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0132 SOUTH BAY ROAD
130 e _ OnrE34SAL® UNV 10503 WOE N USA REIPM mmmmrm comwm"Somw Pmavwam *WWAW"--ro sw�aw i 1 Anderson 781.857-1000 Fax 781-857-1054 Insulation, Inc. www.andersoninsul.com 706 Bmdkton Ave PO Box 2003 Abington, MA 02351 Insulation CertifCofv WORK AREA ITEM INSTALLED Underside of Roof R38 Icynene Pro Seal LE(cased CAI Foam 5.51n Detached Garage Under Fiat Roof Deck R-38 Icynene Pro Seal LE Closed Cell Foam 5.5in EXT.Walls 2x6 R-21 Icynene Pro Seal LE Closed Cell Foam 31n Windows and Doors Foamed EZ Ho Min Expansion Foam Garage/House Wall R-20 51/2 X 15 Kraft Faced Fiberglass Batts HD Garage/House Wall R 15 31/2 X 15 Kraft Faced FG Bads H1-Dens Understairs R-3010 X 16 Kraft Faced Fiberglass Batts Garage Walls R-21 Icynene Pro Seal LE Closed Cell Foam 3ln Garage Ceiling R-30 Icynene Pro Seal LE Closed Cell Foam 4.3in Floor R-30 Icynene Pro Seal LE Closed Cell Foam 4.31n Blodkers/Rim Joist R 21 Icynene Pro Seal LE Closed Cell Foam 31n Customer: Bayside Building,Inc. Job Number. 611894 Job Address r 132 South Bay Road-Ostervllle(Per Site Visit 5-4-2020)Talanian Residence 13 z_L Date Completed: Installer re 6-22-2020 - �/ 12UO AM ,nOJVAA EWS Xo8 04 IVIAM41 Man ME3Y! egsis b9 d VsteCl r2r.2 mr,:A 110 b:�ela 3J(sx'oz'i a:�rs:npl 6t•A 10cA 3n sb.`rY,brU r c.2 rr;09 Uot7 31 fc32,mV yrr>nyo18E-fi ?�ecl iv r_fi J:i�x:�nri • ruF.m5ot!!�:,tr3zuD 31 h;3c'ar9 srxany�l:S-s'� axi zt!sV1.TX3 msai r"oi .qx9 nih7 ow i9 bsmso=moot bon embnM OH ej<2zctpisdH ts:)el AmA a,i X S\[a OS-;; I`sw sax:H�gemC zva-Ili'a#-'a cal bw--a ffhlx 21 Y.S\2 E i.-A OWN^ l�rli\E�5 t5K 29sH bsos i ft-tX W X 01 OE-1 2:rtizt9btiU r!i£+:.&o-I t 97 bgzuO 91 IW orA sn--qVI IS-P As%l ggm-:) muA U;bs,t)D 16s2 or4 emripl OC-A Q1130 sas163 r.?E.t-mrol Hs7 besot)3t tc.Q ail sn9gpl OE-A 100H rlt mfal M bgwD 3J!c P cA of Y tS-Fi 127k r&"-.Tw!o Dn],pr::bibuA ebl:-Yzu : ►s aizul -iPal1a oodmuYl floE tns!ri&.T(OSGS-P-2.IlaN alit rrq}gfttox-OWA YfA;tt►x 2 SEtx 0 cz—,,AbbA dot • �R:b1�5A h!&Ao!nlDD Well r ` eruksr.T2»!.w l i i Anderson 781-857-1000 Fax 781-857-1054 Insulation, Inc. www.andersoninsul.com 706 Brockton Ave PO Box 2003 Abington, MA 02351 Insulation Certificate WORK AREA MM INSTALLED Underside of Roof R-38 Icynene Pro Seal LE posed Cell Foam 5.51n r DCT.Walls 2x6 R-21 Icynene Pro Seal LE dosed Cell Foam 31n �0 2 ZQ.0 Basement Blockers&Runners R 21 Icynene Pro Seal LE dosed Cell Foam 31n e.9R1 Basement Walls R-21 Icynene Pro Seal LE dosed Cell Foam 3in STge`� Wall Betw Fin/Unfln Areas. R-20 5 1/2 X 15 Kraft Faced Fiberglass Batts HD Windows and Doors Foamed EZ Flo Min Expansion Foam Wall Betw Fin/Unfln Areas R-15 3 1/2 X 15 Kraft Faced FIG Batts Hi-Dens Basement Ceiling R-19 6 X 16 Kraft Faced Fiberglass Batts Basement Ceiling 3X15 Sound/Fire Batts Mineral Wool Walk-out Walls R-20 51/2 X 15 Unlaced Fiberglass Batts HD Walk-out Walls 4 Mil Flame Retardent Poly r` Overhang R-30 Icynene Pro Seal LE dosed Cell Foam 4.31n Customer: Bayslde Building,Inc. Job Number: 611894 Job Address 132 South Bay Roads OsteMlle(Per Site Visit 5.4-2020)Talanlan Residence c� Date Completed InsWiler Signature 6-12-2020 i(ol(YNENE The Evolution of Insulation March 2, 2018 p t'o ✓ y ' �N 1 pT To Whom It May Concern "44/ 2'?0'20 OFeARNS T�e4,6 Re: Clarification to ESR 3500 for Icynene ProSealTm Application in Unvented It has come to our attention that clarification is needed regarding Icynene ProSealTm applications in unvented attics as noted in.ICC-ES report 3500 and the compliance with the 2015 International Residential Code (IRC). In the 2015 IRC, section R316.5.3, the use of foam plastics in attics without a thermal barrier is noted. Item 3, outlines one of the conditions for compliance in that"The foam plastic insulation has been tested in accordance with Section R316.6". IRC section R316.6 clearly states that foam plastic shall be specifically approved on the basis of one of the following approved tests: NFPA 286 with the acceptable criteria of section R302.9.4, FM 4880, UL 1040 or UL 1715 or the specific approval shall be based on an actual end use configuration. Appendix X of the ICC Evaluation Service Acceptance Criteria AC 377 follows the NFPA 286 test with the acceptable criteria of section R302.9.4. Section 6.1 in the evaluation service report confirms that test data in accordance with Appendix X of AC377 were submitted. As a result, section 4.4.2.1 of the evaluation service report indicates that ProSealTm spray foam insulation in an unvented attic application may be left exposed to the attic without a prescriptive ignition barrier or an intumescent coating. If there are any questions on this topic do not hesitate to contact me. Yours truly, John Broniek P. Eng. Engineering Manager ICYNENE CORP. - 438 MAIN STREET,SUITE 100,BUFFALO NY 14202-3207 PHONE:800.758.7325 1 FAX:905.363.0102 1 WWW.ICYNENE.COM • `t Mk ,S dowwl nieonoO ysM tl modal clT rti�`l4 bajnevnU ni noijrsoilc;gA " Iso2m9 erismol iu3 ORC ,98zi " of nclfsoilhsi7 :S.q '�ls�2of?sagnv:11 Gnibirpsi hebem ai nc.t ffiir to Ird) noitrisn wo Cit of-mo't asd 11 rij w sonsilamoo eil bni; 00 .E iicgzn 8:3-J01 ni baton as, eoills bs,"nevnu n; anoitr,3Hggs (091) sbcO Isitriebiae, irrioijfir118tr11 Gros arlt lsrriledl u fuoritiw a.)ilts ni �iJaslq msol to saz, erlf C a.8 P 7oitasa ,�ifi? t t G" ad) ni maol 6riT°'fs;it fit a;i,fsilgrn:i.� to noijjbrioa Brit�o ana 2eniliuti ,E rn9i! .baton 21.ehisd Wait^ar: OFi! noit.:a2 r'fiw :;onsbioxs ni betasj need zsri noij,luarii oikfilq erlo to ai2rd :grit no bevoiggra ylism"Tinecle ad llsria oiiaslq moo} Isdi ae?ssa VI-Iss'o 06.0rep noit s?to shwilo sldWgaaoa grit rifiw W Z A11914 :2faef b-)voiggs gniwalliot orii to rs no hsasd ad lisde lravoiggs oiti3we Brit;r atTt JU 70 04 1r Al ,088h fvl: ,,.i? WC9, .rioitcluollrim eau b`13 [Goys A9:;O sdi evvollcl «F DA shstii%) tio,;Imirv-3 731 z)44}o X xibn9(IgA nuijsf-Isve 901 rir t.r)noitoo2 .ke.Mfl noijo5ato shatilo aldutq®Jor 5(it f:tlY lee) uUS 5:7ew TMOA.io X xii.)nsggA ritiw :onsmoo:,s ni stsb t?pf;snj armilnca togs 9aivlez ,bntiimJua `"TIs93, aiq ;srli aalmibni liogoi soivis2 noijsulsve srt,to noitosa ;411uufm s aA ' OW , erlt of bszogxa t3al ad vsm nviMailcas oitts ba3nevnir rfs ni noiielusni rceo3 ysiga grit oa irisoaalfiutrEi ns 70 whisd naitinpi 5vitc;il;1~a7G ,+.�c�riiiv� .am taotnoo Ct wfGtiaeri ton orb gigot MI nri 2ffodeovp yrir aif;eio t N + Mull a~uo'r pnEi A Aalnm8 ndoL lensnf;;.� prihesninm3 SC: SuS�t YO OJA:iiU8.t7U 37fU2 73all3 b IVA M - 9FIC-} 3V'OMY71 2" 2f✓-+i IN I 10tO E;k.8 0';XA:l l $S6C.8i'C.CQA::3V VHG w Most Widely Accepted andTrusted E EVALUATION ICC-ES Evaluation - . .RVICE 00 ICC-ES 1 : , , . , reportThis DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 2100—THERMAL INSULATION 40& REPORT HOLDER: �0/1 I�10 �Rysr ICYNENE, INC. 9��F EVALUATION SUBJECT: ICYNENE PROSEAL, ICYNENE PROSEAL LE, ICYNENE PROSEAL HS AND PROSEAL H5-O IGC ICC ICG s PMG 6/i7/W 110 r\� "2014 Recipient of Prestigious Western States Seismic Polity Council ■ oft (W.SSPC)Award in Excellence" A Subsidiary of �n rom�x . ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied as to any finding or other matter in this report,or as to any product covered by the report. MOAEC ,M 8-Y. g1000 Copyright 0 2019 ICC Evaluation Service, LLC. All rights reserved. ESEVAUtAMN Most Widely Accepted and Trusted IMES Evaluation Report ESR-3500 Reissued January 2019 This report is subject to renewal January 2020. www.icc-es.orq 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE IRC and the 2018 and 2015 IBC, the insulation may be PROTECTION used as air-impermeable insulation when installed in Section:07 21 00—Thermal Insulation accordance with Section 3.4,and as a vapor retarder when installed in accordance with Section 3.5. Icynene ProSeal REPORT HOLDER: and Icynene ProSeal LE spray foam may be used in fire- resistance-rated construction when installed in accordance ICYNENE,INC. with Section 4.5, and in Types I through IV construction when installed in accordance with Section 4.6. The EVALUATION SUBJECT: insulation may be used as an aftemative to the water- resistive barrier required in IBC Section 1404.2 and IRC ICYNENE PROSEAL, ICYNENE PROSEAL LE, ICYNENE Section R703.2 when installed as described in Section 4.7. PROSEAL H5 AND PROSEAL H5-0 3.0 DESCRIPTION 1.0 EVALUATION SCOPE 3.1 ProSeal Insulation: 1.1 Compliance with the following codes: Icynene ProSeal and Icynene ProSeal LE foam plastic ■ 2018, 2015, 2012 and 2009 International Building insulation is a two-component, medium-density, closed- Code®(IBC) cell, spray-applied foam plastic with a nominal density of 2.4 pcf. Icynene ProSeal H5 and Icynene ProSeal 1-15-0 ■ 2018, 2015, 2012 and 2009 International Residential foam plastic insulation is a two-component, medium- Code®(IRC) density, closed-cell, spray-applied foam plastic with a ■ 2018, 2015, 2012 and 2009 International Energy nominal density of 1.5 pcf. The polyurethane foam is Conservation Code®(IECC) produced by combining Icynene Based Seal MDI Properties evaluated: isocyanate (the A component) and Icynene ProSeal resin (the B component). The products have a shelf life of 12 ■ Surface-burning characteristics months when stored in factory-sealed containers at ■ Physical properties temperatures between 60OF and 850F (16°C and 29°C). IN Thermal resistance(R-values) The Icynene ProSeal is supplied in one formula for all climates. ■ Attic and crawl-space installation The attributes of the insulation have been verified as ■ Air permeability conforming to the requirements of ICC 700-2008 Section ■ Vapor permeability 703.2.1.1.1(c) as an air impermeable insulation. Note that decisions on compliance for those areas rest with the user ■ Fire-resistance-rated construction of this report. The user is advised of the project-specific ■ Water-resistive barrier provisions that may be contingent upon meeting specific ■ Exterior walls of Types I-IV construction conditions, and the verification of those conditions is outside the scope of this report.These codes or standards 1.2 Evaluation to the following green standard: often provide supplemental information as guidance. ■ 2008 ICC 700 National Green Building Standard'm 3.2 Surface Burning Characteristics: (ICC 700-2008) The Icynene ProSeal and Icynene ProSeal LE insulation, Attributes verified: at a maximum thickness of 4 inches (102 mm) and a ■ See Section 3.1 nominal density of 2.4 poi and Icynene ProSeal H5 and 2.0 USES lcynene ProSeal 1-15-0 at a maximum thickness of 4 inches (102 mm)and a nominal density of 1.5 pcf, have a flame- Icynene ProSeal, Icynene ProSeal LE, Icynene ProSeal H5 spread index of 25 or less and a smoke-developed index of and Icynene ProSeal 1-15-0 spray foam is used as a 450 or less when tested in accordance with ASTM E84 nonstructural thermal insulating material in Types I, 11, 111, (UL 723). IV and V construction under the IBC and dwellings under 3.3 Thermal Resistance: the IRC. The insulation is for use in wall cavities, floor Icynene ProSeal and Icynene ProSeal LE insulation has a assemblies, ceiling assemblies, or attics and crawl spaces thermal resistance, R value, at a mean temperature of when installed in accordance with Section 4.4. Under the 75OF(24°C)as shown in Table 1. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not sped lcally addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warrmny by ICC Evaluation Service,LLC,express or implied as to arty finding or other matter In this repay%or as to any product covered by the report Copyright®2019 ICC Evaluation service,LLC. All tights reserved. Page 1 of 6 ESR4500 I Most Widely Accepted and Trusted Page 2 of 6 Icynene ProSeal H5 and Icynene ProSeal 1-15-0 insulation must be installed at a minimum thickness of 1.4 insulation has a thermal resistance, R-value, at a mean inches(35.6 mm).Where Icynene ProSeal H5 and Icynene temperature of 75°F (24°C) as shown in Tables 2 and 3, ProSeal 1-15-0 is used as an air-impermeable barrier, such respectively. as in unventilated attic spaces regulated by 2018, 2015 3.4 Air Permeability: and 2012 IRC Section R806.5 (2009 IRC Section R806.4) or 2018 IBC Section 1202.3 (2015 IBC Section 1203.5), Icynene ProSeal and Icynene ProSeal LE insulation, at a the insulation must be installed at a minimum thickness of minimum 1.44nch (35.6 mm) thickness, is considered 1 inch (25.4 mm).The insulation is applied to the intended air-impermeable insulation in accordance with 2018 IBC thickness, with the first pass being at the maximum Section 1202. (2015 IBC Section 1203.3) and 2018, 2015 thickness set forth in the manufacturer's published and 2012 IRC Section R806.5(2009 IRC Section R806.4), installation instructions. Where multiple passes are based on testing in accordance with ASTM E2178. required, the cure time between each pass is in Icynene ProSeal H5 and Icynene ProSeal 1-15-0 accordance with the manufacturer's instructions. insulation, at a minimum 1.0-inch (25.4 mm) thickness, is 4.3 Thermal Barrier: considered 4.3.1 Application with a Prescriptive Thermal Barrier: air-impermeable insulation in accordance with 2018 IBC Icynene ProSeal, Icynene ProSeal LE, Icynene ProSeal H5 Section 1202.3(2015 IBC Section 1203.3)and 2018,2015 and Icynene ProSeal 1-15-0 spray foam insulation must be and 2012 IRC Section R806.5(2009 IRC Section R806.4), separated from the interior of the building by an approved based on testing in accordance with ASTM E2178. thermal barrier.When installation is within an attic or crawl 3.5 Vapor Permeability: space as described in Section 4.4, a thermal barrier is not Icynene ProSeal and Icynene ProSeal LE insulation he a required between the foam plastic and the attic or crawl �� space, but is required between the insulation and the vapor �permeance of less than 1 perm (5.7x10" kg/ interior of the building. There is no thickness limit when Pa-s-m ) at a minimum thickness of 1.5 inches (38.1 mm)the applicable code. installation is behind acode-prescribed thermal barrier required by and may used where a Class II vapor retarder is except as noted in Sections 4.4.2.1,4.4.2.2 and 4.4.3. Icynene ProSeal H5 insulation has a va or permeance of 4.3.2 Application without a Prescriptive Thermal less than 1 perm (5.7x10'11 kg/Pa-s-m�) at a minimum Barrier with DC 315 Coating: Icynene ProSeal and thickness of 2.25 inches (57.2 Pa- and may used Icynene ProSeal LE may be installed without the approved where a Class II vapor retarder is required by the thermal barrier prescribed in IBC Section 2603.4 and IRC applicable code. Section R316.4,when the installation is in accordance with this section. The Icynene ProSeal insulation and the DC Icynene ProSeal 1-15-0 insulation has a vapor permeance 315 Coating may be spray-applied to the interior facing of of less than 1 perm (5.7x10-" kg/Pa-s-m2) at a minimum walls,the underside of roof sheathing or roof rafters,and in thickness of 2 inches(25.4 mm)and may be used where a crawl spaces,and may be left exposed as an interior finish Class 11 vapor retarder is required by the applicable code. without a 15-minute thermal barrier or ignition barrier. The 3.6 Coatings: thickness of the insulation applied to the underside of the roof sheathing must not exceed 14 inches (356 mm). The 3.6.1 DC 315: DC 315 Coating ES( R-3702), thickness of the insulation applied to vertical wall surfaces manufactured by International Fireproof Technology, Inc./ must not exceed 8 inches (203 mm). The insulation must Paint to Protect Inc., is a water-based coating supplied in be covered on all surfaces with DC 315 Coating at a 5-gallon (19 L) pails and 55 gallon (208 L) drums. The minimum wet film thickness of 24 mils wet (0.61 mm) [16 coating material has a shelf life of 12 months when stored mils dry(0.41 mm)]at an application rate of 1 gallon(3.8 L) in factory-sealed containers at temperatures between 50OF per 66.8 square feet (6.15 MZ). The coating must be (10°C)and 80OF(270C). applied over the Icynene ProSeal insulation in accordance 4.0 DESIGN AND INSTALLATION with the coating manufacturer's instructions, ESR-3702 and this report. Surfaces to be coated must be dry, dean, 4.1 General: and free of dirt, loose debris and other substances that Icynene ProSeal, Icynene ProSeal LE, Icynene ProSeal H5 could interfere with adhesion of the coating.The coating is and Icynene ProSeal 1-15-0 must be installed in applied in one coat with low-pressure airless spray accordance with the manufacturer's published installation equipment. instructions, this report and the applicable code. The 4.4 Attics and Crawl Spaces: manufacturer's published installation instructions and this 4.4.1 Application with a Prescriptive Ignition Barrier: report must be strictly adhered to, and a copy of the When Icynene ProSeal, Icynene ProSeal LE, Icynene instructions and this evaluation report must be available on ProSeal H5 and Icynene ProSeal H5-0 insulation is the jobsite at all times during Installation. installed within attics or crawl spaces where entry is made 4.2 Application: only for service of utilities, an ignition barrier must be Icynene ProSeal, Icynene ProSeal LE, Icynene ProSeal H5 installed In accordance with IBC Section 2603.4.1.6 or IRC and Icynene ProSeal 1-15-0 must be applied using spray Sections R316.5.3 and R316.5.4, as applicable. The equipment specified by Icynene, Inc. The insulation must ignition barrier must be consistent with the requirements not be used in areas having a maximum service for the type of construction required by the applicable temperature greater than 180OF (820C), must not be used cede, and must be installed in a manner so that the foam in electrical outlet or junction boxes or in contact with rain plastic insulation is not exposed. Icynene ProSeal and or water, and must be protected from the weather during Icynene ProSeal LE insulation may be installed in and after application.Where Icynene ProSeal and Icynene unvented attics in accordance with 2018 IBC Section ProSeal LE is used as an air-impermeable barrier, such as 1202.3(2015 IBC Section 1203.3)or 2018,2015 and 2012 in unventilated attic spaces regulated by 2018, 2015 and IRC Section R806.5(2009 IRC Section R806.4). 2012 IRC Section R806.5 (2009 IRC Section R806A) or 4.4.2 Application without a Prescriptive Ignition 2018 IBC Section 1202.3 (2015 IBC Section 1203.3), the Barrier.Where Icynene ProSeal spray foam is installed in I ESR4500 I Most W/delyAccepted and Trusted Page 3 of 6 an attic or crawl space without a prescriptive ignition 4.5 One-hour Non-load-bearing Fire-resistance-rated barrier, in accordance with Sections 4.4.2.1 and 4.4.2.2, Wall Assembly: the following conditions apply: 4.5.1 Exterior Face: Nominally 6-inch-deep (152 mm), 1. Entry to the attic or crawl space is only for the service No. 18 gage galvanized steel studs, spaced 16 inches of utilities and no storage is permitted. (406 mm) on center, are fastened to No. 18 gage 2. There are no interconnected attic, crawl space or galvanized steel floor and ceiling tracks. One lager of basement areas. /24nch-thick (12.7 mm) Georgia Pacific DensGlass Gold Exterior Sheathing is installed parallel to the steel studs 3. Air in the attic or crawl space is not circulated to other with vertical joints offset a minimum of 16 inches(406 mm) parts of the building. from the vertical joints of the interior Type X gypsum board, ion air is provided in accordance with IMC and the horizontal joints offset a minimum of 24 inches 4. Combust Mechanical Code Section 701. (610 mm) from the horizontal joints of the gypsum board. (Intemad ion The sheathing is attached using 1 /44nch long (31.7 mm), 5. Attic ventilation is provided when required by 2018 IBC self-drilling drywall screws spaced 8 inches (203 mm) Section 1202.2.1 (2015, 2012 and 2009 IBC Section on center around the perimeter and in the field. Hohmann 1203.2) or IRC Section R806, except when & Barnard DW-10 brick ties, 6 inches (152 mm) long air-impermeable insulation is permitted in unvented by 11/2 inches (38 mm) wide, are spaced 16 inches attics in accordance with 2018 IBC Section 1202.3 (406.4 mm) on censer vertically on each steel stud, and (2015 IBC Section 1203.3) or 2018, 2015 and 2012 secured using two 1 /s-inch4ong(41.3)self-drilling screws, IRC Section R806.5(2009 IRC Section R806.4). through 4-inch rti 02 mm) red Gay brick [3'/2 inches (89 mm) by 2/4 inches (57 mm) by 73/4 inches 6. Under-floor (crawl space) ventilation is provided when (197 mm)], laid in a running bond pattern with Type S required by 2018 IBC Section 1202.4 [2015 IBC mortar, leaving a nominally 1-inch (25.4 mm) air gap Section 1203.4 (2012 and 2009 IBC Section 1203.3)] between the brick and the exterior sheathing. The stud or IRC Section R408.1,as applicable. cavity is filled with Icynene ProSeal insulation and Icynene 4.4.2.1 Attics and Crawl Spaces - Uncoated: The ProSeal LE to a maximum nominal thickness of 6 inches. thickness of the Icynene ProSeal and Icynene ProSeal LE 4.5.2 Interior Face: Type X gypsum board, 5/e inch foam plastic applied to the underside of the roof sheathing (15.9 mm) thick and complying with ASTM C1396, is and/or rafters, or the underside of floors, must not exceed applied to the interior side with the long edge parallel to 8 inches (203 mm). The thickness of the spray foam steel studs, and is secured using 11/4-inch-long (32 mm), insulation applied to vertical wall surfaces must not exceed self-drilling drywall screws spaced 8 inches (203 mm) on 6 inches(152 mm).The insulation does not require a code- center around the perimeter and 12 inches (305 mm) on prescribed ignition barrier or coating. center in the field. The gypsum board joints must be The thickness of the Icynene ProSeal H5 and Icynene treated with vinyl or casein, dry or premixed joint ProSeal 115-0 foam plastic applied to the underside of the compound applied in two coats to cover all exposed screw roof sheathing and/or rafters, or the underside of floors, heads and gypsum board butt joints. A minimum 2-inch- must not exceed 6 inches (152 mm). The thickness of the wide (51 mm) paper, plastic, or fiberglass tape is spray foam insulation applied to vertical wall surfaces embedded in the first layer of compound over butt joints of must not exceed 6 inches (152 mm). The insulation does the gypsum board. not require a code prescribed ignition barrier or coating. 4.6 Exterior Walls In Type I,II,111 and IV Construction: 4.4.2.2 Attic and Crawl Spaces-Coated:The thickness 4.6.1 General:When used on exterior walls of Types I, 11, of the Icynene ProSeal and Icynene ProSeal LE foam III or IV construction, the assembly must comply with IBC plastic applied to the underside of the roof sheathing Section 2603.5 and this section, and the Icynene ProSeal and/or rafters, or the underside of floors, must not exceed and Icynene ProSeal LE insulation must be installed at a 14 inches (356 mm). The thickness of the spray foam maximum thickness as described in Table 4.The potential insulation applied to vertical wall surfaces must not exceed heat of Icynene ProSeal insulation is 2288 Btu/ft2 8 inches(203 mm). (25995 kJ/m2) per inch of thickness, when tested in The Icynene ProSeal and Icynene ProSeal LE insulation accordance with NFPA 259. must be covered on all surfaces with DC 315 Coating at a 4.6.2 Specific Wall Assemblies: Wall assemblies minimum dry film thickness of 3 mils (0.08 mm) [wet film complying with Section 4.6 must be as described in thickness of 4 mils(0.10 mm)]at a rate of 401 square feet Table 4. (37 m2)per gallon(3.8 Q. 4.7 Water-resistive Ranier: The DC 315 Coating must be applied over the Icynene Icynene ProSeal and Icynene ProSeal LE insulation may ProSeal and Icynene ProSeal LE insulation in accordance be used as an alternative to the water-resistive barrier with the coating manufacturer's instructions and this report. prescribed in IBC Section 1404.2 and IRC Section R703.2, Surfaces to be coated must be dry, clean, and free of dirt, when installed on exterior walls as described in this section loose debris and other substances that could interfere with the insulation must be spray-applied to the exterior side of adhesion of the coating.The coating is applied in one coat with low-pressure airless spray equipment. sheathing, masonry or other suitable exterior wall substrates to form a continuous layer of 1 inch (25.4 mm) 4.4.3 Use on Attic Floors: Icynene ProSeal and Icynene minimum thickness.All construction joints and penetrations ProSeal LE insulation may be installed exposed at a are to be completely sealed with Icynene ProSeal or maximum thickness of 14 inches (356 mm) between and Icynene ProSeal LE insulation. over the joists in attic floors. The insulation must be 5.0 CONDITIONS OF USE separated from the interior of the building by an approved thermal barrier. An ignition barrier in accordance with the The Icynene ProSeal, ProSeal LE, Icynene ProSeal H5 IBC Section 2603A and IRC Section R316.5.3 may be and Icynene ProSeal 115-0 spray foam insulation omitted. described in this report complies with, or is a suitable ESR4500 I Most Widely Accepted and Trusted Page 4 of 6 alternative to what is specified in, those codes listed in 6.3 Report of vapor permeance test in accordance with Section 1.0 of this report, subject to the following ASTM E96. conditions: 6.4 Engineering analysis of a fire-resistance test in 5.1 The product must be installed in accordance with accordance with ASTM El 19. the manufacturer's published installation instructions, 6.5 Engineering analysis of a fire test in accordance with this evaluation report and the applicable code. In the NFPA 285. event of a conflict between the manufacturer's published installation instructions and this report, this 6.6 Report of a room comer fire test in accordance with report governs. NFPA 286. 5.2 The insulation must be separated from the interior of 6.7 Report of a potential heat test in accordance with the building by an approved thermal barrier in NFPA 259. accordance with IBC Section 2603.4, except when 6.8 Report of a critical radiant flux test in accordance with installation is as described in Section 4.3.2 or in attics ASTM E970. and crawl spaces as described in Section 4.4.2. 5.3 The insulation must not exceed the thickness and 6.9 Reports of tests in accordance with applicable density noted in Sections 3.2,4.3, 4.4,4.5 and 4.6 of sections of the ICGES Acceptance Criteria for Foam this report. Plastic Sheathing Used as Water-resistive Barriers (AC71), dated February 2013 (editorially revised 5.4 The insulation must be protected from the weather January 2018). during and after application. 7.0 IDENTIFICATION 5.5 The insulation must be applied by installers certified 7.1 Containers of Icynene ProSeal, Icynene ProSeal LE, by Icynene,Inc. Icynene ProSeal H5 and Icynene ProSeal 1-15-0 5.6 Use of the insulation in areas where the probability of components are identified with a label bearing the termite infestation is "very heavy" must be in Icynene, Inc., name and address; the product trade accordance with IRC Section R318.4 or 2018, 2015 name [Icynene ProSeal]; the lot number, the flame and 2012 IBC Section 2603.9 (2009 IBC Section spread and smoke developed indices; mixing 2603.8),as applicable. instructions; density; the shelf life and the expiration 5.7 Jobsite certification and labeling of the insulation must date;and the evaluation report number(ESR-3500). comply with 2018 or 2015 IRC Sections N1101.10.1 The International Fireproof Technology Inc./Paint To and N1101.10.1.1 (2012 IRC Sections N1101.12.1 Protect, Inc., DC 315 intumescent coating is identified and N1101.12.1.1 or 2009 IRC Sections N1101.4 and with the manufacturer's name, the product trade N1101.4.1) and 2018, 2015 and 2012 IECC Sections name and address, use date of manufacture,shelf life C303.1.1, C303.1.1.1, R303.1.1 and R303.1.1.1 or expiration date, manufacturer's instructions and (2009 IECC Sections 303.1.1 and 303.1.1.1), as evaluation report number(ESR-3702). applicable. 7.2 The report holder's contact information is the 5.8 The A and B components of the insulation are following: produced under a quality-control program with ICYNENE,INC. inspections by ICGES. 6747 CAMPOBELLO ROAD 6.0 EVIDENCE SUBMITTED MISSISSAUGA,ONTARIO L5N 21-7. 6.1 Data in accordance with the ICGES Acceptance CANADA Criteria for Spray-applied Foam Plastic Insulation, (905)363-4040 (AC377), dated April 2016 (editorially revised April www.icvnene.com 2018), including reports of tests in accordance with levansAlcvnene.com Appendix X of AC377. 6.2 Report of air permeance test in accordance with ASTM E2178. ESR4500 ( Most Widely Accepted and Trusted Page 5 of 6 TABLE 1 THERMAL RESISTANCE(R-VALUES)PROSEAL AND PROSEAL LE THICKNESS(Inches) R-VALUE(°F.fe.hlBtu) 1.0 7.1 3.5 24 4.0 28 5.5 38 6.0 42 7.5 52 8.5 59 9.5 66 10.0 69 11.25 78 For SI:1 Inch=25.4 mm;1°F.ft'.hBtu=0.176110°K.m2.hIW. 'R-values are calculated based on tested K-values at 1-and 3.54nch thicknesses. TABLE 2-THERMAL RESISTANCE(R VALUES)PROSEAL H5 THICKNESS(Inches) R-VALUE(°F.f'.hlBtu) 1.0 6.7 3.5 24 4.0 27 5.5 37 6.0 41 7.5 51 8.5 58 9.5 65 10.0 68 11.25 76 For SI:1 inch=25.4 mm;1°F.ft2.Klft=0.176110°K.m2.hNV. 'R-values are calculated based on tested K-values at 1-and 3.54nch thicknesses. TABLE 3-THERMAL RESISTANCE(RVALUES)PROSEAL H5-0 THICKNESS(Inches) RWALUE rF.fP.h1Btu) 1.0 7.2 3.5 25 4.0 29 5.5 39 6.0 43 7.5 54 8.5 61 9.5 68 10.0 72 11.25 81 For SI:1 inch=25.4 mm;1"F.ft2.hlBbi=0.176110"K.m2.hIW. 'R-values are calculated based on tested K-values at 1-and 3.5inch thicknesses. ESR,3500 I Most Widely Accepted and Trusted Page 6 of 6 TABLE 4-IFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS Base Wall System— 1—Concrete wall. Use either 1,2 or 3 2—Concrete masonry wall. 3—Minimum 35/"4nch-deep(92 mm),No.20 gage,C-shaped steel studs,spaced a maximum of 24 inches on center with lateral bracing every 4 feet(1219 mm)as required by code.Sheathing shall be a described in Exterior Sheathing below. Floodino Firestopping Minimum 4 pcf mineral wool in each stud cavity at each floodine,attached with Z-clips.Thickness must match stud cavity depth. Cavity Insulation—Use either 1,2 3,4 1—None. or 5 2—Partial cavity fill with a maximum air space of 2 Inches(51 mm)or full cavity depth not exceeding 75/e Inches(194 mm)of Classic,Classic Plus or Classic Max(ESR-1826);MD-R-210(ESR-3493);or Proseal/ProSeal LE(ESR-3500). 3—Any insulation qualified as noncombustible in accordance with ASTM El36. 4—Glass fiber bait insulation". 5—Mineral fiber insulation". "Insulation must comply with the applicable requirements of 2015 or 2012 IBC Section 720.2(2009 IBC Section 719.2). Exterior Sheathing—Only for Base Wall 1—Minimum'/cinch-thick(12.7 mm),),glass mat gypsum sheathing complying with ASTM C1177. System No.3- 2—Sheathing shall be attached with No.6,11/4-Inch-long(32 mm)self-tapping screws located 8 Use either 1 or 2 inches(203 mm)on center along the perimeter and 12 inches 302 mm)on center in the field of wallboard.Joints must be taped and treated with joint compound In accordance with ASTM C840 or GA-216. Exterior Insulation Maximum thickness of 5'/2 inches(140 mm)of Proseal Eco(MD-R-210)(ESR3493)or Proseal/ProSeal LE(ESR-3500). Exterior Wall Covering— 1—Brick-standard nominally 4-Inch-thick(102 mm)clay brick;brick veneer anchors—standard Use either 1,2,3,4,5,6 or 7 types installed a maximum of 24 inches OC vertically on each stud°. 2—Stucco-minimum 3/44nch-thick(19.1 mm),exterior cement plaster and lath with a secondary water-resistive barrier may be installed between the exterior insulation and the lath. 3—Natural stone(limestone,granite,marble,sandstone),minimum 24nch4hic k(51 mmf. 4—Cast artificial stone,minimum 1'/24neh-thick(38 mm),complying with AC51 and subject of a current[CC-ES;evaluation report`. 5—Terracotta cladding,minimum of 1'/44nch-thick(32 mmf. 6—Precast concrete panels,minimum of 1'/24nch-thick(32 mmf 7—Concrete masonry units(CMU),minimum of 1'/24nch-thick(38 mmf. a The maximum air gap between exterior Insulation and cladding shall be 2 inches(51 mm). Any standard non-openAointed installation technique such as shiplap,etc.,may be used. .� ,.� Town of Barnstable Building rAE1V3TAB16. s � Post This Card So That it is Visible From the Street-Approved Plans-Must be Retained on Job and this Card Must be Kept •. • . MAS& p Posted Until Final Inspection Has Been Made.039. Permit Q$' t' Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-858 Applicant Name: MARCOS DASILVA Approvals Date Issued: 04/03/2020 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 10/03/2020 Foundation: a a Location: 132 SOUTH BAY ROAD,OSTERVILLE Map/Lot: 093-045-001 Zoning District: RF-1 Sheathing: Owner on Record: 132 SOUTH BAY ROAD LLC _ Contractor Name w,MARCOS DASILVA Framing: 1 Address: 137 NEWBURY ST 9TH FLOOR Contractor License: 186520 2 BOSTON, MA 02116 _ Est. Project Cost: $90,000.00 Chimney: i Description: imground swimming pool -gunite 20'x40', heated, pool fence Permit Fee: $ 175.00 � Insulation: installed to code Fee Paid:, S 175.00 Project Review Req: ACCESS GATES MUST SWING AWAY FROM POOL. INSULATED Date: / 4/3/2020 Final: COVER REQUIRED. FENCE HEIGHT MINIMUM FOUR FEET. w -- r' � 9 Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:! /� Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection g 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund11 (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT � .� Town of Barnstable Building oAwsrABM t Post This Card So That it is Visible From•the Street-Approved Plans Must be Retained on Job and this Card Must be Kept MAS& Posted Until Final Inspection Has Been Made.:e it s9 Permit ill � ►�a't' Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Pey�m i Permit No. B-20-1004 Applicant Name: Brian Dacey Approvals Date Issued: 04/23/2020 Current Use: Structure Foundation: Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 10/23/2020 Residential Ma_p/Lot: 093-045-001 Zoning District: RF-1 Sheathing: Location: 132 SOUTH BAY ROAD,OSTERVILLE Y Contractor Nam(::- RIAN T DACEY Framing: 10� Cf 1171 Owner on Record: 132 SOUTH BAY ROAD LLC Contractor License: CS-005645 2 Address: 137 NEWBURY ST 9TH FLOOR Est. Pro ect Cost: $ 20,000.00 1 Chimney: BOSTON, MA 02116 Permit Fee: 152.00 $ Insulation: or���___�L='(L`� Description: Finishing second floor of garage apartment with bedroom living, Fee Paid: $ 152.00 kitchenette and full bath Final: i Date: / 4/23/2020 Submitting a new floor plan showing finished living area. We have Plumbing/Gas been approved by Brian Florence for second dwelling Rough Plumbing: Project Review Req: Buildin Official g Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after`issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspections for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this,permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). � Fire Department Building plans are to be available on site , /� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT u Final: S CFIHE Application Number.....^...... .......................................... * B'AMSTABLE, * 7 J,Q 0 nsASS. g, Permit Fee.......................................Other Fee........................ 039. �0 ArED MA't s � . TotalFee Paid............................................................... ...... l TOWN OF BARNSTABLE Permit Approval by.... . ........................On....k/b/Z�...... BUILDING PERMIT (�.[ Map.....0.977�.. ..�..1.,�....Parcel... I.................. ...+I..... APPLICATION Section I — Owner's Information and Project Location Project Address 2 S 0 TR 7E5 Village QST6IZUI I Ib' Owners Name G�Vfl 1ZI e� - l PCO Owners Legal Address BUILD City State NAR 18 Z9,Zip Owners Cell # E-mail fi0'Wfi OF ; Section 2 — Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single /Two Family Dwelling Section 3 — Type of Permit ❑ New Construction ❑ Move/ Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarrn Rebuild ❑ Deck Apartment Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation Pool ❑ Insulation Other—Specify Section 4 - Work Description IN 660UNp SUJI MntJ4 Fmi , ,I T S, 1-r 20 x go Poo! /nlST!-r` n ��2 0•000 Last updated: 3/13/2020 Application Number.................................................... Section 5 —Detail Cost of Proposed Construction qU,0`00 Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total # Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: T. VJ. I am using a crane ❑ Yes X No Section 7 —Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No ❑ Section 8 — Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage # of Dwelling Units(on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 3/13/2020 Application Number........................................... Section 9 - Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10 -Home Improvement Contractor Name fowto& 'L S 1,(Vo" Telephone Number 5 0 ap 06 -/l-7 Address_ qr7 City11LU M/VIS State Zip d7O Registration Number s 20 Expiration Date %l - 2q — 2,0 7�,o I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation e uired by 78.0 CMR and the Town of Bamstable.Attach a copy of yourH.I.C... Signature Date 0 3 Z.o Section 11 -Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accord a nce with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date 03 Print Name Q to S 1W s t j Vl-- Telephone Number SOQ - E-mail permit to: aco'sys 2-t k ►►'lAl L. /" Last updated: 3/13/2020 i Section 12 -Department Sign-Offs Health Department ElZoning Board (if required) El Historic District ❑ Sitc Plan Rcview (if required) Fire Department I Conservation ❑ For cont tit ercid'WoM,please take yoitipla»s directly to the fire tleparnnent for hj)proval. Section 13—Owner's Authorization. I, ar� orK ,as Owner of the subject property hereby authoi-ize Rio, ,t olt d to act on my,belialf,in all matters relative to work authorized by this uilding p ermit application for: (Ad ressofjob) Signature of Owner date Print Name q • -Last updated: '10/23/2019. Pool size; 20'x 4W 4 ` i p pt N 8'dee end 3 0 36 shallow end 3 to 1 slope P c r 1 � p I set.of:stair with 21 V long integrated benches 8"wide safety]edge at deep end uvat:B 2 - 4'tong swimout_ I The Commonwealth of Massachusetts Department of IndustWAccidents Office of Invesdgadons IV 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Phunbers Applicant Information , Please Print Leeibly ^, Name(Business/ftani2ation4ndiAdual): 1�^yztaS S1 I Or Address: 1.41 City/State/Zip: PeIA remlit S Phone#• 5o? - Z L16 - O G y 7 Are you an employer?Check Phe appropriate boa: Type of project(required): 1.❑ I am a employer with 4. ❑ I tun a general contractor and I 6. ❑New construction employees(fall and/or part-time).* have hired the sub-contractors 2.E .I am a sole proprietor or partner- lisW on the shed sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have S. ❑Demolition workingfor me in an aci employees and have workers' Y capacity. 9. ❑Building addition [No workers'comp.insurance COMP•insurance! required.] 5. ❑ We are a corporation and its 1011 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 L M Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside wars mast submit a new affidavit indicating such tContractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractors have employees.they must provide their workers'comp.policy number. •1 am an employer that/s providing workers'conWensatdon insurance for my employees. Below h the policy and f ob site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attacb a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to seem coverage as required under Section 25A of MOL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for inst>rance coverage verification. I do hereby c under the pairs and penalties of perjury that the information provided above is true and correct Si Date: 3 — .� Z — Z.�> Phone#: So Z. " �3 o Of}lckd use only. Do not write In this area,to be completed by cqy or town offww 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 M 1 ,4 Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Mchusetts 02118 Home Improvemei gi3htractor Registration ° Type: Individual MARCOS DASILVA Registration: IM20 141 WAYLAND RD E piration: 11/27/2020 HYANNIS,MA 02601 Update Address and Return Card. SCA 1 © 2DM-M17 Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TY it-IndMdual before the eViration date. 11 found return to: . , ftilrallon Office of Consumer Affairs and Business Regulation 1/27/2020 10M Washington Street-Suite 710 MARCOS DASH 3} . '_� ;` _ '' Boston,MA 02118 v�,�_ is — ::':•. MARCOS DASIL�A,." - '..,.;' 141 WAYLAND RD HYANNIS,MA 02601 Undersecretary of Valid Without slgrtature Town of Barnstable eAQ 3-nH_-�qaq Building cog Post This Card'So That it is Visible From the Street Approved Plans Must be Retained on Job and this Card Must be Kept~ bA �� Posted Until Final Inspection Has Been Made:. - Permit r ' Whe"re a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. '- Permit No. B-20-691 Applicant Name: Eric Whiteley Approvals Date Issued: 03/04/2020 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 09/04/2020 Foundation: Location: 132 SOUTH BAY ROAD,OSTERVILLE Map/Lot, 093-045-001 Zoning District: RF-1 Sheathing: Owner on Record: 132 SOUTH BAY ROAD LLC Contractor Name: ERIC T WHITELEY Framing: 1 Address: 137 NEWBURY ST 9TH FLOOR Contractor License: 15920 2 BOSTON, MA 02116 Est. Project Cost: $10,000.00 Chimney: Description: Duct work Permit Fee: $85.00 Insulation: Fee Paid: $85.00 Project Review Req: Documents Per R403.7 should be on site for inspection ,' �$ Final: Date: 3/4/2020 I -`-- r bbcyv eSZ 9 Plumbing/Gas Rough Plumbing: �.�Building Official - Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. -~ Electrical The Certificate of Occupancy will not be issued until all applicable sign}tures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: f Service: 1.Foundation or Footing 2.Sheathing Inspection _ Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Building s Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept.as � Posted Until Final Inspection Has Been Made. p s�� Permit Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit NO. B-19-3117 Applicant Name: BRIAN T DACEY Approvals Date issued: 10/23/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 04/23/2020 Foundation: Location: 132 SOUTH BAY ROAD,OSTERVILLE Map Lot: 093-045-001 Zoning District: RF-1 Sheathing: Owner on Record: 132 SOUTH BAY ROAD LLC Contractor Name -�,BRIAN T DACEY Framing: 1 Address: 137 NEWBURY ST 9TH FLOOR Contractor License: CS-005645 2 BOSTON, MA 02116 Est. Proj ct Cost: $300,000.00 Chimney: Description: remaining garage from demo to be fully renovated (detached from Permit F 1 : $ 1,605.00 Insulation: main house) unfinished storage above. ; i Fee Paid. $ 1,605.00 Project Review Req: UNFINISHED STORAGE ABOVE. L Date: 10/23/2019 Final: G��''✓ ���y,�-- Plumbing/Gas Rough Plumbing: 4. \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after'issuance. All work authorized by this permit shall conform to the approved application and thelapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth.in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: O,w Application Number.....,... MASS. � Permit Fee.......................................other Fee........................ 1639• TotalFee Paid.................:............................................. TOWN OF BARNSTABLE Permit Approval by..... . ........................On...1�.J J,�....... BUILDING PERMIT � ` Map............. .........................Parcel..........�"C . APPLICATION Section 1 — Owner's Information and Project Location Project Address Village Owners Name C Owners Legal Address r3l A City State Zip Owners Cell# E-mail - Section 2 —Use of Structure <W Use Group � � 1 ❑ Commercial Structure over 3A;'00 cubic feet �► ❑ Commercial Structure under 35,160 cubicfeet ❑ Single/Two Family Dwelling a� Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment El Sprinkler System ❑ Addition ❑ Retaining wall ❑ - Solar XRepovation ❑ Pool ❑ Insulation - t Other—Specify Section 4 - Work Description 441a I YLO 12-8 11bNe R =4�3 In 41�1a = a ILIr b6u J Lt' A a r e+....A.+.A• 11 n ICnm 0 Application Number.................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure• 1�n� Dig Safe Number # Of Bedrooms Existing !-- Total# Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design Section 6—Project Specifics Wirings ❑ Oil Tank Storage Smoke Detectors Plumbing Gas ❑ Fire Suppression RL Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: �(1r�_�yP�l �� I am using a crane ❑ Yes ❑ No 1 Section 7—Flood Zone Flood Zone Designation X A J Within or adjacent to a wetland, coastal bank? Yes [a No ❑ Section 8—Zoning Information � rr11 Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Sz-- Percentage of Lot Coverage ,`eto #of Dwelling Units (on site) Setbacks Front Yard Required Proposed l 5 v Rear Yard Required Proposed _ Side Yard y Required 'Proposed , Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last undated: 11/15/2018 Application Number........................................... Section 9= Construction Supervisor Name �<<� Telephone Number 5'0'6 - -7-1 1- 10 4 C) Address &r' City 5Al,t State 1M2N- Zip 60" License Number 0056�"S' License Type w Expiration Date 12-0 Contractors Email6",4, kl e . e Cell # 51-6-ZZ f - 1011 f I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation require 780 CMR a Town of Barnstable.Attach a copy of your license. Signature Date Section 10 —Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number (x Expiration Date q 12012-0 I understand my,responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation requir by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Wo umber I understand my responsibilities;under the rule d re ns for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State B tand the construction inspection procedures,specific inspections and documentation required by 780 and the Town of B Signature Date APPLICANT SIGNATURE Signature Date 714C)lt 1 Print Name fy.,f- Telephone Number 'Fdb--ZZ(• (0 K I E-mail permit to: Last undated: 11/15/2018 Section 12 -Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approvak Section 13—Owner's Authorization i I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name Last updated: 11/15/2018 Lauzon, Jeffrey From: Nick Bowes <nick@baysidebuilding.com> Sent: Monday, October 21, 2019 6:57 PM To: Lauzon,Jeffrey Cc: Jimmy Bowes; Brian Dacey Subject: FW: A-1.12 revised less 2nd floor bedroom Attachments: A-1.12_10.21.19.pdf Hi Jeff—attached are the revised floor plans showing that above the garage will be unfinished storage for the time being. We know that any added living space or kitchenette will require a variance from the zoning board. This gives us time to discuss potential plan changes with the owner while allowing us to make progress on the construction side without further delays Thank you Nick From: C.Jay Wilbur<clay@saltonstaIlarchitects.com> Sent: Monday, October 21, 2019 5:06 PM To: Nick Bowes<nick@baysidebuilding.com>;Jimmy Bowes<iimmy@baysidebuilding.com> Cc:Will Saltonstall<will@saltonstaIlarchitects.com> Subject:A-1.12 revised less 2nd floor bedroom Jimmy, Nick, I have attached the revised A-1.12 for use in applying for the building permit as discussed. C.Jay C. Jay Wilbur AIA,LEED AP Please note I have new direct phone number: 508-748-1075 Saltonstall 'iArcklects 380 Wareham Rd Marion,MA 02378 Direct: 508-748-1075 P: 5080748.1043 www.saltonstallarchitects.com CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! i Lauzon, Jeffrey From: Lauzon,Jeffrey Sent: Monday, October 21, 2019 9:57 AM To: 'NICK@BAYSIDEBUILDING.COM- Cc: Lauzon, Jeffrey Subject: ViewPermit, Permit No:TB-19-3117 Applicant, Please be advised that the above application has been reviewed and the following is noted: 1) The construction documents indicate a detached single family dwelling with one exit where two exits are required per 780 CMR. (R311.1) 2) The project is in a residential district which allows one principal permitted structure.This project would create a second and would require relief from the Zoning Board of Appeals. (Town of Barnstable Zoning 240-7) The application is denied pending the resolution of the above items. And, if aggrieved by this notice;you may file a Notice of Appeal (specifying the grounds thereof)with the State Building Appeals Board within forty-five (45) days of the receipt of this notice for item number one. You may file a Notice of Appeal within thirty days in accordance with Massachusetts General Law 40A Section 15 for item number two. Respectfully, Jeffrey Lauzon Chief Local Inspector (508) 862-4034 jeffrey.lauzon(cDtown.barnstable.ma.us I i 1 i E� I own of Barnstable- Regulatory Services �:B rx, Thomas R.Geiler,Director n Bu ldiug D iAsion Tom Perry, Building Commissioner .900 Main Street, Hyanais,MA 02601 i ' v-r-ww.town,barnstable.ma.ais Office: 508-862•-4038 I Fax: 508--790-6230 I Property Ovm6r Must CoMplete and Sign This Section IfUsxx�g ABuil&r as Owner of the subject property herby authorize nth 8alldi" s to act onmybehA in.all matters relative to.work authorized bythis Molding permit application for: , (.Ad ass 64 b) cooC tr-. Date w' P,intrTarile QfOR�4S:oWNF.�'ERM�SIIIN Home Energy Rating Certificate Rating Date: Registry ID: Unregistered Projected Report Ekotrope ID: pdWa7142 GrandHERS' Index Score: Annual Savings Home: 132 Island Dr Garage house Your home's HERS score is a relative • • 12655 performancescore. • $ 1 j61 • the • home. • • 55learn more, visit www.hersindex.com *Relative to an Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 30.2 $513 2015 International Energy Conservation Code Cooling 0.3 $20 Hot Water 10.3 $170 Lights/Appliances 15.6 $963 Service Charges $0 Generation(e.g.Solar) 0.0 $0 Total: 56.3 '$1,666 IndexHome Feature Summary: Rating Completed by: Mor•Ener" HomeType: Single family detached Energy Rater•Chris Mazzola 3.S0 Model: N/A RESNET ID:8873503 Existing 140 Community: N/A Homes 130 2 Rating Company:Home Energy Raters LLC 120 Conditioned Floor Area: 1,339 ft 180 State Rd,Suite 2U Sagamore Beach MA 02562 Referenceno Number of Bedrooms: 2 508-833-3100 Home Imo' 100 Primary Heating System: Furnace•Natural Gas•95 AFUE 90 Primary Cooling System: Air Conditioner•Electric•13 SEER Rating Provider:Energy Raters of Massachusetts 1 ' 80 Prima Water Heating: Water Heater Natural Gas•0.92 Energy Factor 2 Woodlawn Street Amesbury,MA 01913 70 Primary 9 .P 9Y 978-270-3911 bo House Tightness: 2.5ACH50 so Ventilation: 33.4 CFM•27.0 Watts eo This Home Duct Leakage to Outside: 35 CFM25(3.95/100 s.f.) so 20 Above Grade Walls: R-21 Zero Energy io Ceiling: Vaulted Roof,R-41 Home 0 WlndowType: U-Value:0.3,SHGC:0.3 ussErwr" Chris Mazzola,Certified Energy Rater 0,,,2er„" W Foundation Walls: N/A Date:9/19/19 at 8:47 AM i i • •• reportThe Energy Rating Disclosure for this home is available from the Approved Rating Provider. This does notconstitute Building Specification Summary Property Organization Inspection Status 132 Grand Island Dr Garage house Home Energy Raters LLC Results are projected - Osterville,MA 02655 508-833-3100 Chris Mazzola Grand island 132 Garage house Grand Island Dr 132-garge-pdWa7 Builder Bayside Building Information Rating Conditioned Area[ftq 1,339.00 HERS Index 55 Conditioned Volume[W]T _15,720.0 , HERS Index w/o_PV 55 da Thermal Bounry Area[ft-] 4,762.000 z Number Of Bedrooms_ 2_ r Housing Type Single family detached Building Shell Ceiling w/Attic I None Windows(largest)I U-Value:0.3,SHGC:0.3 Vaulted Ceiling I R41,DPBFG,10",10x16,G1,C U 0.02_ Window/Wall Ratio_I0.08! Above Grade Walls_I R21,FG 6xl6,G1 U-0.05 Infiltration 12.5 ACH50 _,Found.Walls I None �� ,_7 Duct Lkg to Outside I35 CFM25(3.95/100 s.f.) --J Framed Floors I R30,FG,10x16,G1 R-30 Total Duct Leakage 135 CFM25(Post-Construction) labs I None Mechanical Systems Heating Furnace•Natural Gas•95 AFUE Cooling_-- —Air Conditioner-Electric-13 SEER Water Heating Water Heater•Natural Gas•0.92 Energy Factor Programmable Thermostat__Yes V � � J Ventilation System 33.4 CFM•27.0 Wafts Lights and Appliances 9 , Percent Interior LED _100% Clothes Dryer Fuel Electric Percent Exterior LED_ _100% Clothes Dryer CEF 2.6 Refrigerator(kWh/yr) 673.0 Clothes Washer LER(kWh/yr) 704.0 Dishwasher Efficiency 0.46 EF Clothes Washer Capacity 2.9 Ceiling Fan None. Range/Oven Fuel Electric Ekotrope RATER-Version 3.1.1.2256 • AD results are based on data erderod by Ekotrope users.Ekotrope disdahns all Ilabilhy for the hdomatlon shown on dds repom . I Building Summary Property Organization Inspection Status 132 Grand Island Dr Garage house Home Energy Raters LLC Results are projected OsteMlle,MA 02655 508-833-3100 Chris Mazzola Grand:stand 132 Garage house Grand(stand Dr 132-garge-pdWa7142 Builder Bayside General Building Information Number O1 Bedrooms -—'R 2' Number Of Floors 2 'ConditionedFtoorArea[sq.fl.]` 1,339 Unconditioned,attached garage?_ Yes Conditioned Volume[cu.ft.] 15,720 Total Units in Building 1 Resldence Type - Single familly detached ` r Floor Number 'Model- Community 'ClimateZorie -5A Foundation Wall Now Present Foundation Wall Library List r None Present Slab None Present ' Slab Library List Noire Present t Framed Floor Name Library Type Carpet R Floor Grade Surface Area Location ,gamgo� - R3Q16.10018,G1 0.68 Above Grade. 722.0 IV— Unconditioned,attached gage Framed Floor R30,FG,t Oz16,G1 0.68 Above Grade- 453.0 a= Uninsutated Unconditioned Basement Building Summary Property Organization inspection Status 132 Grand Island Or Garage house Home Energy Raters LLC Results are projected Ostervllle,MA 02655 508-833-3100 Chris Mazzola Grand Island 132 Garage house - Grand Island Or132-garge-pdWa7142 Builder Bayside Framed Floor Library List Name Effective R-value R30,FG,10xl6,G1f. .:_ _.. - - �. . - 26.66'. Rim Joist None Present - Rim Joist Library List None Present Wall Name Library type Surface Color Surface Area Location >emblenl; - f R21,FG,6xf6,G1' Medium' ` 924.7 ftr, Exposed Exterior >garage; R21,FG,6xi6,Gtl Medium, '335.5 gr, Unconditioned,attached garage gable wails R21,FG,6xl6,Gl,, Mediuml. - 734.8 hx, Exposed Exterior Wall Library List Name Effective R-value R21,FG,6xi6,G1 17.671; Glazing Name Library Type Wall Assignment Foundation Wall Overhang Depth Overhang Ft To Overhang Fl To Orientation Surface Area Assignment Top Bottom Fron66,0.30,SHGC:0.30 >ambient Ot 6 0 North 48.00' , Left U:0.3g,SHGC:0.30 >ambient 0 0' 0 West 27.5 it- 2 Building Summary Property Organization Inspection Statue 132 Grand Island Dr Garage Muse Home Energy Raters LLC Results are projected O9tervNe,MA 02655 508-833-3100 Chris Mazzola Grand Island 132 Garage Muse Grandstand Or 132-garge-pdWa7142 Builder Bayslde Name Library Type Wan Asalgnment Foundation WWI Overhang Depth Overhang Too OverhanpRTo Orientation Surface Area 9 p 6e Left gable M U:0.30,SHGC:0.30, gable walls, - Or Y 0. 0 West 16.5 M Rean',U:0.30,SHGC:0.30, gable walls 0 0 0 South 45.0M Right'U:0.30,SHGC:0.30 gable walls' 0. 0 0 East 13.8112 Glazing Library List Name Ship: U-factor U:0.30,SHGC:0.30� 0.3 0.300 Skylight None Present Skylight Library List None Present Opaque Door Name Library Type Wag Assignment FoundationAssignment EmRldnce ADaorp sold Surface Color Surface Area Locado >garage ThermaTru,Opaqui >garage, 0.9, 0.76 Medium 20.0 IP Exposed Exterior w2 Side Iltee' Left,ThermaTru,Opaqui >embieM 0.9, 0.75' Medium 20.0 IV, Exposed Exterior w2 side Ines' Rear ThermaTru,Opaqul >ambient 0.9 0.75 Medium 20.0 IF Exposed Exterior w2 fide Iiles, Opaque Door Library List Name Effective uo 3 ThermaTru,Opaque wr2 aide lites� _ 5.435' , 3 Building Summary Property Organisation inspection Status 132 Grand Island Dr Garage house Home Energy Raters LLC Results are projected OsteMlle,MA 02655 508-&73-3100 Chris Mazzola Grand Is"132 Garage house Grand Island Dr 132-garge-pdWa7N2 Builder Bayside Roof Insulation Noma Library Type Attic Exterior Area 19.1.1 Clay or Concrete Roof Surface Color Surface Area Location Tiles Sloped cs1UngsA41,DPBFG,1 cr.i Ox15,a 1,592 No Medlum 1,592.0 its Vaulted Roof Roof Insulation Library List Name Has Radiant Berner Effective R value R41,DPBFG,10',1Ox18,1 No 34.141 Whole House Infiltration Infiltration Measurement type Shelter Class 2.5 ACH at 50 Pay Blower-door tested 4 Mechanical Ventilation Ventilation type Ventilation Rat fflr( Operational hours per day Fen Watts Runs once every Energy Recovery Percent ERV, 33.4 24 27 yes 55 Lighting %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0, _ 100. 0.� 100. 0� ...100'. I Onsite Generation None Present 4 Building Summary Property Organization Inspection Status 132 Grand Island Dr Garage(rouse Hone Energy Raters LLC Results are protected OsteMlle.MA 02655 5084133.3100 Chris Mazzola Grand Island 132 Garage house - Grand Island Dr 132•garge-pdWa7142 Bulkier Sayside Onsite Generation Library List None Present Solar Generation None Present Solar Generation Library List None Present Conditioning Equipment Nave Library Type Heating Percent Load Cooling Percent Load Hot Water Percent Load Location AC(1)� A6C54k 13SEER; 0% Unspecified AC(2), ACC,241(,13SEER- 0%. 50% 0%i Unspecified Furnace(1), FURNACE,AFUE95.0,NG'. 50%7 W. 01A Unspecified Furnace(2) FURNACE,AFUE95.0,NG 50% 0% 0%7 Unspecified. Water Heater INSTANTANEOUS,EF92.0,NG 0%' 0'/6 100%` Unspecified'' Equlpment Type:ACC,24k,13SEER -Fuel Type_-_ - - - _Electric -Fuel Type Forced%Ur - — MotorType ___ � _ PSC(Single-Spee- d) Cooling Efficiency 13 SEER Coaling Capaclry(kBtu/li) 24 5 Building Summary Property Organization inspection Status 132 Grand Island Dr Garage rouse Home Energy Raters LLC Results are proloctad OsteMlle,MA 02655 508-833.3100 Chris Mazzola Grand Island 132 Garage house Grand stand Dr 132-garge-pdWa7W2 Builder Bayside Equipment Type:FURNACE,AFUE95.0,NG Fuel Type_ _ _�Netural has Distribution Type Forced Air Ttutotor Typey�� PSC(Singfe Speed) '- - HeatingEfpclency V 95AFUE F1ea6ng Capady"tu/11] _ 60 Use default EAE Yes "EAE(kWh] �767µ Equipment Type:INSTANTANEOUS,EF92.0,NG Fuel Type -Natural Gas Distribution Type Hydronic Delivery _Hot Water Efliclency �-0.92 Energy factor�� �Tanldess7 Yes 6 J Building Summary Property Organization Inspection Status 132 Grand Island Dr Garage(rouse Home Energy Raters LLC Results are projected OsteMlle,MA 02655 508-833-3100 Chris Mazzola Grand Island 132 Garage house Grand Island Dr 132-Barge-pdWe7142 Builder Baysde Distribution System Dlstrnbutlon Type_ Fond Air Healing Equipment Furnace(1)� Cooling Equipment �AC(i) Sq.Feet Served _ 45_3 S Retum Grilles Supply Dud R Value 6 Return Dud R Value 6- Supply Dud Area 1119 122.31 Return Duct Area(f 19 - ___45.3 Leakage to Outdoors 18 CN25(3.87/100_s.f.) Total Leakage 18 CFM25 Total Leakage Dud Test Conditions r Post-Construction~ Use Default Flow Rate Yes: Dud 1 Dud Lmallon Basement(Insulated basement ceiling) Percent Supply Area 100 Percent Return Area too- Duct 2 Dud Location Conditioned Space _ Percent Supply Area 0 'Percent RetumArea -0 - Duct a - DudLacatbn Attle Won vented) ` Percent Supply Area 0 'Percent Return Area 0 Duct4 - - Duct Location CtmdiOoned Space Percent Supply Area 0 Percent Return Area 0 Dud 5 Dud Location Condidtmed Space Percent Supply Area i0 'Percent Return Area 0 .Dud 6 - _ Duct Loc itki Canditioned Space Percent Supply Area 0 Percent Retum Area 0 I I I it i 7 f Building Summary Property Orgardludlon inspection status 132 Grand Island Dr Gentile(rouse Home Energy Raters LLC Results are projected OsteMlle.MA 02655 508-833-3100 Chris Mazzola Grand island 132 Garage(rouse Grand Island Dr 132-pMe•pdW"2 Budder Bayslde Distribution System `DlstribuUon Type_ i Forced M _ ^ Heating EquipmentFurnace(2)� _Cooling Equipment,— '-'AC(21�� Sq.Feet Served �885 #AitumOriites.___� Supply Duct R Value 8 - TRetum Supply Duet Area(ft9-- —238.95 'Re lta Duct utd ors --_� 382.75 _] Leakage to Outdoors � 35 CFM25(3.95/100 s.l.) Total Leaks a 35 CFAA25 _ -- 9 -- -- - -- Total Leakage-Duct Test Conditions Post-Constructlon `Use Default Fbw Rate Duct i 'Duct Location r y-� Conditioned Space Percent Supply Area 100 V . Percent�_Retum Area - t00 Dud 2--- ---_ -__ -- __ 'Dud L.doation— "uTCo_n_dl8oned_Space Percent Supply Area '0 _ - - Percent Retum Area 0 --'T Duct 3 -_Dud Location' - Attic(wefl_ven_ted)� Percent Supply Area ~0 -_� Percent Retum Area 0 Dud 4 'Dud Location Conditioned Space Percent Supply Area 0 'Percent Return Area -Duds --- - Duuct Lo cation Conditioned Sli c—e _---.--- .___._._ _ _ _ __ ----- Percent Supply Area _ 0 -Percent Retum Area- ^—0 Dua 6_ "Duct Locaton CondiOoned Space Percent supply Area 6 'Percent Return Area 6 Ceiling Fan Cfm Per Waft �70.42254� I I I 8 Building Summary Property organization Inspection statue . 132 Grand Island Dr Garage house Hoare EneM Raters LLC Results are protected Ostervple,MA 02655 508-833-3100 Chris Mazzola Grand Island 132 Garege house Grand Istand Dr 132-gaMe-pdWa7M2 Builder Bayside Water Distribution `Water Fltcture Type _�_ Standard Use Default Hot Water Pipe Length No -Hof Water Pipe Length(R]" 95.5 � At Least R3 Pipe Insulation? Yes -Hof Water Recrculation System? _--No Recirculation System Pipet oop Length(ft] 176 Crain Water Heat Recovery? No Clothes Dryer Fuel Type �ectrtc _ _ � Cef — 2.617 {Field UtlRzatlon Timer Controls I Clothes Washer Label Energy ReBng 704 k1IVMlear Electric Rate $0.08/kWh Annual Gas Cost $23.00 Gas Rate $0.58/iherm Canpadty 2:874 [met 0.33053 Appliances and Controls Programmable thermostat? Yes Dishwasher Size Standard Dishwasher Efhdency 0.48 Er- Range/Oven Fuel Electric ConvecBon Oven? No Induction Range? No -- -- {Refrigerator Consumption 673 kWh/Year Notes Errors and Warnings have been Rater Reviewed 9 o 7 -------- ----------- ED -------------- L/I 7 --------- --- i lzi � ----------- MATT BEDROOM (BEDROOM#7) GARAGE UNFINISHED STORAGE W m ------------------ -------- --------------4. - ----- ----- ---------- ----- ----------- --------- --------- ----------- ------- LU PROdTE.- GARAGE PLAN No u LU PROJECT Ro ECT 6A�Gl:ECOND FLOOR PLAN 0 NORTH T. N R LU < 0 Z 3: < 0 F— —0 3 I xii C:) GARAGE o FIRST RST&SECOND FLOOR PLANS GARAGE ROOF FRAMING PLAN PR A-1 .12 �A�61 ROOF PLAN 01 OdT.cT 4 AUG/30/2019/FRI 10:07 AM COMM Water Dept FAX No. 5084283508 P• 001/001 CENTERVII,LE-OSTERVMLE-1V.(.ARSTONS MMLS . WATER DEE,A,RTMENT p0 BOX 369—1138 MAIN STRUT OSTERVILLE,MA 02655 WWW-CO1V MWATER-COM OIFxgc)E or BOARD OF WATER COMMSIONERS 04 WATER sUPERUGTMENT �Tel 508428-6691 u WATER i ,F% 508428-3503 GEPT MS�` August 30, 2019 Town of Barnstable Building Division �+ z o Via Fax-508-790-6230 RE: 132 South Bay Rd Osterville N E Acct: 3905 To Whom It May Concern: On Friday, August 30, 2019 the water service was disconnected at the curb stop for the property mentioned above. It is our understanding that the owner plans to demolish the house, re-build and will install a new water service at a later date. If you have any questions regarding this do not hesitate to contact our office Monday through Friday, 8:OOAM until 4:30PM at 508-428-6691. Sin erely, . Glenn Snell, Asst. Superintendent Centerville-Osterville-Marstons Mills Water Department GES/cvb r CURVE TABLE CURVE LENGTH RADIUS Cl 52.12 52.50 sovTM BAY • ROAD 6 — ' o cLLIS ^ • � �o. 2R37 r� ��. � LOTS 11 & 12 l�q� �� W L C. PI. 9592 J o 0 86,132 SF t 44N 'n a �"� 1.98 Acres t o •a N/F FIREMAN $ N/F OHANIAN /� TO M. H. W. N N Z co a 19.7' CK S 9, FOUNDATION c CN S/CB � LOC: 11_ 20.T 3-99 2 \ �oR,� (Q 12, � _J CN L�n�1T ._ O O �N _ MEAN HIGH WATER -S 12-27-1995 212 9,11 f _ , NAIL FND (CAMP CB/DH EL = 6.47' NGVD W E S T B A Y DEP FILE No. SE3-3161 ASSESSORS MAP 93 PARCEL 45-1 & 2 TOP FND EL = 19.76' . CELLAR FLOOR EL = 10.76' CERTIFIED PLOT PLAN LOCATION: 132 SOUTH BAY ROAD OSTERVILLE, MA. I CERTIFY THAT THE EXISTING SCALE: 1" = 100' DATE: 11-11-1999 FOUNDATION SHOWN HEREON COMPLIES WITH THE SIDELINE AND SETBACK REQUIREMENTS OF THE TOWN OF PLAN REFERENCE: L. C. PI. NO. 9592 J BARNSTABLE AND IS LOCATED IN THE FL DPLAIN. BAXTER & NYE, INC. DATE: REGISTERED LAND SURVEYORS & CIVIL ENGINEERS THIS PLAN I OT ASED ON AN 812 MAIN STREET INSTRUMENT SURVEY AND THE OFFSETS OSTERVILLE, MASS., 02655 SHOWN HEREON SHOULD NOT BE USED TO DETERMINE PROPERTY-LINES. APPLICANT: CAROLYN C. LANE 95175 (CPP0l.DWG) GARRAHAN BARBIERI & GARRAHAN, P.C. Attorneys At Law -July 16, 1998 Mr. Casson, Commissioner of Building Town of Barnstable Town Hall 367 Main Street Hyannis, MA 02601 RE: Lane / 132 South Bay Road Osterville, MA Dear Mr. Casson: Enclosed herewith please find an Affidavit from Carolyn Lane, the owner of the above referenced,property. Please note that Mrs. Lane will have the existing home, located at 132 South Bay Road, Osterville, MA, demolished after her new residence at the same address has been completed. The construction sequence for said new home is as follows: 1) Foundation and Septic August, 1998 2) Framing / Tight to Weather September— October, 1998 3) Rough Plumbing, Heating & Electric. October, 1998 4) Interior Finish November— December, 1998 5) Final Inspection / Occupancy January— February, 1999 6) Remove existing home & grade Lot February— March 1999 7) Finish Landscaping April — May, 1999 Please_call me if you have any questions. Thank you for your attention to this matter. Very truly yours, William C. Garrahan, Esq. WCG/bw encl. 1500 Worcester Road,Framingham,MA 01702,F.O.Box 2482,Framingham,MA 01703 Telephone:(508)626-9382 Facsimile:(508)626-1543 Town of Barnstable Geographic Information System February 8,2012 a w s r , - n _W -'h rP �r r DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:093 Parcel:045001 ® N boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Owner:LANE,CAROLYN C 8 STEPHEN B Total Assessed Value:$5907600 are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:2.02 acres Abutters ">" boundaries and do not represent accurate relationships to physical features on the map Location:132 SOUTH BAY ROAD such as building locations. Buffer Aerial Photos Taken July 10,2009 Town of Barnstable Building Department 367 Main St; Hyannis,MA 02601 May 25, 1999 RE:Building,Permit Extension l32 South Bay Road-Osterville Mr. Perry, Due to unexpected circumstances, we are requesting to have our permit extended to raze and construct our new home. The original permit was issued on August 17, 1998. Our intention was to begin demolition and construction in late summer or early fall of 1998. However we opened . our home to care for my elderly parents and one aunt During this time we did not want to start construction and have that disruption and chaos going on. We have recently relocated my father and his sister at the Cape Regency Rehabilitation&Nursing Center in Centerville. With this task completed, we now feel that we may continue with our original plans to begin construction. If you have any questions or require any additional information,please contact me at your earliest convenience My tel, #is 428-5974. Thank for your assistance regarding this matter. C ' Carolyn Lane 132 South Bay Road Osterville,MA 02655 S 3 TOWN OF . BARNSTABLE b =: a Building Department= Foundation. Permit : Date AS 47, +' I •. - Name ,.�.Y: • ak q:Z LocationA Q'i0i jj AMR him Insp. of Bldgs. • a` 7"odDit 12 COLON 127 Whttes Paathh South Parmouth,MA 02664 a A 8 C O N P A N Y 508-394-§01' Fax 508-394-2564 V' April 9, 1999 Andrew Lane re: 132 South Bay Rd. Osterville,Ma. To Whom It May Concern, This letter is to confirm that there are no underground natural gas facilities to the above referenced property. This was confirmed by our representative on April 9, 1999. Sincerely, Bob Sullivan Distribution Department i . :'.i :dl* fy r �.. it'Y' fit:'• � aK`t•°krh rs'•' I i�Gl.. .4 rfg 4•i ;i rJ."a: t�el ''�} 15i. 'r r1r i 5 ,1 ai� l;tir eh �- wj`.},1 yi•' -_� The Commonwealtivof Massachusetts Zj i{ =_ -. - Department of-Industrial Accidents Office at/osesti9a1lans - 600 Washington Street = ;+r Boston,Mass.. 02111 Workers' Compensation Insurance Affidavit �i.�/..G�� name: Lodge Corporation 1500 Worcester Road location: Framingham, MA 01702 _ city _ phone# Dog 975 moo ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in anv ca acity //%%/%%%//%//%//%/%////%////%%%/%//%%%��%/%O0///////%/%%%%/%/%%%%%%%/%%/%�%%%�/%%%///%%//�/�//%/ I am an employer providing workers' compensation for my employees working on this job. company name _ Lodge Corporation address: 1500 Worcester Road ::::::;::: .. : .:.:: Framingham,NA 01702 p . . .:..::..::..... city: . phone OF 6 Iq.:: J�©� > ......:.:.. insurance ca. T S h ls(), volicv# VP o I L j I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: . .. ................ cote anv name: address: phone#: city :.::.:.;:;:::.:<::...•.. insurance cogo ILV cam anv name: address: dtv phone# insurance co. Fafiare to secure coverage as required under Section 25A of hiGL!S2 can!nd to the impositlon of crtrninal penaltla of a fine up to S 1,500.00 and/or one yeah'imprisonment well as civil penaltln in the form of a SLOP WORK ORDER and a fine of 5100.00 a day against me. I understand that a rnpy'of this statemenEmay be forwarded to the 011lce of Investlgatlons of the DIA for coverage vertficatlon. , I do hereby certify under the panes and penalties of perjury that the information provided above is true and correct. Signature - - Date -- 2y—C t s - Print name /mil\an Lone Phone# CO use only do not write in this area to be completed by city or town official town: permit/license q ❑Building Department ❑Idcensing Board ck if immediate response is requited ❑Selectmen's OMce ❑Health Department t penon: phone f! ❑Other r ACORD k�B TIFIC�TE ®�F L�IAB�IL.`I 1`� �R�AN�CE s ° DATE(MM/DD/Y1) 0 3-01-98 PRODUCER THIS CERTIFICATE IS IS, UEDf AS A MATTER OF INFORMATION BARROW GROUP, LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 636 EXCHANGE PLACE,SUITE 300 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. LILBURN,GA 30047 COMPANIES AFFORDING COVERAGE_ PHONE 7701931-7652 COMPANY A FIREMAN'S FUND INSURANCE COMPANY INSURED RESOURCE MANAGEMENT COMPANY P 0 BOX 2021 B 281 MAIN STREET, SUITE 5 COMPANY FITCHBURG, MA 01420 C (508)343-0048 COMPANY D THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVEFOR 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 B Y 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. CO TYPE OF INSURANCE POLICY EFFECTIVE POLICY EXPIRATION LTR POLICY NUMBER DATE(MM/DDIYY) DATE(MM/DDIYY) LIMITS GENERAL LIABILITY COMMERCIAL GEExxxxxxxxxxxxxxxxxxxxx XXXXXXXXXX XXX)UCXXXXX GENERAL AGGREGATE $ XXX)OOCXXX COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG $ XXXX)UUUCX CLAIMS MADE OCCUR PERSONAL&ADV INJURY $ XXXXXX = OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ XXXXXXm FIRE DAMAGE (Anyone fire) $ XXX)UUUUU( lXXXXXXXXXXXXXXX MED EXP (Anyone person) $ XXX)UUUUU( AUTOMOBILE LIABILITY XXX)UODUUCX XXXXXXXXXX ANY AUTO COMBINED SINGLE LIMIT $ XXXXXXXXX ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ XXXXXX.XXX HIRED AUTOS BODILY INJURY $ XXXxXxy X NON-OWNED AUTOS (Per accident) t PROPERTY DAMAGE $ XXX)UWm GARAGE LIABILITY xxxxxxxxx I xxxxxxxxxxxx XXXXXXXXX XXXXXXXXX AUTO ONLY-EA ACCIDENT $ XXXXXXXXX ANY AUTO OTHER THAN AUTO ONLY: XXX)` XXXxxxxxym EACH ACCIDENT $ XXX)OUCXXX XXXXXXXXXXXXXXXX AGGREGATE $ XXXX_XXXXX EXCESS LIABILITYxxxxxxxxxxxxxxxxxxxxx XXX)UUxXXX XXXXXXXXX EACH OCCURRENCE $ XXX)OOUC OX UMBRELLA FORM AGGREGATE $_ X)UUUOUOUC OTHER THAN UMBRELLA FORM ($ XXX)UUU[XX WORKER'S COMPENSATION AND WP 80760711 03-01-98 03-01-99 Y ToRYUMr�Ts ER A EMPLOYERS'LIABILITY EL EACH ACCIDENT $ 1 000,000 THE PROPRIETOR/ L Y PARTNERsIEXEcuTIVE INCL EL DISEASE-POLICY LIMIT $ 1,000,000 OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $ 1.000.000 OTHER XXXXX)xxxx XXXXXX)UUUC XXXX T DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLES/SPECIAL ITEMS COVERAGE IS EXTENDED TO THE LEASED EMPLOYEES OF ALTERNATE EMPLOYER: LODGE CORPORATION CERTTIFICATE H®LDER '; CANCEMMA10 Z'S SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE LODGE CORPORATION EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 1500 WORCESTER ROAD 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, FRAMINGHAM, MA 01701 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, IT,§ AGENTS OR REPRESENTATIVES. AUTHORIZED. RESENTATIVE A�C®RD25S(;1195 y. . ,r �``. k�. z"a� i,? �� ( �tt � nOA OC RD'CORPORA IT ON 1988 07/23/98 00:23 FkX [a 02 rablelsuecaoe�,� h pdve PselaM for Qaa and Two-Famlly RnddaotW Ballftp Heated with 110811 Fuck MAX MUM 1141TUMUM Oiaarg Qluka Ceiling W4u F7= Basemen 9Yab fieasiagiCaoliag 'yml 0A) U-value? R-whin' l R veld Wall Pia Eauivascm EZcim? 8m Rrvalu� &value' SMI to 6300 Heating Depm Dam Q 12SS 0.40 is 13 19 10 16 Normal R 12% 0.52 30 19 19 I0 6 Normd S 12% OSO 31 13 19 10 6 8 AME t 13% 0.36 31 a 25 N/A NIA Normal 0 136A 0.46 38 19 19 10 6 Namsal V IS% 1 0.44 38 13 1 21 1 NIA WA . 13 AFUE W i s% I &n 30 _ 19 19 10 6 IS AFUE x I1'iG 0.32 I 38 13 25 NIA WA Normal Y 18% 0.42 31 '19 - — 7S NIA I WA Nomw Z 11% 0.42 31 13 19 10 6 90 AFUE M 11% 0.50 30 19 19 10 6 90 A E L ADDRESS OF PROPERTY: aJ oZ 05;r 2, SQUARE-FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING. 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q—AA-see chart above);_ X NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APP V YIrS: NO: ¢PomM-1980303a aP���'z3...�"'Anc,�._� aV�ui'.Xz".'3 �,....,�„�,;.:�.•R-r. ,� �o.f �,�.•- trnw?..fi�ov S+`3�t;�-�: .cr.V.,,r.:.*-wz+;xflwrxi- i•"' ,�.�,rr -q�"r �>it!p� •�syF• r4k.'i'".".ja.`'3>��t ``'L '` Lc�•- .,mot�x ',,r�' ta+, ���'-_ ������r�. � V•��'�L�"�.t=F}-7;1 5- --�� J S'' .`•t. ',,.� _ i ..Cw'f�.j.'.i.• Y,fi L-. � µ K ,, t:^ Ya��`- 1 �-� r � r 3 ,. ,•ate,. .c :�r i &_r ni•, i • DEPARTMENT, F-'PUBLIG SAFETY t CONtSTRUFOR}�LS�UPERVISOR'tICEN$E �' y , '1�' �N",t'!^s ci' R9•- fit.:,,. -�mi 4 Number ' Expires ' l Res riEe�do 1 ;- ; 6frr , ` t AVIAN D ^r4 05`* y,F r eK f i r? r.,y, �•y �'-• �F W`�a -..Fi' 1•tr ,.�+ `f > t.� ♦ ) i. t-�'�73r �S`n.c 't,11 ] �.t a� t' ~ 4 1 k�' �i' S'-it� � 2ts v I r x3 ,� ~�aa fit tirx 4v �4 ;L.ti? �111W Town of Barnstable Building r MAMWABM ; Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept MASS Posted Until Final Inspection Has Been Made. Permit Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3116 Applicant Name: BRIAN T DACEY Approvals Date Issued: 10/22/2019 Current Use: Structure 6,,' of Z> Permit Type: Building-New Construction-1 or 2 family Expiration Date: 04/22/2020 Foundation Residential Map/Lot: 093-045-001 Zoning District: RF-1 Sheathing: %_V r-rTV%-o.a Location: 132 SOUTH BAY ROAD,OSTERVILLE _._. Contractor Name: ti BRIAN T DACEY Framing: P Owner on Record: 132 SOUTH BAY ROAD LLC Contractor License: CS-005645 2 Address: 137 NEWBURY ST 9TH FLOOR eR_� Est. Project Cost: $ 2,760,000.00 Chimney: BOSTON, MA 02116 f Permit Fee: $ 14,201.00 Description: rebuild 6 bedrooms,6 full and 2 half bath single family home Insulations CeA I I Fee Paid:( $ 14,201.00 Project Review Req: SMOKE DETECTOR LOCATIONS TO BE INSTALLED IN EACH r _ Date: 10/22/2019 Final: BEDROOM OUTSIDE EACH BEDROOM)ONE FOR EACH ONE THOUSAND SCl.AURE FEET OF FLOOR AREA EACH LEVEL AND Plumbing/Gas NEAR THE STAIRS. Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). - Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Building • wAXM8TABI.E, Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept �MAS& Posted Until Final Inspection Has Been Made.t6 Permit 39. �r• Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3115 Applicant Name: BRIAN T DACEY Approvals Date Issued: 10/22/2019 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 04/22/2020 Foundation: Location: 132 SOUTH BAY ROAD,OSTERVILLE Map/Lot: 093-045-001 Zoning District: RF-1 Sheathing: Owner on Record: 132 SOUTH BAY ROAD LLC Contractor Name: BRIAN T DACEY Framing: 1 Address: 137 NEWBURY ST 9TH FLOOR Contractor License: CS`-005645 2 BOSTON, MA 02116 Est. Project Cost: $40,000.00 Chimney: t Description: demo single family home-garage to remain Permit Fee: $ 125.00 1 Insulation: Project Review Req: Fee Paid:, $ 125.00 Final: Date: / 10/22/2019 Plumbing/Gas Rough Plumbing: \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within"six months after issuance. All work authorized by this permit shall conform to the approved application and theiapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road d shall be maintained open for public inspection for the entire duration of the Final Gas: Ad work until the completion of the same. I J� fj Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy t Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). - Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: ® APPlicationI�lumber.......�. .�. c/...(.. � ....�!. ?........... -/ 1 . F gyp...... a � HARNUA)BLE, Permit Fee................... 4.............Other Fee...... NAM 16�ge TotalFee Paid............................................................... ...... TOWN OF-BARNSTAB IB � � alp, ll 9 S L Permit Approval by........ . . ...................On.....`........1.�........ . BUILDING PER }�TAPPLICATIO Map................... Parcel............................................. Section I — Owners Information and Project(Location Project Address Village d �YV)l(Q Owners Name Owners Legal Address �! city. zo*Y� State ip — Owners Cell# . E-mail Section 2—Stlraactu>rall Use Single/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Section 3—Tie of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment © Sprinkler System ❑ Addition .❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify. Section 4 Detail Cost of Proposed Con traction �SOv c1U� Square Footage of Project )t u SZ Age of Structure rr5 Dig Safe Number #Of Bedrooms Existing' `p Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design Last updated: 11/7/2017 Section 5 - Work Description - c PAVV-q d L) V-PIAAW� t 0, e r Section 6-Prpyect Specifics r • Y l - ;Wu7ng ❑ Oil,Tank Storage Smoke Detectors [f Plumbing ] Gas ❑ Fire Suppression �`— ❑.'-Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply I_. Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway r-4 Debris Disposal Facility: �i`� ��\� I am using a crane ❑ Yes ❑ No Section 7--Flood Zone Flood Zone Designation L- A, Within or adjacent to a wetland, coastal bank? Yes" No El Section 8—Zoning Information Zoning District " \ Proposed Use Lot Area Sq.Ft. 1 �� Total Frontage—5�L—Percentage of Lot Coverage �a #of Dwelling Units (on site) Setbacks Front Yard Required_ Proposed 1 Rear Yard Required Proposed Side Yard Required Proposed T Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/7/2017 Section 9—Construction Supervisor Name Telephone Number `Y"eo'-'�_7'� ) (es^-cD Address Q 0 City \l�k State Zip License Number__M5W License Type S Expiration Date__ W 20124 Contractors Email V"' t Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation requir d by 780 C.MR and the Town of Barnstable.Attach a copy of your license. Signature Date f 7t) Section 10--Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number_ lei`7 ( _Expiration Date (f rZ.d 17 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CUR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re ' d by 78 and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Howe Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under th rules and regulations for Licensed Co ction Supervisor in accordance with 780 CMR the Massachusetts State Building ode. I understand the constructio ection procedures,specific inspections and documentation required by 780 CMR and a Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature _Date____2130l k. Print Name Telephone Number E-mail permit to: Last updated: 11/7/2017 Section 12 —Department Sign-Offs Health Department El Zoning Board (if required) Historic District ® Site Plan Review(if required) Fire Department ® - Conservation ® + -! For commercial work,please take your plans directly to the fire are department for or approval Section 13 —Owner's Authorization 1, ' ` , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner , date Print Name Y Last updated: 11/7/2017 �. Lauzon, Jeffrey From: Florence, Brian Sent: Monday, October 21, 2019 12:21 PM To: Lauzon,Jeffrey Subject: RE:ViewPermit, Permit No:TB-19-3115 Hi Jeff, In light of the research I did (see docs I left on your chair) I think this one is good to go. But we will need to have the larger discussion on what to do for future permits. I have some ideas but we will try to get as much input as possible for establishing a policy. Thanks, -Brian From: Lauzon, Jeffrey Sent: Monday, October 21, 2019 11:21 AM To: 'Nick Bowes' Cc: Florence, Brian; Amara, William Subject: RE: ViewPermit, Permit No: TB-19-3115 Good morning Nick, This seems to be an unusual scenario. I will consult with the Building Commissioner and electric inspector and get back to you. In the meantime I have forwarded the subsequent application to the fire department for review. Please be advised that some of the smoke detector required locations appeared to be omitted. Respectfully, Jeffrey Lauzon Chief Local Inspector (508)862-4034 ieffrey.lauzon@town.barnstable.ma.us From: Nick Bowes [ma i Ito:n ick(cb baysidebu ild i ng.com] Sent: Monday, October 21, 2019 9:38 AM To: Lauzon, Jeffrey Subject: RE: ViewPermit, Permit No: TB-19-3115 What house is this? 132 South Bay? Eversource has a transformer directly at the property and said our electric subcontractor could disconnect from the house back to the transformer so we wouldn't need a temp power set up. I believe I submitted a letter from Bayside Electric stating that. Could you call me to clear it up or let me know if you require anything additional? Thanks 774-487-0475 . 1 n From: Lauzon,Jeffrey<Jeffrey.Lauzon@town.barnstable.ma.us> Sent: Monday,October 21, 2019 9:31 AM To: Nick Bowes<nick@baysidebuilding.com> Cc: Lauzon,Jeffrey<Jeffrey.Lauzon@town.barnstable.ma.us> Subject:ViewPermit, Permit No'TB-19-3115 Applicant, ' Please be advised that the above application has been reviewed and the following is noted: 1. No shut off for electric service submitted by utility company. (11105.3) The application is denied pending the submission of the required document.And, if aggrieved by this notice;you may file a Notice of Appeal (specifying the grounds thereof)with the State Building Appeals Board within forty-five (45) days of the receipt of this notice. Respectfully, Jeffrey Lauzon Chief Local Inspector (508) 862-4034 Jeffrey.la uzo n(cDtown.barn stable.ma.us CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 2 i CONTRACTORS, INC. Bayside Electrical Contractors 372 Yarmouth Road Hyannis, MA 02601 September 3`d, 2019 The Town of Barnstable Building Division 132 South Bay Road-Osterville, MA 02655 To whom this may concern, I Bob Doherty from Bayside Electrical Contractors,confirm that the electric service for the dwelling at 132 South Bay Road—Osterville, MA has been disconnected. Bobby Doherty �e6a ,cQ 7�a` 9.3.19 Signature Date i i 1 t i 1 ,� � � � ; l -% ,, Lauzon, Jeffrey From: Lauzon,Jeffrey Sent: Monday, October 21, 2019 9:31 AM To: 'NICK@BAYSIDEBUILDING.COM' Cc: Lauzon, Jeffrey Subject: ViewPermit, Permit No:TB-19-3115 Applicant, Please be advised that the above application has been reviewed and the following is noted: 1) No shut off for electric service submitted by utility company. (R105.3) The application is denied pending the submission of the required document.And, if aggrieved by this notice;you may file a Notice of Appeal (specifying the grounds thereof)with the State Building Appeals Board within forty-five (45) days of the receipt of this notice. Respectfully, Jeffrey Lauzon Chief Local Inspector (508) 862-4034 jeffrey.lauzon(a)town.barnstable.ma.us 1 Lauzon, Jeffrey From: Lauzon, Jeffrey Sent: Monday, October 21, 2019 9:43 AM To: 'NICK@BAYSIDEBUILDING.COM' Cc: Lauzon,Jeffrey Subject: ViewPermit, Permit No:TB-19-3116 Applicant, Please be advised that the above application has been reviewed and the following is noted: 1) The construction documents submitted do not show the location of smoke detectors as required by 780 CMR. 2) Electric shut off letter not submitted by utility company for demolition of existing building. The application is denied pending submittal of the required documents. And, if aggrieved by this notice;you may file a Notice of Appeal (specifying the grounds thereof)with the State Building Appeals Board within forty-five (45) days of the receipt of this notice. Respectfully, Jeffrey Lauzon Chief Local Inspector (508) 862-4034 jeffrey.lauzon(a)town.barnstable.ma.us 1 nationalg rid August 19,2019 Bayside Building Inc To Whom It May Concern RE: 132 South Bay Rd,Osterville This letter is to confirm that National Grid has no natural gas service at the properties above. I can be reached directly at 508-760-7484 should there be any further questions. P Patti Weldon nationalgrid Senior Acct Mgr,Customer Connections 127 White's Path S.Yarmouth,MA. 02664 508-760-7484 desk 508400-5051—cell 508-394-1109-fax patricia.weldon(@nationalerid.com CENTERVILLE-OSTERVILLE-MARSTONS MILLS WATER DEPARTMENT PO Box 369—1138 MAIN STREET OSTERVILLE,MA 02655 1 WWW.COMMWATER.COM OFFICE OF BOARD OF WATER COMMISSIONERS Q.a► .—..06 WATER SUPERINTENDENT Tel 508A28-6691 WATER m i Fx 508-428-3508 DEPT. August 30, 2019 Town-of Barnstable Building Division Via Fax-508-790-6230 RE: 132 South Bay Rd Osterville Acct: 3905 To Whom It May Concern: On Friday, August 30, 2019 the water service was disconnected at the curb stop for the property mentioned above. It is our understanding that the owner plans to demolish the house, re-build and will install a new water service at a later date. If you have any questions regarding this do not hesitate to contact our office Monday through Friday, 8:OOAM until 4:30PM at 508-428-6691. Sin erely; t Glenn .Snell, Asst. Superintendent Centerville-0sterville-Marston s Mills Water Department GES/cvb ' 1 Liberty mutual SURETY Bond 999016725 LICENSE OR PERMIT BOND KNOW ALL BY THESE PRESENTS,That we,Bayside Building Company,Inc. as Principal, of P.O. BOX 95 (Street and Number) CENTERVILLE Massachusetts and the The Ohio Casualty Insurance Company , (c ay) (State) New Hampshire corporation, as Surety,are held and firmly bound unto Town of Barnstable (State) as Obligee,at 200 Main Street,Hyannis,MA 02601 ,in the sum of One Hundred Ninety-two Dollars And Zero Cents (S192.00 )for which sum,well and truly to be paid, we bind ourselves, our heirs, executors, administrators,successors and assigns,jointly and severally,firmly by these presents. Sealed with our seals,and dated this 18th day of September , 2019 THE. CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal has been or is about to be granted a license or permit to do business as Street Opening/Right of Way for the work to be performed at/for: Construct a single family home 11,3,2 South Bay Rd Osterville,MA by the Obligee. NOW, THEREFORE, if the Principal well and truly comply with applicable local ordinances, and conduct business in conformity therewith,then this obligation to be void;otherwise to remain in full force and effect. PROVIDED,HOWEVER: 1. This bond shall continue in force: ® Until 18th day of September ,2020 ,or until the date of expiration of any Continuation Certificate executed by the Surety OR ❑ Until canceled as herein provided. 2. This bond may be canceled by the Surety by the sending of notice in writing to the Obligee, stating when,not less than thirty days thereafter,liability hereunder shall terminate as to subsequent acts or omissions of the Principal. Bayside Building Company,Inc. By Principal vZV INS&A The(Jo Casualty Insurance Company yJPG"JaLpo y0 NAMPs�`�av By yl Timothy A.Mikolajewski -Attorney-in-Fact Liberty Mutual Surety Claims•P.O.Box 34526,Seattle,WA 98124•Phone:206-473-6210•Fax:866-548-6837 LMS-209899 03119 Email:HOSCL@Iibertymutual.com•-www.LlbertyMutualSuretyClaims.com i ' This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in them anner and to the extent herein stated. Liberty 10� Mutual® The Ohio Casualty Insurance Company SURETY POWER OF ATTORNEY Principal:Bayside Building Company,Inc. Agency Name:DOWLING&O'NEIL INSURANCE AGENCY Bond Nlunber.999016725 Obligee:Town of Barnstable Bond Amount($192.00 )One Hundred Ninety-two Dollars And Zero Cents KNOW ALL PERSONS BY THESE PRESENTS:that The Ohio Casualty Insurance Company,a corporation duly organized under the laws of the State of New Hampshire(herein collectively called the"Company),pursuant to and by authority herein set forth,does hereby name,constitute and appoint Timothy A Mikolajewski in the city and state of Seattle,WA, each individually if there be more than one named,its true and lawful attorney-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Company in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of the Company has been affixed thereto this 26th day of September,2016. �11 INS4, The Ohio Casualty Insurance Company �JP4oaP0r�rQ y� r F (O 0 1919 0 � -0 N0 04MP'A aa3 By: c David M.Carey,Assistant Secretary U) c � STATE OF PENNSYLVANIA Z) COUNTY OF MONTGOMERY ss @ c c) (D On this 26th day of September, 2016, before me personally appeared David M. Carey,who acknowledged himself to be the Assistant Secretary of The Ohio Casualty Insurance_ 0 f Company and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as duly to a) > authorized officer. t.)W (Um a'iE — IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. c c•N o (U V) cY) COMMONWEALTH OF PENNSYLVANIA Q V O O O Notarial Seal C O.2 Teresa Pastelta,Notary Public 42) @ C Upper MerionTwp.,Montgomery County By: 3 E My Commission Expires March 28,2021 O to ai. Teresa Pastella,Notary Public a o (C)) Member,Pennsylvania Association of Notaries N O CIA O This Power of Attorney is made and executed pursuant to and by authority of the following By-law and Authorizations of The Ohio Casualty Insurance Company,which is now in full force 0 (D Eai and effect reading as follows: 0M a >1 ARTICLE IV-OFFICERS:Section 12.Power of Attorney. >o O > Any officer or other official of the Corporation authorized For that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the au'IT President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety+L-cq Z v any and all undertakings,bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney' shall E M have full power to bind the Corporation by their signature and executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any c c? power or authority granted to any representative or attomey-in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by 0 o the officer or officers granting such power or authority. o Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attomeys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature or electronic signatures of any assistant secretary of the Company or facsimile or mechanically reproduced or electronic seal of.the Company,wherever appearing upon a certified copy of any power of attorney or bond issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. 1,Renee C.Llewellyn,the undersigned,Assistant Secretary,of The Ohio Casualty Insurance Company do hereby certify that this power of attorney executed by said Company is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Company this 18th day of September 2019 VZY INS&� UJP4oarogyro ym 0 1919 0 By: y0yF bAIAPaa�o Renee C.Llewellyn,Assistant Secretary �y1 * t.� POAOutpuroce The Commonwealth of Massachusetts Department of Industrial Accidents -- Office of Investigations - 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contraeto>rs/]Eleet>ricia>ns/Plumbe>rs Applicant Information Please Print Legibly Name(Business/Organization/Individual): AQ ko\ Address: 20 ?DOX q� City/State/Zip: & WP, a L&51 Phone#: 771-10 46 Are you an employer?Check the appropriate box: 'Type of project(required): 1.❑ I am a employer with 4. N I am a general contractor and I employees(full and/or part-time). have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 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.Insurance Company Name: A cx-I t 0,- Policy#or Self-ins.Lic.#: ()U7 CA(p Z 06 G - Expiration Date: t /ZO Job Site Address: City/State/Zip: Attach a copy of the workers' compensation polic declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi nder the p and penalties of perjury that the information provided above is true and correct Sipmatwe: Date: Phone#: I&A h Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Town of Barnstable, N na Regular ory Ser yiees B rum,VAR9. aer Thomas]?.1.homas Fe Seiler,Director , TomFerry, Building Commissioner 200 Mein Street, Hyanaie,-MA 02601 I �-wc•�.iown,barnstable.maais 6 fice; 508-862•-4038 I Fax: 50B--790-6230 i Proper 4VM6r Must CoMplete anctSign Thils Section IfUsl g ABuil&r T, "( S (an ca✓l _ ' • � as Owner of the subject property hereby authorize &wntelv gulalk1g. io act on my behalf, µ in all matters relative to.work authorized by tU Bi ilding permit application for; , (Ad r-ss oi•J b) of Qw�ier Date print game QyoW-S:0wiai krERMissroN Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home-Improve mAil6`ntractor Registration f - Type: Corporation F Registration: 113786 BAYSIDE BUILDING INC r PO BOX 95 Expiration: 07/15/2021 CENTERVILLE, MA 02632 Update Address and Return Card. SCA 1 %r 20M-05/17 •l�G U'O/72/72/J/7.LUC0.'GC/L 4�//�(J'lJ,r/'v'CI.C/l.CC6G'��• ' Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYP ,,Corporation before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 1=13r786= 07/15/2021 1000 Washington Street - u'a 710 BAYSIDE BUILDING_I_C _ tit Boston,MA 02118 BRIAN T.DACEY`; 3 BAYBERRY SQ CENTERVILLE,MA 02632 Undersecretary NO alld W ut Signature g Commonwealth of Massachusetts r.fl r'� Division of Professional Licensure hoard aF E3itiiiiiEtg Rbjulati&is and Standards C8-005645 yap j t,�pires: 04/19/2020 ,t BRIAN T DACEY PO BOX95 CENTERVILLE PA 02632 Cominissioner �" I 5 i Construction Supervisor Unrestricted-Buildings of any use group which contain less than 35,OOO1cubic feet(991 cubic meters)of enclosed t space. - e I Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit www.mass.gpv/dpl /) Bayside Building Subcontractors2019 General Uability Workers Comp Comments Sub Contractor I I GL Start GL End WC Start I WC End Villani Construction Inc 04/12/19 04/12/20 01/08/19 01/08/20 Christopher Costa Inc. 04/13/19 04/13/20 01/09/19 01/09/20 Walpole Woodworkers 04/14/19 04/14/20 01/10/19 01/10/20 Botello Lumber Co. Inc. 04/15/19 04/15/20 01/11/19 01/11/20 Davids Building&Remodel Interior Trim Carpen. 04/16/19 04/16/20 01/12/19 01/12/20 MacDonald Concrete Finishing Cellar/garage floors 04/17/19 04/17/20 01/13/19 01/13/20 O'Fihelly,Brian 04/18/19 04/18/20 01/14/19 01/14/20 American Floors Oak floor finishing 04/19/19 04/19/20 01/15/19 01/15/20 Morse's Masonry Mason Contractor 04/20/19 04/20/20 01/16/19 01/16/20 Meagher Construction Roofer Framer 04/21/19 04/21/20 01/17/19 01/17/20 Pro Fence Co. Inc. Fence 04/22/19 04/22/20 01/18/19 01/18/20 Cape Cod Insulation 04/23/19 04/23/20 01/19/19 01/19/20 Spagnuola,Anthony dba Spags 04/24/19 04/24/20 01/20/19 01/20/20 Jeffrey Lauder Bobcat 04/25/19 04/25/20 01/21/19 01/21/20 Reliance Air Systems Inc 04/26/19 04/26/20 01/22/19 01/22/20 Foam Insulation Technology 04/27/19 04/27/20 01/23/19 01/23/20 Falmouth Engineering 04/28/19 04/28/20 01/24/19 01/24/20 Coy's Brook Inc Landscape 04/29/19 04/29/20 01/25/19 01/25/20 Hill Construction Framer 04/30/19 04/30/20 01/26/19 01/26/20 Carpet Barn Inc 05/01/19 05/01/20 01/27/19 01/27/20, L&M Glass Co Inc Mirrors shower doors 05/02/19 05/02/20 01/28/19 01/28/20 Kitchen Concepts of Taunton 05/03/19 05/03/20 01/29/19 01/29/20 Creswell Construction Steve Creswell 05/05/19 05/05/20 01/30/19 01/30/20 Toby Leary Fine W000dworking Trim Carpentry 05/06/19 05/06/20 01/31/19 01/31/20 Pastore Excavation Inc. Excavation 05/07/19 05/07/20 02/01/19 02/01/20 VMA Electric Pool Installer 05/08/19 05/08/20 02/02/19 02/02/20 Jackson Welding 05/09/19 05/09/20 02/03/19 02/03/20 Govoni Land Services Land clearing 05/10/19 05/10/20 02/04/19 02/04/20 A.F.M.Plumbing 05/11/19 05/11/20 02/05/19 02/05/20 Cape Cod Marble&Granite 05/12/19 05/12/20 02/06/19 02/06/20 ML Riley Construction Framer 05/13/19 05/13/20 02/07/19 02/07/20 Cavanaro Consulting Inc 05/14/19 05/14/20 02/08/19 02/08/20 Reed Mel Sheetrock 05/15/19 05/15/20 02/09/19 02/09/20 Triple Crown Cabinets&Millwork Framer 05/16/19 05/16/20 02/10/19 02/10/20 Arne Excavating&Paving 05/17/19 05/17/20 02/11/19 02/11/20 Fast Glass Service 05/18/19 05/18/20 02/12/19 02/12/20 Chaves,Robert ECectrician 05/19/19 05/19/20 02/13/19 02/13/20 Aluminum Products of Cape IStorms,screens gutters 05/20/19 05/20/20 02/14/19 02/14/20 N:\aaNICK\AA—Subcontractors Insurance Master 2012 1 fz Home Energy Rating Certificate Rating Date: Projected Report Registry ID: Unregistered p Ekotrope ID: DLzg6Ro2 Index • Annual SavingsHome: Grandour home's HERS score is a relative 132 Island Dr lowerperformance score.The Osterville, MA 02655 the more energy efficient the home.ToBuilder:$ 7999 55 learn more, visit www.hersindex.com *Relative to an average U.S.home Bayside Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 157.0 $2,670 2015 International Energy Conservation Code Cooling 1.6 $100 Hot Water 16.7 $276 Lights/Appliances 58.2 $3,597 Service Charges $0 Generation (e.g.Solar) 0.0 $0 Total: 233.4 $6,643 HERS"Index Home Feature Summary: Rating Completed by: RmEnwa Home Type: Single family detached Energy Rater:Chris Mazzola 150 Model: N/A RESNET ID:8873503 Existing 140 Community: N/A Homes 130 z Rating Company:Home Energy Raters LLC Conditioned Floor Area: 11,004 ft 180 State Rd,Suite 21J Sagamore Beach MA 02562 f! 110 Number of Bedrooms: 6 508 833 3100 Reference '� ioo Primary Heating System: Furnace•Natural Gas•95 AFUE Home 90 Primary Cooling System: Air Conditioner•Electric•13 SEER Rating Provider:Energy Raters of Massachusetts A'` Prima Water Heating: Water Heater•Natural Gas•0.92 Energy Factor 2 Woodlawn Street Amesbury,MA 01913 70 Primary 9� 9Y 60_ House Tightness: 2 ACH50 978-270 3911 ift� S0 Ventilation: 80.0,61.0 CFM•54.0,8.0 Watts 40 Tbls Home Duct Leakage to Outside: 120 CFM25(1.79/100 s.f.) so 20 Above Grade Walls: R-21 Zero Energy 10 Ceiling: Vaulted Roof,R-41 Home o Window Type: U-Value:0.3,SHGC:0.3 Lu1c.•By Foundation Walls: N/A Chris Mazzola,Certified Energy Rater •x, •tsrar Date:9/19/19 at 8:41 AM • fa • .. This port redoes Building Specification Summary Property Organization Inspection Status 132 Grand Island Dr Home Energy Raters LLC Results are projected Osterville,MA 02655 508-833-3100 Chris Mazzola Grand Island 132 Main house Grand Island Dr 132-DLzg6Ro2 Builder Bayside Building Information Rating Conditioned Area[Itz] 11.004.00 HERS Index 55 ' Conditi� oned Volume[fte]- 127,766.00 HERS Index w/o PV-._ 55 i Thermal Boundary Area[ft2] 17.520.10 Number Of Bedrooms_ 6 I Housing Type Single family detached _ Building Shell Ceiling w/Attic I R39,BFG,14,10x16,G1 U-0.03 Windows(largest)I U-Value:0.3,SHGC:0.3 Vaulted Ceiling R41,DPBFG,10",10x16,G1,C U-0.02 Window%Wall Ratio 0.19 C� _._;. I_ � - - �� �- _ __.. Imo_ Above Grade Walls I R21,FG,6x16,G1 U-0.05 Infiltration_12 ACH50 Found.Walls I None LDucct Lkg to Outside 1120 CFM25(1.79/100 s.f.) Framed Floors I R30,FG,10x16,G1 R-30 i _ Total Duct Leakage 1120 CFM25(Post-Construction) �� Slabs I None �. Mechanical Systems Heating Furnace•Natural Gas•95 AFUE Cooling Air•Conditioner_Electric-13.SEER Water Heating Water Heater•Natural Gas•0.92 Energy Factor ;Programmable Thermostat—Yes-- _ — -- — Ventilation System 80.0,61.0 CFM•54.0,8.0 Watts Lights and Appliances Percent Interior LED_ 100% _ Clothes Dryer Fue___EL ctric �------•� , _ Percent Exterior LED F 100%" Clothes Dryer CEF 2.6 Refrigerator(kWh/yr) 745.0 Clothes Washer LER(kWhtyr) 704.0 _ D shwasher Efficiency 0.46 EF i Clothes Washer_Capacity _2.9 Ceiling Fan None Range/Oven Fuel Electric Ekotrope RATER-Version 3.1.1.2256 AU results are based on data entered by Ekotrope users.Ekotmpe disdalms all liability for the 4dorrnation shown on thts report. Building Summary Property Orgenttatlon Inspection Status 132 Grand Island Dr Nome Energy Raters LLC Results are protected OsrenNle,MA 02655 506-633-3100 Gels Mazzola Grand Island 132 Main Crouse - Grand Island Dr 132-DLzg6Ro2 Builder Baysde General Building Information 'Number Of Bedrooms 6 Number Of Floors 2 Conditioned Floor Area[sq.R]' '11,U04 Unconditioned,attached garage? Yes ... Conditioned Volume(ct%H.]' 127,786LL Total Units in Building 1 —Residence Type— Single family detached Floor Number 'Model _ Community Climate Zone 5A Foundation Wall None Present Foundation Wall Library List Norm PrmM Slab Norm Present Slab Library List None Present Framed Floor Name Library Type Carpel R Floor Grade Surface Area Location >ambient• RIO.F6,10t16,G3 0.68 Above Grade 300.0M Unlnsulated Unconditioned Basement Framed Floor R30,FG.lOxl6,G1 0.66 Above Grade $734.0 fP Unlnsulated Unconditioned Basement 1 Building Summary Property Organization Inspection Statue - 132 Grand Island Dr Home Energy Raters LLC Results are projected OstOrA110,MA 02655 508-833-3100 Cats Mazzola Grand Island 132 Main house Grand Island Dr 132-DLzg6Ro2 Builder Bayside Framed Floor Library List Name Effective R-valuo R19,FGJOxl6,G3, 15.535' R30,FG,1oxl6,GT 28.66 Rim Joist Name Library Type Surface Area Location >ambient� - - R20. 466.0 hr Exposed Extedoi Rim Joist Library List Name Effective Insulation R-valua R20 20.00 Wall Name Library Type Surface Color Surface Area Location >ambient, R21,FG,6x16,G1 Medlum 5.046.58° Exposed Exterior >basement R15,FG,4x16,G1 Medlum 1.074.2 br Unlnsulated Unconditioned Basement td walls above grade. R21,FG,6xl6,G1 Modlum 498.6 IV Exposed Exterior gable walls, - R2I,FG,6xI6,GV Medlum 1,261.8 IP Unoondtdoned,attached garage Wall Library List Name Effective R-value R15,FG,4xl6,G1 13.029 R21,FG,6x16,Gl 17.671, 2 Building Summary Property Organization Inspection Statue 132 Grand Island Dr Flame Energy Rators LLC Results are projected Ostervllle,MA 02655 506•833-3100 Chris Mmola Grand Island 132 Main house Grand Island Dr 132.DLzg6RO2 Builder Bayslde Glazing Name Library Type Wall Assignment Foundation Wall Overhang Depth Overhang Ft To Overhangg Ft To Orientation Surface Area Assignment Top 90ft Front U0.30,SHGC:0.30 >ambient 0, 0 0 South 46.5 W Front dh,1.1:0.30,SHGC:0.30, >ambient 0 0 0 South 172.3 h2 Front gable dh U:0.30,SHGC70.30, gable walls 01 0 0 South 75.0 a2 Front sliders U:0.30,SHGC:0.30. gable walls 0 0 0 South 71.3 ar Left U:0.30,SHGC:0.30 >ambient 0 0 0 West 99.0 n2 Left sliders U:0.30,SHGC:0.30, >ambient 0 0 0 West 80.0 h2 Rear;U:0.30,SHGC:0.30 >ambient 0 0. 0 North 73.501 Rear dh U:0.30,SHGC:0.30 >ambient 0, 0 0 North 268.0 ft2 Rear fd slider U:0.30,SHGC:0.30, fd walls above 0 0 0 North 160.0 02 grade Rev gable dh,U:0.30,SHGC:0.30, gable walls 0. 0 0 North 117.0 fP Rear slider U:0.30,SHGC:0.30 >amblent 0 0 0 North 240.0 g2 Right U:0.30,SHGC:0.30 >emblem 0 0 0 East 36.0 ft2 Right gable dh U:0.30,SHGC:0.30 gable walls 0 0 0 East 36.0 fl2 i Glazing Library List Name Shgc U-factor U:0.30,SHGC:0.30 0.3 0.300 Skylight None Present Skylight II ht Libra List Library None Present 3 Building Summary ,Property Organization Inspection Status - 132 Grand Island Dr Nome Energy Raters LLC Results are projected OsterAls,MA 02655 508-833-3100 Chris Mazzola Grand island 132 Main house Grand Island Dr 132-DLzg6Ro2 Builder Saysbe Opaque Door Name Library Type Wall Assignment Foundation Wall EmltNnce Solar Surface Color Surface Area Location Assignment Abaorpterrce >basemet,Wood panel,t 3I8', >basemem' 0.9. 0.75 Medium 20.0 fP Exposed Exterior From,ThennaTru,Opaqul >amblera 0.9 0.75 Medium 40.0 nr Exposed Exterior w2 side Iltesl LeffThermaTru,Opaqun >ambient 0.9 0.75 Medium 40.0 fP Exposed Exterior w2 side etas' Rear,ThermaTru,Opaqui >ambient 0.91 0.75 Medium 40.0 fP Exposed Exterior w2 side liters' Opaque Door Library List Name Effective R-value ThennaTru,Opaque w2 side hers 5.436 Wood panel,t W 1.33 Roof Insulation Name Library Type Attic Extarfor Ares[s.f.] Clay or Concrete ngo1 Surface Color Surface Area Location AtUcFlat R39,BFG,l4',10xl6,G1' 37.5 No Medium 30.0f-, Attic Sbped ceilings R41,DPBFG,10',10xl6.G 6,109, No Medium 6,109.0 ft- Vauaed Rool Roof Insulation Library List Name Has Radlant Barrier Effective R,velue R39,BFG,14',10xl6,G1'. - No. 37.566 R41,DPBFG,16',16x16,f No 34.141 4 Building SummaryProperty Organization Inspection Statue 132 Grand island Or Nome Energy Raters LLC Results are projected 08tervlile,MA 02855 508-833-3100 Chris Mazzola ... Grand Island 132 Main house Grand island Or 132-OLzg8Ro2 Builder Bayside Whole House Infiltration Infiltration Measurement Type Shelter Class 2 ACM at 50 Pe' - - Blower-door tested': 4 Mechanical Ventilation Ventilation Type Ventgatlon RW Ih°/ Operational hours per day Fan Watts Rune once everyhNo n Energy Recovery Percent ERV� - 80 24 54 Yes' 66' ICI Exhaust Only' 61' 24 8, Yes 0 Lighting %Interior Fluorescent %Interior LED Lighting %Extorter Fluo cent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting ughung Ug Ung Lighting 0 100 0 100 0 100, Onsite Generation None Present Onsite Generation Library List Norte Present Solar Generation None Present 5 Building Summary Property Organlzetlon Inspection Status 132 Grand Island Dr Home Energy Raters LLC Results are projected OstenAfie,MA 02655 508-833-3100 ' Chris Mazzola Grand Island 132 Main(rouse Grand Island Dr 132-DLzgSFW Builder Bayside Solar Generation Library List None Present i Conditioning Equipment Name Library ripe Hea111g Percent Load Cooling Percent Load Hot Water Percent Load Location AC(1)r- - - ACC,20,13SEER'. 0% 50% 0%' -- Unspecified AC(2),' ACC,24k,13SEER: 0% 50% 0% Unspecified Y Furnace(I)' FURNACE,AFUE95.0,NG' SD% 0% 0% Unspecified Furnace(2), FURNACE,AFUE95.6,NG', 50% 0% 0%. - Unspecified Water Heater INSTANTANEOUS,EF92.0,NG 0% 0%' 100% Unspecified Equipment Type:ACC,24k,13SEER Fuel Type Electric Distribution Type Forced Air Motor Type PSC(Single Speed) Cooling Efficiency _ 13 SEER Cooiin'g Cepecity_[kBtWhl,._ __24 _ ��7 Equipment Type:FURNACE,AFUE95.0,NG Fuel Type Natural Gas Distribution Type Forced Alr Motor Type' PSC(Single Speed) V^� Heating Efficiency 95 AFUE 'Heating Capacity( UM1 60 Use default EAE Yes �EAE[kWlij 787"�"' Equipment Type:INSTANTANEOUS,EF92.0,NG `Fuel Type �`Natuial Oas Distribution Type Hydronic Delivery 'Hot Water Efficiency 0.92 Energy Factor . �Tanidess7 Yes ' 6 Building Summary Property Organization Inspection statue 132 Grand Island Or Homo Energy Raters LLC Results are projected OSteMIIe,MA 02655 508-833-3100 Chris Mazzola Grand Island 132 Mein house Grand Island Or 132-DL ZOW Builder Bayslde Distribution System 'Distribution Type_-_. Forced All, Heating Equipment Furnace(1) `Cooling Equipment_ AC Sq.Feet Served 6711 '&Retum Grilles 7 Supply Dud R Value 6 'Return Dud R Value 6__ Supply Dud Area[fig 1811.97 'Return Dud Area[fig 671.1 Leakage to Outdoors 120 CFM25(1.79/100 s.f.) Total Leakage 120 CFN125 Total Leakage Dud Test Conditions Post-Construction 'Use Default Flaw Rate �Yaa _ T_ Duct 1 'Dud Wcatlon Basement(lisufated basement celgng) 1 Percent Supply Area 100 — Percent Retum'Area 100 Duct _ _ Dud Lomatlon Conditloned Space Percent Supply Area 0 'Percent Retum Area 0 Dud 3 _ _ 'Mict Locatlon Attic(wag vented) Percent Supply Area 0 Percent Return Area 0� Duct 4 'Duct l-ocatlon Co_ndi0_on_ed Space Percent Supply Area 0 rn A`Percent Returea '!0 Dud 5 Duct Locatlan_ Conditloried Space Percent Supply Area 0 _ 'percent Return Area 0 Duct 6 Duct Lomatlon Conditioned Space _ Percent Supply Area 0 `Percent Return Area 0 7 Building Summary Property OrBeelzatloe Inspection Stems 132 Grand Island Dr Home Energy Raters LLC Results we projected Ostervllle,MA 02655 508-833.3100 Chris Mazzola Grand Island 132 Main house Grand stand Dr 132-DLz"Ro2 Buildar BayWo Distribution System 'DlsMbution Type Forced Air Heating Equipment Furnace(2) Cooling Equipment AC(2); Sq.Feet Served 4293 $Retum Gillles 3 Supply Duct R Value 8 -Return Duct R Value 8 Supply Duct Area[119 1159.11 'Return Duct fliq 843.95 Leakage to Outdoors 160 CFM25(3.73%100 s.l.)_ _Total Leakage _ 16D CFM255"`�"` Total Leakage Duct Test Conditions Post-Construid • - 'ilea Default Flow Rate'" Yes_ Duct 1 -DuctLocailon_ Conditioned Space -Percent Supply Area 100 _-_ - 'Perc'ent Return Area 100' Dud 2 'DucfLocatlon Conditioned Space rce Pent supply Area 0' Percent Return Area 0 Duct 3 Duct Location_ Attie(wail vented) PercentSupp ly Area 0 Percent Return Area 0 Duct 4 Duct location Widitoned Space Percent Supply Area 0 Percent Return Area 0 -- `Dud Lecatlon Conditloned Space Percent Suppry Area 0 TPement Return Area 0 -Duct6 ------- - 'DuctLocation_ CoridlUdin d Space - PercentSupptyArea 0 — -- 'Percent Return Area 0 Ceiling Fan Has Ceiling Fan No Clm Per Watt 70.42264 8 v Building Summary . Propmry Organization Inspectlon status - 132 Grand Island Or More Energy Raters LLC Results are protected OateMlle,MA 02655. 508-833-3100 .. Chris Mazzola Grand Island 132 Main house Grand Island Or 132-DLzg8Ro2 Builder Sayslde Water Distribution Water R.Wre Type_ Standaatd Use Default Hot Water Pipe Length No THot Water Pipetength[R]— —95.7 At Least R3 Pipe Insulation? Yes `Hof Water Recirc ilili System? No Recirculation System Pipe Loop Length[it]�170 Drein Water Heat Recoyery9` _�No��___•� _,�. _____�____ Clothes Dryer TFuelType Electric Cef 2.617 'Feld Utilizatlon Timer Controls Clothes Washer Label Energy Rating _ 704 kWh/year Electric Rate $0.08/kWh Annual Gas Cost $23'00 Gas Rate $0.58Rherm Capadty_ 2.874 Imet 0.33053 Appliances and Controls Programmable thermostat?_ Yes Dlshwasher Size Standard Dlshwasher EFlidency Range/Oven Fuel Electric Convection Oven? No Indudion Range? _ No �Refilgnrator Consumptlon 745 kWtdYear Notes Errors and Warnings have been Rater Reviewed 9 SMOKE DETECTORS O.K. BA STABLE UILDING DEPT, w: I .r J� L _/ m .. .�"'. DE-f A I L D1 I7ETAI l.__ D2 elx cMlwln Llw.rrr Al 1•�!d N �'`' �, N �A11� li e e t a'f►Kse wed"4.. I Pdu pl�.�o Jo:J1�F6Mcd Ne y I 1 _ __� � 7fic..lo PLooa FILM I TTCC _ l 1 . 1 R T- iIII I `'.•— �'o ".u-r. � i � o• I I I1� it F kWWUJr —_--� wN�nrs.r�J.ai b C Mw1l�rlAyc.�td.►RJR � 1 FrP-.d B77 WoRrtru}...•.e.s� /vw�•- GdJ Iltt'[I NMMY�{�^IX G NI'll�t1 GyeslJvpp,.espN��y y��LOdO^ ��t ln�m.00ea. i 1-^1 NV�G►14.1a'�i�ia�Nl�s s1�1�1'�A.ITSG!✓`�VtY 1•d OEM esv�snp��.A I r T etlFvr+�lo+J •wro.�•W.ww Jbr. Andrew & Carolyn LANE —Iss All j In, 9 ee J e � e fiit b! ii�� � • S 6. 6�a�6Ys a R ! Ile 3 - • lip 7 ir i . t' TI — LLJ - V J 4 l� R55 { xC 338 p y_ I '1�' Ji\wS /OV 11VN'19 7x4 ' 1 —',v 19i1M•�%la a '9)�i+ ! I i —L- L IL a �Q i I _ 6 ' /I a.•.4.�1�levri'i. 1��,E�.Tfa+f YGGtt I��4¢ / I .{r�c.c.b•O rw .�.uwOc/ _ _ r ..:... ism. b�4ily�- I pr•p-"By, �y: Cop�rynt flOflf M J Ug o r r ® ems Lt T (E sT LCI`r :,eve e�-rloN °"` ,�••"" ' a w..nstsww M� sasr ar Andrew & Carolyn LANE ZZ F32 SouIt.B R—d •Ostslts •Ya ttstat ttass ttatm—G M • ss� om .......me I � a d � � � �,.W LIN• 0 �weny� �e�re� - I GI W 1�,1) O \ ' I / ..aqG. tM�wrn�eH wW► 1 }�.ry'xl-;l.:wl lefm�ftr✓ecc_... _ — _ —_..-- 1 �1 I MCA"alw —�wer�' 4u �� I �_ I .►..,I_ _�. ,�. ._ j/ TI�'Lsa,...•vfar-v ff..•i twat f�t ocr.a1M f wv e..wp.rma I . ri 1s r' i4 yr o.r,a By ter C.P"ei — . ® DEW ASSOCUM (n�►/rcar?y M A I saro N t-1 O U S L— �f" o4 CIEVATION •K71L:I�•1•0� - .. ...-.\,A A�j � C SOOT I I � .ww rnl�w/fir � nt�� j Andrew & Carolyn LANE A3 ZZ • ale V4, • 1�.,, 132 Soush B Rood •oslvr . Ka ' c7�16+e I f>t ofn 28.15100f I �IR6RP9R�l��g e 2i 3 V k 4-if M © -- II+�-- -- I lu a ,•`t � s I tc. � I • o LL t� l �w��.r•vrt - I _—_•�ra..cr sore Or lm' or 1 1 , F"Meo -a«b'a.oa wmq ��t \� � a �J r �f ""°.�•"'r �'r' .�IN6 FRIEZE GEfAIL v3 l �——— '— _ _ - I 41P 2-7 l �1 ♦ • • . r Y ( rea•eea«eiiaaak+n i_ _..� °"�eaneeail A;v yr.w..a Dr. 1or: copyr10E1 mmoo.o Mw.:r •aa� aar I`� I G� 11�T SI �t 1=L \/AT I O I� _ RIGHT 51�F EIEVA?101�1 °t` E NTiZY SAX OIsT UET ,�� ,,, C w e -r • .� •�w.� I Andrew &Carolyn LANE =4 -7- 132 SoulA&m Road •Oat •M. ' ttys fm1•w 1fa1� • am •• 1 1e•0 I � r i<s...ena�•w.n M1: I I sRv wrt �, aa.w*o.awa w __ , � Nn•u 4+e. pLc..R.I yara gc fnFa . Y t Pep...d By: for: Copfrye�. A L L- �/ �-T- I G71� xomts�os ;• w e -� - ®�,� r -: c pR cc RwwT-roe ezj&-naJ °�•` , ...e—'n% .m. 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' _ b•irJr. 6 •�w.F 1-tea-. _ __ _ } ' 4•rf.us..t �ahe#ai�.—.__ __ P•+WrW or, /ar, �� - r • •., • � � � D6CK/w.To P�+as/secnonl s�r..�ic a�,.o� A 1 O S G I O man -/�--.- Andrew Carolyn LANE V4• I'a `� M SoWA B oa Rd'•0O.—M •Ma A7 22 • m M%M—Awl N� oar at.lolo.■ _ — -- 41; 46la HER � R �u a° Z 3 PF: � b � .� . �Qt D •tl 1yy1 � .1�.� y` ti p �IE! • T i ` 00 Q io LJ . _ ge ,.�.F.;.,.� 5 -L Sig ..�: �QAI� �. ... ��.. _. I ; r�n-s- — •,a�. ..sy ate•. ��a7M. �N�"D-� ..Di'+ MIS d ra �7 j/� •.•nrs+niarf I � .•. � N �w� F ei'i ' w• rt toot. !L a+ r 7g ^b ,•,c red �— 1.-•----•--� fill LL w : 'el ~ bi"fir. 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It 86 " •' pt, ~ 1 Z S � ay 5�•9 ''�— e � 1 rJ i I I 84. a �1 e a Q i R 1 � 2 I • o � J N r air I S " i 5� I it � I 3 I � � -1 Tg Jp a � �• eT p o 1 I � a S i t ' I a nip All f a ,rf ° Rt 41 A �j y M i IL J 1 I• t -i - 3>* iL I 3� d It L e a • °a tf '` T • s b t 4 �- i w a 1p • o - Will I*Til P OMM r z � ■i r a Vie. w CQ -9 ,.. _ ,� � ,j I ..` . ; �� ' u% �" ���: �� ��" s 5. TOWN OF BARNSTABLE ,r CERTIFICATE, OF OCCUPANCY PARCEL ID 093 045 001 GEOBASE ID 4415 ADDRESS 132 SOUTH BAY ROAD PHONE OYSTER HARBORS .ZIP LOT 11 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 56432 DESCRIPTION C/O FOR SFH UNDER PERMIT# 32767 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS; and Environmental Services. TOTAL�FEES: BOND $.00 px ` CONSTRUCTION -COSTS -$.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P:,R"?E"° +► + BARNSTABLE, s' MASS. 1639. BUILDING' IV 5I0 i BY DATE ISSUED 10/12/2001 EXPIRATION DATE _ f � si 'I TOWN OF BARNSTLABLE V r o e ,—/ . .-- _-q_ 4 BUILDING PERMIT - PARCEL ID 093 045 0011 GEOBASE ID 4415 ADDRESS 132 SOUTH,BAd ROAD PHONE OYSTER HARBORS ZIP -- �; LOT 11. ,,.; BLOCK LOT SIZE DBA DEVELOPMENT IDI STRI CT CO i I ERMIT 32767 DESCRIPTION RAZE AND REBOILD SINGLE FAHILY DWELLING RMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONT.RACTORS: ALAN D LANE- +r b Department of Health, Safety ARCHITECTS: and Environmental Services i ITOTAL FEES: $1,592. 13 �� BOND $.00 00NSTRUCTION COSTS $51.3,590.00 � 101 SINGLE FAIL HOME DETACHED 1 PRIVATE P :.*11 # ,� * BARNSTABLE, MASS. �► 039. �0 A 1 E�'A BUILDING DIVISIO BY 7 DATE ISSUED 08/17/199B EXPIRATION DATE � t THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS.CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU FOR - ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD S.0 IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1S rt cl I d 5 U �• II uu C �VA� I L) a�r� ��•u 3. 1 HEA ING INSPECTION A, ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OT R: SITE PLAN REVIEW APPROVAL j C ftt ' WORK SHALL NOT PROCEED UNTIL ERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. , . B .UlLDIN. G PERM- IT Assessor's map and lot number .... 16 7v���,��E s' s/'c"y T o 0 Se aged' errri� number .......CAi, rtf-W!f%........rP.......T/.14- BA"STABLE. i House number ... rnea 90� 1639 9� I ED YPY of. TOWN OF . BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT .TO .................. ... ...�� � ...;.................................................................... TYPEOF CONSTRUCTION .......................... ...... .... ... .......................................................................... /0 �� TO THE INSPECTOR OF BUILDINGS: -.i..+p ..,ww .-0pe rm!o-a...,.,c§rE:,-41wR«as.:r.„. '. owing in orma:: 1t-�:.?44�2A'�.o:...{�•. •s N,.j.i r'•.e a�u.'�t!",..7".l,"o w,� •, ,�- T e�unc�ersigne�"�iereby applies for a permit according to the fo`Ilowmg mformatior�l'. Xza Location ............�4i114-116� ............ ... ................................................... ....... ProposedUse ............. ,..................................................................................................................................... ZoningDistrict ........................................................................Fire District .............. .. ... ........................... .. ............... y , Name of Owner tom.. C� Address .................. 4 Name of Builder ...,.. -... .� ...................................Address �/'. � E'.. Nameof Architect .....................�—....................................Address .......................��..................................................... Numberof Rooms ................".'..::r.....................................Foundation .......... .................................................. Exlerior ..:. tom. = �:. 'w�` ............Roofing .........� � . . ................................................. Floors ..........� .................Interior . . � !: Heating ...................Plumbing �-....................... .................................................................... Fireplace ................®..................................................Approximate Cost ........... ........................................................ Definitive Plan Approved by Planning Board ____ ____________19_�__ Area tw p Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH Sao lcm (3 sky f • N � _ , . _ �.-�._.- . - , --•--- N�`;,;; ��a,ra fie •.WOtD=1 ` Cl) �2 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. }y` Name ..... �9.. . .................. Lane, Carolyn C,,,.- 20980 garage No ................. Permit for .................................... exiotingl�'carpdrt to be removed ............................................................................... 4 if LocateLittle Island n .... ..................................... ...... .... Osterville ............................................................................... Carolyn c. Lane Owner ......................... 4 ......................................... frame Type of Cdnstruction .......................................... ....... .............................................................. 440t .... Lot ................................ 4" Janury 19 79 :'hermit Granted ........................................19 cNit /0 r-IrT Date of Inspection 9 V 7. (low tA Date. Completed ..................... ..............Z.19 PERMIT REFUSED cu ..... ............I.... 19 1 ......... .... ........It . ....... ... .. ... .... ........ ..... . ..................................................... All ............................................................................ ITS ............................................................................ J-z Approved ................................................ 19 le4 r ............................................................................... 4 .................... X ..................................................... , Assessor's map and lot number °` . ` r THE rs��°i /� _ d / - ufd�� f r �� 01 TC' �FT� J Sewage Perm t number ....... o-� ria >`�..�f�• �:��r�� e .. qs�a,« ��..:� ��, o� Z 323 5TSDLE, i House number 16 �0 TOWN OF BARNSTABLE =� BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........................ ✓�-�............................................................................. TYPE OF CONSTRUCTION .............................:::'..!°:: . .............................................................................. ...... ' %' ... �1...............19. ... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: '41 Location ..... ..'..b::............................' �� �s;� , : .' ProposedUse 9:n�1f .................................................................................................................................. ZoningDistrict ........................................................................Fire District ................ ............................................. ........... J, ' Name of Owner _%� :�° ��y'G' � � , �.��?�,�..............Address s.Fe 4.. '�� %..... 5� . . ........ �. ......... *.......� ........ ....... y Name of Builder ........,.:��° �'. :.........................................Address r > ....2............... !.. ...... Name of Architect ....................... -...................................Address Number of Rooms �v.. . ' W ................`� :::...' ...............................Foundation .......................�.::�'s.�.:.....:�..................................... t i Exterior .......... ... ..............Roofing ........ 1' f� .. Floors ` mow; .......................Interior .......,. —� �� � �� , r f ..�,... ..:,,,,, , Heating ..................................................................................Plumbing .................................................................................. y--1 Fireplace - ..................................Approximate Cost m` `r Definitive Plan Approved by Planning Board '�/ _- "�'— Area 1 Diagram of Lot and Building with Dimensions Feed SUBJECT TO APPROVAL OF BOARD OF HEALTH A • -, fit. [(. • .I J f Y' I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ................... ....., . �� �.... ' Lane, Carolyn ( , =093-04 No .20980.... Permit for .N........Farabe............. ex ting carport to *'.A--,emoved Loca>wan 13� SO r,( ....... 7r) ...... Osterville ................................................. ............................. Owner Carolyyn. . n�................. ................. .A..L Type of Construction ..............frArhe................. • .................................... . .... ......... Plot ............................ Lot .............................. Permit Granted Jan ary 19 79 . ........................19 Date of Inspection ....................................19 Date Completed .... .............................19 PERMIT REFUSED .................................. ......... ...... 19 ............... .6. 1. /.. ................ ............)... ...... Approved................................................. 19 .....................:......................................................... ..................................................................... Engineering Dept. (3rd floor) Map 3 Parcel ,s- 001 _Permit# L�F,1, 7!�'a 7 Ilse# Date Issued 1fe '/✓`'9 c - o a .,� SE3- 316 Wr -- i �r5A- )�c�c ro-Z-1 \ RNSTARLE. / TO OF r' Building Permit Application Project Street ess 3 Soul! a °d- Village, 057—oR Vf t I Owner C A ROL N// . Anu P Address _ / 3.2 Sam 1 1. Q A Y RD Telephone Permit Request aail A/ew bU j L/ Rieh►e Q p Jq LL O t.Q J?y 1 0 �S ro.ill Do/U(e C-D f MG L IS; First Floor square feet Second Floor 3 5z b s square feet Construction Type ,Q ky 00 D FRAM 't Estimated Project Cost $ ,�O .00 .5�/�,s90 J Zoning District Flood Plain e(Jc) Water Protection A/2j Lot Size ? . 02 AC Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)�� Age of Existing Structure _11 l emJ Historic House ❑Yes j(No - On Old King's Highway ❑Yes ANo Basement Type: gFull ❑Crawl ❑Walkout 14 Other ART A L WA L k UyT I Basement Finished Area(sq.ft.) /5- / 2, Basement Unfinished Area(sq.ft) :? /j L Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New ` Total Room Count(not including baths): Existing New f 9 First Floor Room Count / Heat Type and Fuel: ❑Gas J$Oil ❑Electric ❑Other Central Air j4Yes ❑No Fireplaces: Existing New 3 Existing wood/coal stove ❑Yes ANo Garage: Q Detached(size) Other Detached Structures: ❑Pool(size) 14 Attached(size) 3S 430 ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 54 No If yes, site plan review# Current Use RP S* D P*jT#A L Proposed Use IC&n b r"Ti A� Builder Information 4 Name AL4iv D. L.Igiy YZLODGE CGRP Telephone Number Sde- y9 7'�G y / Address -Po [Sot( 9 A. License# CS .27 M .,410 P/</ti'r ti , Al A 7 5/g Home Improvement Contractor# Worker's Compensation# W Po"0 7 G D 7 f 1 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO M wR)C AN SIGNATURE • DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) " 1 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ;i MAP/PARCEL Nd a i ADDRESS VILLAGE OWNER s DATE OF INSPECTION: _ FOUNDATION =b FRAME /, "�f • �JeGa �' ��WSJ INSULATION T}h v 00 . : FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I TOWN OF BAR.NSTABLE ypF THE t0 i BARNSTODLF4 NASIL DU-ILDING • INSPECTOR • f APPLICATION FOR PERMIT TO :..............r ........ ,a�.. :. `!"'°„ .......................................... TYPE OF CONSTRUCTION ......... N.? �-• -� �1 ,�'`E° .................................................... .... .. ............ f.°'°• <..'.!.�t,}-c ...... ................19. .. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: j3 i So Location ....................................Q.................. ..................................... ............................... .. ............... s ProposedUse ................................ l.weo.� .............................................................................................................. Zoning District . F—1 .................................Fire District ........................ .°3'......''..............s................................. Name of Owner � �v Ebv.....T .......................Address !.IA 7 vn elaj C�i r-de- u' ...................... ............... . .............................................................................. ... Name of Builder .. .!")o�!' .'^ ......-....�- .+?9.................Address .......................Sq.Y??.L..:............................................ Name of Architect ..........................Address '" Number of Rooms l .........................................Foundation Cohc e^ p ....... ..................................................... e P 4 Exterior ....w!.....�.�?.�'.'?g.1�':�...............................................Roofing ............ L o Floors . ............Pa,4..Lto.act :...............................................Interior ........... .. ...... ................................ . ... ...... ....... ................................ Heating ..:�j��ne ........1Vv.A`..................................Plumbing ............... 0✓3. .................................................. wl- Fireplace ..................................................................................Approximate Cost ........... 0 O..... ................................... Definitive Plan Approved by Planning Board -----------_-------------------19 . 00 Diagram of Lot End Building with Dimensions �- SUBJECT TO APPROVAL OF BOARD OF HEALTH ' w v w.7 7-!: 4o Ld U) CL Cn � � 'ai o �. 1L rnwX �. P Ica , r �-4 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .......... . .............. �<�Q.. . ................. Lane, Andrew J. No ... Permit mit- for ......add to single .............................. family dwelling ................................ .. 'S........... .................. 11L Location ........... ...... ................... Osterville ............................................................................... Owner ..........An.drew..J....Lane......................... .... ......... ... ......... Type of Construction .................frame ................... ...... ...................................... .......................................... Plot ............................ Lot .................. ............. Permit Granted................................... March 2 .. .....19 73 Date of Inspection ........... ............................19 Date Completed ........19 ._PERMIT .REFUSED ...... 19 ............................................................................... ................. .............................................................. ....................................... ....................................... .................. ............................................................ Approved ................................................ 19 ..................................................................... .................................................................. ............ J 6" N-A' MAX. •12':MIN. 6' -3•-d' MAX 12" MIN. , THIS PLAN IS INTENDED FOR THE STRUCTURAL DESIGN BASIN WIDTH (4) #4 BARS AT TOP. BASIN WIDTH 4 4 BARS AT TOP. ONLY. THE POOL CONTRACTOR OR DESIGNER IS ADVISED O # TO REFER TO THE LATEST EDITION OF THE APSP BUILDERS MANUAL FOR PROPER VANISHING EDGE CONSTRUCTION TRADE PRACTICE, INCLUDING BUT NOT LIMITED TO CATCH POOL SIZING, CONFIGURATION AND NOTE: NOTE: DROP FROM MAIN POOL. HORIZ. BARS MAY BE OVER Wmil HORIZ. BARS MAY BE OVER w r OR UNDER VERT. BARS, N OR UNDER VERT. BARS, MAINTAIN SPECIFIED #3 BARS ®. 2� (2).#4 MAINTAIN SPECIFIED 2 4 #3 BARS ® CLR. CLEARANCE TO VERT BARS. LE .C. VERT. CLR. O # BARS. I CLEARANCE TO VERT BARS. 12' O.C. VERT. t BARS. 6" 3'-0' MAX. 12" MIN. FOR STEEL N .�L �' c BASIN WIDTH / 2" REINFORCING LLI ai o l FOR STEEL a r v (4) #4 BARS AT TOP. EARTH LEVEL / CLR. SEE TABLE 650. / ( REINFORCING V Q N M MAY BE AT % EQ. M EAfiTH LEVEL / EQ., EQ. SEE TABLE 650. ip TOP'OF WALL. / t MAY BE AT / z c o TOP OF WALL / ^ `y j U I #3 BARS ® 12" // '� N Z ti ci O.C. HORIZ. J t c N a N #4 BARS 0 6" _ " o N c M t (2) #4 #3 BARS ® 2" 43 W O.C. VERTICAL 24 MIN. LAP Q d BARS. "1." O.C: VERT. Cam' a #4 BARS ®6' y �. C?� T > O.C. VERTICAL 3 BARS ® 12 N, � FOR STEEL b `UNDISTURBED SOIL EARTH LEVEL l 2' REINFORCING. 1 # r 1500 PSF MIN. BEARING MAY BE AT / ( CLR. SEE TABLE 650. w t nw. O.C. HORIZ. Z V TOP OF WALL. E0. E0. o #3 BARS ® N c� �- #4 BARS C C t t N�, 12" O.C. HORIZ r a' ® 6' O.C. .� / #3 BARS ®12' _ i1 d _r-+-- - I` tO O.C. HORIZ. a — —— W n - 1- #4 BARS '`1 1�. - �4 O "la e #4 BARS 0 6" i I ��c-1i JI `y� I_J� ®6" O.C. EQ EO O C O.C. VERTICAL. #4 BARS P CL N i c - ®6" O.C. °p 24" MIN..LAP 24' MIN. LAP I DISTANCE TO DAYLIGHT - 'Q' 12" . #3 BARS ® a DISTANCE TO DAYLIGHT - 'Q' 4•_6� •Q' a h/6 (10'-0" MIN., 20'-0" MAX.) OR 12' O.C. HORIZ. PER SOILS REPORT. IF 'Q' IS LESS THAN N 'Q' = h/6 (10'-0' MIN., 20'-0" MAX.) OR I �1 h/6 (10'-0- MIN.), USE DETAIL #651. PER SOILS REPORT. IF 'Q' IS LESS THAN L UNDISTURBED SOIL W c h/6 (10'-0- MIN.), USE DETAIL #651. 1500 PSF MIN. BEARING N Barnstable Bldg.De t. W ° 4 a CONDITION B: CONDITION OOOR�BN-o•POOL FLOOR �"� Approved by: BASIN FLOOR AT SAME ELEVATION AS POOL'FLOOR B #4 BARS 1 ®6" O.C. P permit$�; x 8' EMBEDMENT it 24' MIN. LAP o INTO POOL 3' CLR tt I d TABLE 650 _ WALL G v N L> uj I 'D' OR 'H' IS DISTANCE FROM TOP OF POOL ATYPICAL ADD BARS WALL DOWNWARD. BEGIN SPECIFIED STEEL & GUNITE FOR USE ONLY AT O Q- + :' , Q •' (REINFORCING DIAGRAM THICKNESS AT INDICATED 'D' OR 'H' DEPTH. zO g c ' (SEE STANDARD STRUCTURAL PLAN, DETAIL #2) 32 S Bad/ Rd N U W TOP OF POOL WALL POOL NO RAISED Ir Z Z I- ' DEPTH BOND BEAM OStervllle MA O2 w g - F7 #3 BARS ® x z IL z VERTICAL O O 12" O.C. E.W. Io D t STEEL W zo 0 U DISTANCE TO DAYLIGHT - 'Q' 7'-6• IN POOL FLOOR. 0 0 ,. BASIC GRID 0' to 2'-6" 12" #3 ® 12" �,��.. Y Z� 'Q' = h/6 (10'-0' MIN., 20'-0" MAX.) OR � �5_#3 BARS � r j PER SOILS REPORT. IF '0' IS LESS THAN 3'-0" 12" #3 ® 6" Gm w r ® 12" O.C. TODD L 3 0 N J h/6 (10'-0" MIN.), USE DETAIL #651. UNDISTURBED SOIL EACH WAY. W 0 O 1500 PSF MIN. BEARING 3'-6» 12" LAC IL.. co J O CONDITION C• 4'-0" 12" o.49394 O z m Q BASIN FLOOR ABOVE•POOL FLOOR C 4'-6" 12" " 9FGl:SL6�143.� - o NOTES 5'-0" 12" #3 ® 3" $ ` /OVAL '\" Q Q Q _Mj 1. BASIN WALL & FLOOR DIMENSIONS 5-6" 12" o STANDARD POOL STRUCTURAL PLAN, STRUCTURAL NOTE #1 IS REPEATED HERE SHALL NOT BE EXCEEDED. N _ FOR EMPHASIS: VERTICAL REINFORCEMENT AS SPECIFED 6'-0" 12" " Ste: 3117/2020 N 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1,500 P.S.F. CONCRETE SHALL 2. ALL STEEL SHALL BE 3 CLR. FROM " • IN TABLE STARTS A DISTANCE 'D' OR 'H' EARTH. ALL LAPS TO 8E 24 MIN. s'-s" 12" BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED DOWN FROM TOP OF POOL WALL. 90% COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS 3. WEIR PITCH ANGLE MAY VARY IN DEGREE AND DIRECTION TO SUIT REINFORCEMENT OTHER THAN BASIC GRID 7'-0' 12" add (3) #4 VANISHING EDGE NEED NOT EXTEND TO TOP OF POOL CANTILEVERED BASIN A FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, " SUCH AS CUT-FILL TRANSITIONS. CONTRACTOR OR OWNER DESIGN WALL. ADD BARS TO BE EQUALLY 7'-s" t2" " INTENT. SPACED BETWEEN BASIC GRID. B'—O" 12" EQUIVALENT FLUID PRESSURE = 60 P.C.F. �`� B-s" 12 " � _DETAIL #650 FLOOD ZONE: OVERLAY DISTRICT: ' ' 4 a'° Po .,. .� Zones VE Elev. 15', AE Elev. 13, AP — Aquifer Protection District •� ]_ X (0.2% Annual Chance) ,g y •o -,• & X (Min Flood Hazard) Community Panel No. ZONE: •Y #250001 0757 J July 16, 2014 RF-1 f{ and Area (min.) 87,120 SF (RPOD) Frontage (min) 20' 3 Width (min) 125' _ Setbacks: �LocIIS�-� `� Front 30' ✓��' Side 15' a .n Rear 15' 3 LOCATION MAP: Road Scale: = 2000'f W th gay ASSESSORS REF.: N Sou Map 93 Parcel 045-001 I� o DIRECTIONS: R=5 •ot` o� O��e From Hyannis — Follow Main Street to the West End Rotary, Take Ithird exit onto Scudder Ave. Turn right onto smith street at the •\00 tir stop sign. Continue on to Croigville Beach Road and left onto South 00 �6 0� I Main Street. Continue over the bridge to Osterville, and left onto West Bay Road. Continue left onto Bride Street. Turn left onto South Bay Road. Continue right on South Boy Road and # 132 is .y I at the end on the left. c�6 I REFERENCES: I Deed: C213803 Pion: LCP 9592—M 3 Lot: 17 f "9 N 'V Di O C 0 145.5' Lot 17 N v % o- Lot Area 81,600fsf °� z 1.87 Acres 5 rF ui FL �OJ k D 81.5' �J (0co I xistin Garage i — 27.3' 18:9' � New Conc. \ Foundation New Conc. Foundation t . I � _ 0 Buffer �000, CIO Buffer_ 1 AE ELEV. 13' o �' ` FEMA Zone i' N VE ELEV. 14 AE ELEV. 13' FEMA Zone VE ELEV. 14' \\\Of MA S40 N - ............................................................................ . . IVIL v+ 0 2 .. West Ba y BUILDING DEPT. SIONA�` EBB FLOOD MAR 0 2 2020 I certify that the structures shown hereon conform to the setback TOWN OF BARNSTABLE requirements of the Zoning Bylaws of the Town of Barnstable. TITLE: PREPARED BY. PREPARED FOR: NOTES s Built Foundation Plan - - -At 1.3_2 South Bay Road LLC 1) The property line information shown was EII°'neeiingFe 137 Newbury Street compiled from available record information m 32 South Bay Road Suffivancomultiq'i., 9th Floor on The new concrete structure was located y Barnstable ostervme Mass. on Dec. 31, 2019 using conventional survey ( ) (BOB)07899�4•P.0.Ba 669.711 kaBn S'Inet,AbrMIM.At1102655 method. r esel0wl1hwwVr&wn•www.allWwwommin Boston MA 02116 0 Draft: ASL Fleld., cm � 0 25 90 DATE' January 21, 2020 SCALE., 1•, = 50, Revlew: cTR/JOD comp: CTR Pro et: Tolonlon Project .3900017 i ladlllllll � �Illllllllllllllllllllllllllllllll ��_- '°'� � -�I ME-' '- "'•-•- ' gE (IIIIIIIIIIIIIIIIII III ' �!__:�:_� :__=3 �=::=aam _!, IIIIIIIIIIIIIIIIII �• .�! ::. .-_.:!:;�-! . . _:_.::::-�, �IIIIIIIII ._-■ __ ■_--'- I IL _ @.:_ . is=::: ..a :__: IIIIIIIIIIIIIIIIII � �� !-z? IIIII �cSi�i •�==':F'■ I II II ' II III ■■ __ � .. m �o Ila� , t .. I .IIII �■I I II _I_.11 p � .. 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I I 4 I I I I I I I I � "IG GIfOrAI 6-T D -voPm �gg ZZ Q °� TALANIAN RESIDENCE Saltonstall Ar hi DM .m.� ' C t2CtS ._.I _ Demo.�..,o oR. O ""�'”"" """'""" 132 SOUTH BAY ROAD Z s; IZ f 380 Wareham S S �^^m^tl� �'�"' OSTERVILLE,MAStreet Mariwt 8-23 0 8 t , Q �3 ........... 1 N E 9 G Barnstable Bldg.Dept. o r ED Approved by: c� NEW CONSTRUCTION Permit#: '3J��° y`aT F TALANIAN RESIDENCE SMOKE DIE C ; .. :E c :y61J� 132 SOUTH BAY ROAD -101271�9 B BUI IN , EPT. D TE OSTERVILLEIF MA j _1 FIRE D PART ENT T BOTH SIGNATURES ARE REQ," ?ER."1TT/NG ABBREVIATIONS GRAPHIC SYMBOLS SHEET INDEX CONTACTS LOCATION PLAN ® AT _ A.C. ACOUSTICAL TILE CEIUNG IE :NS L LS ACOUs ACOUSTICAL wsuL SUTATION I EARTH T-1 TITLE SHEET OWNER -.-- -h-,-.-,�__ v'r -�y i Alum LUVIINIIM INV INVERT �A fT IOINT 129 COMMONWEALTH AVE.N AFP A80vEFINISH FLOORGRADE E RN GRAVEL FILL ARCHITECTURAL a? �^ ,, L •.•c.� EF SPACE BFTwFF.N CA91NET5 A. weovE FINISH cw.OE LC E BOSTON,NL402116 O I r LJJ Lcc LOW POINTED COPPER D-1.0 DEMOLITION PLAN AAFG ABOVEAVERAGE GINISH GRADE \�• t t LP LOW POINT CONCRETE �._:�:.. ._\w Z V Bc BASECAewEr Mnx Mnxlmum � A-1.01 RESIDENCE FOUNDATION PLAN ARCHITECT � - 1 #' � , t� '' z aO eoaaD Em MEMBRANE A-1.02 GARAGE FOUNDATION PLAN A - l � 1 mlNous M. MANHOLE ® BRICK SALTONSTALL ARCHITECTS BLDG BUILDING mIN a NUN..um A-1.03 FOUNDATION DETAILS 380 WAREHAM STREET 0 P -.f ' ' w�"4 _ J Lij Bo eonom OF mac MASONRYBLOCKCOuasr. A-1.10 BASEMENT PLAN MARION.MA 02738 _ ` 1 BTM Bo"C" ® CONCRETE MASONRY UNIT � / •;� ; _ �'�I misc miscELUNEous PHONE:(508)748-1043 CAT CATALOG MO MASONRY OPENING T�1;�q��1 A-1.11 FIRST FLOOR PLAN FAX:(508)748-2330 , 1 Ce CEMENTBOUND mTI. METAL I'TFt'fRfiFl GRANITE A-1.12 GARAGE FLOOR PLANS I�\\ate ' •, '' v l cc CORNERGUARD KIM Norwco`YTRACT PROJECTARCHITECT:C.JAYWILBUR uP. Q •T / L1J Q enem CHE.- NOm NOMNAL A-1.21 SECOND FLOOR PLAN PRINCIPAL WILL SALTONSTALL I i*�_, •,r� �\. ♦ 1 Q CIP CAST NPLACE aC ON CENTER ® ALUMINUM A-1.3 ROOF PLAN - ! _5 /J 1 / r`°T�., ,1 }.,� I� 4'[ O V CONTROL)OINT OPNG OPCNINGQ�.. l �r.r•� 7 �. cMu CONCRncmASONRYUNIT RIGID INSULATION �! 1 ,`1 C per'► I L } Q Pus PIgSrEa A-1.31 GARAGE ROOF PLAN AND FOOR FRAMING LANDSCAPE ARCHITECT ' l7 COL COLUMN PLAYWD P PLYWOOD MINATE ® A-2.1 ELEVATION$ ., •�� {a' a !� u �� Q C Como COMBINATION A-2.2 ELEVATIONS O7 G CONC CONCRETE POLY PROLY[THYLENE STEEL A ;~ �t �• ` 7`^ L LU PT P ESSURE TREATED A-2.3 GARAGE ELEVATIONS ys Y y �fY 1 = CO CONCRETE OPENING PVC POLWINYLCIILO-C / ��© / L�� 1'� r C PIT cowl luous aaT awpwL RESILIENT ® A-3.1 BUILDING SECTIONS 'y' F('; �>t �k e, IJ J GDN$rR CONSTRUCTION Rs RESIMENT S.1EY A-3.2 BUILDING SECTIONS I \� �! "� 0 WOOD-ROUGH . 7 71 x.LO I CPT CARPET Of RT RCSIIICNT nLC \ - J nR DRAWERessF A-3.3 BUILDING SECTIONS r� - to LU RAo RAORIS WOOD-BLOCKING N pM p EDIAMNSON RC.D REOU R[pD CEILING PLAN A-3.4 GARAGE SECTIONS - O M ..sP o PCNSER C E PLYWOOD A-4.1 (RESERVED)3/4"WALL SECTIONS 11 RESR RESILIENT ® CIVIL ENGINEER 9"w ♦: ul DN DowN RM Room A-4.2 (RESERVED)3/4'.WALL SECTIONS -� Do DrrTO aru ROOFTOPUNIT SULLIVANENGINEERING&CONSULTING.INC. I �� a_a• Ds DOWNSPOUT ® PLYWOOD-MOO A-4.3 (RESERVED)3/4'WALL SECTIONS § z;� scw SOLID CORE G-. P.O.BOX 659 F- oss DOWNSPOUT SHOE scFr sr ucruRAlcwrD cwaNc nl.F A-5.0 SCHEDULES N Ow DRYWALUDOOR WIDTH sPF SOI.In_'1.ER FABRICATION ® WOOD-FINISH OSTERVI(SOLLE MA 0264 1 ape v D A-5.1 TRIM DETAILS 3 fi` f6 Dwc157 RAwINh(s1 ss svcnFlunoN slrnoN PHONE:(508)428-3344 ` § y EL ELEVATION y5 STAINLESS STEEL A-6.0 INTERIOR ELEVATIONS FAX:(508)428-9617 _0 ESMT EASEMENT T STO LE TILe ® BATT INSULATION q_6.1 INTERIOR ELEVATIONS CONTACT:JOHN O'DEA,P.E. i1 U'I ETR E%ISTING TO REMAIN q Ir FxPc ExvsnNswNIaNT STOR STORAGE �q E-1.0 BASEMENT ELECTRICAL LAYOUT PLAN 1 susP SUSPENDED I. :•:I GYPSUM WALLBOARD a B$g Y 3 - EZTERI.a Temp Temvcacoeuss Pwrvtt E-1.2 FIRST FLOOR ELECTRICAL LAYOUT PLAN STRUCTURAL ENGINEER N EO EouAL Te TES'reoRlNc AND REFLECTED CEILING PLAN ASAP ENGINEERING INC. l 9 4g z EWC ELECTRIC WATER COOLER THR THICK( E-1.3 SECOND FLOOR ELECTRICAL LAYOUT PLAN P.O.BOX 649 a B. FURNISHED BY OTHERS INSTALL BY O.C.T. TOP OF DRAWING SYMBOL S - A ° N FE FIRES NGUISHR Tow TOPOFWALL AND REFLECTED CEILING PLAN MIDDLEBORO,MA cINISHED FLOOR TYP TYPHONE:`0 F PIOII X:(58)946-46-3561 N GLR FLOOR UP UTILITYPVLE FAX:TACT ROB i `uM PourvonABLE noN vcr VlNn comvoslnoN nw slrnoN No. STRUCTURAL a Rag CONTACT:ROB DESROSIERS VERT VERTICAL SECTION SYMBOL A-7.0 FIRST FLOOR FRAMING PLAN N FTn FOOT VEST VESTIBULE A' NO. I DATE ISSUE/REV. Do rwERETARD[TIRU.IEu VTR VENTrHROVGHROOF sHeErND. A-7.1 SECOND FLOOR FRAMING PLAN CONTRACTOR cGRAI GRUE^cLlAaueNT'- -- vwc NnwwucoveRlrvc A•7.2 ROOF FRAMING PLAN 13`D cc GENERAL CONTRACTOR WD Wopn eINETs CENTERVILLE.MA 11 CA A-7.3 GARAGE FRAMING PLANS BAY SIDE CONSTRUCTION cc. GRADED GRAVEL BORROW SEITON NO. IN crP GYPSUM OLLOW METAL sI 771.1040 wa ,Mw w v ATF PROOF M���€LION PHONE:(508) U M H WELDED WIPE FABRIC C FAX:(508)775-0155 No_ HORIZONIAI C vVF vFNF.FR VIASTr.R CONTACT:JAMES BOWES H f.H POINT F v[RTICAL WALL REINFORCING DATE: 9/27/2019 :2 HVAc HEATwc,vENnunoN.AIa C......IN. AnN NICK BOWES ! LITr __moo. 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S. ?h Ox Gc+' ! >t,� '€ sv t,t- `ES - l.tz ur 0. 7s SLY ' p '¢.c 5 ? 5 Flu} ��� �.°wE."y"T•mF� a w�,.�c�'`�tn scy�y�,,,� x: yYp E'F m Gt�"`�';sad 2,�`a A:1 I�Y,�..S �.�i°•�i''�,n�A.�`�,�1P - �a c `•�.va � �,fq,'0 3F��. . (") •u-'"�Y�^'Yc�„tv�,�y��.y�`' ^wl,Q.,�+��[c3�s�R'6�'.e'5"°�`?'e.�3'�+"b i'suro"'�'�� c. 'Fk'Y3 � db� J„ v}, t a4. W R A o a'b,, p ?Sq '".r]w1 £z n >s 'Y 'v � r' t a'�{ra°". 4 `*r 6Q + .6 S aa•L"y`s S,je, ,Y' _ MIR g3 y�•Y"Pr Y4gt ''n 7�i-t.. 4 V y' v'4�. 4 r " e ��'�' IM NMI .�-�.ri`r �.�+'•5�'? w. g � g g 6 s s. 0 3Gr x s n � =W y.1.01x M g�g 1 1 � 8 E � L) w..� �i't� ,�'�' e ?b�"y 7��' �'D 1011 gg fi 8§t $ 1 n�C}F x it"p;'a_4,�i•, + v ypA j."NO 7 `u`.�"- ft" .: M'3�-,i>S'.1.'s,+`t4kf<,° ''.1�� Yt•,_-j; 4 gg ,t A $ tyeP 1011, � . '� � ea�"'K'�' �r G'�: ,��3.�3a°,�`•�x'e'+-c'� m, . _ $ a is ,E"7 �e� Mg' gs Willi"0 mg j�illy`' yv°w„Az j' ??� x•,tt^'T' y•rt .'a`^'. S n'3'�s'2`i�f, All L',�c c5 wSStAt g. • �i,+T,3�t ��„�.+'N'\ ,�.� � 3a;zy,,.- m5-t�: t��.d3"" �F����"<�S'�,.w,*�y...��'*� YIt 7� Y Y Y 7� d''�'A ? .�•��� N 8� }k �,,,,, �h�. � Sc Spa �•- - — I® O W�1l'W W�a m ROM $ 9 3 � _ - Y•w:.rr r`c'.s .a2�"�`r L � �s'��Csf„t� �O�G .y�-c, _"s�.•,''4. c'�.?.n_dt '��,`��? A r t. g ® E A nWIR Aof ZZ Yt Y( r•�,�,Y •s3, t3r`ylpS r o 6�b'p`r7,} �`;.+y 'E4, ,c' `5 Y I l Be Iff BE) G®Q6 k ®3 x4 Y tGl h � 93YIY - a �Mh7 ay�,t�•,�' `"12t� ,x4 '�i ,r>�+' 9 h 01zn*'.°K. 4 � 8z t 4, E 'k' 5� R,.k,•.5 Ii i `} ice, ' �yk6 ? f'a°5tM C 1 y r 4fA 4� xayt *'J.ndi 'S s:+ T mmo H 22r :°:_ F TALANIAN' RESIDENCE Saltonstall .Architects N 00 132 SOUTH BAY ROAD r �a ~w ivinvcu w"v immia�'u vat 380 Wareham S—•Martin.—03778 " f "•'�^� OSTERVILLE,MA oS 7"&10a3 y.508-74&3330 t � o "F m � �anaasmvan,ure°a.mm f I - I Z; ------------------ -------------------1 �o im x� rn � i P �IIIJII�I����11= D i;' EIIYlI151�I t� O b m a z i �O ;u r 0 } r n 0 D Z "* - ------------------------------------ ----------------- - D O ' O T m m 11,111 111111110. P � j mm 0 D -------- ----------------- ox 1 �S o ----- v € L------------ QD� � � _ mw Q — P qs ;u§ vm 1�-r ; 00 22 a m P m § ------- m o Q O .13 b90 09 BB o®o m v-- fl b m - -j- -' D © R N. --------------- - � I I I I 1 I I 1 I O rn g g ` TALANIAN RESIDENCE SaltonstallArchitects x^' zm50 m _ (� v ,„�;„;;;a;� 132 SOUTH BAY ROAD >rO - uT>.,,.v... ,.,,.>„�o,,,,,,,, 3eowarenomswmmmAo".ru"nas o E n m OSTERVILLE,MA V50&74< IM I.50&748-2330 zO cnx m s o ww.amti�m l;�n.wm oysm ,\ St Mary7c w • , I:. Island x' PtisabellaCURVE RAl_! S Lc NGTI, DELTA CI �0.00' 29,34' 64"03'44" _ _ _ SINGLE FAMILY - 8 BEDROOMS ?• ram. � ,,4 > p C2 2' 0° i 24.SD4 136 20 NO GARBAGE GRINDER .:. C3 52 50 64„10 70 09 50 _.-._ � .. � SEPTIC TANK: 880 GPD x,200% 1760 GPD " o - C4 52,50' 26.06' 282626 I USE 2000-GALLON SEPTIC TANK C5 52.50' 26.06' 28'2S 26 -t ` • .t LEACHING SYSTEM DESIGN: C• �1v\� pl A •y�.� ALL PIPES TO BE SCHEDULE 4.0 PVC PERFORATED t .)0 t J y ? ..- ) =• ur}I! WITH CAPPED ENDS '•'. �' USE 1 - 4" DISTRIBUTION LINE IN EACH TRENCH • &.JS� 2 _ � x 7+3' LEACHING TRENCHES ILst r _ USE 2 - 4' x 73' LEACHING TRENCHES AS SHOWN abors •':-r,� • s WITH 4" PERFORATED PVC .DISTRIBUTION LINES REMOVE ''"'F!SU'ITXBLE'MATERIAL FROM BENEATH SYSTEM IF ENCOUNTERED •v ' LEACHING AREA REQUIRED: OVERDiG 1' INTO MEDIUM SAND LAYER 880 GPD/0.74 = 1189 SF BAC:KFILL WiTH CLEAN MEDIUM SAND PER 310 CMR 15.002 2(154) x 2 c 616 SF SIDEWALL AREA •. 4� �' ';• 2(4' x 73') = 584 SF BOTTOM AREA TtD" / CC RISER WITH 1200 SF PROVIDED •v: Dd F R L� - t TOP FND 19.83' METAL FRAME �e COVER� � 1 FIG = 19° DEPTH ELEVATION FIG = 16 EG/FG � 76' � EXISTING GRADE EL .a 17' � . -- 0' 17.0' TOPSOIL is LOCATION VAP _ _.: _ 2 1/8`-1 f2" STONE Q GARDEN AREA COTUIT QUADRANGLE BSMT FLR EL a 12.33' 0.T 16.3' 16.0' ----__•--._... , 2C300-GAL 4 SC. 4-0 _..:�_....-. SCALE: 1: 25,000 15.0' 2 COMPARTMENT � _ - �- � ® BROWN-YELLOW _ 14.0 COARSE SAND H-20 S. T. 5' 14,5' 1.2' 15.8' ASSESSORS NOTES 8 & 14.7� -, :1 _ -:;, 3/4"-1 1/2" DOUBLE WASHED STONE 10 YR 6/8 MAP 93 PARCELS 45-1 & 45-2 FDDING A i 1 ` s' END__-__PIPE EL - 13.6' PER TITLE 5 BOTTOM EL as 11.6' ZONES: I 4' YELLOW-BROWN 1 COARSE SAND A. P. 50' 12' 25' 2- -12"12" & 13' to ® TRACE GRAVEL ui RF - 1 6 I { LOGS OF HAND-AUGERED TEST HOLES 10 YR 6 6 MINIMUMS � r � 01-29-97 _ y i AREA = 43,560 S. F. PERC RATE: < 2 MIN/iNCH (ASSUMED) FRONTAGE = 20' LINES To 11.O' 6.0' NO WATER WIDTH 125 DISTRIBUTION BOX BA.XTER & NYE., INC. FRONT-51-TBACK 30' 812 MAIN STREET i SIDE SETBACK = 15' 1 e s OSTERVILLE, MA., 02655 i Iti REAR SETBACK = 15' 1 I BUILDING HEIGHT = 30 { I ! l H GRADE I I FINISH ADE r NOT �T(7 SCALE i y t RESERVE AREA NOTES: , r= AIDD 1/8 1,i2'9 STONE *S REQUIRED 'U A� .. C ^ ' ,�._. A"ruwE .mbg,. _,. ..gvma ,,.�•:.. -�xawiea+•, .ax.., a, t„w°w-u:.� '•rw.� �s•`...,.k.•w.w :- w _Mitt BE REPLACED WITH m TO MEET 3 FOOT MAXIMUM INSITU MATERIAL 7 EI F " P SCFfiEt? 40 PVC ' I MAPLE TREE 1 , '3 SCHED 40 PERFORATED PVC PiPE (TYPICAL) it ENCDriN JEERED REMOVE -- I -- i UN SUITABLE M�:,ERIAL TO INSURE THE � i' 1 *�• � REMOVE UNSUITABLE MATERIAL I I. PLACE CAPS AT ENDS 2 OF 3/4 f HOLLY TREE ¢Z8 :SIDEWALL AREA OF SYSTEM IS IN STONE FOR 5-FEET (SEE NOTES) f-- ---j CLEAN ML=M, SAW[) OR FILL PER UNDERGROUND ELECTRIC (� 310 CMR "5.201 - 15.293 2, 2, DETAIL • FACILITY $ UTILITY POLE/NUMBER -6 PLAN VIEW ` ram'; 4' S° POST 6c RAIL FENCE -n-❑-n--n- N. T. S. 14' : 3' CHAIN LINK FENCE ---o--0__0-•-o-- p.., DETAIL W FACILITY j 6' STOCKADE-FENCE --x-x-x--x- II'I END SECTION RAILROAD TiE 'RETAINING WALL ---®----•�- N. T. S. wv 'CATER GATE EXISTING CONTOUR I I PROPOSED CONTOUR - 3 S 0 �,j i s i 'ram W ce/ i 'MM D HYDRANT I PROPOSED RETAINING WALL .. I EL 15.8T' "1NOLE PROPOSED FINISH GRADE EL - is:az r C} 04 � '° �• ' -_ � s TP �' S 83 02�2'S" p LOCATION OF HAND-AUGERED TEST HOLE s�x sr_ S 83'0225" E •47.56 C2 " A9 O ci 17 4•.06- " ..: . Six SET P cry N W ', A Y , 12' - ti 12' dam. 12" �Ci 4" i C3, S Q U T H TBM 0 ce/aH TOM HYDRANT '� Y R 0 A ,D SiJRVEY MARKER SET IN DRIVEWAY rp 2' 12" EL - 15.81' ' Et- 1 s x C1 10" sh i� N S 83'02'25" 16 Sw SET i-. E S 'i3'D2'25" E 41,56' w 3 . i.12' �, • 1'S0•�,�,. �' � w114.06'---_"'-- e 16 A Y o V 16- Iry f NiV • O _.__ _ cp �-S a01) 1 1 ' GARDEN 775/6 .. , F DRIVE12" 7ENNIS COURT ? 28 s 2' uuRVE'Y MARKER SET IN DRIVEWAY p'' 14" ' 7 2' ! 775/6 � c, its• Lv c _..��. :( I AIM°(6) 8. _ 1 d" -c a PROPOSED PK 'ET POL IN OIRVEWAY 10 - 12' TRPL (gip 31/ "*+ - Y ,"'•1 '.�t96)IC I1 y y a, -_ �oc.ATE PC1li ' )2" 775/6 1 4 = 5' x 7' CONIC PAD I ate, i v I a� A 1 �"�;,'�-f E7 way 1 i 6 P. "- --- zo 12" DRiVEWA°,° GARAGE CKS ca r•r;o 8" ad " - PROPOSED o C. PI. 8730 - E 4" �' -- 6 10 j 16" tuH t DRIVEWAY PROPOSED N/F PAUL FIREMAN. ET UX./� LAWN L, 1 - N CAR --* �, 40 G P >h �, PORT RR ^- SSA GARAGE _ H -- L �_ i Gan as A/C it t G S io�aPU p °' era ire 12 / o }2 FA i D INGLE ,� ;1r ' l tr, n H� j32NG /�� POSED SII1G 75/6 20 18' 5,4 d, [ ! FAMILY DWELLING _ .~2-7 8 S�� PATIO i. -^� i:,r31 fi0PBA0UNDp7t0iJ EL 1983, . r '' SEMEIVT 12.33' j 14 s ? EL .. o stix SET o� CO NC H L f o w DWOL17M C HtG 11" I a c) 10mw LBST RET WALL .^ .' PA710 z 3' - 4 +HIGH ON -�,. ' , DECK PA770 ---__�ON C R£( WALL =. +r it Q '``� � 9 LAWN �„ a, r u.t 1 12 ° �.1 EDGE 0 10 WOW Lw b MEAN HIGH WATER { LOTS 11 IBC 12 12PR CRON -27-95 .FTr�. L C. Pi. 9592 - GRASSCO :Tx xL`ar { MP UN�� BE \ / 86,132 S. F. t - - �'`' 10 TO MEAN HIGH WATER E?CISTING SITE CONDITIONS �- COMPOST PILE •` � BM � TOP OF CB '� 6-FOOT BUFFER. OF c> / -- NATURALIZED PLANTINGS . �"^• a £L = 2.01' NGVD 2 -. _, G ,�' AT q '� .. 1y ALLOW_BEACH/DOCK ACCESS �`�.� TO BE REMOVED IN CONSULTATION �- '��?�/��`�� ��� BARNSTFF or 132 SOU "( BAY �,AL3 MEAN HIGH WATER �Q ~' .� CONSERVATION OSTERVILLE, MASS. � t" _--___" '^'..."-6 12-27-95 4.� COMMISSION SCALE: 1" - 40' { ,r' ESL 2.01 Ncw Wd E S T A Y FLOOD INSURANCE I!�I THIS AREA NOT AVAILABLE 9 , FOR NEW CONSTRU"TION OR SUBSTANTIALLY NOTES: PROPOSED SITE",", N1,�,rz. A C I IMPROVED STRUCTURE:_,*ON AND AFTER NOVEMBER '. WATER SUPPLY FOR THIS LOT IS MUNICIPAL WATER 16, 1990 JN DESIGNATED COASTAL BARRIERS. i �y,- , 2. LOCATION OF UTILITIES SHOWN ON THiS PLAN ARE APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT THE CONTRACTOR SHALL MAKE THE REQUIRED 1 BA�9 Ofi NOTIFICATION TO DiG SAFE (1-800-322-•4844) AND APPROPRIATE WATER DISTRICT FOR LOCATION DATA. r �d .. S / 3. THE CONTRACTOR IS REQUIRED TO SECURE APPROPRIATE SITE PLAN PERMITS FROM TOWN AGENCIES FOR CONSTRUCTION DEFINED BY THIS PLAN. i :. m' {+U, WEST BAY cr AT 4. INSTALL RISERS AS REQUIRED TO WITHIN 12" OF FINISH GRADE. ' .A, 5. ALL STRUCTURES BURIED FOUR FEET OR MORE OR SUBJECT TO £�T`r; Y� 1 SOt1-� BAY RDA® 'A 1 '� 51F, VEHICULAR TRAFFIC TO BE H-20 LOADING 6. FOR ALL ASPECTS 'OF THE SEPTIC SYSTEM THE CONTRACTOR c�ST�RVVLL.E� MASS. SHALL COMPLY WiTH ALL GOVERNING CODES AND REGULATIONS; .c f'c o c N iN PARTICULAR 310 CMR 15,000 THE STATE ENVIRONMENTAL CODE �.,; 28874 0 TITLE 5, TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS ' ,/ , �' PART VIII: ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE FOR BOARD OF HEALTH RECOMMENDATIONS FOR ACCEPTED PRACTICE. k,. �� s��'�AL UM�g 8• 14•9 7 7. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM IF REQUIRED. FLOOD ZONE LINES SHOWN ON THIS PLOT PIJ,,N DIGi'II7_ED FROM FIRM COMMUNITY � AROLYN C. LANE PANEL No. 250001 00018D (REVISED: JULY 2 �) USiNG CENT RLINE OF EXISTING BACKFILL WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS WAYS AND STRUCTURES SHOW CIS SHEET 93, FOLLOWS: NOT MORE THAN 157 RETAINED ON No. 4 SIEVE, NOT MORE ' REVISED: 02-18-1997 THAN 90% RETAINED ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. 100 SIEVE AND 5% OR LESS TO PASS No. SCALE: 1~ = 40, JANUARY 29, 1997 200 SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE PRIOR To PLACING ON SITE. REV: 5-30-97 PER CONS COMM NOTE REV BLK AT LEFT 8. TWO COMPARTMENT'•"SEPTIC TANK REQUIRES TWO WEEKS LEAD TiME -� _ t3AXTER & NYE, INC. TO ORDER FROM SUPPLIER. _ REVISION BLOCK DRAFT P.L.S. 812 MAIN STREET 9. THE FiRST COMPARTMENT OF THE SEPTIC TANK SHALL BE SIZED FOR _ - OSTERVILLE, MASS., 02655 A MINIMUM HYDRAULIC DETENTION TiME OF 48 HOURS BASED ON THE 3. 7-3-97 BUFFE'R/WK LIMIT Ls.•7'aE ; N ORE ° DESIGN FLOW; THE SECOND COMPARTMENT SHALL BE SIZED FOR A MINIMUM HYDRAULIC DETENTION TiME OF 24 HOURS BASED ON THE 2. 5-30-97 6' PUFFER NAT PL N,"7 'S JRE, --_- - - GRAPHIC SCALE ----- ,- DESiGN FLOW iN ACCORDANCE WITH 310 CMR 15,224: MULTIPLE N07F'�(10) RE PROPOSE)" �+t71_ JRE COMPARTMENT TANKS, TWO TANKS IN SERIES MAY BE SUBSTITUTED --- - COMPOST PiLE ° SE LC; ;pR JRE ( so a 20 E 40 so 160 SUCH THAT THE FIRST TANK iS 1500 GALLONS AND THE SECOND TANK T� ^IS 1000 GALLONS AS PER 310 CMR 15.225. N0. DATE DCSCR/PVON BY BY BY 10. PROPOSED POOL TO BE OZONE-INJECTION WITH LEACH PIT FOR WINTER DRAW-DOWN. -- --� ( IN FEET ) 1 inch = 40 ft. -- 95175 (PPPO3.DWG) i t 7. af land c . .Finish- Grade r ASSESSORS REF.: a . I_...f _..-i � �, _�.: - • '''> icy.,..✓' , .., a}r ,� ,< } ll [ ��'� ._._-_. I i -I I I I I��i i i{!_-E i i i I ;- - -- Ma 093 Parcel 045-001 x. �Illlllllllli�lliflllfflllillll- llli„ 11111=I �I V�zoa ' 03„ Ma . R::. gay 9 Min ...._ �Compacted Fill }Filter' �LFabricAnd/OrCIO ,-' IRE TIONS.�- •112 Pea Stone " From Hyannis Follow Main Street to the W� est Lei ��» End Rotar Take third exit onto Scudder Ave. �Q u H-20 3 4 - 1 1 2 •�• ,- �- �� ' Turn right onto smith street at the stop sign.. LEACHING Double Washed �� h a'° \ 3 W 41 - , 4 , dflf�l $d Stone -}; I . Continue on to Craigville Beach Road and left a; k CHAMBER a 52.50 r ,. -.. _ A ,r .9A a, I,x- o onto South Main Street: Continue over the °�° <e ride to Osterville and left onto West Bay _ „ _I ,� \ P ad. Continue left onto_Bride Street. Turn left r- 4 10 e Road. n I onto South Bay Road. Continue right on South 12' - 10" ) d y f / �.< I (Qr BayRoad and 132 is at the end on the left. Catch 8Oo t a 15 N F CHAMBER CROSS S OVERLAY DISTRICTQ . -16- NOT TO SCALE /� I AP - Aquifer Protection District LOCATION MAP: 6 �� / I Scale: 1" = 2000 t VARIANCES: FLOOD ZONE: Depth of System Components Baf(n I ( 3' Required Zones VE Elev. 15', AE Elev. ZONE: ( Elev. -13. I I 4' Proposed 13, X (0.2% Annual Chance) RF-1 Tennis court 1 16 Allowed with Venting & H-20 Loading & X (Min Flood Hazard) \ I \ Community Panel No. Area (min.) 8.7,120 SF (RPOD) I \ I #250001 0757 J Frontage (min) 20' I \ I July 16, 2014 Width (min) 125' Chip Ston �� I Setbacks: Driveway ,/ \I� Fron t 30 Side 15, Rear 15' I. I Proposed SASI i Lawn REFERENCES: -13 l I MITIGATION CALCULATIONS 212712020: rden P Deed: C213803 Cn � 1 p_50� 50-100' Plan: LCP 9592-M I Proposed Hardscape Proposed Horoscope Lot: 17 - Paver Path to Stay 45sf All Removed Wall to Stay `168sf LEGEND: Lot . 1 o Total 213sf Existing Hardscape / Stairs 13sf Lot Area 81 60s rn CDT Cedar Tree 1.87 Ac es �„� Existing Hardscape Walls 17sf i 15� N Stairs 25sf HT Holly Tree / Paver Path 75sf # / o Wall 168sf Wall 1 52sf a DT Deciduous Tree N Total 243sf Conc Patio 86sf Paver Path 101sf CT Coniferous Tree / Total Proposed 0-50 Wall..#2 143sf Proposed / l 20 D-Bo 243-213 30sf Decrease Gazibo 173sf � Utility Pole / ( Total 610sf -E- Electric / m 4 Mitigation -G Gas / n+-s 30sfx4= 120 sf Mitigation Credit Total .Pro Proposed 50-100' / 9 P � Wetland Flag 610sf Decrease Light Post Proposed \ Mitigation 0 CBIDH Proposed / Court Yard \/ 1000 Gal '� Proposed Elev. 17.6 � _ 250Sfx3= 1830 Sf OHW- Overhead Wires pt� ( nt-1 Tank i 2000 Gal Mori\ Mitigation Credit 25 Elevation Contour .p�c\� / Septic Ta Septic Tank t�,��°� TH_2 / // 1 Total Mitigation Required E Trans'. 1� Proposed LJ E Meter No Mitigation Required / Ex. Septic / Clean Out i';� o` c° Permit # T ��\ o a) v Proposed 98-523 o 0 Per Tie Co i \ a r Court Yard t / \\ i /t o Elev. 17.6 emo%d / i Q o .t. 12.8' 25.7' 12.8' NIx 16 i � 5\ 9 1 4' of Stone . Existing o Garage oin ° o� o �ble�=.- N 4 To 1�. \ \ 4.0' In q n Garage ; 500 Gallon Addition , Chambers Typ. \ � ,� l� \� _._ n Jurisdiction.. j ` \ / \ Area Lima of Conservation V ..... / r planting 100' from State. Coastal Bank / \ ' O 1% Pitch Min t Typ i_ 42.0' 42.0' O � ! New • ` - � Proposed �Colcrete Foundation Portia - - - Elev. 17.6 -= I •I TCF Elev. 18.6' \ FFE 20*0' ---- I v •Proposed •'"20x40 Pool Q I � U °n D-Box Ii �o LU _ - -- Proposed \ Woad--Deck -"1 �• 1% Pitch Min. S �- - _y-� PROPOSED SAS DETAIL VIEW \ Lawn -- 1 �\ / .� � '���" \ �L`.� -- - _�- � '� � '. 1 :�.,• 1 � ���'e�ffer _ :_.� _ SCALE_1 =`10 Lan 100' Previously Approved pool, i Wall, Patio and Stairs \ _ _- Not to be Constructed DESIGN DATA \ \ l Single Family u / -6 Bedroom 110 GPD @ '• \ \ Pavers to be No Garbage Grinder \ Removed Total Daily Flow=660 GPD \ \ Garage with Living Above 100.0' I , _2 Bedroom @ 110 GPD \ PERC TEST: 20-23 / I i t ` '� _ - -- -_. PERFORMED BY:CHARLES ROWLAND,PE- SULLIVAN ENGINEERING No Garbage Grinder \ \ Proposed Pool Total Daily Flow=220GPD z \ Wall o be Drawdown Pit A &CONSULTING,INC. Reserve Future Use o _ _ _ / .r` :/ l'' em o ved _ _• i 7 SOIL EVALUATOR NO. 13586 - 1Bedroom 110 GPD \ .-_ - i' Lawn ,. _ _ - 50 fer @ \ l 1, Approved WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE 2000 Gallon Septic Tank with N 1 , \_ _ / r - PP O FEBRUARY 7,2020 1000 Gallon Tank in Series -, �� / Construction �` Construction o c / \ 1� �� �' .° / SITE PASSED 50 BUf{er._ _ o Work Limit \ J awn Work 9 Lima - _ ✓ / oy \ LEACHING AREA \ - - / �° �.� / / ��E I ore \ - . 4(LIAR)= SF Required :...... . ........ . Wa I I" .. .:_ - - _ __-./ . .� , - ' v ;.. . ' /o o�' � � ; . �><��e P �, �5 TEST HOLE- 1 EL.15.5 TEST HOLE 2 EL.15.7 990 GPD/0 7 ) 9 :...... ..... ..... . on / a, / / {e �� . FILL/LOAlkt.. Sidewa/1=2(12.83'+2592'=151.3 SF 1 Q `/ �� F E� FILL/LOAM Bench boo / / / �� Bottom Area=(12.83'x 255=320.7 SF \ �- - ❑ .... Total Provided=4 72.0 SF 349.3 GPD ✓^ .. .-- ❑ D l l . 14.8 9" 15.0 _ / � .� � f � A LAYER.I0YR.4/2.. A LAYER.IOYit 4l2 50.0 ❑ i - / / / .,DARK GRAYisHj3ROWN .. DARK GRAYISH BROWN LEACHING CHAMBER DESIGN - - _ ❑� Approved l / l l ( 12,, ANDY.LOAM..... ...14.5 12„ SANDY.LOAM 14.7 All Pipes to be Schedule 40. Use / ,- -9 " Lawn ❑ Landscape y h / \ • p .....:. l/ - ._ Bw LAYER.IO.YR 5/8. ... Bw LAYER IO.YR S/ 2-500 Gal.Leaching Chambers m a ✓ ❑ / // - - --'� Work Limit << l YELLOWISI�BROwiv YELLOWISHBROWN 12.83'x 25'Double Washed , / l_ LOAMY SAND..: l i / 24" 13.5 21" LOAMY SA1VIy . 14.0 Stone Field as Shown. i y l l C LAYER IOYR 7/4 PERC TEST AE ELEV. 13' . -� __•-= - 6 1 VERY PALE BROWN 25 GALLONS GONE IN 4 25 Effective 7116114 -- Brush �-� _ _ - rum// ~ � j l End o f Town Bank 132' MEDIUM SAND 4.5 PERC RATE<2 MIN/IN(LTAR 0.74) • ��� , - FEMA Zone of __ �- -- \ _ / �� `` i �-�� _�%' /� j f l NO GROUNDWATER ENCOUNTERED 36„ C LAYER IOYR7/4 12.7 WE ELEV. 15' To - �� �. i i -Satt�arsh '- � � - - '� / _ _ / VERY PALE BROWN 132' MEDIUM SAND 4.7 & State Dofinition) - - ` 4 ` - _ / N GROUNDWATER ENCOUNTERED (Town - - - - - - - f 2' ---- \ �3\ \ / �i Phrogrl ites OG Beach � ------------ - ----- � ___._ � ` P ragmites Salt Marsh �j� _'��-_MHW_1.5 `- ,._ � \ a �. TEST HOLE-3 EL. I6.2 TEST HOLE-4 EL.16.4 .. FILL/LOAM ..: FILL/.LOAM _ 3„ 16.0 3„ ... 16.1 '/- Wetlands Flagged 0 BwLAYER.I:0YR5/8 BwLAYER.I0YR.5/8' __ ___ on Baxter & Nye a -_ �-- -p, YELLQW sHbAOWN YELLOWISHBRORIIV.. . . .. ..... Existing Conditioris:Pl� z ,`y 811 LOAMY SAND .. 15.5 8„ LOAMYSAND 15.7 Da�d:Jurre-T5, 2017 ` o o: �1L� C LAYER IOYR 7/4 PERC TEST.............. - - _ Salt.Marsh \ - - - - - - - --1 _ _ _- � _ VERYPALE B1tOWN 2S FALCONS.GONE IN 4 25 .. .. _ MEDIUM SAND PERC RATE<2 MINIEV(LTAR .0.74). - 132 5.2 .... ..... ... ........ MLW o ,%jL NO GROUNDWATER ENCOUNTERED 31 C LAYER 10YR 7/4 13.8 1 3. VERYPALE BROWN _ y\ 132 MEDIUM SAND 5.4 EBB - - - - - - NO GROUNDWATER ENCOUNTERED FLOOD Proposed Pier Lighting will \ have 25 watt Incandescent v Bulb, to meet pier n regulations 703-4 D. o, Existing Pier Permitted Under W SE3-0520 Vent -Charcoal filtered Main House *Final Foundation Grading To Be F.F. El. 20.00 Coordinated With Landscape Plan * F.G. EL. 17.0 F.G. EL. 1 Z 0 F.G. EL, 16.0 F.G. EL. 16.5E F.G. EL. 17.8 Garage Slab Elev. 17.9' 'See Note 6 (typ.) i Flow Equilizers Invert EL. 15.20 f As Required Northern Invert EL. 16.50 Installer To EL. 1 6 2000 Gallon Southern Invert EL. 16.50 Confirm Prior Septic Tank EL. 12.61 1000 Gallon EL 12.3 Installer To To Any Work H-20 Required Septic Tank EL. 12.13 Tog EL. 12.50 Confirm Prior (See Note 5) H-20 Required H-20 To An Work D-Box EL. 11.77 y (See Note 5) 11 50 H-20 g Leachin To Be Inatellod Ors Chamber 12_ -.. �} Bot. EL. 9.50 tr. orb- ®mpgctod Rose GAR/'� A E INVERT SECTION w y Bedding,„T„s Inspection Port, !f I ncountered Tema e;:& Rep:Iaee T SCALE & Baffels Ail Unsu�#able Soils Within 5'::of o NOT O S .,of:Tne.' stern � I. as Per Title 5 7he'::Outer:;Peram:0'0r y. DEVELOPE PROFILE OF S S TE/VI No Groundwater Update Site and Dwelling Footrpint 20 Per Test Hole i 3/2/20 (Beyond, Con Com Juresdiction _ NOT TO SCALE Revision Add pier & rinse station notes 21111,12019 TITLE: PREPARED BY. PREPARED FOR: NOTES: Site Plan p Engineering Q1) The property line information shown was compiled from Prosed lm rovements lX 132 South Bad/ Rod d LLC available record information. r� Proposed p lVanConsulting, �37 NeWbUi"� Stl'eet 2) The topographic information was obtained from an onAtU Inc. or the ground survey performed on or between August 8, 9 th F/O 2018 and August 21, 2018. 1 32 South Ba Road 508 428.3344 • P.O. Box 659 . 711 Main Street, Osterville, MA 02655 Boston MA 02116 3) The datum used is NAVD '88, based on an RTK GPS Y c � seciosullivanengin.com www.suilivanengin.com and confirmed by a published FEMA bench mark. C) Barnstable Coster ille) Mass. 4) Tidal elevations are established by the Mass Estuaries Draft: CTR Field: WHK/CTR/JOD 20 0 10 20 40 80 report for the Three Bays Area. Review:- CTR JOD Comp./Review:Review: CTR/JOD 5) Building dimensions are supplied by -architect and DATE. SCALE. / P January 21, 2019 1 = 20 should be confirmed prior to construction. Pro jec t: 380017 Project: Tol on ion i M-- I NOTE. BENCH AND STEP OPTIONS. SLOPE TABLE NO. 1 GENERAL NOTES OWN EARTH SURFACE 1/4 PER ER 1. N ^ BOND BEAM HORIZONTAL BARS MAY BE UNDISTURBED EARTH MA Y BE LEFT IN PLACE T LA 0 FORM TH . E STEPS` �OR BENCHES. REINFORCING S `1 G STEEL FOOT SLOPE.DECKING 1 8 TO 1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY PLOT PLAN SHOWING .KEEP SHOTCRETE (GUNK DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. /. OVER OR UNDER VERTICAL BARS. NON-EXPANSIVE EXPANSIVE NO DECK/HiGH'EXP. BUILD G SURCHARGE SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH 3" CLEAR FROM EARTH). '1 4",PER FOOT AWAY FROM POOL. POOL&OR SPA SHAPE,DEPTH AND DISTANCE TO PROPERTY LINE,SLOPES AND STRUCTURES.: `2.D0 NOT TURN ON LIGHT WHLTI POOL IS EMPTY. ' ( ) / TYPICAL INCLUDING ALL SPECIAL DETAILS. 2, REPRESENTATIVES EARTH M OF POOL.ENGINEERING INC:HAVE NOT INSPECTED THE.SITE&ARE RELYING ON 3.D0 NOT USE BLACK RUBBER HOSE WHEN FILLING POOL IT MARKS THE PLASTER 2. THE MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN ( ) THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS,IS OPTIONAL - 7 2 STORY WOOD A' B C D INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF THIS APPROVED SEALANT RECOMMENDED (PER STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE CONDITIONS GLAZING IN HAZARDOUS LOCATIONS FRAME BUILDING VARY TIONS DETAIL.#8). REQUIRED W EXPANSIVE'SOIL- , FROM THAT COVERED BY THIS STANDARD POOL'STRUCTURAL PLAN, IT IS THE RESPONSIBWTY BASIC GRID 1 F T / GLAZING:SHALL COMPLY WITH 2018 2015 2012 IBC SECTION 2406.4.5 INCLUDING LOCALLY TABLE 1 TABLE 5 „ 500 #/00 MAX. OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC AND OBTAIN APPLICABLE - / / LL BARS 0 12 O.C. COPING 1! _ _ a _ SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS A ADOPTED AMENDMENTS. y-�1: -- _ RE VALID ONLY . m co cp BOND BEAM TOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING IN 1.GLAZING IN"WALLS AND FENCES ENCLOSING INDOOR 11 �- � ,± ; RECOMMENDS THAT THE OOR AND OUTDOOR SWIMMING_POOLS, HOT TUBS WATER SURFACE. - DRAIN SEE DETAIL 1 & 12: OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: I A TABLE TABLE TABLE # # . DECKING. MINIMUM & THIS PLAN IS NOT VAUD WITHOUT ADDITIONAL SURCHARGE A: THE BOTTOM EDGE OF THE GLAZING ON THE AP X GE DETAILS WIZEN THE CONDITIONS AS SHOWN POOL OR SPA SIDE IS LESS THAN 60 INCHES PRO . 3 BELOW _, WIDTH PER LOCAL BELOW IN FIGURE T8 APPLY PER 2012 2015 2018 IBC SEC. 1808.7.3. ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING, AND B E T :� K :� ( / / )GBOND BEAM: 4 BARS. rr n n r r r, .. r_mow (3) #3 BARS. () #3 (4) #3 BARS. (4)#3 BARSBUILDING CODE. W 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON STRUCTURAL B THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY OF THE WATERS EDGE OF A SWIMMING» 0 . � .M �' ITEMS INCLUDING BUT NOT POOL OR SPA.�', _ -, m E F.P: 30 P.C.F 4S P.0 F. 62 4'P.C.F." 45 P. LIMITED TO PLUMBING:ELECTRICAL FENCING, CONCRETE DECKING AND,.- --� - � � 3 0 MIN. , z �`' ��, ., .{.I w ¢ C.F. ,. POOL'GEOMETRICS. . . m 3 ¢ z 5.DE ENCLOSURES W._ _._ VERTICAL VERTICAL VERTICAL VERTICAL G(ING CONSTRUC110N IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT RES AND SAFETY DEVICES D f t f ce � ¢m 0-w � ,-- D R C C C C m s-o a S DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSI�1. ' j _ STEEL STEEL STEEL" STEEL 3 ¢ _ N ¢� x z 1.PRIOR TO FILLING, THE POOL AND SPA SHALL BE COMPLETELY ENCLOSED BY 4 MIN. HIGH w m COPING o w co I 0 6. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE INTERNATIONAL „ 1�; - 1 ( 1 0 , w I . _ I E „ ,_ „ „ „ „ » FENCING&GATES WITH NO OPENINGS GREATER THAN 4. GATES TO BE SELF-CLOSING& NO R.B.B. ; w z 3 - ¢ _ _ 3 0 1 0 3 #3 ® 12 3 3 0 12 3 3 O 12 3 3 ® 12 BUILDING CODE AND LOCAL ORDINANCES: -_ . I _I o_ m o ,a o # # # , SELF-LATCHING WITH,LATCH A MIN. OF 4'HIGH. WHERE V ; m ¢ _.: Ir - -�....- 7 E E THIS VARIES FROM LOCAL CODES. THE -" N .yam, ¢ .� •%�^.�.��-.r' :x ... <._;..,, i n: z CLR. o „ „ " POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC F g m � = m N X a 3 6 1-0 3 3 3 3 LOCAL`CODES SHALL PREVAIL -1>:.. ¢ •- o ¢ P STANDARDS AND/OR LOCAL CODES. -•--- ----i. .... •- L- o BENCH STEPS M ,- 2MEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH IBC SECTION 3109 m - _"1` 1 I I o / m _ » » „ „ & SIGNS&SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. C € I~. 1 € .Q 1 i 4 0 1 O 3 3 4 4 INCLUDING LOCALLY ADOPTED AMENDMENTS 0 0 SEE OPTIONS o ¢ ' 9. P I m s,, __.__. _., _.._,,,_:,; _ _ _ UBUC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ASSISTIVE I. o. - : _ (. - �J 1(- .UNDISTURBED SOIL. I o „. „ » „ -, - - --- '---- -3.ENTRAPMENT AVOIDANCE SHALL COMPLY WITH THE INTERNATIONAL SWIMMING POOL-AND SPA � ¢ _ ,.__ c ABOVE f i 4 6 1-0 3 3� » DEVICES FOR THE DISABLED. I m ft 5 5 CODE AND ANSI/APSE-7. i ; I .I N 1500 PSF MIN.` 10.r _..:._, _ :._..__....... .......,._.,......_...... .. ........-;....._.. CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS& DIMENSIONS AT JOB SITE.- I m {{ SUCTION OUTLETS SHALL BE D I ;1 ! _ „ „ DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR r 1 1 J I BEARING VALUE - -•------- - - --- - g p, 1-6 3 4 ^ ^ 11.POOL LENGTH, BREAK LOCATIONS&DEPTH DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL j � ; 1 I I r #3 ® 6 #3 ® 6 5 #3 O 6 5 #3 0 6 SPA. SINGLE-OUTLET SYSTEMS, SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS OR OTHER N ± 1 -..-••. --:• ---7..-_-, .._._-... COMPLY WITH APSE SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS OR APPLICABLE STATE ; I 1 1 :. INFLUENCE LINE » „ » SUCH MULTIPLE SUCTION OUTLETS WHETHER ISOLATED BY VALVES OR OTHERWISE SHALL BE 1 I '!: - 5 6 : 2-0 3 4 � AND LOCAL HEALTH DEPARTMENTS REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. C SHOTCRETE COVER 5 5{� PROTECTED AGAINST USER ENTRAPMENT. A UNDER- -_-- FOR FOOTING 5 w: :-:.:: _.-__.._ __ ALL POOL AND SPA SUCTION OUTLETS SHALL BE 121N ACCORDANCE WI11H IBC,A SITE SPECIFIC SOILS INVESTIGATION MAY BE REQUIRED FOR PROJECTS E ; ! i I I TO BE CHANGED �G J 0 " " » » » PROVIDED WITH A COVER THAT CONFORMS TO ASME A112.19.8M. WATER I 1 ; [ :; ! ,: SURCHARGE C GED O �P 6 0 . 2 6 3 4 6 5% LOCATED IN SEISMIC DESIGN CATEGORIES D, E, OR F. :;! : P /t - ...I - _ _._ W - _ _� LIGHT PER I, UNIFORMLY. �, 13.WHERE FREEZING TEMPERATURES OCCUR THE POOL SHALL BE WINTERIZED TO PREVEN DA IN ADDITION, ALL POOL AND SPA CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH AN 1 T MACE TO 1, I:; _ 6'6"' 3'-0" 3" 4 7" T ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS ( I „ �.- ."„. $EE TABLE 1 ` Yz 6/z THE POOL STRUCTURE PLUMBING, AND POOL EQUIPMENT. CONTACT LOCAL PROFESSIONAL FOR VE LOCATED THEREIN BECOME MISSING OR DETAIL #10. .......,--.....,... .......,.... ....:. (-.,.....:. . _--_ _ - I ,_p ADD #3 0 12 O.C. I - -- - PROPER WINTERIZATION PROCEDURES BROKEN. SUCH VACUUM RELIEF SYSTEMS SHALL INCLUDE AT LEAST ONE APPROVED OR ' € LONGITUDINAL 0 TRANSITION ACTUAL DIG UNE MAY 6 5 8 7 ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN AS FOLLOWS: 1 SAFETY V , . • ::... ;r,,, --~ - - - -- --- RELEASE SYSTEMS CONFORMING TO ASME A11219.17 VACUUM . • . - FOR EXP.. SOILS. VARY, LOCATE STEEL ..:i ,,.t „ „ „ ELECTRICAL AND PLUMBING S, OR 2. APPROVED GRAVITY DRAINAGE „ _ 7 6 4 0 3 5 83E 8Vz SYSTEM. ._.%.--.I . :_r. I I....._.. 3 CLR FROM EARTH "m ---- _.._...._ - _- _ ALL ELECTRICAL SHA B SHALL E IN CONFORMANCE WITH THE NATIONAL ELECTRICAL`CODE (NEC - TYP. FLOOR" „ ) STEEL'BASKET IS NOT REQUIRED - - -- - _._ _ » IN ADDITION SINGLE- OR MULTIPLE PUMP CIRCULATION SYSTEM EQU RED �. „ SURCHARGE CONDITION. .. - 8 0 4 6 3 6 9 1. IN ACCORDANCE WITH NEC SECTION 680.26 ALL METAL WITHIN 5 HORIZ< OF INSIDE WA OF P S SHALL BE PROVIDED WITH A :: �,:r VERTICAL 8Vt 6 THICK MIN. SHOTCRETE GUNITE + • VE CAL STEEL-� � » `~�"`r WALL POOL MINIMUM( ) 11., _.m_... __ ___,T m:- __ OF 1W0 SUCTION OUTLETS Of THE APPROVED TYPE. A MINIMUM HORIZONTAL OR , USE TABLE 1 SCHEDULE D, r 24 MIN: „ , „ „ „ " AND 12 VERY.ABOVE WATER LINE MUST BE BONDED VIA EQUIPOTENIIAL BONDING GRID. BONDING DRAIN:PIPE SHALL NOT W 3 BARS ® 12 O.C. SEE TABLE 1 � 8 6 ; 5-0 3 6 � VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE SUCH OUTLETS. THESE SUCTION OUTLETS / # BUILDING SURCHARGE WHEN a 9 8/z GRID SHALL:EXTEND UNDER PAVED WALKING SURFACES 3 HORIZ. BEYOND INSIDE WALL OF POOL ` ENCROACH INTO GUNITE SHELL ( ) >� EXTEND WALL SHALL BE PIPED SO.THAT WATER 1S DRAWN THROUGH THEM.SIMULTANEOUSLY THROUGH A EACH DIRECTION M SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL - _� � CONCRETE REINFORCING TIE WIRES SHALL BE MADE TIGHT FOR BONDING PURPOSES. VACUUM-RELIEF-PROTECTED LINE TO THE PUMP OR REINF. INTO FLOOR. PUMPS. • _ - i 2 OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL:BUILDING PERMIT. ' i . R ER CIRCULATION DRAINS. BARS 0 12 O.C. IN HIGH A W IS LESS THAN P00 DEPTH. WATER TABLE INSTALL L DE #3 iN ADD ITION,TION,'WHERE PROVIDED VACUUM OR PRESSURE CLEANER FITTING S SHALL B(30''MIN. FOR TABLE 5G) INDI 3:ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORDANCE O LL E LOCATED `:PROVIDE 2 ANTi-VORTEX CIRCULATION DRAINS PER PUMP CATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH ' O HYDROSTATIC VALVE AND ROCK WITH:LOCAL REGULATIONS. IN AN ACCESSIBLE POSITIONS) AT LEAST 6 INCHES AND NOT GREATER THAN 121NCHES + MAY VARY SEE STRUCTURAL COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.6 _ NOTE. 12 6 HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5 O FROM 111E TOP OF THE POOL # ) -EXPANSIVE $OIL.. 4< POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM.. BELOW THE MINIMUM OPERATIONAL WRIER LEVEL OR AS 0' ' tANTI-ENTRAPMENT PACK AT LOW POINT. ( ; AN ATTACHMENT T THE SKIMMER(S):" GRATES, THAT ARE HYDRAULICALLY + + _5. BACKWASH SHALL BE DISPOSED OF 1N AN APPROVED MANNER. „ MASONRY SCREEN OR GARDEN WALL.'RAISED OR NOT RAISED). _D IS DISTANCE DOWN BALANCED AND SYMMETRICALLY PLUMBED THROUGH T" ) I BUILDING FOOTING 6. POOL S WALL DOES NOT REQUIRE /PA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE WITH THE IBC. Q ,_ „ FROM TOP OF POOL WALL. FITTINGS:DRAINS SHALL BE SEPARATED BY THREE FEET 1N *IF POOL WALL HEIGHT DOES:NOT EXCEED 5 0 THEN NO ADDITIONAL - SURCHARGE `7. CONTRACTOR IS ADVISED TO REFER TO THE.INTERNATIONAL POOL AND SPA CODE AND ANSI APSE-7 ANY DIMENSION. SURCHARGE DETAIL) / GEOTECHNICAL NOTES. E ON. SEE ELECTRICAL AND PLUMBING NOTE 8. � BARS ARE REQUIRED. I : FOR PROPER INSTALLATION OF THE POOL CIRCULATION SYSTEM SUCTION OUTLETS. (DOES NOT APPLY TO SUPPLEMENT DETAILS) POOL ENGINEERING INC. PEI STRONGLY SUGGESTS 8. WHERE REINFORCING STEEL IS ENCAPSULATED WITH A NONCONDUCTIVE COMPOUND PROVISIONS SHALL (PEI) GGESTS THAT THE PROPERTY:OWNER AND/OR BE MADE FOR AN ALTERNATIVE MEANS TO ELIMINATE VOLTAGE GRADIENTS THAT WOULD OTHERWISE POOL CONTRACTOR CONSULT WITH A GEOTECHNICAL ENGINEER/ENGINEERING GEOLOGIST TO BE PROVIDED BY BONDED REINFORCING STEEL OBTAIN A SOILS AND/OR GEOTECHNICAL ENGINEERING REPORT FOR THE PROPERTY ON TYPI CAL LONGITUDINAL SECTION N.T.S. A p WHICH THE POOL IS TO CONSTRUCTED. 2 STANDARD WALL SECTION N.T.S. 1 77�p T�� E STRUCTED. IF A GEOTECHNICAL ENGINEERING REPORT WAS STRUCTURAL NOTES PROVIDED TO"PEI, THE DETAIL SHEETS PROVIDED BY PEI ARE BASED ON THE REPORT: IF 1 A,SOIL REPORT HAS NOT BEEN PROVIDED TO PEI, THE PLANS AND DETAILS PROVIDED BY SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 150D PSF. CONCRETE SHALL BE PLACED AGAINST SPECIAL TOP OF TOE OF SLOPE NOTE ' PEI ARE BASED ON'INFORMATION PROVIDED BY THE OWNER CONTRACTOR AS WELL AS THE DETAIL REQUIRED L E OR OTHER , UNDISTURBED SOIL OR SOILS ENGINEER APPROVED 90%COMPACT FILL THIS PLAN IS NOT SUITABLE / ALLOWABLE PRESUMPTIVE SOIL PARAMETERS PROVIDED 1 WHEN SLOPE SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT"FROM DISSIMILAR SOIL CONDITIONS UNDER ED N THE REFERENCED BUILDING.CODE. LESS THAN 10 PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM - ! THE LIMITAl10NS BELOW OR ADDITIONAL POOL SUCH AS G1T FILL TRANSITIONS. SEE GENERAL NOTES 3� ( # ) BEHIND POOL WALL `BOND BEAM:PER 2.:ALL REIN fi IS THE RESPONSIBILITY OF THE PROPERTY"OWNER AND DR POOL CONTRACTOR TO CAUSE 'SURCHARGES NOT COVERED BY THIS FORCING STEEL SHALL BE DEFORMED CONFORM TO ASTM A615 GRADE 40 FOR #3 / PLAN ARE PRESENT ADDITIONAL DETAILS 1 & 2 _ _z, NON-EXPANSIVE EXPANSIVE NO DECK I BARS AND BARS. SPLICES TO BE LAPPED A MINIM M OF THE GEOTECHNICAL ENGINEER ENGINEERING GEOLOGIST TO CONFIRM THAT THE PLANS AND D ITIONAL # #1 1/4 PER /HGH EXP. #4 U 24. MINIMUM CLEARANCE BETWEEN / . 177772 _,. _-..:_.._ SURCHARGE DETAILS ARE REQUIRED. �'� PARALLEL BARS IS 2 1 2". THE DETAILS PROVIDED BY PEI MEET THE REQUIREMENTS OF THE PROJECT SiTE AND THE Q FOOT_ / . . . GEOTECHNICAL ENGINEERING REPORT. . j E 3;(1) /4 BAR 1S EQUIVALENT TO AND MAY BE USED IN PLACE OF 2 BARS, WITH THE EXCEPTION . : .._ THAT IFFOR#a E MAXIMUM SPACING IS#4 BARS AT 18 D.C.. z ¢ ': E F.P. --30 P.0 F. 45 P.G.F.; 62.4 P. F w 1 C 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE.OF THE WHEN LESS THAN POOL DEPTH OR H/4 m o ¢ O #3 ®TOP x -, x E w INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE POOL 7 tIr ¢ w m VERTICAL .5 MAX:H 4 -.i o WATERPROOFING R VERTICAL VERTICAL STRUCTUR SPECIAL DETAIL REQUIRED / ) z ECOMMENDED. D C C C E i o 0 STEEL C. STEEL STEEL _ 5. GROUN I w „ D NG ONDING PER THE LATEST ADOP HORIZ. STEEL' m z /B ( TED EDITION OF THE NATIONAL ELECTRICAL CODE)OF WHEN.LESS THAN H 6 m �/ 0 6 C.M.U. W „ „ „ „ / „ , „ p „ THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE. - BARS`0 12 O.C. J o o m „' 3 6 3 #3 0 12- 3 3 ® 12 3 3 ®12 (10 MIN:, 20,MAX.) N w .< VERY. BAR ®24 O.C. ----;- # # 6. SHOTCRETE GUNITE TO BE N �, ¢ w #3 " _ - _ { ) I CONFORMANCE WITH 2O18 IBC SECTION 1908 (2015 IBC SECTION 1908, ¢ w o SOLID ROT 4 0 3 " " 2012 B , ___..-- -•-•••-•.. GROUT.. 3 4- IBC SECTION 1910,2009'IBC SECTION 1913 &SHALL HAVE:A MINIMUM COMPRESSIVE STRENGTH m a -. _ ..__ .._.._ .....4_7 , ___r,__. OF 2 500 PSI AT 28 DAYS. ALTERNATIVE BOND -- - o „ „ „ » ,A. wr,- F_ ,.cur wF .,�. :. 4 6 3 3 . 1I. . I fi 5 7. WHERE APPUCAB SHPER LB.C. SECTION 1808.7.3 eEAM LOcanoN ;- V� Jr LE OTG2ETE`(GUNITE)TO 8E IN CONFORMANCE WITH ACI 318 CHAPTER 4 -WA BOND BEAM „ ^ „ „ DURABILITY REQUIREMENTS. CONCRETE THAT WILL BE EXPOSED TO FREEZING AND THAWING DEICING lER :L:. 50 3 #3 0 6" 3% S 0 6 5 3 0 6 I ' # # CHEMICALS OR OTHER EXPOSURE CONDITIONS SHALL COMPLY WITH ACI 318 TABLES 4.2.1 AND 4.3.1. z 1 LINE ! .... _-_._ ______..._- VER�. STEEL VERTICAL STEEL W/ » » „ „ CONCRETE EXPOSED TO FREEZING AND THAWING OR DEICING CHEMICALS SHALL BE AIR ENTRAINED g ADDITIONAL SPECIAL DETAILS AI ED IN a SEE TABLE 5, s 24" MIN. EMBED. 5 6 3 - - - 4 _.__ 6 ACCORDANCE WITH ACI 318 TABLE 4.4.1. CONCRETE THAT WILL BE SUBJECT TO THE FOLLOWING SURCHARGE CONDITIONS N.T.S. „ „ EXPOSURES _ _j REQUIRED FOR CONDITIONS ABO SCHEDULES F OR G 6 0 3% i 5 S SHALL CONFORM TO THE CORRESPONDING MAXIMUM WATER CEMENTiTiOUS MATERIALS " , , TYP. HORIZ. STEEL � ---I _._..._,;.� 7 _. _..:_ RATIOS AND MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS OF ACI 318, � 3 C •6. 4» „ SECTION 4.2.1; CONCRETE INTENDED TO HAVE LOW PERMEABILITY WHERE:EXPOSED TO WATER . 6 I . 6 8 t- . . - REFER TO AMERICAN NATIONAL STANDARD:FOR. RESIDENTIAL IN-GROUND SWIMMING CLR. -�-�--1:- CONCRETE EXPOSED TO FREEZING AND THAWING IN A MOIST CONDITION OR DEICER CHEMICALS, OR � MING:POOLS PUBLISHED BY C -3 , „ „ „ ' , » ^ » CONCRETE WITH'REINFORCEMENT WHERE THE CONCRETE IS EXPOSED TO CHLORIDES FROM DEICING� AM 7 0 5 ! 6 #3"® 4 B 3 0 3 ERICAN NATIONAL'STANDARD INSTITUTE (ANSI) AND THE ASSOCIATION OF POOL AND SPA PROFESSIONALS (APSP) CLR. __ _I _ _ - #-._- CHEMICALS,SALT SALT WATER BRACKISH WATER SEAWATER OR SPRAY , A FROM THESE SOURCES... t~n 7'6a 5%' !' 6" 8" - 8. CEMENT SHALL CONFORM TO IBC SECTION 1903.1, ACI 318 SECTION 3.2, &ASTM C 150. ' I 9. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.21 o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF REEF " " - » MASONRY NOTES. 8 0 634 I. 7 - 8 z FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL - A (G NITE) THICKNESS PER „ I „ , 10.KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. 1. CONCRETE BLOCK SHALL BE GRADE N EXPOSED TO WEATHER TYPE II NON-MOISTURE > r" „k,M .„ .. APPROPRIATE WALL i1.ALL SURFACES OF POOL SPA SHALL BE COATED WITH r n.. „ / A WATER PROOF SURFACE. �_ CON TROLLED),OLLED, NORMAL WEIGHT UNITS 135 PCF 'CONFORMING TO IBC SEC. 2103 AND - - -- - -- - -- - --- w ,_�w�^�w� .armr'ti�!9:�s�^,x^•v!r;n; :-. ) ( ). „ 12.FLOOR W Q SCHEDULE. LI__:.. » » + - - » TO ALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER DESIGN POOL/SPA SHALL NOT p xF ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm =1500 psi. 9 0 8 u 9 101�z 1- FOOT�` n_ p - ...__ INTENT. RADIUS SHALL NOT BE LESS THAN 1 FOOT AND SHALL NOT EXCEED 5-FEET. z - z p, .. i.. �+- „ „ 13.IN A AS - BE S .. , � 2 GROUT SHALL CONFORM TO IBC SEC.'2103&'ASTM C 476 WITH f,r2000 PSI.SEE IBC RE WITH SOIL CONDITIONS SUBJECT TO FROST HEAVE, THE FOLLOWING REQUIREMENTS APPLY. LOCATED WITHIN Q r., ,POOL FLOOR THICKNESS H . c , c TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS. 9 6 9 r T D 11 Ift I ....V a.IN ACCORDANCE WITH IBC SECTION 1809.5+ THE ENTIRE BOTTOM OF POOL STRUCTURE AND OR > >� rn 'bo . �, EDIENTS _.. „ PLUMBING 10-0 FROM ANY SLOPE" G MUST EXTEND BELOW THE FROST OF THE LOCALITY. .- ,a �; .:MAY VARY TO ACHIEVE G 10 0 9" 11 1 o 3. MORTAR SHALL BE TYPE M WITH f 2 ;� �,.: :.-• �, TH c 1800 psi AND SHALL CONFORM TO IBC SEC. 2103 _,__I� 'b:ALTERNATIVELY, IE DESIRED WATER DEPTH. ..._:._.-- W _.,. - _ _ 11VELY, WHERE DAMAGE TO THE POOL STRUCTURES,PLUMBING, ADJACENT STRUCTURES a &AS1M C 270.SEE IBC TABLES 2103.8(1),(2)FOR PROPORTION AND PROPERTY " " » AND SURFACE"IMPROVEMENTS IS A CONCERN, - T1 0 9 , 11 123� C , SELF SELF-DRAINING GRANULAR BACKFlLL MAY BE ', ". ,:.!_:-T.j-1.:. .> SPECIFICATIONS. EXTENDED BELOW THE FROST-UNE WITH AMEAN - -;11 ,<�- ,!I.. A:, ~' S TO PRECLUDE BUILD-UP OF WATER. SEE STRUCTURAL NOTE #1 >. MAINTAIN 18 MIN. EMBEDMENT INTO N.T.S.SHALLOW FEATURES I BY THE USEOF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOIL 4 RAISED BOND BEAM N.T.S. 5 NOTES OYES, HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6 NOTE: " BOND BEAM PER TABLE " 9 & LARGER _ 6 8 ,.� � PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTAl10NS, SPA AIR LINE No. 1 & DETAIL 12.' 2 2 ! BRICK OR PRECAST i # IDEAS.DETAILS, NOTES&SPECIFICATIONS EITHER COPIES MAY BE LOOPED CONCRETE COPING. » OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO ( 9 1 2 3RD AND OR 4TH INTO SPA BOND ,: .., m _ / j o_::._,..: e n.-� n wtiv,�" .�� v, ' „ THIS DESIGN ARE THE-$:,..: , , 'k.r'is>+�.v^wr �i� , ( „ PROPERTY SOLEY OF POOL z ...:I: s 4-0 _ ....:,.__ , ' LEVEL TOP OF GUNITE MIN• : EXPANSION JOIN & SEALANT to 12 BAR LOCATION 'BEAM. MAINTAIN x o. ., � � I (2) #3 x s 4 � , � fNgNEERING, INC. PERMISSION fOR ANY COPIES OF SAID „ < , , O #3 BARS z ., . , ¢ �_ , W GROUT& PLACE _ RE'D. FOR EXPANSIVE = MAY VARY TO COPYRIGHTED MATERIALS, DRAWINGS REPRESENTATIONS. 1 CLR. TO REINF. cv BARS. / Q SVE SOILS.' co I ALS, TRITONS, ¢ I' » r_ 6 DECKING : ELECTRICAL J BOX, IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR #15 FELT OR 4 MIL E- PER DETAIL #8 _ -I PROVIDE o N _ 1 MIN. CLR. M n w ( THICK x 3 BARS. m „ COPIES THEREOF TO BE.MADE,'COPIED OR ALTERED BY w » ¢ # VISQUEEN ON TOP. CLR. BETWEEN I. _ $ .MIN. ABOVE DECK WATER 3 AROUND ALL - COPING ANY PERSON BUSINESS.OR CORPORATION MAY ONLY B M 12 0: : „ E SPA LIGHT C N _ PARALLEL BARS:' PIP #3 BARS 12AA � LINE OR FLOOD%LINE WHICH FINISH BOND BEAM"W/(4) #3 BARS m AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION =o EA. WAY. ES. m �` M. D.C.,EA. WAY, EVER I GRADE PER DETAIL'1 & 12.. DECKING. OF POOL ENGINEERING, INC BY THE USE OF THIS PLAN ;M.. S GREATER, # # _ .• l.....I _ �• d ur M r.r s m TILE THE USER ACKNOWLEDGES THAT HE HAS READ& 1.-:< SKIMMER L1 UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. ` _ EQ. EQ. WATER 2 ,.._:.. ,�-�•� , _fj BOND BEAM PER TABLE LINE. 24 WATER T.....:: COVER. '= _ ,N -: n+ NO 1< ."":., , _::_•:.:<..-,,...,,. PLUMBING MAY BE LOCATED REINFORCINGPER 6 LINE. \ _.,.,_.w. �.:_. I DETAIL #10. 2 \ :>.....I:._.r:... ;.-._ I O #3 BARS 1...._<, :..1 ...... .-.. . » LAP \ , ,.a 1.. _;'. , IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL NOT REQUIRED'IF 6 MIN. MIN. _ \\ Ii ;;�:, ' Z 2 1/2 a „ „ CALLS BY: A.J.C._ \ l' z w { COMPACTED MAINTAIN 1 CLR. TO REINF: 3 BARS MAY BE OVER OR CLEAR PROVIDED. BEND �\ _ �� z FILL CLR. . <o w, CLR. UNDER VERTICAL BARS. w 5 MIN. _ BOND 1 s ¢ 24 MIN. LAP <. ,,, q .< o�H DRAWN BY. T.L,L. - , ..:1:.. a AROUND ALL BEAM �' ! z CIRCULATION DRAIN co INTO SPA FLOOR BAR5 x? ¢ ;._:..s,......: . __4 a !p , w®,,: S• #3 :.-7I. .!. ,u UNDER o I ¢ » _. 4 .n.:._. �� . 8 -: :. . I I U PRECAST'COPING OR BRICK PROVIDE 2 AN11-VOR X IR -0R POOL WALL 0 12 O.C. tJ ._ N 2 A , ::, �� x I 3 N O TE C CULATION DRAINS PER PUMP, 1 1r .. O #3 Z B RS -_.;:,_ SKIMMER. ¢ 4 e \N• a o m CHECKED BY. R.L.L. I _ .<. EA. WAY. t. . #S COPPER �. O 6 \J a m T--., ''. -, COVERED WITH APPROVED A>S.M.E. ANTI-ENTRAPMENT GRATES, �� F m . GROUND WIRE �� < ; a �q ¢ w x (2) #3 BARS THAT ARE HYDRAULICALLY r , 1 �i ¢ _H CALLY BALANCED.AND SYMMETRICALLY p » " N ;. - I �., ,. ,-.. r FOR USE ONLY AT PLUMBED THROUGH 6 - \1• FITTINGS DRAINS SHALL BE DAM WALL DAM LAP INTO SPA REINF. / , SECTION AT SKIMMER _•L _ -_ . 1- N.E.C. AP �c VENEER. SEPARATED BY THREE FEET IN ANY DIMENSION: SEE HORIZ. BAR . PROVED O V, o BEND' 12 DAM - LAP INSIDE BARS INTO SPA REINF. FIXTURE[ ::..F .I S•L ,S Bra �d , CONDUIT.' _....;: _ -r m Y ELECTRICAL AND PLUMBING NOTE 7.. LAP SPLICE. : \ VERT. STEEL LAP OUTSIDE BARS INTO POOL REINF. LENS 1 - „ :; OSte 24 -<: ,. O N 45 OR 90. \ t"�f 111e MA C12 °� 6 RECESSED �� .:�., 1 . 3... 'P L <-TILE POOL MIN. 2 3 BARS � o SPA DETAILS MAY BE USED MI . LIGHT. , .. e , J BOND BEAM PER SPA DETAILS N.Ta. LAP EACH WAY ;- ° -�\ 7 �Q TABLE NO. is PLASTER I FOR SPAS WITHOUT:POOLS. AROUND NICHE. 18 MIN: �, OF . 3" O ti - j - LAP, TYP. _e 9c „ -'Itf g y 4 0 MIN: IMPERVIOUS DECK . CLR. i ROCK 0R BRICK NOTCH,, �- 6 MIN. DEPTH- APPROVED SEALANT -... __ WOOD POST FROM TO L cn „ „ ;;:_ ..:r T 1,....<.._ H w REQUIRED SLOPE 1/8 1/4 INSTALL PER MANUFACTURER VERY: STEEL ATTACHED PATIO COVER HER T„_ _ f .., „ v w c CIVI PER FOOT .:: 3 ®6 O.C. _ MAX. DEAD + I A - `DRAIN ._ :, O # m LIVE LOAD 2000 Ib. 3 1/Z �- _,...., (2) #3 BARS. •_ _ 9a a,; NOTES 5 0 DEEP & BELOW. -� i - 2 OR o , . . :.. . , LEVEL TOP OF BOND BEAM 1y INSTALL NO.B COPPER GROUND WIRE . w.. ROCK ON BOND BEAM. O a I:.r<: _;._ E FROM LIGHT NICHE TO lST 6, - L.,,.., NOTE. .M;4- � 1 I WITH GROUT,& PLA E 1 N 1.•.. >.. ,_ .. , HORIZONTAL STEEL v c, C 5# _ i!', w co L.t. ,-_.a1 < _ BRASS CONDUIT TO POOL REBAR \` Z ..,.. 1,-._,.I . . OR NON METAWC F PROM ,).. 5 MIN. 1 w SATURAl10N DE CONTROL JOINTS 3 CLRM _ FELT OR 4 MIL VISQUEEN ON ! ' o --:? - #3 BARS 0 12 .O.C. TYP. � - GALV. SIMPSON POST BASE. I ONAL o m N L - CONDUIT CAN BE USED WITH INSULATED N0. 8 COPPER WIRE U o f RECOMMENDED WHERE APPROPRIATE. '. !- TYPICAL. TYPICAL TOP OF BOND BEAM. Ih:::::- ,: MTERIOR W APPROVED P BOND PER ELECTRICAL & i`1.� l �`` PRIOR TO ,„ .,.�. / OTTING COMPOUND PER THE N.E.G 1. !::.::: PLUMBING NOTE 2. _...:,... :._.,: NOTE. -- POURING DECK. ..., .. 2 SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH ., . „ __,; EXTRA RE]NFORCING TO EXTEND ;,. . ('. 311712020 $ PLAN AT SKIMMER Mom! M 6 APPLICABLE UNDERWRITERS':LABORATORIES REQUIREMENTS " „ - MASTIC REMAINDER OF JOINT IN STYROFOAM OR QUy r FOR UGHTRIG FlXTU 24 ,MIN. EACH SIDE OF RAMP. 3 1/2 MIN. CONC. DECKING. , ,q RES U.L STANDARD 676. :� PLAN VALID ONLY WITH. � FOOTING RECOMMENDED OTHER EXP. MATERIAL CONCRETE SHALL TILE WET NOT TOUCH'COPING, BOND BEAM OR - $ FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER CONCRETE TAMP & ENGINEERS SIGNATURE . IN RED INK ON PLAN. IN EXPANSIVE SOILS WHERE MIN DECK REQMTS AUT HORIZED SIGNATURES:EXPANSIVE SOIL DETA ILS LS N.T.s. ARE N N.T.S. DD 'L LACHER P.E. � _ W SKIM NQr MET USE TABLE 1,'SCHEDULE c M ER DETAIL 9 SECTION AT LIGHT N.T.S.Ts , 1 FREESTANDING POOL WALL 11 BOND BEAM DETAILS N.T.s. 12 CHRIS BIEDENBACH, P.E. m rc SHEET.i . - 001 1201 N.Tustin Ave. I ` P . PREPARED STANDARDIN ACCORDANCE POOL E WITH ", Anaheim Caidorrna 92807 , en gineering Ineerin g g ` Fax. 7 4 - 2 18 ( 1 )630 6114 0 INTERNATIONAL BUILDING CODE - STRhone. 714 630 6100 U CTU RAL PLAN _ inc.ITC ( ) � 5�,C1 www.pooleng.com I I .-00 . COPYRIGHT 2019, POOL ENGINEERING INC. SP q South Bay Roa � , r G,0 \.r5 IZ i • G,p � , CIO J I <.. e Catch Bn m a ' ETe-,. 14.5 I f LOCATION MAP: Scale 1" - 2000'f 1 N •Catch Ba:i(n I f ZONE. 1 El ev. Tennis Court ; I RF-1 Area (min.) 87,120 SF (RPOD) FLOOD ZONE: Frontage (min) 20' G AE Elev. Width (min) 125' Driveway 13 p / � ',Chip \ ' I /Zones VE Elev. 15 X 0 ) Setbacks:J , .2q Annual Chance t Fron t 30' .o ,I; & X (Min Flood Hazard) , Community Panel No. Side 15 #250001 0757 J Rear 15' July 16, 2014 !Lawn REFERENCES: I I C S W Aarden \ 1 kip Deed: C213803 o __•_ _._, I Plan: LCP 9592-M o Vo Lot: 17 , LEGEND: Lot ..17 0 3 Lot Area 81,600fsf / �6� rn d CDT Cedar Tree r 1.87 Acres HT Holly Tree arden N �\y P' DT Deciduous Tree Orden I. �Qr CT Coniferous Tree cQ_) Utility Pole -E— Electric -G— Gas Wetland Flog Light Post El CB/DH LaWn Ex. Sep is ~;' OHW— Overhead Wires Or of Permit \o r g 98-52 . Hol JA�� �'� 25 Elevation Contour�� / er Tie; or 5° Chip Stone E Trans ..... ... Driveway r j Meter i o r I� o ASSESSORS REF: o 0 f o ti Map 093, Parcel 045-001 Existing Garden (p N j _ -16" Setpic Tank 5\ 9 N N X T6 Be Relocated N Maintain 10 Setback To Fnd. ; & 2� Pitch Min. =4I OVERLAY DISTRICT. one Walk Existing ;. Garage• ( Tel k Aobbole to Be To Remain Q eddi AP - Aquifer Protection District o S Removed `. 1� �� ` a' Proposed Pool Fence with a N.. / 5 / auto locking latch on gate �\a Lawn Lawnz t o Proposed Changing Room DIRECTIONS I ~ L J Proposed Pool Equipment From Hyannis - Follow Main Street to the West � . \ ... ....... / _ End Rotary, Take third exit onto Scudder Ave. Turn right onto smith street at the stopsign. / 0 Proposed Stepping g t ir<d Stones in Lawn Continue on to Craigville Beach Road and left e, _ � wp ^ ; � . ��:�;.�": --_ onto South Main Street. Continue over the Limit of Conservation Jurisdiction bridge to Osterville, and left onto West.. Ba Fenced as 1°, p�` 0 100' from State Coastal Bank 9 Y Garden - , fa Proposed Road. Continue left onto Bride Street. Turn left ` '" 1 Rinse tation Y� �_ . �� w ,...,.. Proposed Wall onto South Bay Road. Continue right on South �� _ / f -- with pool fence .,. . P Bay Road and # 132 is at the end on the left. x \ proposed ;_ ll Top Elevation 17.1 19.2' .. P y Dwelling J Pro,tv � 1 I Lawn � �� Propane Gas Tank to ! ), n �/ � � 4�., x � be Removed \ f oposed .4 • c Portion of. Wood Deck t N N•o _ Uor M See Architectural & 0 o i / Building E�v. 19.6 I w co \ to be Removed i . c� f << a , Landscape 'Plan for Pool, 3 �`• -�' � �. -� .•' � f�as � '1 °: W Patio Wall and Deck n S l Details, \ Proposed ~ m W \ \ / Pctta�l .M<. / Q ti, •. Garden aWood Deck ! ° �- \ / k P.ropdsed Elev. 19 1{;•` .;.. ��aQ� i' Proposed Stepping Wood beck Stones in Lawn osed ' \ Lawn � o -•- � -- \. 1; 'x� rP•r°� '�®uffe i 1 O 5 r \ 7! / 1��. 1 -•-- - - $ ion Lawn _ - or Proposed / Lawn zone..R.... e \ _•__: ;, .a I _ roved Altered Existing Wall \ o i �.f A m Stairs .6isting Concrete PP e rou9 t r -- to be Removed 00,-Buffs Patio, t6 be pro Infinit Ed Pro Wall ' ,:� Removed \ \ i. ' Proposed Lawn \ 4 Upper Wall Starts Existing Stairs :� Gorden •. ., � to be �'�-� � i .� � ---' Go End of Pool Removed : r. . . / Fe . ' \\ Garden f �. Proposed Lower Wall to \ �1 ....... act as pool fence. ozebo Stone Walk / Wdll� Garden Top Elev. 14.6' \� 100.0' j to be to be 01 J #1 Prop osed Wall, Bottom Elev. 10.6' Max emove Removed Lj l ---- S-tair�;' $c Patio \ / i Existing t irs _ '� See Lan al�e �� 1 ` •, (13sf 0 be Proposed Pool Plan for Detai7's: - o •-------- Rgp•6ced (28sf)' Drowdown Pit a }i � � \ .,;,...._-_ Lawn � � '�� , _- --• '" 50 Buffer Construction l Construction _ \ xisting Stucco J Buffer_._ o Work Limit 50�.� N Work Limit brnarrbental Wall to be Lawn Y _.,;• .__. -_ -- -- ✓ ! i•° / �� �6I 6ardeti'r Repaired g Wall o e \ \: '' �_ __ - ° / J p,�. i... rno en O t I Gard alirden Proposed Mitigation a,820sf /Q ° f J / r��0������ _ -- nrnar.. .............. — . See Mitigation plan by Bench'' /.° f 1 • •• LeBlanc )afidscape Design �• � LOT CALCULATIONS 09/18/2019: Upland Lot Area: 81,430 SF Landscape 1 1 Work Limit Proposed Floor Area: Pavers eelo'w �, / l Basement = 2,062 SF - _ \ ..� 1I J First Floor = 4,704 SF Wall to Remain AE ELEV. 13' v - F Effective 7116114 Brush Second Floor 3,357 S . — ,.~ \ �•�J � End of Town Bank Garage First 770 SF FEMA Zone ~ ���, - _ VE ELEV. 15' .__ - pefinition) — ~..Sett�7vlarsh -..••.,,�- -� `7•,� � —� �- �,_ _ / 6 4 ,_ ! � Garage Second 875 SF tote _• -• , � _ -_ 1 /' % 1 Total 11,766 SF (14. 7.) (Town & '` � - -� ,� y `""�• ,,` � _ ..,� f A ��� f __ _ ------ ----- r{�ites _ �.. ._..eeach Phrag Proposed Lot Coverage: _._. _..... ...._ - - _. :_. \\ \ _ Building = 5,325 SF ____ �r -- �. �. , Ali, -_ _ / J Garage _ ;1,385 SF Ali, �...• Deck 6,100 SF _ P ra mites ✓` Salt Marsh r� MHW 1.5�` - - ~ ��; rag mites Pool 740 SF - -------- , Total = 13,550 SF (16.67.) Wetlands Flagged on Baxter & Nye �!`' `I'' ---� Y__.- � �� `•`� _ 7� Existing Dat Conditions-Plan ---- ed.-Jurre-T5. 2017' - S MITIGA _ TION CALCULATIONS 10/17/2018: Salt Marsh\ — r _ - ..... . .. - ....... -`-. 0-50 50-100 ML W 1 ° Proposed Hardsca e ` Proposed Hardscape p p Paver Path to Stay 45sf ...... ....... ._ ._._ _ — __..: .,_ —�2-.... _._ _.. ..� __ . r. y Wall #4 4sf Wall to Stay 168sf Pro Stairs 28sf Total 213sf Wall to Stay 1 52sf West eSt Ba a Existing,Hardscape Pool Wall, Patio & Stairs 415sf ,y Pool & Infinity Edge 672sf EBB - _ Paver Path 75sf Existing Pier Total 1171 sf FLOOD v Permitted Under Wall 168sf SE3-0520 Total 243sf Existing Hardscape t Stairs 13sf Total 0-50' Wall #3 17sf -30x4=120sf Mitigation Credit Stairs 25sf , i Wall #1 52sf Conc Patio 86sf Paver Path 101 sf Proposed Pier Lighting will Wall #2 143sf have 25 watt Incandescent Gozibo 173sf Bulb, to meet pier Total 610sf regulations 703-4 D. Total Proposed 50-100' 1171-610 = 561sf Increase Mitigation 561 sfx3= 1683 sf Mitigation PLAN 0�MIS S e Jo!i:rs ' \ Total Mitigation Required _ , 1683-120=1,563 sf of Mitigation Required U /1 C! _ 11 Proposed Mitigation o��FGI Tea G 1,620 sf Mitigation Proposed As per Landscape Architect Plan Update Dwelling Footrpint (Beyond Con Com Juresdict on) 911812019 Revision: Add pier & rinse station notes 2/11 2019 TITLE: PREPARED BY. PREPARED FOR: NOTES: Site Plan 1) The property line information shown was compiled from p p _ Proposed Improvements Engineering & 1 32 South Boy Rood LLC available record information. u ivaii /1t consuiting, I�'1C 1.37 Newbu y Street 2) The topographic information was obtained from an on./ �+ /`f p 11 t�1 �100r the ground survey performed on or between August 8, / 02 South 1 Bay Road (508)428-3344 • P.O. Box 659 • 7 Parker Road, Osterville,MA 02655 2018 and August 21, 2018. secia@sullivanengin.com • www.sullivanengin.com Boston MA 02116 3) The datum used is NAVD '88, based on an RTK GPS r, Bamstable (osterville) MASS. and confirmed by a published FEMA bench mark. Q) Draft: CTR Field: WHK CTR JOD 4) Tidal elevations are established by the Mass Estuaries i / / 20 0 10 20 40 80 report for the Three Bays Area. DATE: SCALE: Review: CTR/JOD Comp./Review CTR/JOD 5) Building dimensions are supplied by architect and January 21, 2019 1 = 20 Project: 38001.7 Project: Talonian should be confirmed prior to construction.