANK, D'BOX AND INFILTRATOR/STONE LEACH SEWER. PROVIDE MIN. 2% PITCH FROM FIELD INSTALLED IN 2004. NEW DWELLING TO CONNECT DWELLING TO EXISTING SEPTIC TANK. NOTE: TOP OF SAS IS BELOW SLAB ELEVATION. TO EXISTING SEPTIC TANK AT MINP 8. DWELUNO TO REMAIN 2 BEDROOMS ' SCALE 1-=2000'2 4 ASSESSORS MAP 19 PARCEL 113 15" TREE I LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) • AS SHOWN ON COMMUNITY PANEL 80.30' R25001C0589J DATED 7/16/2014 — OWNER OF RECORD e ��a� I EX6nNG STEPHEN W. KOEHLER r GARAGE 9 HARRISON AVE. 36' TREEill � � J. EXISTING I� LAKEVILLE, MA 02347 I DWELpNPOSED -Im •DWELLING GARgI oTCP- 121SUBn I � REFERENCES 11 DE KJ_ PLAN BOOK 873PAG3 E 31E 79 LOT 25 SEPTIC AS-BUILT ON FILE AT BoH (INSTALLED 4/2004, DESIGNED BY DCE, INC.) LOT 25 `4 Ii111i 7,6862 50. FT. / 4:1.• 'BENCHMARK: • 'STONE BOUND T9tVE ' 10.8' NAW88 i S11°E Yl` RECEIVED S0- SITE PLAN OF 1-14"VSA #130 SOUTH SHORE DRIVE OC�T,Z 311018 SOUTH YARMOUTH, MA WORK MUST P I FORM TO ALL HEALTH DEPT. TOWN Q,Y A : REGULATIONS PREPARED FOR �ySTEPHEN & JENNIFER KOEHLER YARMOU H WATER DEPT /�A E/ DATE: MAY 10, 2018 REVISED: 10-18-2018 (REV. HOUSE FOOTPRINT) i Ms �1wo`+us � off 50B-362-4541 'f DANIEL/1.NDANIEL cT`h fax 508-362-9880 j e PNAU - s ,f‘', l',V; dewncope.con C CIVIL NO 46502 I VNo 4 AO , Town cape rngintt IiigT Inc. `®,'?`- M, E a.‘ civil engineers Scale:1--20' I0-18 l6 `T-° . land surveyors `a_n 939 Moin Street (Rte 6A) DCE #03-358 0 0 D 30 D 50 FEET DATE DANIEL A. OJALA, P,E., P.L.S. YARMOUTHPORr MA 02675 03-358 ZONING SUMMARY NOTES ZONING DISTRICT: R-25 DISTRICT riPlari71;00 1`�'■■REQUIRED: EXISTING: PROPOSED: � .ei Wow 1. DATUM IS NAVTaaMIN. LOT SIZE 25,000 S.F. 7,688 S.F. 7,686 S.F.2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO MIN. LOT FRONTAGE 150' 88.6' 88.6' BE USED FOR LOT LINE STAKING OR ANY OTHERMIN. FRONT SETBACK 30' 29.8' 30.3'PURPOSE. MIN. SIDE SETBACK 15' 5.1' 13.0YI3.COxTPAciaR SHALL BE RESPaxsIBLE FOR cAULNc MIN. REAR SETBACK 20' 4.6' 26.7'DIGSAFE(1-888-34 -7233)AND VERIFYING THE MAX. BUILDING COVERAGE 25E 18.78 18.SR i1Ii1 PRCATITO CO ALL CEDENGRGUND k OVERHEAD unOTES MAX. BUILDING HEIGHT 35' 27.51 J'will PRIOR TO COMMENCEMENT UNDERT OF WORK. 4. EXISTING SEPTIC LOCATOR PER PE-CARO ON FILE WTH TOMO. •A CHIMNEY MAY PROJECT NOT MORE THAN (32) INCHES INTO ANY REQUIRED YARD (SECTION 20}.5)S iL00D RESISTANT FOUNDATd!DESIGN BYOTHERS. FEMA COMPUANT GRADING REWIRED,LAGaLAB,VENTSON SIDES MIN. TITLE 5 VARIANCES REQUESTED: NOTE: TOP OF EXISTING LEACHING 8. GUTTERS AND DOWNOUTS TO BE DIRECTED TO FACILITY AT ELEV. 6.O'±. CONTRACTOR 15.211 EXISTING SEPTIC TANK TO PROPOSED - 1,,a4 Nantucket DAVY/ELLS OR ROYDRIP ONES TO STONE TRENCHES. TO CONFIRM SEPTIC TANK INVERT DWELLING (10' TO 4.21); A Sound • 7.EASING SEPTIC SYSTEM CONSISTS OF 1500 GAL ELEVATION PRIOR TO INSTALLING BUILDING EXISTING SAS TO PROP. GARAGE SLAB (10' TO 7.1') i SEPTIC TANK,D'60X AND INFILTRATOR/STONE LEACH SEWER. PROVIDE MIN. 2% PITCH FROM FIELD INSTALLED IN 2004. NEW DWEWNC TO CONNECT DWELLING TO EXISTING SEPTIC TANK. NOTE: TOP OF SAS IS BELOW SLAB ELEVATION. TO EXISTING SEPTIC TANK AT MIN. 2%PITCH, B. DWELLING TO REMAIN 2 BEDROOMS LOCUS MAP SCALE 1'=2000'± 15' TREE I ASSESSORS MAP 19 PARCEL 113 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL II) AS SHOWN ON COMMUNITY PANEL 80.30' I p25001C0589J DATED 7/16/2014 '�iii � r �i OWNER OF RECORD IEV9E.rA I EXI9➢x0 STEPHEN W. KOEHLER t Gem I GARAGE 9 KEVILLHARRISON AVE. 36" TREE � LAKEVILLE, MA 02347 �_ E%IS IDG � -111 R®POSED P DWELLING CARA I q la �� SLAB- lal &A8 ` n i n aLi, FnN.n.t REFERENCES DEED BOOK 7733 PACE 79 W D AlOOK 67 PACE 31 LOT 25 ilkSEPTIC AS-BUILT ON FILE AT BoH (INSTALLED 4/2004, DESIGNED BY DCE, INC.) s ej LOT 25 1f //� 7,fi86± 50. FT. / 4;..• BENCHMARK: L STONE BOUND . xoc DR S Id 10.8' NAwBB J P ) 1 Orr° / SITE PLAN OF #130 SOUTH SHORE DRIVE SOUTH YARMOUTH, MA PREPARED FOR STEPHEN & JENNIFER KOEHLER DATE: MAY 10, 2018 . REVISED: 10-18-2018 (REV. HOUSE FOOTPRINT) yayTxu.Vt c� JIEL kkk ofF 508-362-1511 fax 50B-362-9880 .g DAWELA OJALA A ).i tloWncnPR.cen Cr CIVIL 'O L LLA No 46502 J. Pao 43 G own cope engineerinB,/qt. ""x,9,42: (, es o civil engineers StOle:1"=20' 10-19 442) ,"s,G ^t E land surveyors —�—wok + 939 Main Street ( Rte 6A) DCE #03-358 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.LS. YARMOU7AAPOR7 MA 02675 03-358 ZONING SUMMARY NOTES ZONING DISTRICT: R-25 DISTRICT L� ..111M "� REQUIRED: EXISTING: PROPOSED: ■_o I.DATUM IS NA= MIN. LOT SIZE 25,000 S.F. 7,686 S.F. 7,686 S.F. A(y R -� MIN. LOT FRONTAGE 150' 88.6' 88.6' ^Y �� 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TOA UA 11. e I BE USED FOR LOT UNE STAKING OR ANY OTHER MIN. FRONT SETBACK 30' 29.8' 30.3' S „ I PURPOSE. MIN. SIDE SETBACK 15' 5.1' 13.0'4 3. CONTRACTOR SHALL EE RESPONSIBLE FOR CALLING - MIN. REAR SETBACK 20' 4.8' 26.7' , DIGSAFE(1-BBB-344-7233)AND VERIFIING THE MAX. BUILDING COVERAGE 25% 18.7% 18.5% 11. ,�,y=LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES MAX. BUILDING HEIGHT 35' 27.53 '�'' 1 PRIOR TO COMMENCEMENT OF WORK. 4.EXISTING SEPTIC LOCATION PER TE-CARD ON FILE NTH TOVM. 4A CHIMNEY MAY PROJECT NOT MORE THAN (32) INCHES INTO ANY REQUIRED YARD (SECTION 203.5) 5. 8000 RESISTANT FOUNDATION DESIGN BY OTHERS. FEMA COMPLIANT GRADING REQUIRED, LAGCSLAB, VENTS . ON SIDES MN. TITLE 5 VARIANCES REQUESTED: NOTE: TOP OF EXISTING LEACHING - 6.CUTTERS AND DOWNSPOUTS TO BE DIRECTED TO FACILITY AT ELEV. 8.0'3. CONTRACTOR 15.211 EXISTING SEPTIC TANK TO PROPOSED Loam Nantucket DRYWELLS OR ROOF DRIP ONES TO STONE TRENCHES. TO CONFIRM SEPTIC TANK INVERT DWEWNG (10' TO 4.2'); / Sound • 7.DCSTNG SEPTIC SYSTEM CONSISTS OF 1500 GAL ELEVATION PRIOR TO INSTALLING BUILDING EXISTING SAS TO PROP. GARAGE SLAB (10' TO 7.1') SEPTIC TANK,D'BOX AND INFILTRATOR/STONE LEACH SEWER. PROVIDE MIN. 2% PITCH FROM FIELD INSTALLED IN 2004. NEW DWELUNC TO CONNECT DWELLING TO EXISTING SEPTIC TANK. NOTE: TOP OF SAS IS BELOW SLAB ELEVATION. TO EXISTING SEPTIC TANK AT MIN• 2R PITCH. LOC US MAP 8.DWELLING TO REMAIN 2 BEDROOMS SCALE 1"=2000'3 ASSESSORS MAP 19 PARCEL 113 IS" TREE I LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) AS SHOWN ON COMMUNITY PANEL 80.30' fl25001C0589J DATED 7/16/2014 • o 'lOWNER OF RECORD lir .EMOmat 'EMO DSTEPHEN W. KOEHLER GARAGE 9 HARRISON AVE. ]6" TREEIli ��`��r- II I LAKEVILLE, MA 02347 f "EXISTING DZ4�R®POSED -ITT+ NI 1 ni DWELLING GABA . o • L LAB-111 SLAB n I n a TOF 7 R-,3J 111 — ; REFERENCES -�1DEED BOOK 7733 PAGE 79 DE K l PLAN BOOK 87 PAGE 31 LOT 25 £ SEPTIC AS-BUILT ON FILE AT BoH 1 ( (INSTALLED 4/2004, DESIGNED BY OCE, INC.) LOT 25 ` � 7,6863 SQ. FT. 4 aleBENCHMARK: STONE BOUND ' • UTK c,000 DRIVE e• 1a.e' NA Sa J SITE PLAN OF #130 SOUTH SHORE DRIVE SOUTH YARMOUTH, MA PREPARED FOR STEPHEN & JENNIFER KOEHLER ' DATE: MAY 10, 2018 REVISED: 10-18-2018 (REV. HOUSE FOOTPRINT) ixw mOLN�y,•' �y/AA�6 off 508-062-4541 +`� I fax 508-362-9980 { DANIELA L a^ DANIEL �T6. IY p '1 tloxncape.can O CIVIILL LA`C O"ALA m down cope engineering Inc, 0 No.48502 t A No.40E10,. „' , scDle:1"-20' y°`�-°+'�"..r,','4s. " " IA civil engineers I0-1g-10 a" ",_ii ne D$11W r..._ ( land surveyors 939 Main Street (Rte 6A) DCE #03-358 0 10 20 30 40 50 FEET DATE . DANIEL A. OJALA, P.E., P.LS. YARMOU7HPORT MA 02675 03-358 V U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date:November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Stephen Koehler A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 130 South Shore Drive City State ZIP Code South Yarmouth Massachusetts 02684 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Map 19 Parcel 113 A4. Building Use(e.g., Residential,Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat. 41°38'26.93" Long. 70°12'50.35 Horizontal Datum: 0 NAD 1927 Ex NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawispace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 842 sq ft b) Number of permanent flood openings in the crawispace or enclosure(s)within 1.0 foot above adjacent grade 5 c) Total net area of flood openings In A8.b 1,000 _ sq in d) Engineered flood openings? ❑x Yes 0 No A9.For a building with an attached garage: a) Square footage of attached garage 346 sq ft b) Number of permanent flood openings In the attached garage within 1.0 foot above adjacent grade 2 c) Total net area of flood openings In A9.b 400 sq In d) Engineered flood openings? ❑X Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number 62. County Name B3. State Yarmouth 250015 Barnstable Massachusetts 84.Map/Panel 65.Suffix 66. FIRM Index 57.FIRM Panel B8.Flood Zone(s) B9.Base Flood Elevatlon(s) Number Date Effective/ (Zone AO,use Base Revised Date Flood Depth) 25001C0589J J 07/16/2014 07/16/2014 AE EL 11 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile ❑X FIRM ❑ Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in Item 89: 0 NGVD 1929 ❑X NAVD 1988 ❑ Other/Source: B12. Is the building located In a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑X No Designation Date: ❑ CBRS 0 OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 „ OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. # FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 130 South Shore Drive City State ZIP Code Company NAIC Number South Yarmouth Massachusetts 02664 SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: j] Construction Drawings' ❑Building Under Construction` 0 Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: RTK GPS PER MTS NETWORK Vertical Datum:NAVD 88 Indicate elevation datum used for the elevations In Items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 10, 1 ❑x feet ❑ meters b) Top of the next higher floor 13. 1 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A, ❑x feet ❑meters d) Attached garage(top of slab) 11 1 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 13, 1 ❑x feet ❑ meters (Describe type of equipment and location In Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10,0 El feet 0 meters g) Highest adjacent(finished)grade next to building(HAG) 11,0 j] feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,Including _ 10,0 ID feet ❑ meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the Information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement maybe punishable by fine or Imprisonment under 18 U.S.Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ©Yes ❑No ❑Check here if attachments. Certifiers Name License Number Daniel A.Ojala 40980 `j OF Mggs Title so2��DANIEL 9cy�a Prof.Civil Engineer,Prof.Land Surveyor A Company Name o Place, vl Down Cape Engineering Inc. . NSggifD FHCr.@o�� Address t ts� 939 Main Street 44osum 0° City State ZIP Code Yarmouthport Massachusetts 02675 Signatu / Date Telephone r� "a-O1 I\•-Lot-1 g (508)362-4541 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) Vertical datum Is NAVD88 from MTS RTK GPS.All utilities to be located at or above the first floor elevation of 13.1 • FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 8 [fi ...... , .. , I -- . 12........ T 1 prcir i I .: I t 1 I -- '4 ........". • .L ...-I : I IF I:11111111] *re 26'beaut.o.f. ..41; j - 1 a '1"`'' ess' r . I gral ..c: -1 I7. ---————,-——---— . I CNII 1 - .,....0, - -I ... /So , I 1 GARAGE I t I Bottom o f Hood vents•23114-bectutaf 1 I Top of stdo•731/e below Lai g It z I _ I • ; I 11. rt, VII 1-1-1 r :._i . - I Beam rakes-61/7 belcw lip I 1 [1 I I rii07.. ..... .--r .w.—=1.--n—n.o. 1 1..1.1 LIJ L.!J 1 . I :-..,. I ' Top of slab front°Names , 3 i: 40.1 . 1 . 1 , 34, •133W Deb-total I ..,, x 1 o X i in>' a z g ,D en o cn ui j i . ri_ :RANI_5F'AGE sroRAGE i,: I • L _j 1.1 I ...I Ini OW ir CIAS. _ 1' a I I ..-Fir."1•T H5 . 1 1 !IN , --rirr- ---ni LJ LJ1 : 1 c2.- I . :- 1 1 f. 1 -4 ei , I . I J I F.777,-.7"?.. :77'7.7,-. ... I I r r J t t i ex -1 a •CI I ,- E )9± 1 :. L _......e,__ :, I II I '="4......._ , •It fete • DATE: i 9,2sits p.i.;••• SCALE: isAsmosi 1 ----nw--... • Foundation Nos (C)) (C)) 144 %.../ I \,...... TcP 0(Pten•10"belau Lo.f. SHEET: <z). 1V-5 . ZONING SUMMARY ZOIwG DISTRICT: R-25 DISTRICT - „'� NOTES 25.000 S.F. EAS1 S.F. PROPOSED: 6 y a M1w a Mal ON.LOT 531E 150OD]S 8.868 S 68.6 S.F.SF. 0;;11..%� MIN.LOT T SETBACK 150' 848' 688 A��1''' a lw n6x R Ea UNE nese Fa MNayImo leT m urt1 FRONT 4TBAD( SR 29.8 xis �", ' .�A( 6E L1uv MR u1 UNE nAwp 1 MN p119n MIN.530E SETBACK I5' 5.1' 13.0'• I �% MIK REAR SETBACK 20 A.8' 26.1 , , iih. 1 LNAACIOR Solt I[I 11 011 Em OHM MAX SUMO E COWRA(£25% 16.7% IB5% Wort D-NN0-344-nv)Ne wsEnnc TN[ MAX BUILDING HEIGHT 3S 27.52 A. 1 SEK IIN a'ALL IWJ C#JX WNW Vn1116 kris ANQ TO ONDKDIFIG Or O'Yl. a,,6 4 DISSEENINK LORAN.:PER TONIC OR a1 •A dwNEY MAY PROJECT NOT MORE 1141N(32)INCHES INTO ANY ) REQUIRED YARD(SECTION 203.5) 1 FLOW rtW.M S0NFMN[b11 Or 09 FN.CfvNLWl WONG NOM.1AG0A6 Mil ¶TILES VARIANCES REaJcsTw: • Cm 053 MN. TOP OF DI51INO LEACHING A 011719 Na WNa0AA m RE ant=m rActoy AT DIV.8 W*. CONTRACTOR 15.211 EXISTING SEP1C TANK TO PROPOSED NanwEc CR1Eue 1 s Np06P LAM m 51N¢1110.1110.06.oTO CONFIRM SEPTIC TANK INVERT DMflLHG(10'TO 4.2'): / 7.dao sox Mire Cvrmn a'ow WA ELEVATION PRIOR TO WSTNLNG BUILDING EASING SAS TO PROP.GARAGE 6JB(10'TO 7.13 1810 INC.64u No EN4.111A10Rry'11E LEAN SEWER. PROVIDE MIN.2%PITCH FROM N EV58'�➢C 20N'AT YILp O nromi N DWELLING TO FASTING SEPTIC TANK. NOTE TOP OF SAS IS BELOW SLAB ELEVATION. 24 LOCUS MAP 1 a IMAM 10 REYM 2 9fAKb6 SCALE 1'-2000a �/. ASSESSORS MAP 19 PARCEL 113 IS TREE AAS 9110VM GN COMMUNITY PANEL S IS WOOS FON FLOOD E SE n) mitt ed .• pSOOIW589J DATED 7/16/2014 ijflE D Im \''��)\�� OWNER OF RECORD aN'6�9 a '( STEPHEN K. AVE. pµ� 9 HARRISON AVE1`n! LAKEVILIE MA 0234.7 � REFERENCES 1►/9)- mA.u1 \ - e0 _ , E _ PLAN B 87 PLANEED BON<7733 BOOK LOT 25 ifil , IV 1 1 ON ME AT BM (INSTALLED LE AS-BUILT 4 DESIGNED BY DOE.NC.) 1 R '�� ` LOT 25 .. y . A 7.GB6!m FT. . 4:, BFNPIY 0.6 �� sine BLOND Da AE -lne'IUW6G 100000 rI SgogE '.1• F F f' •] 1� SITE PLAN Cr SOUTH YARMOUTH,SOUTHDRIVE MA PREPARED FOR STEPHEN & JEDAIU=ER KOEHLER 0 J DATE 9 10.2OUS -.3" J REVISED: 10DATE: B(REV. 2018 FOOTPRINT) D1MIlA Os4S y St 344-342-4541 Iwo tape engineerin`ine. Smle Pe20' A evil engineers 104-11G-IS `,,,,,,„,-.1' �"� /and surveyors 0 22 e. J �1 DATE DANIEL A OIALA.PP.L.P.LS. a YARNnaMPORSlab StreetT AM 02675 Rte 6.41 DCE 80310 -358 "-"e 1 ZONING SUMMARY NOTES ZONING DISTRICT: R-25 DISTRICT REWIRED: EXISTING: PROPOSED: q41kgram >�1.DATUM IS tlAWHflMIN. LOT SIZE 25,000 S.F. 7,686 S.F. 7,686 S.F. pr ti V�2 MIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO MIN. LOT FRONTAGE 150' 88.6' 88.6' 0- qA =aBE USED FOR LOT LINE STAKING OR ANY OTHERMIN. FRONT SETBACK 30' 29.8' 30.3' 4 .PURPOSE MIN. SIDE SETBACK 15' S.1' 13.0'• (" I CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING MIN, REAR SETBACK 20' 4.8' 26.7' MAX. BUILDING COVERAGE 25% 18.7% 18.5% , is DICBAFE(1-888-344-7233) AND VERIFYING THE • ;�� LOCATION OF ALL UNDERGROUND t4 OVERHEAD UTILITIES MAX. BUILDING HEIGHT 35' 27.5± ' PRIOR TO COMMENCEMENT OF WORK. �Ih�IN dye I. 4. EXISTING�SEPTC LOCATION PER it-CARD ON FILE 4A CHIMNEY MAY PROJECT NOT MORE THAN (32) INCHES INTO ANY REQUIRED YARD (SECTION 203.5) 5.FLOOD RESISTANT FOUNDADCN DESIGN BY OTHERS. FEMA COMPLIANT GRADING REQUIRED, LAGQAB, VENTS TITLE 5 VARIANCES REQUESTED: ON SIDES MIN. NOTE: TOP OF EXISTING LEACHING 8.GUTTERS AND DOVNSPOUTS TO BE DIRECTED TO FACIUTY AT ELEV. 0'1. CONTRACTOR 15.211 EXISTING SEPTIC TANK TO PROPOSED I. Nantucket 8. DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES TO CONFIRM SEPTIC TANK INVERT DWEWNG (10' TO 4.2) / Sound 7.EXISIND SEPTIC SYSTEM CONSISTS OF 1500 GAL SEWER. PROVIDE MIN, 2% PITCH FROM ELEVATION PRIOR TO INSTALLING BUILDING EXISTING SAS TO PROP. GARAGE SLAB (10' TO 7.1') SEPTIC TANK, D•BOX AND INFILTRATOR/STONE LEACH NEWDW FIELD INSTALLED IN 2004. NEW DWEWNG TO CONNECT DWELLING TO EXISTING SEPTIC TANK. NOTE: TOP OF SAS IS BELOW SLAB ELEVATION. TO EXISTING SEPTIC TANK AT MIN. 2b PITCH. LOCUS \I[1 P 5, DWELUNG TO REMAIN 2 BEDROOMS �0'± SCALE 1"=2000'3 t/ ASSESSORS MAP 19 PARCEL 113 15" TREE LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) rats_80.30: 1t� , AS SHOWN ON COMMUNITY PANEL #25001C05 9J DATED 7/16/2014 OWNER OF RECORD ,i ',�III. .EMO STEPHEN W. KOEHLER .EMO EXISTING I. GARAGE 9 HARRISON AVE, 36' •" • ' re _—� � r LAKEVILLE, MA 02347 • Nos EXISTING I', meal= DWEL POSED IS b DWEWNG GAR Ir o �� SLAB.2.11 sAB `3 FTTLR-;31 ---r. REFERENCES =, Kit _ _ �� DEED BOOK 7733 PAGE 79 op D K PLAN BOOK 87 PAGE 31 LOT 25 SEPTIC AS-BUILT ON FILE AT BoHIj (INSTALLED , DESIGNED BYoff BCE, INC.) f F LOT 25 A �� 7,6861 S0. FT. I 11110 I 3):" 9960 BENCHMARK: STONE BOUND ' 1 Oa A- Dg1VE _ 10.9 NAw88 - 511 ��e I - g / SITE PLAN 0.• �J OF .D n #130 SOUTH SHORE DRIVE • SOUTH YARMOUTH, MA PREPARED FOR STEPHEN & JENNIFER KOEHLER _ DATE MAY 10, 2018 :eOF"'t+' - ,J.T"°F REVISED: 10-18-2018 (REV. HOUSE FOOTPRINT) It DANIEL.. DANIEL\ 0.JALA „' A. \ ' off 508-362-4541 CIVIL a °JAL', fax 508 362-9880 No 46 502 No.40980„ on? o W:. . eowncope.con eo, 9 '.FSCSL ONel E'''' �,:tO PC"'E , Jowls cape engineering,inc... A civil engineers Scala:1"-2D' I Io-10-1� ' /i tVy land surveyors ( 9J9 Mo/n Street ( Rte 6A) `SI-IIDATE DANIEL A. OJALA, P.E., P.LS. YARMOU7HPORT MA 02675 DCE #03-358 0 10 20 30 40 50 FEET03-358 I TOWN OF YARMOUTH \ j REVIEWED FOR BUILDING AND ZONING CODE COMPLI- (iv SRI i ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE a-f 1 APPLICANT FROM THE RESPONSIBILITY 'AS BUILT'- Nor COMPLIANCE. DATE a-I g i8 S ILDIN FFICIAL > E A CERTIFIED AS BUILT IS REQUIRED 6 BEFORE FINAL INSPECTION FILE COPY t a . 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DESCRIPTION BY DATE f ? m 130 South Shore Drive 33 North Main Street �) a South Yarmouth, MA 02664 South Yarmouth, MA �c 1j '-' 1 c...untie., a ? 91'41/7 +1' 12' I 16'stm I 5 T r _,me Vent , I _ _ _ - 9 � I r -Bolt Sparing-24-d,la well- — —� I t Drbp 18' a 12"x 48" Pier I I E I--casrr "p top of pier=26"below t.o.f. ,,,,,6.,,.,_ - ,,I 1- l { r-1o1r r � � � - ) . I i TU I • a I :. • }N a I w •Bon Spacing•45'this wall — 7 — a r r tt 1 Vert vent_ _J i1 • — I — y JD r –Bolt Spacing wall J I I Bottom of flood vents=23 1/4"below t.o.f g M If GARAGE f Top of slab=23 1/4"below t.o.f 1 c 2 X r f r —t r I 1 r� s 1 m g. a c 3 +�4•n yr r-r s4I2 I so 1T a-n v4• .-r ' L 'J T LLi L'J L' J L' J @ ' I ��' ° o 2 € as Beam Pockets-6 t/2"below t.o.f.,typ. N I ``. ID t m Top of slab,front of garage I a' o s — ' I � 59; = 13 3/4" below t.o.f a°i Z o GRAINL SPACE STORAGE 92) I L j m ti) r . .., . N I H 0 Drop 18" - I rr rI Prn van r er T J F 6'41? r I-1 6'a w• r 1 ra t117 , I Ill X51 I • I — I ■ I I ■ I 2 I I °' v I 1—i->7 i, L_. —J L-- —I L_ J //'� " I �'�_ I 0 r 0(51oa �� , 4 C s rt I n E. —Bolt Sparing 45-this wall— — N N 3 t ° o- ea 7 € I r - i— J — o N } „� .§ ocsai r —Bolt Spacing•45•this wall — — J I It I I}I _ . 3 In to - L-6.... .11111111111...—”, 'r Ir 16 I — ,n3,2• 6r` n�.,d DATE: 9/29/18 I ¢ 'a e' S 55 `- ra1m ,--1- (0,4074')'-3 VT `I SCALE: Qj (O� B4 J Top of piers- 10"below t.o.f. Foundation Noted I 56\ SHEET: Pg-5 101 21'31/7 - + 17 + ,6.411/7 `I 1 `I 8 I 42 5/4" 41 rimy. / l QW. o DM wot 14107 IIni WilE F- 637/3" 11'41/7— - >I• 4•-21/B•-- Electri Dryer h w06471Th C r- . i i- — BAT i T'1 I Tile 0 UTILITY / attl<or,:o r J / Starr i ° €.� LAUNDRY 4 . - Duel Fuel / , 1. 0 GARAGE H • 01 KITCHEN DINING "'B - I ,n• 2 6 Wood _ 003 3 L _ _ _ _ _ _ � HALL I I I Wood c 1w9 .6. Q / O Tile - eI i 'm ea " Wood n I —5'4' m r-r-*-7'-11"- r-11/2•.1 N*� 1-1o•-"-r-11" a 03 f } 7103 p C _ 006 Rte. �Nn Z 3 F- T All O 1n en l.0 f .-.. Al_ -�, - F© N 3/4" ® I 6'91/4• •I s co .0 LIVING _' o BEDROOM u a a Wood Wood — `o k vial C• _C F3 1• -C O I ® �� _ ca o ± w03 j---1.,.:-tel -,--� —6 '� 1 en 7 r H • to m ! W04 m m I�� _ �i I t I DATE: 1 1 J:, 1 RECEIVED Y102 CP 14104 I, 9/29/18 • 5'113/4' T B'-51/4" k-7-31/4"H NOV [.U 2018 ii 22 I SCALE: DI HEALTH DEPT. Noted C 'GK _ _I 1st Floor SHEET: CH _ Pg-6 I` b-5• -I 6'-11/4" >1 7-13/4" E 2-7-13/4"- 0 0 W m r_ ____ _ l OC 3 f w u. 111 V• L. ii; H n ,n Ill o 70 I 1' \ c ._ CD • S IN' z3 -+ to � 0 ll o III � 2 CD U = jrn Z B'-6 3/4' r N ----- -). O i w 1-- (3 Co to Ao rnlli IrNM o ---1 A A 1 �: \ ar 1� x / o m I I Iii 3 "1 $ � � �" t. I - a z I ,Q L crsThl L� 3 I 1-.7-03/4• 101 to --I 0 rn C rn c rn 3 c • <o 3, o rn s 13 cn Oz. N A co 3- 156 0 A co0- ma 0 a) 013/4 a) e- X 1< 10' 10' i (T7h x Z T rr, , c; m o N < o m 1 0o p ciwwoc cicicicicicivvz � 1 1 (Z a a a a O O O O O O O O O c — 00 O 0000 — wN aOJaCP -10N ? wN � 3 OCP -1 ln -I,• wN3 ww m rn A A rn -twwwwwwrnNN — or m >> 0 > -1 -t -i -jr 22 a: a, N000 < CPC) pa > 2ENZ22P I@XXXXXXr CI cp CP CP m 03 CP D CP CP Cp r d _TiU 0 00 Ut j w w - 9 r Z w O 0 0 0 0 0 0 o 0 0 a G' 0 c . „ a v _ _ A 0 O O O = 0 cr QPCn cri el to -Ti 2 I- A C' w 0 ( I i 0 0 nnii C1-- o c N -` -' � � NN -• NN -• _. � rnrn 0Ic-. r aaN a NNS -• 4 - O O A -( -C -I r ArrArAArr` AI IP rn 3 z 0 rn rn A w Z w OSHEET TIRE: N0. DESCRIPTION BY DATE ,ti m � 9 � � Stephen & Jennifer Koehler George Davis, Inc. W 9 a m W m 130 South Shore Drive 33 North Main Street 3 2 b 1 A VS 4 South Yarmouth, MA 02664 South Yarmouth, MA ' • J n 1 } I -- I I Cross Sec n 1 1----I– I' L N x cp Gross! -0 1 r - .r III '{ s ( � ! N N ` Ir \ ' , x L J L _I I 0 Gross Section 4_: O /N \ E Ou N o l .JI I . I ia` _ O L J 1 P 9111 7 X — I 1 m 13 I II_I L _. 1 i i -- I—— o = — r. _ I r � .rI, , . , .,. , 1 V I r- Se 2 I I - L r N N ssoon EM — C Gross Section 10 O . • 1 L L _ J N ON O ._ Li ig WI ❑ J Cross Section 9 Gross Section 9 ,ti =o (A 1,2 rp Stephen & Jennifer Koehler George Davis, Inc. SHEET TME: NO. DESCRIPTION BY DATE Eo '? .. a -- 130 South Shore Drive 33 North Main Street 3 2 b 1 �" co South Yarmouth, MA 02664 South Yarmouth, MA A X 0o I Gro, j-� 5 TI: N N 1 G I J _. N u) a L - 1i oO X to a aJ - 1 02 --I I i Ct O Q r P %\\\r 7 I 7 1 I1 iii Ill tox X I— O II a -o— in. h cr. _ h o- .„ ir J _ L 1 1_, h r7 II I I II III 4, I t ,d to 2 in 1 Stephen & Jennifer Koehler George Davis, Inc. SHEET TITLE: NO. DESCRIPTION BY DATE 'q a m 130 South Shore Drive 33 North Main Street 3.21).1 s to South Yarmouth, MA 02664 South Yarmouth, MA • • r __ --1 II I � I1 + _ 11 L ,1 Grose Section 1 , , 1 0 ~ 1 l— , rqv 1 N Y _ — I 1 1 x 1 , chl _. o . N p_ __H_____, (3; X N � 1 rP IT • I p, ilk H a Itif I1 � II II - i roes Section 2 • 0 N / 1 Gro\! j 10 N I o x x 1.36: N Q __e tio P o O\ I I 1 Q n 41 II II II II LII fl F� L 5 • 4> erose Section I I K) x 1-1 Cross Section 3 I NCI x N W\ •x 0 N O oEO co • . • II II II II II II II II L i_ J to = o cl Stephen & Jennifer Koehler George Davis, Inc. SHEET TYRENa DESCRIPTTON BY DATE m :To130 South Shore Drive 33 North Main Street oK o South Yarmouth, MA 02664 South Yarmouth, MA I oo...se..,. .......... 1 1-1 YN 'u;nouae),y}nog bggZO yW '4}nouae,,4}nog 1-1 30�sN� ; � Jaz }asa}S wieH Na N ££ anNQ aouS t}noS Ohl v� ¢ w tp 31VO A9 NOUAR10534 'ON '3LI1J33N5 '7ul 'slneQ aeuoa9 JalyaorA as;lunar 'g uayda}g p N z N 1-4 n. IU 8 E 5 r F Hi h1Iti, p Syx p `»' t -. .o f O y� ¢ x 4 ` Y x ' x x Jb n f1 W .� P. r v 3a I 1-_ _ aLL 1 11 II � z ! J II N . .q y C O 1. x E 3 E D .v /z- .x. Li Z -J El A / , d i S\ ti con 78 f e ' ] I it' L 1=L . .....-V —` inc �' co = I 1p N t NN -o = n fD co fa- r r N x zA o I ETC- El CD0 -r113 N C o m 1 m 0 in c < = CD'( 7, cp 3 N SU n (D CO a ] 1 k-8. . s tem'� : . Pr ::OSP W = o r) 2 ? Stephen & Jennifer Koehler George Davis, Inc. SHEET TIRE: NO DEQ"°"°" BY DATE I q o W 130 South Shore Drive 33 North Main Street Q.2 b 4 avi�s8 N South Yarmouth, MA 02664 South Yarmouth, MA u W 4 Length dWal•27 ■ JJ ;I Full Height Pond••64' ,'i s as 1 Percentage Full Helght Panel•36% 27 Edge Nal 4'o.c Full Height th dtr • . Length d Wall•17 Full FkIgM Pend•17x' • Field Nall 17 oz. Length of flail•16'-6' Full Height Panel 5'-T Plate to frame-16d nails®5 ER b Percentage Fuc Height Panel•41% r—s Full Height Pond•14' Percentage Full He1gM Pond•47% 111111 Edge Nall b'o.c Length d Wal•17 Percentage Full Height Pend•65% Edge Nell b'oz. Fkld Nall 17 c.c. Edge Nall 6'o.c ate Field Nell l7 os. Plate to frame 16d nails®5/R FW HeIgK Paal•6'-0' m Field -,? Percentage Full Height Panel•5FieldNell 17 a.c Plate b name•16d nolle®9/R I Plate to frame-16d nails.5/R L... .. Edge Nall 5'o.c Plate fa frame-16d nab 4/R ' EE,j z 1- l • `—Cross Section 7 fug thof m•d5 6•.?� r Cross Section 6 Fu�tlll R PPawlngth of Vial•1T-5 �51 � Percentage Full Height Panel•23% Percentage Full Height Panel•40% .. _ • Maze Portal Wel Framing This Wall Edge Nal 6'o.c Maze Plaid Nal 17 o.c Fr //wlamr Signs lwraa.•� . 1. V PPlate to frama. e bel rnaAs® 0.001.Mi le IWY MYa.. _ 1 trh rn.uxnn-mr..•z : Z • / LIIII L...�� / il .:II II u ,..I 11 11 lr11nl.-c.r.,,1..f 1' !J.. r< r••.1M/Iib au.YrYMLN..]muAlYMib.ff V.i A 11 �� 11 11 ` 11 U V .•1•.IYlry bl�l•JIY canal N.b f ebMw'.. - t t' r u ?SOW W aYb Ww.YMLK�]p.M W itw.Tsc 1n (•...•bbbk bld�Iw1.•wa.. l.GYb.�i.• 1r r.Ysa1M.b.•Y.aYcanyon IY.bSab.b rM Mbb b l JbrM.wwb.-'a 0...b.N FI L L f.............. . -e f O L' Length d Vials 2T %��- am yII FW m Height Panel . t 7 . Percentage Fuc Height Panel•67% ,,.Edge Nall 4'o.c I - r_-' FkW Nall l7 o.c L L Plate 66ane-led nails N I, Elevation 5 °t 03 o I i Front Wall - Portal Frame I 1 Garage - Portal Frame with Hold Downs .ot34 a ZN :fr. c) _ c to Length offal•76' -, 4_, O Ful Height Panel•11'-1" ea 3 Percentage Full Height Panel•4196 ` �. O MN Edge Nal 6'0.4 A- N } P Meld N°A l7 a.c. p-m ..�-. Plate to frame-16d natla®5/R N 3 O Sheath Inside of garage wee - 111 to Length("Nee•511-6' Full Height Panel•Hamm]0'-T Percentage Full Height Parol•65%� ' Edge Nal 4'oz. DATE. LerglhdWatl•Y4' _ 4 Flad Nal l7 oz. / fir•- 1 FuA Height Pond•Z7'-0' �– a Ade to kerne 16d naia®5 IR t T-- �5heath Inside dbedroan I Datlt u.elU 9/29/18 • • �/ //A///y/ 3%/1//lJi'pf/ / ,� * Percentage Full Height Panel••90% : . , , 'Length d Pan 90'-6' SCALE: Edge Nell b'a.c. " Full Height PaM•Mlnlmum 1TA' '' Fleld Nall'?o.c ` Pereentage FUA Height Panel•57% r Noted 1 Plate to bane 16d ndb®9/R L / ;EdgeNOS'o-c. ., .,.,..,.., . f r t' SHEET /plat N�17o` 'Cross Section 10 " . ..%PUtebframe-tbd nails Cross Section 8 Cross Section 9 - Pg-13