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HomeMy WebLinkAbout46577-Z �OS�F 04p. Town of Southold 5/16/2022 0 -� P.O.Box 1179 C* _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43050 Date: 5/6/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 9525 Sound Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.-1-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/22/2018 pursuant to which Building Permit No. 46577 dated 7/16/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, breezeway, garage and sunroom with indoor swimming pool as applied for. The certificate is issued to Kennedy,Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0040 5/10/2021 ELECTRICAL CERTIFICATE NO. 42964 4/22/19& 12/3/19 PLUMBERS CERTIFICATION DATED Authorized SignaKe sfFo�Kc. TOWN OF SOUTHOLD oo� ao BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE y • o� SOUTHOLD, NY 1 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46577 Date: 7/16/2021 Permission is hereby granted to: Kennedy, Mary 9525 Old Sound Ave Mattituck, NY 11952 To: Construct single-family dwelling as applied for per SCHD approval. Replaces BP#42964 At premises located at: 9525 Sound Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 122.-1-2.3 Pursuant to application dated 7/16/2021 and approved by the Building Inspector. To expire on 1/15/2023. Fees: PERMIT RENEWAL $610.40 Total: $610.40 Building Inspector TOWN OF SOUTHOLD ���SUfFU1Xc®G BUILDING DEPARTMENT s TOWN CLERK'S OFFICE Wo . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42964 Date: 8/22/2018 Permission is hereby granted to: Kennedy, Mary 34 Wake Robin Rd Riverhead, NY 11901 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 9525 Sound Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 122.-1-2.3 Pursuant to application dated 6/22/2018 and approved by the Building Inspector. To expire on 2/21/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,170.80 CO -NEW DWELLING $50.00 Total: $1,220.80 b --I -- uilding Inspector SUF of t,��, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42048 Date: 10/13/2017 Permission is hereby granted to: Kennedy, Mary 34 Wake Robin Rd Riverhead, NY 11901 To: 200a underground electrical service. D Lk At premises located at: 9525 Sound Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 122.-1-2.3 Pursuant to application dated 10/13/2017 and approved by the Building Inspector. To expire on 4/14/2019. Fees: ELECTRIC $85.00 Total: $85.00 VVtffling Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 4/16/18 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 9525 Sound Avenue Mattituck House No. Street Hamlet Owner or Owners of Property: Mary E.Kennedy Suffolk County Tax Map No 1000, Section 122 Block 01 Lot 2.3 Subdivision Filed Map. Lot: Permit No. 2 q Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ App ignature OE SO(/j�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.richertCa)_town.south old.n us Southold,NY 11971-0959 y ol'�cOUM`d,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kennedy Address: 9525 Sound Ave City: Mattituck St: New York Zip: 11952 Building Permit#: 42964 Section: 122 Block: 1 Lot: 2.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt 4 Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: In ground swimming pool ( in doors ), to include, bonding, 1-pool pump, 4-switches salt generator,2-low voltage pool lights,4-single use recpticles, 1-GFCI recpticle,3-GFCI circuit breakers, 1-exterior wall fixture, Notes: 1-exhaist fan Inspector Signature: Date: December 3 2019 81-Cert Electrical Compliance Form(1).xls �o��OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 _ INSPECTION [ -/FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2NDC [ ] INSULATION ] FRAMING /STRAPPINGS1S [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - ] `FIRE NSPECTION - ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (zwk a4t Do f DATE Y 6 INSPECTOR � _ ho�apF SOUIh°lo # TOWN OF SOUTHOLD BUILDING DEPT. ^ourm,��'' 765.1802 INSPECTION ,�4,,�& , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] . FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SOOT � H �o� olo TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 765.1802 INSPECTION [ FOUNDATION 1ST 6 P� [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: nn== Oki DATE INSPECTOR i ho��OE SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. courm��' 765-1802 INSPECTION �j FOUNDATION 1ST ROUGH PLBG. [ ] [ l GC [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR Of SOUTH°!o # TOWN OF SOUTHOLD BUILDING DEPT. "oum, 765.1802 INSPEC 1 [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION - [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [` ] CODE VIOLATION [ ] C LKING .tZi l RE on raw I IA WYMk 6MV16 DATE INSPECTORASA to �apF SOUIyo \ � # TOWN OF SOUTHOLD BUILDING DEPT.. `ycnurm e�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST , [ ] RO GH PL13G. [ ] FOUNDATION 2ND = [ ] SULATION/CAULKING [ ] FRAMING [STRAPPING [ FINAL, UQ [ ] FIREPLACE:& CHIMNEY [ ] ' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: T l getivI&L kidA•., I • .. . - 01 15 j vi yo SLVr - Ab rm4 "000n - . _ � . �0� ATE / INSPECTOR So f # TOWN OF-SOUTHOL'D BUILDING-DEPT. `ycou765-1802 INSPECTION ,. [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULA AULKING [ ] FRAMING /STRAPPING [ FINAL ' [ ] FIREPLACE & CHIMNEY [ ]. FIRE SA TY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: = h rwaoot:�&v eka7b Gv/0V _0 Ivi ut.6. dt) getIA-C-1 VI vi ��gYTssvtAl. DATE 17 INSPECTOR of so TOWN OF SOUTHOLD BUILDING-DEPT. cou 765-1802 q4+ INSPECTION ]. FOUNDATION 1ST ROUGH PLBG. FOUNDATION 2ND INSULATIOW.CAULKING FRAMING /STRAPPING FINAL FIREPLACE.& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION- FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) 94LECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: . 'DATE . INSPECTOR SOUTyo6 TOWN OF SOUTHOLD- BUILDING DEPT. 765-1602 INSPECT-ICN [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rNSULATIOW�C G - FRAMING/STRAPPING - [ FINAL Ob Q� [ } FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO ] PRE C/O RE 't, bA S- A�wp : . *00, (A DATE L, INSPECTOR Uf SOUTy� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. r [ ] FOUNDATION 2ND [ -] NSULATION/CAULKING' ' [ ] FRAMING /STRAPPING [ FINAL �I [ ]' FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ](�PRE� C/O REMARKS: AW*4 �65 �S'�✓ lit R DATE 0-0 ola INSPECTOR GreenWo Green orbs Energy Specialist ecialist Inc. a� a® 51 Aveiy Rd, Woodbury NY 11797 ®® To whom it may concern: I, AJ Afkham, a certified IECC/HERS Compliance Specialist, Resnet #2946623 and ICC #9517146, was hired as a third-party verifier to perform a blower door test at the residence 9525 Old Sound Ave, Mattituck NY, for IECC 2018 Code compliance (IECC 18 Env. Leakage). I conduct a Multi-Point Blower Door test, and the Blower Door number is well within the NY IECC 18 Env. Leakage Codes. A hard copy of the test results and a photo of the house during the test are included in this report. Don't hesitate to get in touch with me with any questions. tti 1rt ��S AJ Afl<haihnso, r GreenWorks Energy Specialist, Inc. 516-967-6959 AJ@HERSrating.us Envelope Leakage Test Testing Company: Technician: Name: GreenWorks Energy Specialist Inc. Name: AJ Afkham Address: 51 Avery Rd Credentials: RESNET Certificate#2946623 Woodbury , NY 11797 Email: AJ@HERSrating.us Phone: 516-967-6959 HERSrating.us Building Information: Customer Information: Project ID: 9525 Old Sound Ave Name: Address: 9525 Old sound Ave Address: 9525 Old sound Ave Mattituck, NY 11952 Mattituck, NY 11952 Geo-Tag Data: Latitude: 40.987813 Longitude: -72.547051 Timestamp: 2022-03-21 1 39 Measured Leakage: (3.00 .96 ACH50 Leakage Target: ACH50 Compliance with Leakage Targe : Pass Test ID: Envelope Infiltra °fin Test Purpose of Test: NY IECC 18 Env. Lea age Measured CFM50: 389.5 (+/- 1.0%) Effective Leakage Area: 24.8 in' Building Volume: 11,907.0 ft3 Enclosure Surface Area: 0.0 ft' Coefficient(C): 38.5 (+/-8.0%) Exponent(n): 0.592 (+/-0.022) Correlation Coefficient: 0.99931 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 69 °F Post Indoor Temp: 69 °F Pre Outdoor Temp: 47 °F Post Outdoor Temp: 47 °F Altitude: 31.0 ft Time Average Period: 30 seconds Test Date and Time: 2022-03-21 11:08:28 500 400- Depressurize m 200- ( t t 3 I 100 90 80 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa). Bldg_(Pa). Adj Bldg Fan (Pa). Flow Mrn) Config Baseline -1.1 -60.0 -59.8 -59.2 -56.4 447.1 Ring B -54.0 -54.1 -53.4 -49.2 418.1 Ring B -48.0 -48.1 -47.5 -42.7 389.9 Ring B -42.0 -42.3 -41.6 -36.7 361.3 Ring B -36.0 -37.9 -37.3 -31.3 334.3 Ring B -30.0 -32.6 -31.9 -25.9 304.3 Ring B -24.0 -23.5 -22.9 -122.9 252.4 Ring C -18.0 -21.8 -21.1 -115.5 244.5 Ring C Baseline -0.2 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial#: 3578 Calibration Date: 2021-03-02 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.8.0 (210), ©2021 The Energy Conservatory, Inc. Page 2 of 2 F=1 ARCHITECTURAL DESIGNS August 2, 2018 Southold Town Hall Annex Attention: Amanda Nunemaker0 54375 Rte 25 Southold, NY 11971 AUG J Tel: 631.765.1802 3 �O18 Re: Mary E. Kennedy T� • 9525 Sound Ave Mattituck,NY 11952 LETTER OF TRANSMITTAL WE ARE SENDING YOU: ®Attached ® Under separate cover via FedEx the following items: ❑ Shop Drawings ® Prints ® Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Other: Item#...._........._Q ...........s:.......--._Date........._.....i....._........_..............................- __._....._.............._ Description_-.,.................................... -_ _ __.... _......::......_...... _...._:_.....::;:_ 1 4sets 08/02/18 ( Complete set of revised plans _........._........_..............._...._-._...... i---......._..._..__...- ...------ --.._.._....._ - ___...-........................._...............__................_............................................................_..............................................................._.... i � I -._.........._-_._.__._____.. _..---.----._.-_._�_ THESE ARE TRANSMITTED as checked below: ® For Approval ❑ Approved As Submitted ❑ Resubmit_Copies for Approval ® For Your Use ❑ Approved as Noted ❑ Submit—Copies for Distribution ® As Requested ❑ Revise and Resubmit ❑ Return_Corrected Prints ❑ For Review and Comment ❑ Rejected ❑ For: Comments: Enclosed please find complete sets of plans incorporating the breezeway connecting the house and the garage. Contact our office should you have any questions or require additional information. Thank you, Copy to: From: Cindy 117gra5elino Project Manager 4250 Veterans Highway,Ste 2040W . Holbrook, NY 11741 9 631.319.1047 tele • 631.319.1049 fax • erikb@eabarchitecture.com " 'f & ` CJS 8 U� � Prepared gar K>~rt► r by AMMUM = a, ;ncop– 't t t t Qovu spec catr'ons exxes, only&-– 1-0 - W�,w �`MWSraxY&eta s `trai�ht 'avec" OOM!, 1x1 1 stumt t0 be'strazgbt eaVeS lean tL12T1adel unit will have integral double dxazzcage_syt claanel,tizzy ze', tsle t Iazzug bats to,be extruded s3i%ttui2tzty'fat beafzty aztd s �sigtb I thertnall }'dtU77lIE1Utll tf3 be p. Tiro n to'D1y4c , cad ftmrlsfe y' r L +�,a R {'t t CFd:{ } k4LWgiy���pS�F�-yKa�SM1fl <�:S�Ly[L./.n t�a/{y�pippv p3 Yy4 Q(-b)frQly43g1S,'Yry"#J/iyJy.G(6yi}.0.yp�yy.yp' /�}q/}y }.gyp .' Nt a ~'' only]IlariIIeC2.df:S"al2lleSV Steel 1tV14L..4�Y tV'llli+l LLL 1i13 ..LL31L.JSQ.1L1,�21.R�. 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"� �: .A _�...... .9;, .._. .e. rrv""��^?"„ti--^'-•s,.-r. ,a,�'a a- �, ^+�'R, .„+�a-.+R�'�. prepared for Mary KennedyY fiy TOM 09ERNE j Destgn't;onsullwt Nigh Visible Transmittance R4.0/UO.25 center of glass insulation value Stainless steel continuous bent spacers !r-luldty upoly-sobutylene and silicone seals tempered insulated safety glass Protective Glass Masking '` jVC i , „�...Oa xe,.s. . .��:. _ _may^r`. _...v�•c;- �4,�= f. a c. ._ ,a c-< c.�:a+=x.r ..4_� $:a - _ __-- _- a _ . 1 5005 Veteran's Memorial tiwy,,Holbrook, NY 117 Original 41 Tel(631)555-1294' Cell 63',1-478-8045 P'�ge,3of�6' lnffiats � . .`�' , �. 230 Gla�s,�traigh��!�L� amrMWO"Is ME CSI: 06 12 00wXGUEWEU PRODUCT: Structural Insulated Panels (SIPS) all / i 1, 1 1 DIVISION: Wood, Plastic, and Composites 1n5peeAl0 1 C� -SECTION: Structural Panels R� NOV 6 2020 PryC�rya, Report Holder 4. DESCRIPTION Structural Insulated Panel Association (SIPA) 4.1 General. Structural Insula-t'dT;Paf"iels�afe LCfactory- P.O. Box 39848 assembled, engineered-wood�faaced,c trupto.f l��`iDSulEtted Fort Lauderdale, FL 33339 panels(SIPS)with an expanded polystyrene(EPS)foam core. The product is intended for use as load-bearing or non-load- bearing wall and roof panels. Structural Insulated Panels are Additional Listee(s) available in 4-5/8-in. through 15-in. overall thicknesses and are custom-made to the specifications for each use. The Foard Panel, Inc. (NTA Plant#634) maximum product size is 8-ft wide and up to 24-ft in length. 63 Stow'Drive - West Chesterfield, NH 03466 4.2 Materials. 4.2.1 Facing. The facing consists of two single-ply oriented strand board (OSB) facings a minimum of 7/16-in.. 1. SUBJECT 1.1 Structural Insulated Panels.Wall and Roof Panels 8- thick conforming to the properties shown in Table 3. Additionally, facing materials shall conform to DOC PS 2, ft to 24-ft long,4-5/8-in.to 15-in.thick. Exposure 1, Rated Sheathing with a span index of 24/16. 2. SCOPE Panels may be manufactured with the facing strength axis oriented in either direction with respect to the direction of NTA, Inc. has evaluated the above product(s)for compliance product bending provided the appropriate design values are with the applicable sections of the following codes: used.(IM 014 ACU4) 2.1 2012,2015 International Building Code(IBC) 2.2 2012,2015 International Residential Code(IRC) 4.2.2 Core. The core material is EPS foam plastic insulation conforming to ASTM C578,Type 1.The foam core, NTA, Inc. has evaluated the above product(s) in accordance Lip to 4-in.thickness,has a flame spread rating not exceeding with; 75 and a smoke-developed rating not exceeding 450 when 2.3 NTA IM 014 Structural Insulated Panel Evaluation tested in accordance with ASTM E84.Cores used in structural 2.4 NTA IM36 Quality System Requirements insulated panels up to 15-in thick, comply with IBC Section 2603.3 Exception 4. NTA, Inc. has evaluated the following properties of the above product(s): 4.2.3 Adhesive. Facing materials are adhered to the core 2.5 Structural performance under axial, transverse and in- material using a thin-film adhesive. The adhesive is applied plane shear loads during the lamination process in accordance with.the in-plant To obtain the most current NTA NER Report, visit quality system documentation. www.ntainc.com/report. 4.2.4 Material Sources. The facing, core and adhesive used in the construction of Structural Insulated Panels must 3. USES be materials from approved sources as identified in the in- 3.1 General. Structural Insulated Panels are used as plant quality system documentation. A list of material structural insulated roof and wall panels capable of resisting suppliers is provided in Table 17. transverse, axial and in-plart shear loads. 4.2.5 Splines. Structural Insulated Panels are 3.2 Construction Types. Structural Insulated Panels shall interconnected with surface splines, block splines, or I-joists be considered combustible building elements when (Figure 1). Connections using dimensional lumber splines or determining the Type of Construction in accordance with IBC engineered structural splines not specifically addressed in this Chapter 6.(IM 014 NACU1) report must be designed in accordance with accepted engineering practice to meet applicable code requirements. 3.3 Fire Resistive Assemblies. Structural Insulated Panels (IM 014 ACU 20) shall not be used as part of a fire-rated assembly unless suitable evidence and details are submitted and approved by the authority having jurisdiction. (IM 014ACU14) This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible forlabeling.Product not labeled as specified herein'is not covered by this report.NTA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this report please contact NTA at 1-833-NER-HELP(633-637-4357). NTA,'INC.®305 NORTH OAKLAND AVE o PO BOX 490 a NAPPANEE,INDIANA 46550 PHONE:574.773.7975 WWW.NTAINC.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19 p MEMBER Page 1 of 16 ®®® tr` f^ 4.2.5.1 Surface Splines. Surface splines(Figure 1) consist accordance with accepted engineering practice shall be of 3-in.wide by 7/16-in. thick or thicker OSB. At each panel provided to meet applicable code requirements. joint,one surface spline is inserted into each of two tight-fitting slots in the core.The slots in the core are located just inside 5.5 Concentrated Loads.Axial loads shall be applied to the the facing. product through continuous members such as structural insulated roof or floor panels or repetitive members such as 4.2.5.2 Block Splines. Block splines (Figure 1) are joists, trusses or rafters spaced at regular intervals of 24-in. manufactured in the same manner as the SIP except with an on center or less. Such members shall be fastened to a rim overall thickness that is 1-in.less than the overall thickness of board or similar member to distribute the load to the product. the panels to be joined. For other loading conditions,reinforcement shall be provided. This reinforcement shall be designed in accordance with 4.2.5.3 I-Joist ,Splines. Structural capacities for accepted engineering practice.(IM014ACU12) prefabricated wood I-joists splines (Figure 1) shall be established and monitored in accordance with ASTM D5055 5.6 Eccentric and Side Loads.Axial loads shall be applied with properties'equal to or greater than those shown in Table concentrically to the top of the product. Loads shall not be 4. The overall depth of the joist is 1-in. less than the overall applied eccentrically or through framing attached to one side thickness of the panels to be joined. of the panel(such as balloon framing)except where additional engineering documentation is provided.(IM014ACU13) 5. DESIGN 5.1 Overall Structural System. The scope of this report is 5.7 Openings. Openings in panels are permitted when the limited to the evaluation of the SIP component. Panel header depth is at least 12-in.,and the interior of the opening connections and other details related to incorporation of the is reinforced with minimum 0.42 SG lumber graded#2 around product into the overall structural system of a building are the perimeter, secured in place with not less than 0.131-in.x beyond the scope of this report. (IM 014 NACU3) 2-1/2-in. nails, spaced 6-in. on center. The panels are not used to resist in-plane shear loads. SIP splines are not 5.2 Design Approval. Where required by ,the authority permitted within 6-in. of the end of the header and are not having jurisdiction, structures using Structural Insulated permitted within the header. Allowable loads for maximum Panels shall be designed by a registered design professional. header spans of 36-in. may be selected from Tables 10 and Construction documents, including engineering calculations 12.Allowable loads for maximum header spans of 72-in. may and drawings providing floor plans, window details, door be selected from Tables 11 and 13. Openings in panels details and connector details, shall be submitted to the code beyond the scope of this report shall be reinforced with wood official when application is made for a permit. The individual or steel designed in accordance with accepted engineering preparing such documents shall possess the necessary practice to resist all loads applied to the opening as required qualifications as required by the applicable code and the by the adopted code. Details for door and window openings professional registration laws of the state where the shall be provided to clarify the manner of supporting axial, construction is undertaken. Approved construction transverse and/or,in-plane shear loads at openings. Such documents shall be available at all times on the jobsite during details shall be subject to approval by the local authority installation.(IM 014 NACU4) having jurisdiction. IN 014 Acus) 5.3 Design Loads. Design loads to be resisted by the 5.8 In-Plane Shear Design. Shear walls utilizing block or product shall be as required under the applicable code. Loads surface splines shall be sized to resist all code required wind on the panels shall not exceed the loads noted in this report. and seismic loads without exceeding the allowable loads Where loading conditions result in superimposed stresses, provided herein. Shear wall chords, hold-downs and the sum of the ratio of actual loads over allowable loads shall connections to transfer shear forces between the wall and not exceed one. Calculations demonstrating that the loads surrounding structure shall be designed in accordance with applied are less than the allowable loads described in this accepted engineering practice. (IM 014 ACU17) Allowable report shall be submitted to the code official for approval. 0m strengths for SIP shear walls with structural splines along 014 NACU5) each panel edge shall be designed in accordance with accepted engineering practice and are subject to the 5.4 Allowable Loads. Allowable axial, transverse and in- limitations for wood sheathed shear walls. plane shear loads may be calculated using the panel properties provided in Tables 1, 2 and 4 or selected from 5.8.1 Seismic Design Categories A, B, and C. Use of Tables 5 through 15. For loading conditions not specifically the shear wall configurations in Table 14 is limited ,to addressed herein, structural members designed in structures in Seismic Design Categories A, B and C. Where SIPs are used to resist seismic forces the following factors This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible for labeling.Product not labeled as specified herein is not covered by this report.NTA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this report,please contact NTA at 1-833-NER-HELP(833-637-4357). NTA,INC.a 305 NORTH OAKLAND AVE o PO BOX 490 a NAPPANEE,INDIANA 46550 PHONE:574.773.7975 VVWW.NTAINC.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19 ►®� Page 2of16 au (�EI�BER y` yy shall be used for design: Response Modification Coefficient, 6.2 Splines. Structural Insulated Panels are interconnected R = 2.0; System Overstrength Factor, Qo = 2.5; Deflection at the panel edges through the use of a spline.The spline type Amplification Factor,Cd=2.0.(IM 014ACU16)-rho maximum panel may be of any configuration listed in Section 4.2.5 as required height-to-width ratio shall be 2:1. (IM 014 ACU17) by the specific design. The spline shall be secured in place with not less than 0.131-in. x 2-1/2-in. nails, spaced 6-in. on 5.8.2 Seismic Design Categories D,E,and F.Use of the center on both sides of the panel, or an approved equivalent shear wall configurations in Table 15 are permitted in Seismic - fastener.All joints shall be sealed in accordance with the SIP Design Categories D, E and F. Such walls shall be designed manufacturer's installation instructions. Alternate spline using the seismic design coefficients and limitations provided connections may be required for panels subjected to in-plane in ASCE 7-10 for light-framed walls sheathed with wood shear forces. Such panels shall be interconnected exactly as structural panels rated for shear resistance (SFRS A13) and required in Tables 14 through 16 or as directed by the the following factors for design: Response Modification designer. Coefficient, R= 6.5; System Overstrength Factor, Do = 3.0; Deflection Amplification Factor, Cd = 4.0. (IM 014 ACU16) The 6.3 Plates.The top and bottom plates of the panels shall be maximum panel height-to-width ratio shall be 1:1. (IM014ACU17) dimensional or engineered lumber sized to match the core thickness of the panel.The plates shall be secured using not 6.8.3 Adhesives and Sealants. Adhesives and sealants less than 0.131-in.x2-1/2-in. nails,spaced 6-in.on center on shall not be applied at wood-to-wood or spline-to-facing both sides of the panel,or an approved equivalent fastener.A interfaces in shear walls in Seismic Design Categories D, E second top plate of 1-1/8-in. minimum thickness dimensional and F. (IM 014 NACU10) Adhesives and sealants may be applied or engineered lumber with a specific gravity of 0.42 that is cut to wood-to-foam or facing-to-foam interfaces. Flexible SIP to the full thickness of the panel shall be secured to the first tape may be applied over panel joints. top plate using 0.131-in. x 3-in. nails or an approved equivalent fastener. 5.9 Horizontal Diaphragms. Horizontal diaphragms shall be sized to resist all code required wind and seismic loads 6.4 Cutting and Notching. No field cutting or routing of the without exceeding the allowable loads provided herein. panels shall be permitted except as shown on approved Diaphragm chords and connections to transfer shear forces construction documents. (IM 014 NACUB) between the diaphragm and surrounding structure shall be designed in accordance with accepted engineering practice. 6.5 Protection from Decay. SIPs that rest on exterior The maximum diaphragm length-to-width ratio shall not foundation walls shall not be located within 8-in. of.exposed exceed 3:1.(IM 114ACU18) earth.SIPs supported by concrete or masonry that is in direct contact with earth shall be protected from the concrete or 6.10 Combined Loads.Panels subjected to any combination masonry by a moisture barrier..(IM 014 ACU6) of transverse,axial or in-plane shear loads shall be analyzed utilizing a straight line interaction in accordance with 6.6 Protection from Termites. In areas subject to damage Structural Insulated Panel (SIP) Engineering Design Guide from termites,SIPs shall be protected from termites using an (SIP-EDG01-19). approved method. Panels shall not be installed below grade or in contact with earth. (IM 014 ACu7)(IM 014 ACU22) 6.11 Panel Reinforcements. Allowable transverse loads for panels reinforced with I-joists meeting the minimum properties. 6.7 Heat-Producing Fixtures. Heat-producing fixtures shall shown in Table 4 are presented in Table 8. Panels reinforced not be installed in the panels unless protected by a method with I-joists have not been evaluated for use in wall approved by the code official or documented in test reports. applications. Panels reinforced with I-joist splines may be This limitation shall not be interpreted to prohibit heat- designed in accordance with Structural Insulated Panel(SIP) producing elements with suitable protection.(IM 014 NAcu9) Engineering Design Guide(SIP-EDG01-19). 6.8 Plumbing Installation Restrictions. Plumbing and 6. INSTALLATION waste lines may extend at right angles through the wall panels 6.1 General. Structural Insulated Panels shall be fabricated, but are not permitted vertically within the core. Lines.shall not identified and erected in accordance with this report, the interrupt splines or panel plates unless approved by a approved construction documents and the applicable codes. registered design professional. In the event of a conflict between the manufacturer's published installation instructions and this report, this report shall govern. Approved construction documents shall be available at all times on the jobsite during installation. (IM 014 NACU7) This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible for labeling.Product not labeled as specified herein is not covered by this report.NTA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this report please contact NTA at 1-833-NER-HELP(833-637-4357). NTA,INC.0 305 NORTH OAKLAND AVE a PO BOX 490 o NAPPANEE,INDIANA 46550 PHONE:574.773.7975 WWW.NTAINC.COM FAX:557�4.7p7�3.2260 NER-1038 Certification Report 2019-07-19 ®g IVIEIYIBER Page 3 of 16 ®e® •. ., a F� � • °'0 0 II D 8 •�' " � � �4°� rs�-'z j N ]"w5 ry4 y A. ' u flfl 6.9 Voids and Holes 7.2 This report applies only to the panel thicknesses 6.9.1 Voids in Core. In lieu of openings designed in specifically listed herein.(IM 014ACu3) accordance with section 5.7,the following voids are permitted. Voids may be provided in the panel core during fabrication at 7.3 In-use panel heights/spans shall not exceed the values predetermined locations only.Voids parallel to the panel span listed herein. Extrapolation beyond the values listed herein is. shall be limited to a single 1-in.maximum diameter hole.Such not permitted.(IM 014 Acu2> voids shall be spaced a minimum of 4-ft on center measured perpendicular to the panel span. Two 1/2-in. diameter holes 7.4 The panels are manufactured in the production facilities may be substituted for the single 1-in. hole provided they are listed in this report. (IM 014 NAcus) maintained parallel and within 2-in. of each other. (IM 014Acu11) Voids perpendicular to the panel span shall be limited to a 8. EVIDENCE SUBMITTED single 1-in.maximum diameter hole placed not closer than 16- NTA, Inc. has examined the following evidence to evaluate in. from the support. Additional voids in the same direction this product: shall be spaced not less than 28-in.on center. 8.1 Review of each plant's quality assurance manual and inspection of manufacturer's production facility in accordance 6.9.2 Holes In Panels. Holes may be placed in panels with NTA IM 036 and NTA IM 014. during fabrication at predetermined locations only. Holes shall be limited to 4-in.by 4-in.square.The minimum distance 8.2 Plant certification inspection of each manufacturer's between holes shall not be less than 4-ft on center measured production facilities,test procedures,frequency and quality perpendicular to the panel span and 24-in. on center control sampling methods,test equipment and equipment measured parallel to the panel span. Not more than three calibration procedures,test records,dates and causes of holes shall be permitted in a single line parallel to the panel failures when applicable in accordance with NTA IM 036. span. The holes may intersect voids permitted elsewhere in this report.(IM014ACu15) 8.3 Qualification test data in accordance with NTA IM 014 Standard.Evaluation Plan(SEP)01. 6.10 Panel Cladding 6.10.1 Roof Covering. The roof covering, underlayment 8.4 Periodic quality assurance audits of the production and flashing shall comply with the applicable codes. All facilities. roofing materials must be installed in accordance with the manufacturer's installation instructions. The use of roof 8.5 Periodic verification testing in accordance with NTA, Inc. coverings requiring the application of heat during installation NTA IM 014 SEP 01. shall be reviewed and approved by a registered design professional. Evaluation evidence and data are on file with NTA, Inc. NTA, Inc. is accredited by the International Accreditation Service 6.10.2 Exterior Wall Covering. Panels shall be covered on (IAS)as follows: the exterior by a water-resistive barrier as required by the ISO 17020 Inspection Agency(AA-682) applicable code.The water-resistive barrier shall be attached ISO 17025 Testing Laboratory(TL-259) with flashing in such a manner as to provide a continuous ISO 17065 Product Certification Agency(PCA-102) water-resistive barrier behind the exterior wall veneer. (IM 014 The scope of accreditation related to testing, inspection or Acus)The exterior facing of the SIP wall shall be covered with product certification pertain only to the test methods and/or weather protection as required by the adopted building code standard referenced therein. Design parameters and the or other approved materials: (IM 014 ACu10) application of building code requirements, such as special inspection, have not been reviewed by IAS and are not 6.11 Interior Finish. The SIP foam plastic core shall be covered in the accreditation. Product evaluations are separated from the interior.of the building by an approved performed under the direct supervision of Professional thermal barrier of 112-in. gypsum wallboard or equivalent Engineers licensed in all jurisdictions within the United States thermal barrier where required by IBC Section 2603.4. as required by the building code and state engineering board- rules. 7. CONDITIONS OF USE Structural Insulated Panels as described in this report comply with the codes listed in Section 2 above, subject to the following conditions: 7.1 Installation complies with this report and the approved construction documents. This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible for labeling.Product not labeled as specified herein is not covered by this report.NTA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report For more information or questions regarding this report please contact NTA at 1-833-NER-HELP(833-637-4357). NTA,INC.o 305 NORTH OAKLAND AVE o PO BOX 490®NAPPANEE,INDIANA 46550 PHONE:574.773.7975 WWW.NTAINC.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19 ►®� Page 4of16 i MEMBER 9. FINDINGS All products referenced herein are manufactured under an In-plant Quality Assurance program to ensure that the production quality meets or exceeds the requirements of the codes noted herein and the criteria as established by NTA, Inc. Furthermore, product must comply with the conditions of this report. This report is subject to annual review. I C D 10. IDENTIFICATION C Each eligible product shall be permanently marked to provide F RD031609-25 the following information: 10.1 The NTA, Inc.certification mark,shown below. 10.2 NTA's NER No. NER-1038 or FRD031609-25 10.3 The name of the report holder 10.4 Identifier for production facility ON01 �h@ 10.5 Project or batch number, date and shift of manufacture or other means of tracing product to quality documentation N P CERTIFIED NER-1038 0 0 o N 2710 IS This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible forlabeling.Product not labeled as specified herein is not covered by this report.NTA;Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this report.please contact NTA at 1-833-NER-HELP(833-637-4357). NTA,INC.o 305 NORTH OAKLAND AVE a PO BOX 490 a NAPPANEE,INDIANA 46550 PHONE:574.773.7975 WWW.NTAINC.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19 ► Page 5of16 ®®® MEMBER l J=t K 17 low. ale { Table 1: Basic Properties',2 Property Weak-Axis.Bending Strong-Axis Bending Allowable Tensile Stress, Ft(psi) 245 495 Allowable Compressive Stress, Fc(psi) 340 580 Elastic Modulus(Bending), Eb(psi) 738900 658800 Shear Modulus, G(psi) 270 405 Allowable Core Shear Stress, F„(psi) 4.5 5.0 Core Compressive Modulus, Ec(psi) 360 360 Reference Depth, ho(in.) 4.625 4.625 Shear Depth Factor Exponent, m 0.84 0.86 Face Peeling Factor, Cp 0.4 0.4 1 All properties are based on a minimum panel width of 24-in: 2 Refer to Structural Insulated Panel(SIP)Engineering Design Guide(SIP-EDG01-19):for details on engineered design using basic panel properties. Table 2:Section Properties Centroid Shear Moment Section Radius of -to- Panel Core Dead Facing Area, of Modulus, Gyration, Facing Thickness, Thickness, Weight,wd Area,Af A,. Inertia,l S r Dist.,yc h(in.) c(in.) .(psf) (in./ft) (in?/ft) (in./ft) (in.'/ft) (in.) (in.) 4.625 3,75 3.2 10.5 50.3 1 46.0 19.9 2.09 2.31 6.50 5.625 3.3 10.5 72.8 96.5 29.7 3.03 3.25 8.25 7.375 3.5 10.5 93.8 160.2 38.8 3.91 4.13 10.25 9.375 3.6 10.5 117.8 252.7 49.3 -- -- 12.25 11.375 3.8 10.5 141.8 366.3 59.8 -- -- 15 14.125 4.0 10.5 174.8 556.7 74.2 -- -- Table 3: OSB Facing Minimum Pro erties Thickness Flatwise Stiffness Flatwise Strength Tension Density (in.) Ib,-in?/ft Ibrin./ft Ibrlft (pcf) Along Across Along Across Alon Across 7/16 54,700 1 27,100 950 870 6,800 6,500 35 This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible for labeling.Product not labeled as specified herein is not covered by this report.NTA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this report please contact NTA at 1-833-NER-HELP(833-637-4357). NTA,INC.a 305.NORTH OAKLAND AVE®PO BOX 490 o NAPPANEE,INDIANA 46550 PHONE:574.773.7975 WWW.NTAINC.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19 `®� M E M B E R Page 6 of 16 ,.®® er - � S -0• 0 - • - - eJ' '. 7 w Table 4: Minimum I-Joist Properties for Use as Reinforcements',2 Depth Bending Moment Shear Coefficient of Stiffness Capacity Capacity Shear Deflection EI M V " K in. Ib in.z x 108 Ibrft Ib, Ib, x 106 9.25 185 2715 1155 4.81 11.25 296 3410 1405 5.85 14 482 4270 1 1710 7.28 1 Properties are based on certification in accordance with ASTM D5055 or equivalent. 2 Refer to Structural Insulated Panel(SIP)Engineering Design Guide(SIP-EDG01-19)for details on engineered design of reinforced panels using 1-joists and basic panel properties. Surface Spline Block Spline u I-Joist Spline n u f Figure 1:SIP Spline Types This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible forlabeling.Product not labeled as specified herein is not covered by this report.NTA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this report please contact NTA at 1-833-NER-HELP(833-637-4357). NTA,INC..305 NORTH OAKLAND AVE°PO BOX 490°NAPPANEE,INDIANA 46550 PHONE:574.773.7975 WWW.NTAINC.COM FAX:574.773.2260 Page 7of16 MEMBER NER-1038 Certification Report 2019-07-19 ►��► ®�® �x e � e• s o f ' � $ 0 11 111 IF AMR'I rrn�z!11' 4j w R Figure 2:Zero Bearing Support Table 5: Allowable Roof Uniform Transverse Loads s ',4 4-5/8-in.SIP thickness 6-1/2-in.SIP thickness 8-1/4-in.SIP thickness Panel Deflection Limit2Deflection Lim Deflection Limitz Length ft U180 U240 U360 U180 U240 U360 U180 U240 U360 8 WAB3 50 40 27 73 64 43 80 80 58 8 68 51 34 82 82 56 90 90 78 10 45 33 22 63 57 38 68 68 54 12 30 23 15 51 40 27 55 55 39 14 21 16 -- 39 29 19 46 43 29 16 -- -- -- 29 22 14 40 33 22 18 -- -- -- 22 16 -- 34 25 17 20 -- -- -- -- -- -- 26 20 13 22 -- -- -- -- -- ; -- 21 15 -- 24 -- -- -- -- -- -- 17 12 -- See Table 6 fornotes. This NER report is intended to indicate that NTA,Inc.has evaluated the product described,and found it to be eligible for labeling.Product not labeled as specified herein is not covered by this report.NTA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this report please contact NTA at 1-633-NER-HELP(833-637-4357). NTA,INC.°305 NORTH OAKLAND AVE•PO BOX 490°NAPPANEE,INDIANA 46550 PHONE:574.773.7975 WWW.NTAINC.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19 MEMBER Page 8of16 =�® IYIEIVIBER 4 r t'tta4 u; rt rs s t� Table 6: Allowable Roof Uniform Transverse Loads s °•4 10-1/4-in.SIP thickness 12-1/4-in.SIP thickness 15-im SIP thickness Panel Deflection Limit2 Deflection Limitz Deflection Limitz Length ftU180 U240 U360 U180 U240 L/360 L/180 U240 0360 8 WAB3 88 88 75, 93 96 96 108 108 108 8 98 98 98 107 107 107 121 121 121 10 73 73 73 79 79 79 87 87 87 12 59 59 54 63 63 i 63 68 68 68 14 49 49 41 52 52 ' 52 56 56. 56 16 42 42 31 44 44 41 47 47 47 18 37 36 24 39 39 32 41 41 41 20 32 29 19 34 34 26 36 36 36 22 29 23 15 31 3121 33 33 29 24 25 19 12 28 26 1 17 29 29 24 Table values assume a simply supported panel with 1-1/2-in. of continuous bearing on facing at supports (CP= 1.0)with solid wood plates at bearing locations.Values do not include the dead weight of the panel. 2 Deflection limit shall be selected by building designer based on the serviceability requirements of the structure and the requirements of adopted building code.Values are based on loads of short duration only and do not consider the effects of creep. 3 Tabulated values are based on the strong-axis of the facing material oriented parallel to the direction of panel bending.WAB indicates weak-axis bending of the facing material;the strong-axis of the facing material is oriented perpendicular to the direction of panel bending. 4 Permanent loads,such as dead load,shall not exceed 0.50 times the tabulated load. I I i i This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible forlabeling.Product not labeled as specified herein is not covered by this report.NTA,Inc.makes no warranty,either expressed orimplied,regarding the product covered by this report. For more information or questions regarding this report please contact NTA at 1-833-NER-HELP(833-637-4357). NTA,INC.°305 NORTH OAKLAND AVE°PO BOX 490 a NAPPANEE,INDIANA 46550 PHONE:574.773.7975 VAM.NTAINC.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19 !�� pp Page 9of16 a®® MEMBER � ® '�• 0 B ;„ .." ��g rye?^ � �" r � Table 7: Allowable Wall Uniform Transverse Loads s ',4 4-5/8-in.SIP thickness 6-1/2-in.SIP thickness 8-1/4-in.SIP thickness Panel Deflection Limitz Deflection Limitz Deflection Limitz Length ft U180 U240 U360 U180 U240 U360 U180 U240 U360 8 WAB3 22 22 22 24 24 .24 25 25 25 8 25 25 25 27 27 27 28 28 28 10 20 20 20 21 21 21 23 23 23 12 16 16 15 18 18 18 19 19 19 14 14 14 -- 15 15 15 16 16 16 16 -- -- -- 13 13 13 14 14 14 18 -- -- -- 12 12 11 1.2 12 12 20 -- 1 -- I -- -- -- -- 1.1 11 11 Table values represent wall panel capacities(4-5/8-in.,6-1/2-in.and 8-1/4-in.thickness panels only) utilizing a zero bearing configuration(Figure 2). Allowable loads are determined based on Cp reported in Table 1. 2 Deflection limit shall be selected by building designer based on the serviceability requirements of the structure and the requirements of adopted building code.Values are based on loads of short duration only and do not consider the effects of creep. 3 Tabulated values are based on the strong-axis of the facing material oriented parallel to the direction of panel bending.WAB indicates weak-axis bending of the facing material;the strong-axis of the facing material is oriented perpendicular to the direction of panel bending. 4 Permanent loads, such as dead load,shall not exceed 0.50 times the tabulated load. I I, This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible for labeling.Product not labeled as specified herein is not covered by this report.NTA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this report please contact NTA at 1-833-NER-HELP(833-637-4357). NTA,INC,0 305 NORTH OAKLAND AVE o PO BOX 490®NAPPANEE,INDIANA 46550 PHONE:574.773.7975 WWW.NTAINC.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19 ffiffilmmumMEMBER Page 10 of 16 s Table 8:Allowable Uniform Transverse Loads with I-Joist Reinforcements s 1,3,4 10-1/4-in.SIP thickness 12-1/4-in.SIP thickness 15-in.SIP thickness Panel Length Deflection Limitz Deflection LImit2 Deflection Limitz ftU180 1_/240 U360 0180 U240 U360 U180 U240 U360 8 115 115 115 124 124 124 123 123 123 10 92 92 92 99 99 99 98 98 98 12 76 76 76 82 82 82. 82 82 82 14 65 65 65 71 71 71 70 70 70 16 57 57 57 62 62 62 61 61 61 18 51 51 44 55 55 55 54 54 54 20 46 46 33 49 49 48 48 48 48 22 41 38 25 45 45 37 44 44 44 24 36 30 20 41 41 29 41 41 41 Table values are calculated based on the properties provided in Tables 1,2 and 4 using Structural Insulated Panel(SIP)Engineering Design Guide(SIP-EDGO1-19). Values assume a simply supported panel with 1-1/2-in. of continuous bearing on facing at supports.Values do not include the dead weight of the panel. 2 Deflection limit shall be selected by building designer based on the serviceability requirements of the structure and the requirements of adopted building code.Values are based on loads of short duration only and do not consider the effects of creep. 3 Tabulated values are based on the strong-axis of the facing material oriented parallel to the direction of panel bending. 4 Permanent loads, such as dead load,shall not exceed 0.50 times the tabulated load. Table 9: Allowable Axial Loads I 1.2,3,4 Lateral Brace Spacing Panel Thickness (ft) 4-5/8-in. 6-1/2-in. 8-1/4-in. 8 WAB5 2320 2470 2530 8 3630 4070 4240 10 3260 3890 4130 12 2810 3660 4000 14 -- 3390 3830 16 -- 3090 3640 18 -- 2790 3430 20 -- -- 3190 1 Permanent loads,such as dead load,shall not exceed 0.50 times the tabulated load. 2All values are for normal duration and may not be increased for other durations. 3Axial loads shall be applied concentrically to the top of the panel through repetitive members spaced not more than 24-in.on center. Such members shall be fastened to a rim'board or similar member to distribute along the top of the SIP. 4 The ends of both facings must bear on the supporting foundation or structure to achieve the tabulated axial loads. 5 Tabulated values are based on the strong-axis of the facing material oriented parallel to the direction of panel bending.WAB indicates weak-axis bending of the facing material;the strong-axis of the facing material is oriented perpendicular to the direction of panel bending. This NER reportis intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible forlabeling.Product not labeled as specified herein is not covered by this report.NTA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this reportplease contact NTA at 1-633-NER-HELP(833-637-4357). NTA,INC.c 305 NORTH OAKLAND AVE 0 PO BOX 490 o NAPPANEE,INDIANA 46550 PHONE:574.773.7975 VVINW.NTAINC.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19p� Page 11 of 16 :_� IVIEI�BER. 5 } . 0• 1 a � Table 10: Allowable Uniform Transverse Loads for SIPs with Openings,.36-in.maximums an s +.ass 4-5/8-in.SIP thickness 6-112-in.SIP thickness 8-1/4-in.SIP thickness Panel Length Deflection Limit2 Deflection Limit2 Deflection Limit2 ft U180 U240 U360 U180 U240 U360 U180 U240 U360 8 WA133 23 17 11 42 31 21 62 47 31 8 31 23 15 57 43 28 75 65 43 10 17 13 8 33 25 16 48 39 26 12 10 8 5 21 16 10 33 25 16 14 7 5 -- 14 10 7 22 16 11 16 -- -- -- 9 7 -- 15 11 7 18 -- -- -- 7 5 -- 11 8 5 20 -- -- -- -- -- -- 8 6 -- See Table 11 for notes. Table 11: Allowable Uniform Transverse Loads for SIPs with Openings,72-in.maximums an s 1.4,5,6 4-5/8-in.SIP thickness 6-1/2-in.SIP thickness 8-1/4-in.SIP thickness Panel Length Deflection Limit2 Deflection Limit2 Deflection Limit2 UP U180 U240 U360 U180 0240 U360 U180 U240 U360 8 WAB3 16 12 8 29 23 15 39 36 24 8 23 17 11 37 33 22 49 49 34 10 12 9 6 24 19 12 31 29 19 12 7 5 -- 15 11 7 21 18 12 14 5 -- -- 10 7 5 16 12 8 16 -- -- -- 7 5 -- 11 8 5 18 -- -- -- 5 -- -- 8 6 -- 20 j -- -- -- j -- -- -- j 6 -- -- I Table values represent wall panel capacities utilizing a zero bearing configuration(Figure 2). Construction shall be as described in Section 5.7 of this report. 2 Deflection limit shall be selected by building designer based on the serviceability requirements of the structure and the requirements of adopted building code.Values are based on loads of short duration only. and do not consider the effects of creep. 3 Tabulated values are based.on the strong-axis of the facing material oriented parallel to the direction of panel bending.WAB indicates weak-axis bending of the facing material;the strong-axis of the-facing material is oriented perpendicular to the direction of panel bending. 4 Permanent loads,such as dead load, shall not exceed 0.50 times the tabulated load. 5 Tabulated values assume header depths ranging from 12-in.to 36-in. 6 SIP splines are not permitted within 6-in. of the end of the header and are not permitted within the header. This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible for labeling.Product not labeled as specified herein is not covered by this report.N TA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this report please contact NTA at 1-833-NER-HELP(833-637-4357). NTA,INC.a 305 NORTH OAKLAND AVE®PO BOX 490 o NAPPANEE,INDIANA 46550 PHONE:574.773.7975 1NIM .NTAINC.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19 ►�® Page 12 of 16 ®®® MEMBER a Table 12: Allowable Axial Loads for SIPS with Openings, 36-in. maximums an I 1,2,3,4,6,7 Lateral Brace Spacing Panel Thickness (ft) 4-5/8-in. 6-1/2-In. 8-1/4-in. 8 WAB5 770 820 840 8 1210 1355 1410 10 1085 1295 1375 12 935 1220 1330 14 -- 1130 1275 16 -- 1030 1210 18 -- 930 1140 20 -- -- 1060 See Table 13 for notes. Table 13: Allowable Axial Loads for Sips with Openings,72-in.maximums an I 1,2,3,4,6,7 Lateral Brace Spacing Panel Thickness (ft) 4-5/8-in. 6-1/2-in. 8-1/4-in. 8 WAB5 460 490 505 8 725 810 845 10 650 775 825 12 560 730 800 14 -- 675 765 16 -- 615 725 18 -- 555 685 20 -- -- 635 Permanent loads, such as dead load,shall not exceed 0.50 times the tabulated load. 2 All values are for normal duration and may not be increased for other durations. 3 Axial loads shall be applied concentrically to the top of the panel through repetitive members spaced not more than 24-in.on center. Such members shall be fastened to a rim board or similar member to distribute along the top of the SIP. 4The ends of both facings must bear on the supporting foundation or structure to achieve the tabulated axial loads. 5 Tabulated values are based on the strong-axis of the facing material oriented parallel to the direction of panel bending.WAB indicates weak-axis bending of the facing material;the strong-axis of the facing material is oriented perpendicular to the direction of panel bending. 6 Tabulated values assume header depths ranging from 12-in.to 36-in. 7 SIP splines are not permitted within 6-in.of the end of the header and are not permitted within the header. This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible for labeling.Product not labeled as specified herein is not covered by this report.NTA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this report please contact NTA at 1-833-NER-HELP(833-637-4357). NTA,INC.o 305 NORTH OAKLAND AVE a PO BOX 490 a NAPPANEE,INDIANA 46550 PHONE:574.773.7975 WWW.NTAINC.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19 2 Page 13 of 16 ®�® MEMBER � Yh l� ?' 7 1F � Table 14: Allowable In-Plane Shear Strength(Pounds per Foot) for SIP Shear Walls Ind and Seismic Loads in Seismic Design Categories A.-B and C 1,3 Minimum Minimum Facin Connections3,5 Nominal SIP Shear Spline Thickness. Strength Type4 in. Chorda Plate3 S line° 0.131-in.x 2-1/2-in. 0.131-in.x 2-1/2-in. 0.131-in.x 2-1/2-in. Block or 4-5/8 nails,6-in.on nails,6-in.on nails,6-in.on 380 Surface center center center Spline 0.131-in.x 2-1/2-in. 0.131-in.x 2-1/2-in. 0.131-in.x 2-1/2-in. 8-1/4 nails,6-in.on nails,6-in.on nails, 6-in.on 400 center center center See Table 15 for notes. Table 15: Allowable Inn-Plane Shear Strength(Pounds per Foot) for SIP Shear Walls Ind and Seismic Loads in Seismic Design Categories D E and F 2.3 Minimum Minimum Facing Connections3,5 Nominal SIP Shear Spline Thickness Strength Type4 in. Chorda Plate3 Spline 4 0.131-in.x2-1/2-in.2-1/2-in. 0.131-in.x 2-1/2-in. 0.131-in.x 2-1/2-in. Block or nails, 3-in.on nails,3-in. on nails,3-in. on Surface 6-1/2 center(23/32-in. 900 Spline center, 3/8-in.edge center,3/8-in.edge thick,3-in.wide distance distance spline) Maximum shL -Lear wall dimensions ratio shall not exceed 2:1 (height:width)for resisting wind or seismic loads. 2 Maximum shear wall dimension ratio shall not exceed 1:1 (height:width)for resisting wind or seismic loads. 3 Chords,hold downs and connections to other structural elements must be designed by a registered design professional in accordance with accepted engineering practice. 4 Spline type at interior panel-to-panel joints only. Solid chord members are required at each end of each shear wall segment. 5 Required connections must be made on each side of the panel. Dimensional or engineered lumber shall have an equivalent specific gravity of 0.42 or greater. This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible for labeling.Product not labeled as specified herein is not covered by this report.NTA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this report please contact NTA at 1-833-NER-HELP(833-6374357). NTA,INC.®305 NORTH OAKLAND AVE a PO BOX 490 a NAPPANEE,INDIANA 46550 PHONE:574.773.7975 WWW.NTAINC.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19 Page 14 of 16 ®® MEMBER i n t i Table 1'6:Allowable In-Plane Shear Strength(Pounds per Foot) for Horizontal Diaphragms Subjected to Wind or Seismic Loadin Minimum Nominal Minimum Connections SIP Boundary Interior Shear Max.. Thickness Surface Spline' Support Element Support Spline2,3 Strength Aspect in. (Figure 3b (Figure 3c (Figure 3a I Ratio 10-in.length,0.190- 0.131-in.x 2-1/2-in. in.shank diameter, nails,6-in.on center 0.255-in.thread o.d., 0.131-in.x 2-1/2-in. 2.750-in.thread nails,6-in.on center 265 3:1 7/16-in.x 3-in. length,0.625-in.head OSB Surface Spline diameter SIP screw, 6-in.on center 10-in.length,0.190- 0.131-in.x 2-1/2-in. in.shank diameter, nails,4-in.on center 0.255-in.thread o.d., 0.131-in.x 2-1/2-in. 8-1/4 2.750-in.thread nails,4-in.on center 330 3:1 7/16-in.x 3-in. length,0.625-in.head OSB Surface Spline diameter SIP screw, 4-in.on center 0.131-in.x2-1/2-in. 10-in.length,0.190- nails,2-in.on center, in.shank diameter, 0.131-in.x 2-1/2-in. two rows staggered 0.255-in.thread o.d., nails,2-in.on center, 3/8-in. 2.750-in.thread two rows staggered 575 3:1 length,0.625-in.head 3/8-in. 7/16-in.x 3-in. diameter SIP screw, OSB Surface Spline I 3-in.on center 'Surface or block spline only at interior panel-to-panel joints. Specified fasteners are required on both sides of panel joint through the top surface only, as shown in Figure 3b. 21nterior support spline shall be solid lumber 1-1/2-in.wide minimum and have a specific gravity of 0.42 or greater.Specified fasteners are required through both facings as shown in Figure 3c. 3Attachment of panels to interior supports is the responsibility of the designer and are not included with the shear strength capacities in this table. Boundary Spline Attachment. (per table) Spline Attachment Spline Attachment i Support Element Attachment (per table) /Surface Spline(top only) (per table) Surface Spline(top only) j /Z(per table) i s ----�`'` Support Element Support Element Figure 3a: Interior Support Figure 3b: Surface Spline Figure 3c: Boundary Support Spline Element This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible for labeling.Product not labeled as specified herein is not covered by this report.NTA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this report please contact NTA at 1-833-NER-HELP(833-6374357). NTA,INC.•305 NORTH OAKLAND AVE•PO BOX 490®NAPPANEE,INDIANA 46550 PHONE:574.773.7975 WWW.NTAING.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19 1® Page 15 of 16 \v® MEMBER .moo r a -•• 0 • — `' Table 17: Component Material Sources Facing Core Adhesive Louisiana-Pacific Corporation Sagola,MI ACH Corporation Ashland Distributed by: Plant U-37:Fond du Lac,WI 5200 Blazer Parkway Viking Forest Products,LLC Dublin,OH 43017 7615 Smetana Lane Eden Prairie,MN 55344 Norbord,Inc. Atlas EPS, DuPont Specialty Products 1 Toronto Street,Suite 600 A Division of Atlas Roofing Corporation 200 Larkin Center Toronto ON,Canada M5C 2W4 8240 Byron Center Road SW 1501 Larkin Center Drive Byron Center,MI 49315 Midland,MI 48674 Tolko Industries,Ltd. Benchmark Foam,Inc. 3203 301"Avenue 401 Pheasant Ridge Drive Vernon BC,Canada VI 6M1 Watertown,SD 57201 Carpenter Foam 1021 E Springfield,Road High Point, NC 27263 Creative Packaging Company 6301 Midland Industrial Drive Shelbyville,KY 40065 Insulfoam,a Carlisle Company 1507 Sunburst Lane Mead,NE 68041 (1-41) Iowa EPS Products,Inc. 5554 N.E.161"Street Des Moines, IA 50313 OPCO, Inc. P.O.Box 101. Latrobe,PA 15650 Plymouth Foam 1 Southern Gateway Drive Gnadenhutten,OH 44629 Polar Industries, Inc. 32 Gramar Avenue Prospect,CT 06712 Powerfoam Insulation Division of Metl-Span LTD. 550 Murray Street,Highway 287 Midlothian,TX 76065 Thermal Foams,Inc. 2101 Kenmore Avenue Buffalo,NY 14207 This NER report is intended to indicate that NTA,Inc.has evaluated the product described and found it to be eligible for labeling.Product not labeled as specified herein is not covered by this report.NTA,Inc.makes no warranty,either expressed or implied,regarding the product covered by this report. For more information or questions regarding this report please contact NTA at 1-633-NER-HELP(833-637-4357). NTA,INC.•305 NORTH OAKLAND AVE o PO BOX 490°NAPPANEE,INDIANA 46550 PHONE:574.773.7975 WWW.NTAINC.COM FAX:574.773.2260 NER-1038 Certification Report 2019-07-19 ►�� Page 16 of 16 ®® MEMBER FOUNDATION(IST) �Wflff(117;afl — M'WAV WWI1 PLUMBINGROUG AMING& s 5-111 OF r ,� YAA iG'7 INIT.INIT"T ' 1•� I:I• �l► i A Gil7oIoff� WTI PAIR 29 Ais 1 �� r r ' I .�. ■%.Ll _ mine • I 1 . . Arl �lmffmu ' f. IT'iM����_ � �' { \ lR TOWN OF SOUTH ' BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPAIRI.1V1ENT Do you have or need the following,before applying? TOWN H,ALL Board of Health SOUTHOLD,NY.11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 . Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined � � 20 Single&Separate D [ECIEUVE D Truss Identification Form Storm-Water Assessment Form JUN 2 2 2018 Contact: t� Q Approved 9.\ 20L mail .- E r 1 r\ U ao t Disapproved a/c BUILDING D PT. TOWN OFPhone: Ce 3`. '519, to :��4� Expiration 20 2 BuilMgMuspector APPLICATION FOR BUILDING PERMIT Date ,U n e- Z , 2018 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signatur t or name,if a corporation) 4250 Veterans Memorial Highway,Ste 204OW Holbrook NY 11741 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ARCHITECT Name of owner of premises Mary E.Kennedy (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Erik A.Bjomeby,RA-President (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9525 Sound Avenue Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 122 Block 01 Lot 2.3 Subdivision Filed Map No. Lot a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy vacant property b. Intended use and occupancy single family dwelling 3. Nature of work(check which applicable):New Building x Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 250,000.00 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front na Rear na Depth na Height na Number of Stories na Dimensions of same structure with alterations or additions:, Front na Rear na Depth na Height na Number of Stories na 8. Dimensions of entire new construction: Front see survey Rear Depth Height 17.3' Number of Stories 1 9. Size of lot: Front 200' Rear 200' Depth 200' 9/2/2016 Paul&Maureen Grippe 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO x 13.Will lot be re-graded?YES x NO Will excess fill be removed from premises?YES NO X 9525 Old Sound Avenue Mattituck NY 11952 14.Names of Owner of premises Mary E.Kennedy Address Pho7n4e No.631.779.3444 veterans 1`161=00K 11 Name of Architect Erik A.Bjomeby Address one No 631.319.1047 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN.TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YES,D.E.C.PERMITS MAY BE REQUIRED. , 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Erik A.Bjomeby being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of.J 1y12, 20_LL_ r".i �"c VM- Cynthia L Ingraselino ublic State of New York r1K Notary Pdblic Qualified in Suffolk County Sign ap,rcan No.01IN6331886 my Commission Expires 10/19/2019 Scott A. Mussell , �°tUFFQ S]F0]KMWA�T1E1K SUPERVISORMA NN A(G11E1\ IEN T SOUTHOLD TOWN HALL-P.O:Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold AN 2 6 2018 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY ®1F THE E 1FOILlLCuVnNG: Yes No. (CHECK ALL THAT APPLY) 0❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation On slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. x❑❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S,C.T.Ni. 1000 Date: District NAME: Erik A.Bjorn by 122 01 2.3 4/16/18 (Pr Section Block :Lot s`5 " ****FOR BUILDIN EPARTMENT USE ONLY**** Contact-lnf ormaf ion: 631.319. 7 Releptiom Numbed Reviewed'By: // - - — — — — — — — — — — — — — — Date: 0_2a Property Property Address / Location of Construction Work: — — — _ — — — — — — — — Approved for processing Building Permit. 9525 Sound Avenue,Mattituck NY E] Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000#- suiF CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) = -- -- — 10 Ir 122 01 2.3Stormwater Management Control Plan CHECK LIST Erik A.Bjorneby Section Block Lor NAME: a S M C P -Plan Requirements: Provide ONE copy of.'the•Building Permit Application. PIwY Print Date: Q The applicant must provide a Complete Explanation and/or Reason for not providing 631.319.1047 4/16/18 Ql>�[�` all information that has been Required by the following Checklist! Signature TUeph—Number. 1. A Site Plan drawn to scale Not Less that 60'to'the inch MUST YES If You answered No or NA to any Item, Please Provide Justification.Here! show all of the following items:. NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries X �� b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. X �� of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. X00 e. Limits of Clearing &.Area of Proposed Land Disturbance. 00 f. Existing&.Proposed Contours of'the Site (Minimum z Intervals) X 0 Shall include but not be limited to: g. Location of all existing& proposed structures, roads, A well maintained Construction Entrance, driveways,sidewalks, drainage improvements& utilities. 00 Wire Backed Silt Fencing, stabilization & h. Spot Grades& Finish Floor Elevations for all existing& X E Seeding of exposed and/or inactive soils. proposed structures. I. Location of proposed Swimming Pool and discharge ring. 00 j. Location of proposed Soil Stockpile Area(s). k. Location of.proposed Construction Entrance/Staging Area(s). NX 1. Location of proposed,concrete washout area(s). 0� DRAINAGE INSPECTIONS ARE REQUIRED M. Location of all proposed erosion&sediment control measures. Contact TOS Fnginepring at 765-1560 hiefore 2.1 Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate hat thLQ drain on-site the run-off from all impervious surfaces generated by a two V)inch X 00 age has been installed to Gode' rainfall/storm event. 3. 'Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but notbe limited to: a. Erosion&Sediment Controls. X �0 b. Construction Entrance&Site Access. 2_1 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,-etc.) 0= d. Leaching Structures '(e. .infiltration basins,swales,etc.) X ****FOR ENGINEERIN. EPARTNANT USE ONLY**** D Additional Information is Required. StrgMaY � ent Control Plan is Not Complete. Reviewed & Approved By: - — — -To w O �� � 1� — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: —Z ! SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 CLL-)S51 -70eD ,T)3j) ,(N 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �O roc�er.richertfatawn south�oI .ny.us Southold,NY 11971-0959 "O JBUIMING DEPARTAffM TOWN OF lSOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:� x� Date: 10 j Company Name: C� 1 Name: License No.: r2.% Address. Loq y , Phone No.: JOBSITE INFORMATION: (*Indicates required information) 0 UJA AV\IPI *Name: *Address: ICA �X l *Cross Street: r *Phone No.: t Permit No.: Tax-Map District: 1000 Section:��_ Block:�_ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �__�,� . ou L/pmc rrrn.� ll f -Ar _ (please Circle All That Apply) *Is job ready for inspection: YES ! Rough in Final *Do-you need a Temp Certificate: / NO YE Temp Information(if,needed) *Service Size: 1 Phase 317hase 100 150 200 300 350 . 400 Other *New Service: Re-connect I erground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82-Request for Inspection Foran r BUILDING DEPARTMENT-Electric f TOWN OF SOUTHOLD r Town Hall Annex -...54375 Main Roac O Box-1170 Southold, New York 11971-0 9: JAN 1 1 2019 Telephone (631) 765-18Q2 FAX (631) 765-9502 r,o er.rkhe, town 'south ld.ny u w TOWN OF SoUTUOLD, APPL10 `ION 'FOR..IELEC.TRI'.CAL INSP ECTIC7N„ REQUESTED. BY Datef . :, Company Name F_C Name: License.No.: 8` _ M� email x_. Address q _ . Phone No JOB SITE INFORMATION: (All InformationRequir6d) ,m Name: Address: C. Cross:Street- x . Phone No : BIdg.Perfriit# 4ao104 email Tax Map District 1000 Section: Block: Lot BRIEF DESCRIPTION OF W.ORK.(Please Print Clearly) Q � 1 Circle All That Apply: Is job ready for inspection?: YES / ouh�ln final Doyou need a Temp Certificate'?: YES NO Issued On Temp Information. (All information required). Sec€;Size Ph 3 Ph. Size:.' .. A Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead Lindrgti�und Laterals 1' _2 H Fraiine Pole Work,done on Service? .. Y , N Q.c,J A dltiona1Inforinatiori, - ........ ......... [-1 C+a r2.. .PAYMENT' UEWITH APPLI.CATI.iW3lV; - Cl�o�41 82-Request for Inspecuon form ads �0 ; Town Hall Annex �. l [ e e 4ohg 76$=1802- 54375 Main Road cn Aro `•765- ,\ � P.O.Box 1179 • �O roger.richer. �n soutflo� -wV.bs r=� Southold,NY 119714959 1 ; ILI '� U U L - 3 2019 . BUILDING DEPARTMENT 1i':LDYt4Y DE TOWN OF SOUTHOLD a APPLICATION FOR ELECTRICAL INSPECTION REQUESTED B r Date:' L I Company Name: Name: ; -e License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax-Map District: 100 Section: Block: , Lot: *BRILF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: YES/ NO. Rough in Final *Do-you need a Temp Certificate: YES/ NO - - Temp Information(if needed) f *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I . *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATIONq4 .82=Request for Inspection Form /( _ 1 Town Hall Annex ,' Telephone 631 765-1802 54375 Main Road '.t�' Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 w '� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 4/16/18 Owner: Mary E.Kennedy Location of Property:- 9525 Sound Avenue,Mattituck NY Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) x Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): x Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: . Name (person submitting this form): n A.Bjorneby Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 LIZ-AM Inde- Za-n 04 , Ala lle�� c?�.- /-/ay(o q 4-od C14 ZZ C�,- NOV 6 2020 "V, �y W t�_ 4 u�_S�L� �_- l_G6�_ r'G_hs 7 - �(S@oi�r95 MAN 2 J 2022 ,..i.0 12,M , 7-1 ' /moo/` 1 Sa{J.Turano PRESIDENT ABSTRACTS, INCORPORATED'" Grace lVstretta SR.V.P.,CONTROLLER Residential&Commercial Title Insurance since 1 GS4 Thomas J.Turano SR.V.P.,CLEARANCE OFFICE p Peter J.Calvanese July 24, 2018 SR.V.P.,COUNSEL Mary Kennedy 9525 Old Sound Avenue Mattituck, NY 11952 RE: Title No. ST-38674 Premises 1100 Route 46 Mattituck, NY 11952 Dear Sir or Madam: Please be advised of the following changes to the above men- tioned title report. 1. Enclosed please find amended Search. Please annex this to your Certificate of Title and consider same to be a part thereof. Very truly yours, ABSTRACT NC RPORATED By: Thomas J. Turano Senior Vice President TJT:BI Encl. CORPORATEHEADQUARTERS MAILING ADDRESS EAST END DIVISION 1 00 Garden City Plaza-Suite 201 P.O.Box 2B 1 23 Maple Avenue Garden City,NY 1 1 530 Garden City,NY 1 1 530 Riverhead,NY 1190 1 51 6.663.1 000•fax:51 E.6B3.00BS www.abstractsinc.com 631.389.0200•fax:931.369.01 99 r .. Sal J.Tureno PRE510ENT oe 011LABSTRACTS, INCORPORATEDGrace Mistretta SR.V.P..CONTROLLER Residential&Commercial Title Insurance Since 1 904 Thomas J.Turano SR.V.P.,CLEARANCE OFFICE Peter J.Calvanese SINGLE AND SEPARATE SEARCH SR.V.P.,COUNSEL July 12, 2018-AMENDED 8/16/2018 Mary Kennedy 9525 Old Country Road Mattituck, NY 11952 Re: Our Title No: ST-38674 Tax Map Des: District : 1000. Section: 122 . 00 Block: 01. 00 Lot: 002 . 003 Dear Sirs: ABSTRACTS INCORPORATED certifies to the Town of Southold, Suffolk County, New York that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from the dates indicated from 1920 to 6/19/2018 . Said search disclosed the following: SUBJECT PREMISES KNOWN AS: District: 1000 Section: 122. 00 Block: 01. 00 Lot: 002 . 003 DEED 1: George H. Horton & Dated: 1/2/1920 Carrie M. Horton, his wife Recorded:. 1/10/1920 to Liber 993 page 23 Greantee: Joseph Gillies 45 acres. DEED 2: Joseph Gillis Dated: 3/2/1948 to Recorded: 3/16/1948 Edith M. Young Liber 2807 page 120 DEED 3: Edith M. Young Dated: 3/2/1948 to Recorded: 3/16/1948 Joseph Gillis Liber 2807 page 123 CORPORATE HEADQUARTERS MAILING ADDRESS EAST END DIVISION 100 Garden City Plaza•Suite 201 P.O.Box 2B 1 23 Maple Avenue Garden City,NY 1 1 530 Garden City,NY 1 1 530 Riverhead,NY 1 1901 51 E.SB3.1 000•fax:51 6.6B3.00B9 www.abatractelno.com 631.369.0200•fax:631.369.01 99 Page 2 ST-38674 DEED 4 : Joseph Gilles, a/k/a Dated: 4/29/1948 Joe Gillies, a/k/a Recorded: 5/4/1948 Joe Gilles, a/k/a Liber 2822 page 260 Joe Gillis, and Salome Gilles, his wife to Joseph Gilles and Salome Gilles, his wife, as to tenants by the entirety Receipt and Release recorded 12/20/1963 in Liber 5471 page 66 for a widening of Middle Road. Joseph Gilles died 3/28/1968, Edward P. Gilles, Executor_, Surrogates File No. 630p1968 . Salome Gilles pre-deceased 6/18/1952. Edward P. Gilles died 2/19/1992, Jay P. Wickham, Executor, Surrogates File No. 500p1992 . DEED 5: Jay P. Wickham, as Executor Dated: 11/18/1992 of Last Will & Testament Recorded: 12/14/1992 of Edward P. Gilles, Liber. 11589 page 353 deceased, who died on Feb. 10, 1992 to Paul Grippa and Maureen M. Grippa, his wife DEED 6: Paul Grippa and Dated: 8/19/2016 Maureen M. Grippa, as Recorded: 9/20/2016 husband and wife Liber 12880 page 494 to.---- Mary E. Kennedy LAST DEED OF RECORD Page 3 ST-38674 PREMISES TO THE WEST KNOWN AS : District: 1000 Section: 7.21 . 00 Block_: 02 . 00 Lot : 004 . 000 DEED 1 : Bertha Blados Dated: 2/23/1950 to Recorded: 2/24/1950 Joseph A. Gilles and Liber 3048 page 436 Athalie F. Gilles DEED 2 : Joseph A. Gilles and Dated: 10/4/1955 Athalie F. Gilles, Recorded: 10/17/1955 his wife Liber 3996 page 19 to Edward J. Conlan DEED 3 : Edward J. Conlan Dated: 1/1/1966 to Recorded: 1/26/1966 Beryl E. Steadman Liber 5901 page 232 DEED 4 : Beryl E. Steadman, now Dated: 8/19/7.998 known as Beryl E. Caffrey Recorded: 9/11/1998 to Liber 11916 page 429 Joseph F. Carpenter and Susan L. Carpenter, husband and wife LAST DEED OF RECORD Page 4 ST-38674 PREMISES TO THE NORTH AND EAST KNOWN AS: District: 1000 Section: 122 . 00 Block: 01 . 00 Lot: 002 . 005 DEED 1: George H. Horton & Dated: 1/2/1920 Carrie M. Horton, his wife Recorded: 1/10/1920 to Liber 993 page 23 Greantee: Joseph Gillies 45 acres. DEED 2 : Joseph Gillis Dated: 3/2/1948 to Recorded: 3/16/1948 Edith M. Young Liber 2807 page 120 DEED 3 : Edith M. Young Dated: 3/2/1948 to Recorded: 3/16/1948 Joseph Gillis Liber 2807 page 123 DEED 4: Joseph Gilles, a/k/a Dated: 4/29/1948 Joe Gillies, a/k/a Recorded: 5/4/1948 Joe Gilles, a/k/a Liber 2822 page 260 Joe Gillis, and Salome Gilles, his wife to Joseph Gilles and Salome Gilles, his wife, as to tenants by the entirety Receipt and Release recorded 12/20/1963 in Liber 5471 page 66 for a widening of Middle Road. Joseph Gilles died 3/28/1968, Edward P. Gilles, Executor, Surrogates File No. 630p1968 . Salome Gilles pre-deceased 6/18/1952 . Edward P. Gilles died 2/19/1992, Jay P. Wickham, Executor, Surrogates File No. 500p1992 . Page 5 ST-38674 DEED 5 : Jay P. Wickham, as Executor Dated: 11/18/1992 of Last Will & Testament Recorded: 12/14/1992 of Edward P. Gilles, Liber 11589 page 353 deceased, who died on Feb. 10, 1992 to . Paul Grippa and Maureen M. Grippa, his wife DEED 6: Paul Grippa and Dated: 8/19/2016 Maureen M. Grippa, as Recorded: 9/20/2016 husband and wife Liber 12880 page 494 Mary E. Kenne LAST DEED OF RECORD Liability hereunder for any damages hereunder is limited to $25, 000. 00. Such liability extends to an act which constitutes gross negligence by this Company in failing to report any properly recorded/filed lien or encumbrance for which a search has been made. No claim for damages shall arise unless payment of all charges for this report has been made before such claims arise and further that the prospective purchaser, lender, lessor/lessee, his attorney or his agent had no knowledge of any lien, encumbrance, or defect not shown for which said search has been made. Page 6 ST-38679 PREMISES TO THE SOUTH KNOWN AS : Sound Avenue • n I r Page 7 ST-38674 ABSTRACTS, INCORPORATED B Y: Thomas J. Turano Senior Vice President TJT: BI State of New York) County of Nassau. ) ss: On the 16 day of August, 2018 before me personally came Thomas J. Turano, Senior Vice President, to me known to be the individual who executed the foregoing single and separate search, and acknowledge t at he executed the same as Senior Vice President of Abstr s, Incorporated. NO RY PUBLIC PETER I CALVANESE Notary Nobi01'cAn815002ew York oualitied in Nassau county , Commission Expires December 31,20 1 n r bw a n s n •, o h r con;1r xuon S,;beorface 3n.j enwonmental conditions we-e not e.arr led or ccn.'sidered as 3 oart of ihr,sun�ey Easements R'ghts-of-bVay Of record ,f any,are not Shown Property=Omer r+• i4m� s on,Snows f'om s^.rctuces to th4 orooe,'ty lines are for a s'er,fir 9U'QOSP and Use Ind therefore a,e not-t?nded[o gu-de,n the ?-.{:or of fences walls,pons,oa Gos addrt n s to g a Q a y t Tn_ .tsetse e -n - '4'8 iVu',y•✓^,:-- �a -3-.abiin Jf?'Qf�55:Qna!-and Sarv9yQ's in, I nC�'�r;RrLairQn ti'irnrled t7 DefiQ^5 for whom the i�Jr.=y+s p'cQared tQ[n,;a!e company to the gavamm>nta!agency and to the lendinglrsutu[,on 'N$�e nQL Q!3C_:�3i 3 par:�t'i,+i a,rV?V �-_'t�l'C3:(Ln5 On 7h�$'il1N2y Srgn'ty That the Si N?y.v8`.'pre Q'fe.: n aCL Q';,dnL9 h'r;n t!1?CUr•@`1t-r{sR�g Code.>'?:dChCN.r0::v^d tlr✓ey5 dd�p:eC1 Dv .. �CdL_ So 1,ste0 on ti,ts survev laid_?r C,i-car-ni,nQrratEjd nw ion ar P-.not iransfr?rabe DRAINAGE CALCULATION LEGEND TEST HOLE FOR PROPOSED ROOF AREAS: PREPARED BY: 1,413 SQ.FT. X 1.0 X 0.167 = 236.0 CU.FT. WATER VALVE. MCDONALD GEOSCIENCE USE 8' DIA. POOL WITH 42.32 CU.FT./V.F. WATER VALVE Q APRIL 24, 2017 _ 236.0 CU.FT./42.32 CU.FT./V.F. = 5.6 V.F, REQUIRED FIRE HYDRANT EL 18.0 rn r USE 2-8' DIA, 4' DEEP .LEACHING POOLS UTILITY POLE DARK BROWNGUY LOAM (OL) 1, o DwELUNc MONUMENT. - TAX LOT 2.4 SOUND AVENUE PROPOSED ROOF DRYWELL- RD RESIDENCE BROWN SILTY PROPOSED GRADE (35.0) � SAND (SM) (PUBLIC WATER) -- SANITARY _ _- - - O EXISTING, GRADE ;. :35.20 SYSTEM EDGE OF PAVEMENT WATER MAIN/LINE W -� y A OVERHEAD WIRES or, ouv 9'. FOUND ,3 5 \ FENCE - POST & RAIL- --0- PALE BROWN �� �1 23° nFINE cl (SP) R, 14.6' WATER IN -"5-W y >7 MONUMENT PALE BROWN MONUMENT - -_�N v 1=�" G � FOUND FINE SAND FOUND r ,7' `1. 2z 3 a/ Q (SP) O PREPARED FOR: m ea N.T.S. /z TESTHOLE I �'W s 6g 19� • MARY E. KENNEDY -� ' S 80'17'30"W S TS23 34 WAKE ROBIN LANE j y CHICKEN 174.92+13.3 J 5X0.9 •w tOD.08' 1�� RIVERHEAD, NY 11901 1 rf ---18 ( COOP- / 631-779-3444 +z 0 NOTES 1 2':D { 78.8 Q= _ l� _ 1. LOT AREA=39,162 SQUARE FEET. EXISTING FENCING 2. THIS SURVEY REFERENCES DEED LIBER 12399 PAGE 937 & A SURVEY d \� TO BE REMOVED J� O / TAX LOT 2.5 W ENTITLED "FINAL SURVEY" PREPARED BY PECONIC SURVEYORS, P.C., _ "� YL DATED OCTOBER 19, 2004. TAX LOT - 23.2 y_ \ X20 gyp, o O j/ _ (VACANT) N�I 3. PROPERTY KNOWN AS 9525-SOUND AVENUE, MATTITUCK, 100-121-02-04 -� - --- } (TOWN OF SOUTHOLD 8 4. ELEVATIONS REFER TO NAVD, 1988. - 22` DEVELOPMENT RIGHTS) ' 5. THERE ARE NO APPARENT WETLANDS OR WATER BODIES WITHIN 300' OF RESIDENCE r -" to THE PROPERTY. -2•f- ----- - 6. PUBLIC WATER SERVICE TO ADJACENT PROPERTIES VERIFIED WITH SCWA (PUBLIC WATER) _ _ \ =-25 0 t 27.4 �-- 05/25/17, - � '- -- PROP,2.� H7TIW50' 7. HIGHEST EXPECTED GROUNDWATER WATER ELEVATION ESTIMATED FROM 131 2 _-- USGS WELL S 6560..1 AT EL 7.98. ~� `-23" . � RD GOAAFZiAGE 8. THE APPROXIMATE LOCATION OF THE 8" WATER MAIN ALONG SOUND PROPOSED �_ = 33.0 -J AVENUE IS SHOWN.ACCORDING TO S.C.W.A. MAP #18-N, LAST REVISED + 3D 7 3J-1 STOR`7�31,o) 30 5 (32• p 39•s FEBRUARY 3, 2016. i z 0 D ELLING 12 3' I 15.0, �g 4 Q $ 9. NO INVESTIGATIONS WERE UNDERTAKEN DURING THE COURSE OF THE 0 Wt>1 BBEOR ^a j 34 3,; SURVEY TO DETERMINE THE EXISTENCE AND/9R LOCATION OF ;�.. SUBSURFACE UTILITIES AND STRUCTURES. /� --3a .EL-�5.0 71.9. I 'O • 10. BUILDING DIMENSIONS AND GRADING SHOWN PER ARCHITECTURAL PLANS CELLAR q ' v O I PREPARED BY EAB ARCHITECTURAL DESIGNS; PLLC, RECEIVED DECEMBER_ 33.9 > T ! W 28, 2017, � � -i-35.3 RD � 28�% 33.8) / �?1 TS�PROPOSED 9 L(h 'Q•' 11. ALL IMPROVEMENTS TO BE CONSTRUCTED IN ACCORDANCE WITH THE z0 z4 STANDARD SPECIFICATIONS AND DETAILS OF THE TOWN OF SOUTHOLD C y( 1 00C TAMC N �� p 8 AND SCDHS. 2- PROPOSED Q•.a 1 MIN. 3w wO N _ 8' DIAMETER 6' DEEP �� t:_ x N - t LEACHING POOLS a a ,a +--��-�- PO3&RAIL FENCE, PROPOS a w 0 � 28.88' (SURVEY, yj 414.40' 33.9 / 50% +„ 5 761g�• 4/30/78 REVISED PER SCDHS COMMENTS 4/11/18 4D,1 a, (27.57' DEED) EXP. POO9 3 3/1/18 PLAN REVISED PER ARCHITECT X - ®n ��/ • +j3•0 NUMENT Date Revision MONUME S S 50SO, Yi 20"0 FOU a-33 73 -- D s' D 7'w _ _ - �, 2 -3 _ T8X Map' DISTRICT 1000 SECTION 122 BLOCK 01 LOT 2,3 _ ' 33 3 .37 .53 39.7 - - - 33.30 - - 37 43 33 � £+,5715 +3r.�3 / I■ Y �� !.r l� r 33.35 11 43.3 <6 39.x3 _. O,- - SOUND�_, _/ENUEL_ _ - - - LAND SURVEYORS LLP y- - -Iy - - w \ - - - - - - - - 0H_�- - , APPROXIMATE LOCATION OF 3" WATER MAIN ,� .3H - Jii 41.55 V�RANS HIGHWAY.SUITE 1 1 531.343.8273 "uoo DH RONKONKOMA, NAV YORK 1 1779 WWW.PLSLI.COM 0 OH �'_ JH -- Ort OH-'�" _ TAX LOT -- - - - - - - - TAX LOT 10.0-122-02-24.3 o,7r, >,.,.r.✓�� +41.2 TAX LOT TAX LOT TAX LOT TAX `LOT 100-122-02-2 100-122-02-3 100-122-02-4 100-122-02-5 / RESIDENCE SURVEY / 100-122-Q2-1.1 RESIDENCE RESIDENCE RESIDENCE RESIDENCE (PRIVATE WELL) PLOT PLAN RESIDEN� (PUBLIC WATER) (PUBLIC WATER) (PUBLIC WATER) \ (PUBLIC WATER) / \ (PRIVATE WELL I \ \ SITUATE I 1 NO VISIBLE EVIDENCE OF WELL MATTITUCK Dy1ELLtNG WITHIN 150' OF SUBJECT SCDHS REF. NO. R10-18-0040 \ PROPERTY TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK NO VISIBLE EVIDENCE OF WELL WITHIN \ SANITARY SYSTEM IN REAR OF Date ' '°' �i3"¢id0 �rY MAY 15 2 �y=`gin, s::,a_:._�:�, 15e OF SUBJECT PROPERTY �. DWELLING ,_ 017 Scale SANITARY SYSTEM IN REAR OF DWELLING \ \ 1 so 1 1 1 \ Sheet No. /hN 1 - Project No. SOUND AVENUE Key Map: y11',T ,JP � , o W '40' S 991 0' W S 80.17'30 75.23 S ' 9.90' 19 S 78'00'30 W 100.08' I � 17 4,92 ti W -AX LOT 2.5 (VACANT) N-� N OF SOUTHOLD o Co DEVELOPMENT ARCHITEC' RIGHTS) 4250 VETERANS Hli tal. ( 631 ) 31q=1 S 7618'50 W 165.00 'o o ` L N W o No. Date N ' ' O O I i� Project Mana, Project Archi' W 414.40' �— Project Desig S j6•18'S0" Drawn by: Checked by: Design —36— _ I +36.89 3s.ss I DOB Job Ni 150:0 Wm J� APPROVAL OF STORMWATER MANAGEMENT TAX LOT CONTROL PLAN -T90p Code pter 236 rl —122-02-24.3 \ Date: I-Z• TAX LOT \ RESIDENCE \ Approved by: 100-122-02-5 (PRIVATE(PRIVATE WELL) Drawing T RESIDENCE (PUBLIC WATER) / EROSION &SE ENT CONTROLS G \ Shall include but not be limited'to: STORT Well maintained Consxr sctionr Entrance, tabs iz tion& \ Wire Backed SiltFencing, or inactive soils• NO VISIBLEE OF S eding of exposed PROPERTY Drawing SANITARY SYSTEM IN REAR OF Architect' DWELLING DWELL \ \ pRAINA\\ GE INSPECTIONS ARE REQUIRED ERIK A.E Contact JOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. OL PLAN 1TR The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of fences,walls,pools,pftios,additions to buildings and any other colstruddon.Subsurface and environmental conditions were not examined or considered as a partof this survey.Easements,Rights-of-Way of record,if any,are not shown.Property corner monuments were not placed as a part of this survey.Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for whom the survey is prepared,to the title company,to the governmental agency,and to the lending institution listed on this survey.Said certifications indicated hereon are not transferable. LE DRAINAGE CALCULATION LEGEND TEST HOFOR PROPOSED ROOF AREAS: PREPARED L MCDONALD GEOSCI: 1,413 SQ.FT. X 1.0 X 0.167 = 236.0 CU.FT. WATER VALVE APRIL 24, 2017 USE 8' DIA. POOL WITH 42.32 CU.Fr./V.F. WATER VALVE Q 1B 0 236.0 Q I EI,/_42_32 CU.FT./V.F. = 5.6 V.F. REQUIRED FIRE HYDRANT Yb BROWN °' USEI 91 DEE LEACHING POOLS U11UTY POLE DARK B LOAM (OL) ,� DWELLING + �'�Rlly Jl it fJ �i.a 't� Y' :+ �6�'�" GUY 1 TAX LOT 2.4 m SOUND AVENUE MONUMENT ■ BROWN SILTY RESIDENCE sp y !$sem+t�$ 'i$.�a {�iM.`�'U "I VOR A PROPOSED ROOF DRYWELL- RD SAND (SM) (PUBLIC WATER) / SANITARY , AlY n�.y,�e�a:p,�yy rry p7pe�y��,r,�+'rg+dR � PROPOSED GRADE (35.0) SYSTEM AlY'4DLU t�l7 L rXiS L:leCS O O EXISTING GRADE + 35.20 PIPE -� �• -y ,��q �, EDGE OF PAVEMENT - - - - 9' - FOUND DA`�,�,„ �11 ,.k°.>! •. l,n Q WATER MAIN/LINE w _ OH- 23.5 A OVERHEAD WIRES OH PALE E BROWN SAND X24 z35- '� � � �+ 'f"' ...�., •" I N \ 'A !i FENCE - POST & RAIL- O (SP) 3.7� 2.0 FOR. 4J'i' �MR00 14.6• Y� _ ',�/ t'e�� PALE BROWN _p.�.. .�2.��gj2 ` MONUMENT \ .416x83 S i i'� ARS FRom-01AT�O ?'PPRO°�'( I. FINE SAND MONUMENT 8 1 5V 5( E no- ` FOUND 1 00 (sp> 17' FOUND 22.3 - _ +78.8 -` " '- 7Q 7- PREPARED FOR: N.T.S. +21.4 /20/ TESTHOLE I X19• • J Q MARY E. KENNEDY CAVA M iNSPEC ION REQUI. p S e0.17'3W W S 7T23.40•W s 91 + "_CHICKEN +1 g.3 � � W 100.0x• 199.90' RI WAKE ROBIN LANE �u -IB 7. Coop" 1 J 174.92 631-7 9- 4- 11901 631-779-3444 +21.0 4 21.0 +18.8 i H T6� ®�P.ART�AEW NOTES _ -_ =�__ =-1. LOT AREA=39,162 SQUARE FEET. O T0EXISTING BNGRFENCCIN �w / _ 2. THIS SURVEY REFERENCES DEED LIBER 12399 PAGE 937 & A SURVEY -0 \ \ ��-�2 5 TAX LOT 2.5 W _i; ENTITLED "FINAL SURVEY" PREPARED BY PECONIC SURVEYORS, P.C., �- / (VACANT) g, I d,; DATED OCTOBER 19, 2004. TAX LOT O 23.2 _ 20.6 o O ,'� J _ 3. PROPERTY KNOWN AS 9525 SOUND AVENUE, MATTITUCK. 100-121-02-04 -O `_ ,� Z / (TOWN OF SOUTHOLD g ===4. ELEVATIONS REFER TO NAVD, 1988. RESIDENCE 22 DEVELOPMENT RIGHTS)- - I 5. THERE ARE NO APPARENT WETLANDS OR WATER BODIES WITHIN 300' OF _ -1 N - THE PROPERTY. (PUBLIC WATER) 25A 24- �- _+277 4 / 6. PUBLIC WATER SERVICE TO ADJACENT PROPERTIES VERIFIED WITH SCWA L + \ _ 26- _S 05/25/17. _ PRO295 1 S 7x•18'50'W 7. HIGHEST EXPECTED GROUNDWATER WATER ELEVATION ESTIMATED FROM +31.2 -pa- W 1x5.00 USGS WELL S 6560.1 AT EL. 7.98. RD GF PROPOSED 8. THE APPROXIMATE LOCATION OF THE 8" WATER MAIN ALONG SOUND 30 33.0 O AVENUE IS SHOWN ACCORDING TO S.C.W.A. MAP #18-N, LAST REVISED „/O \ +30.7 1 STORY"(31.0) 30.5 (32. 3g s -, FEBRUARY 3, 2016. O -32D IN 12.3'n 15.0' 1x•4 8J 8 9. NO INVESTIGATIONS WERE UNDERTAKEN DURING THE COURSE OF THE (1 BEDR cq 3�7' �; o �+35,g SURVEY TO DETERMINE THE EXISTENCE AND/OR LOCATION OF s.3'- a SUBSURFACE UTILITIES AND STRUCTURES. -34 W�EL_3� 1i.9' 5.6 ;n 10. BUILDING DIMENSIONS AND GRADING SHOWN PER ARCHITECTURAL PLANS 36.9+ �W CELLAR < � moo.'O O I PREPARED BY EAB ARCHITECTURAL DESIGNS, PLLC, RECEIVED DECEMBER +35.6 RD 8�/ 33.8) T 1 /N W 28, 2017. -`j6- PROPOSED g 11. ALL IMPROVEMENTS TO BE CONSTRUCTED IN ACCORDANCE WITH THE G 70 MSA ¢ `�I STANDARD SPECIFICATIONS AND DETAILS OF THE TOWN OF SOUTHOLD 1,000 AND SCDHS. C TANK -1/0-L p ai 2- PROPOSED O' ¢ o r B' DIAMETER 6' DEEP MIN. S 3 w w = No LEACHING POOLS w a ro a 0 p La5 81'50.50•W 36.4 \57 k RAIL FENCE 1 PROPOS °- ai ..28 (W�» S 761g�_ 414.40' 40.1 t to EXP50% 3 _+(27.57' DEED) 4/30/18 REVISED PER SCDHS COMMENTS 4/11/18 3/1/18 PLAN REVISED PER ARCHITECT ��++ p `er n NUMENT MONOUM +J 7U1*50'50.�3i. } 20 , +30Z,0 - -D _ - Date Revision �37. 0.8' D.7'W -. TaXMa DISTRICT 1000 SECTION 122 BLOCK 01 LOT 2.3 + - 3"0.87 36.51 - -352 -36-+_3 - - 37.4839.7 - 3880 .99 +3776 _ _ _ _ ZPINNACLE r- � +39.43 +38.35' + = /s +40.36 k�� �,� SOUND AVENUE� � w w w LAND SURVEYORS LLP _ \ APPROXIMATE LOCATION OF 8" WATER MAIN H OH OH OH - 0 OH OH OH-�- / 4 I VETERANS HIGHWAY, SUITE I I 63 1.548.9273 s,. DH O � RONKONKOMA, NEW YORK I 1 779 VVVVW.PLSLI.COM TAX LOT +41.2 TAX LOT TAX LOT TAX LOT TAX LOT 100-122-02-24.3 TAX OT 100-122-02-5 RESIDENCE 100-122-02-2 100-122-02-3 100-122-02-4 SURVEY 100-122- 2-1.1 RESIDENCE (PRIVATE WELL) RESIDENbE RESIDENCE RESIDENCE RESIDENCE (PUBLIC WATER) / \ \ PLOT PLAN (PRIVATE WEL 1 (PUBLIC WATER) ` (PUBLIC WATER) 1 (PUBLIC WATER) \ SITUATE NO VISIBLE EVIDENCE OF WELLMATTITUCK DWELLING WITHIN 150' OF SUBJECT SCDHS REF. NO. R10-18-0040 \ PROPERTY TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK \ Date j^a m«ted enerauo^o add,o to ma;grey;a Y nano^ 150' OF SUBJECT PROPERTY NO VISIBLE EVIDENCE OF WELL WITHIN SANITARY DWELLING REAR OF MAY 15,2017 of sea�o^n_09.5 brims 2,New YO1k50te EdUCan OU Law. �� SANITARY SYSTEM IN REAR OF DWELLING \ Scale 1 1t=.Sheet No. Project No. a 1 VIEW: 170127 ;_-,ea.,J;a,ta ddaio„v ended guide in the erection of fences,walls,cools,patios,additions to build igs and any other construction.Subsurface and environmental conditions were not examined or considered as a part of this surdey.Easements,Rights-of-Way of record,If any,are not shown.Property corner The offsets or dimensions shown from structures to the property lines are fora specific purposein to and use,and therefore,are not t g monuments were not placed as a part of this survey.Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc-The certification is limited to persons for whom the survey is prepared,tothe,title company,to the governmental agency,and to the lending institution listed on this survey.Said certifications indicated hereon are not JUN 1 1 2021 DWELLING - ... .• .. -' .. .. ,. SOUND AVENUE TAX LOT 2.4 _ RESIDENCE (PUBLIC WATER) SANITARY 0 SYSTEM SUFFOLK COUNT V C3EP T►�Jir a OF HEAL-CH SERVICE y�O�J PIPE APPROVAL OF r^O?� Tst SCi?E "1`00p"'`•�S F®� !/ FOUND [. T',�c,�. Y s L.v�l.f INC!:C /a`.�II`av - _ - MAY 10 20 ®ate ..,. -�-- i G r'i�;:a': 40:ais0re have been 4LA ,n Sf15 tGSe " d found tO - - Th,-S�'lda3f'- � ._ ins ectad an,/Or Ccr£ftiBL i1:7S i.i ,•c:iCciT"arlt Of ot11E2 3 i :EC1eS an p p• 7 7_ - - . �E�f�00IUIS. Q Q MONUMENT be satisfactory FOR A MAXI�11��+O�. - w J N 81'50'50" E 200.00' ' FOUND MONUMENT - FOUND - - = p +21.4 C W S 80'17'30" W S 7523'40" W S 6 91 1 + o , +18.8 i �; 3 7800'30" W 100.08' 199.90 7.s = $ 174.92' "CHICKEN Office Of Wasferwater ManageIM +21.0 COOP•' X�21.0 +18.8 I +18.7 +15.9 i TAX LOT 2.5 W +2o.s NOTES - + +zz.5 (VACANT) O (TOWN OF SOUTHOLD *10 1. LOT AREA=39,162 SQUARE FEET. _ 100-121-02-04 1OT 6 23.2 0 1 p DEVELOPMENT RIGHTS) $�I 2. THIS SURVEY REFERENCES DEED LIBER 12399 PAGE 937 & A RESIDENCE 0. RD2 Q rn SURRVEYORS. P.C., DATED OCTOBER EY ENTITLED "FINAL SURVEY P19,P 004.ARED BY PECONIC PUBLIC WATER ` 3. PROPERTY KNOWN AS 9525 SOUND AVENUE, MATTITUCK. ( ) RD1 N 4. ELEVATIONS REFER TO NAVD, 1988. za z O + 5. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE, AS +27.9 SUCH NOT ALL PHYSICAL FEATURES ARE SHOWN. 30.2+ 28.0 +O GARAGE + +28Ey 27.6 +30.3 FLOOR ELEVATIO =34.55' = S 76-18'50• W 6. SUBSURFACE UTILITIES SHOWN AS PER OTHERS. 165.00' +31.2 TYPICAL TIMBER CURB 3 ROOF DRAINS A/C 03/29/2021 MASONRY WALL UPDATED (� +30.7 U N IT1 `L3• -F 32.9 33.6 +32.5 r 32 UNDERGROUND 11/16/2020 UPDATE SANITARY LEACHING POOLS LOCATION O +32.6 13.0'0 11/21/2019 FINAL SURVEY 6 5.2' G FUEL TANK CC N 1 `" `� +35.8 to 1/3/2019 FOUNDATION LOCATED {� CC LLI 11 STORY N N LLI F- 117 ENCLOSED 1 BUILDING 6 3 0 0 35.6, a Date Revision N U? C1 POOL 12.2' R 0 1 •2' W I Tax Ma : DISTRICT 1000 SECTION 122 BLOCK 01 LOT 2.3 N FT L=* 5 __ TRENCH n LU�� �� � 36.9 + o F.F.EL='37.10<. DRAIN f �i W I ®PI NNA CL E l6� ` Z +35.6 +35.4 29 1' +,?b�J 'L Q W CELLAR A.,.CQ . .,B a o � w ENTRY ST1 O GRAVEL � � � � LAND SURVEYORS LLP 0 0 a ST2 3 MASONRY WALLEE1r 1 to 41 55 VETERANS HIGHWAY,SUITE 1 1 631.648.9273 LU 31 +37'2 37.5 /Q''37.7 +37. tJ 1 V, RONKONKOMA, NEW YORK 1 1779 WWW.PLSLI.COM LL 0W o POST & RAIL FENCE �� i - 37'7+ �1 LP2 .S $1'SD'SD• W • 0101)PINNACIF DSURVSy0P611➢ 0 38.5+ LP 1 +37.9 +38.4 < 26.88' (SUS) S 76-18'50 V1 414.40' 40.1 + (27.57' DEED) � � _ _ _ _ _ _ 1`I - FINAL SURVEY S 81.50'50" .I +37.8 200.0 37.8 MONUMENT DNT MONUMENT FO ND +40.0 +38.7 +38.3 - SITUATE 0.8,N/0.7'W - - - - - -- _ _ MATTITUCK - - - - - - - - - - - - - +36.99 SOUND+ AVENUE +37.38 SANITARY TIES TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK +37 76 Lnz�mcrzee airerar _acemcr:c mis survey s a vcanrn +39'43 38.35 STRUCTURE BUILDING CORNER Date �5. ,:',�.,4ew'rcrM5tateEcu,auor.l�-w, +40.36 "A" "B" SEPTEMBER 7,2018 ST1 13'4" 26'8" Scale ST2 17'8" 29' 1"= 40' LP 1 32' 43'7" Sheet No. lofl LP2 31, 29'10" Project NO. c�c'e= x r r,rR ire a 170127 VIEW: REScheck Software Version 4.6.3 Compliance Certificate Project Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 18% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 9525 Sound Ave Erik Bjorneby Mattituck, NY 11952 EAB Architectural Designs 4250 Veterans Highway Suite 204OW Holbrook, NY 11741 631-319-1047 erikb@eabarchitecture.com Fill . . *T Compliance: 18.9%Better Than Code Maximum UA: 233 Your UA: 189 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space 815 30.0 0.0 0.033 27 Wall 1: Structural Insulated Panels 1,379 24.0 0.045 49 Window 1:Wood Frame:Double Pane with Low-E 245 0.290 71 SHGC: 0.31 Door 1: Solid 56 0.330 18 Ceiling 1: Structural Insulated Panels(SIPS) 942 40.0 0.026 24 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirem ents.listed in the REScheck Inspection Checklist. Erik A. Biorneby, RA Name-Title Signature Date Project Title: Report date: 06/14/18 Data filename: Z:\EAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave—REScheck Pagel of 9 061418.rck REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ;❑Complies ;Requirement will be met. 103.2documentation demonstrate !❑Does Not [PR111 ;energy code compliance for the f v ;building envelope.Thermal ❑Not Observable envelope represented on )[]Not Applicable ;construction documents. 103.1, !Construction drawings and a❑Complies ;Requirement will be met. 103.2, :documentation demonstrate (( f❑Does Not 403.7 ;energy code compliance for f [PR3]1 ;lighting and mechanical systems. ;❑Not Observable U :Systems serving multiple []Not Applicable dwelling units must demonstrate :compliance with the IECC I 'Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based I Btu/hr Btu/hr E❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable V Manual] or other methods Btu/hr Btu/hr ; approved by the code official. ❑Not Applicable I Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Report date: 06/14/18 Data filename: ZAEAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave—REScheck Page 2 of 9 061418.rck Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ❑Complies ;Requirement will be met. [FO11]z protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. j❑Not Applicable 403.9 isnow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [F012]2 installed. ;❑Does Not e� 1❑Not Observable I y ,❑Not Applicable j Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title; Report date: 06/14/18 Data filename: Z:\EAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave_REScheck Page 3 of 9 061418.rck Section Plans Verified Field Verified # Framing/Rough-In Inspection Value ValueComplies? Comments/!Assumptions & Req.ID 402.1.1, Door U-factor. ; U- U- ❑Complies !See the Envelope Assemblies 402.3.4 E❑Does Not table for values. [U ] FR1 1 ; ;❑Not Observable ❑Not Applicable 402.1.1, ,Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). i❑Does Not table for values. 402.3.3, ' 402.3.6, ;❑Not Observable 402.5 ;❑Not Applicable [FR211 303.1.3 ;U-factors of fenestration products i❑Complies Requirement will be met. [FR4]1 !are determined in accordance }❑Does Not !with the NFRC test procedure or ;❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier �f ;❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's i. 'ti❑Does Not instructions. !!!! C7 ;❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ;❑Complies Requirement will be met. [FR20]1 !is listed and labeled as meeting ;❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440) phot Observable or has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 (IC-rated recessed lighting fixtures; '❑Complies !Exception: Requirement is [FR16]2 sealed at housing/interior finish ❑Does Not not applicable. and labeled to indicate :52.0 cfm ! [--]Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply and return ducts in attics i❑Complies ;Exception: Ducts located [FR12]1 :insulated >= R-8 where duct is ;❑Does Not :completely inside the >= 3 inches in diameter and >_ ❑Not Observable building envelope. R-6 where< 3 inches.Supply and 'return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for { ;diameter>= 3 inches and R-4.2 for< 3 inches in diameter. ; 403.3.3 5]Building cavities are not used as 1- ;❑Complies ;Requirement will be met. [FR15]3 ' ducts or plenums. ( ;❑Does Not d> ` ❑Not Observable I ;❑Not Applicable 403.4 ;HVAC piping conveying fluids R- i R- ;❑Complies ;Exception: Requirement is [FR17]2 above 105 QF or chilled fluids ;❑Does Not not applicable. J 3elow 55 QF are insulated to>_R- ;❑Not Observable { j❑Not Applicable 403.4.1 ;,Protection of insulation on HVAC ( ;❑Complies ;,Exception: Requirement is [FR24]1 ;piping. i {❑Does Not not applicable. u ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies Requirement will be met. [FR18]2 (?R-3. ❑Does Not ' ;❑Not Observable I ;❑Not Applicable 403.6 !Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 ;installed on all outdoor air I ;❑Does Not ;intakes and exhausts. I ;❑Not Observable ' ! I ;❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 06/14/18 Data filename: ZAEAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave_REScheck Page 4 of 9 061418.rck Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) : 3` Low Impact(Ties 3) Project Title: Report date: 06/14/18 Data filename: ZAEAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave_REScheck Page 5 of 9 061418.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]? or the installed R-values 1❑Does Not f provided. ;[:]Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood E] Wood ❑Does Not ;table for values. [IN1]1 i ❑ Steel j❑ Steel ;❑Not Observable 1�P-) '[]Not Applicable 303.2, Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 manufacturer's instructions and Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ;❑Not Applicable ; contact with the top side.of sheathing, or continuous insulation is installed on the underside of floor framing and I extends from the bottom to the i I top of all perimeter floor framing j members. I 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402:2:5, !mass wall with at least 1/2 of the ❑ Wood ;❑ Wood j❑Does Not table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ;❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation , J !requirement applies (FR10). j EJ Steel E] Steel ❑Not Applicable ; ; 303.2 Mall insulation is installed per '❑Complies :Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title; Report date: 06/14/18 Data filename: ZAEAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave_REScheck Page 6 of 9 061418.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling Insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, I ;❑ Wood F1Wood '❑Does Not ;table for values. 402.2.2, ;❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1] ❑Not Applicable j 303.1.1.1, ;Ceiling insulation installed per ;❑Complies Requirement will be met. 303.2 manufacturer's instructions. I i❑Does Not [FI2]1 ;Blown insulation marked every 300 ftz. i ❑Not Observable ❑Not Applicable 402.2.3 f Vented attics with air permeable ; i❑Complies :Exception: Requirement is (FI22]2 !insulation include baffle adjacent ! ;❑Does Not not applicable. to soffit and eave vents that I extends over insulation. ;❑Not Observable t j ;❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies Requirement will be met. [FI3]1 insulation >_R-value of the ;❑Does Not ;adjacent assembly. Location on plans/spec: ❑Not Observable Not applicable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2, and ! ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Exception: Requirement is [FI4]1 cfm/100 ft2 across the system or ' ft2 ft2 ❑Does Not not applicable. <=3 cfm/100 ft2 without air ,handier @ 25 Pa. For rough-in '❑Not Observable tests, verification may need to ;❑Not Applicable occur during Framing Inspection. ; 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies ;Exception: Requirement is [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not not applicable. either: Rough-in test:Total leakage measured with a ❑NOt Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system :including the manufacturer's air ,handler enclosure. 403.3.2.1 ;Air handler leakage designated '❑Complies !Exception: Requirement is [F124]1 by manufacturer at <=2%of j �❑Does Not not applicable. design air flow. I !❑Not Observable ❑Not Applicable 403.1.1 i Programmable thermostats '❑Complies 'Requirement will be met. [FI9]2 installed for control of primary UDoes Not heating and cooling systems and i initially set by manufacturer to ❑Not Observable i code specifications. j ;❑Not Applicable 403.12 Heat pump thermostat installed ; ;❑Complies Exception: Requirement is [FI10] on heat pumps. !❑Does Not not applicable. 1 I ❑Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ; ?❑Complies Requirement will be met. [FI11]2 'systems have automatic or j ;❑Does Not accessible manual controls. ` ❑Not Observable { ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3-1 Low Impact(Tier 3) Project Title: Report date: 06/14/18 Data filename: ZAEAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave_REScheck Page 7 of 9 061418.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? tomm®nts/Assumptions & Req.ID 403,6.1 !All mechanical ventilation system i `❑Complies ;Exception: Requirement is [FI25]2 fans not part of tested and listed _ ;❑Does Not 1 not applicable. HVAC equipment meet efficacy 4 #and air flow limits. ;❑Not Observable 1 i❑Not Applicable 403.2 I Hot water boilers supplying heat II i❑Complies ;Exception: Requirement is [F126]2 through one-or two-pipe heating 1 }❑Does Not :not applicable. systems have outdoor setback control to lower boiler water I ;❑Not Observable temperature based on outdoor 3❑Not Applicable }temperature. f 403.5.1.1 Heated water circulation systems - ;❑Complies ;Exception: Requirement is [F128]2 have a circulation pump.The I ❑Does Not not applicable. i system return pipe is a dedicated 1 return pipe or a cold water supply ;❑Not Observable pipe. Gravity and thermos- i❑Not Applicable syphon circulation systems are ) I t not present. Controls for I circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls f automatically turn off the pump 4 when water is in circulation loop I is at set-point temperature and ; }} no demand for hot water exists. 403.5.1.2 Electric heat trace systems i !❑Complies ;Exception: Requirement is [FI29]2 #comply with IEEE 515.1 or UL , ;❑Does Not not applicable. 515. Controls automatically adjust the energy input to the { ❑Not Observable heat tracing to maintain the I {❑Not Applicable J desired water temperature in the piping f 1 403.5.2 Water distribution systems that ;❑Complies Exception: Requirement is [F130]2 i have recirculation pumps that ❑Does Not not applicable. pump water from a heated water f ;❑Not Observable {supply pipe back to the heated , !water source through a cold I❑Not Applicable ; water supply pipe have a demand recirculation water ; system. Pumps have controls ? that manage operation of the : pump and limit the temperature ' of the water entering the cold ,water piping to 104°F. ; 403.5.4 Drain water heat recovery units �❑Complies ;Exception: Requirement is [F[31]� tested in accordance with CSA ;❑Does Not :not applicable. B55.1. Potable water-side ;ONot Observable ' pressure loss of drain water heat recovery units < 3 psi for ❑Not Applicable ; individual units connected to one or two showers. Potable water- y side pressure loss of drain water I heat recovery units< 2 psi for f i individual units connected to {three or more showers. 404.1 75%of lamps in permanentI ;❑Complies Requirement will be met. [FI6]1 'ifixtures or 75%of permanent S❑Does Not ;fixtures have high efficacy lamps.I ❑Not Observable Does not apply to low-voltage f lighting. I i❑Not Applicable 404.1.1•, .Fuel gas lighting systems have ❑Complies :Exception: Requirement is [F123]3;` no continuous pilot light. i ;❑Does Not not applicable. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) :3 Low Impact.(Tier 3) Project Title: Report date: 06/14/18 Data filename: ZAEAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave_REScheck Page 8 of 9 061418.rck lection . . . . :# Final Inspection Provisions Plans Verified Field:Verified., Complies? Comments/Assumptions & Iteq.ID Value Value 401.3 iCompliance certificate posted. ` }❑Complies ;Requirement will be met. [FI7]2 I❑Does Not '❑Not Observable ❑Not Applicable '303.3� =Manufacturer manuals for i ❑Complies ;Requirement will be met. [FI18]3 .' ri mechanical and water heating ;❑Does Not J systems have been provided. ❑Not Observable I ail ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: Report date: 06/14/18 Data filename: Z:\EAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave_REScheck Page 9 of 9 061418.rck 2015 IECC Energy Efficiency Certificate . . Above-Grade Wall 24.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 40.00 Ductwork (unconditioned spaces): Window 0.29 0.31 Door 0.33 Heating System: Cooling System: Water Heater• . Name: Date: Comments q7D® Y-40M a-l�i�uck .y. l M 04c0c?. ujolls 4- a hcf� OF '' ( F v.e-- �. cjoil1s. 0 .� e0) OJ ,) U&J Q� 5-OD P�� 61�eLJA c"oc� -� . io n d w—:v d .Lf P_t j:;pDp;net FDr P.Del _ 11 41 o ww.. qsz r404&6'CK0145 •• P.O. ! , 1 WAAIiL: JSP BATE: •i o SIZE:_..,: rampe- BORDER PATTERNL,.„___ _ WALL ° FLOOR PATTERN: CORNERS: .._.. DEPTH:r.•.��._..r...�..�. .. . -; HUNG OVERLAP (drde 1Vf ) 20 GAUGE 27 GAUGE (code one} O t --- ---fir d�8 ®O Pti►JT,PROCEED WITH FR�l��lnr UNTr rIP1/C\/ K�a uN HAS BEgr".J LOCATION Project: ' APPROVED. PROP05ED RESIDl=NCI= AP RO ED AS NOTED I� _ DATE: g p•' x525 SOUND AVE C EFEE: rJ V By, MATTITIUGK, NY 110152 NOTIFY BUILDING DEPA ENT AT NW 1 "0 95 "qll A"R 765-1802 8 AM TO 4 PM FOR THE `525`7 SOUND 9 "t"UK9 FOLLOWING'INSPECTIONS: DIST: 1000 SECT: 122 BLK: OI LOT: 2.3 T. FOUNDATION TWO REQUIRED F414ZONE: R-40 GENERAL NOTES SITE PLAN SCALE: 1" =20'-0" 2. ROUGH =FRAMING & PLUMBING CONCRETE � s. IN CONTRACTORS: GENERAL NOTE5 4. FINAL - CONSTRUCTION MUST 1. ALL CONCRETE WORK SHALL CONFORM WITH THE MOUIREMENTS OF THE S. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE NATIONAL OM16N SANITARY �- BE COMPLETE FOR C.O. I. ALL vM 15 TO CONFORM TO THE RUES AND RE6UATIONS OF THE AMERICAN CONCRETE INSTIVTE A.C.I.SID LATEST EDITION. SPECIFICATION FOR WOOD CONSTRUCTION,LATEST EDITION. 5 / �- -� ALL CONSTRUCTION SHALL MEET THE COMPLY WITH ALL CODES OF LOCAL BUILDING DEPARTMENT AND THE N.Y.S.BUILDING CONSTRUCTION + 235 REQUIREMENTS OF THE CODES OF NEW NEW YORK STATE & TOWN CODES CODE. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED 2• �� CONTRACTOR TO SET AND PLACE FORMS WITH STRICT 4, ALL WOOD EXPOSED TO HEATHER SHALL BE GGA TREATED M TAOT �.� --� YORK STATE. NOT RESPONSIBLE FOR AS REQUIRED AND CONDITIONS OF A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND CARE TO ALL DATUM,FLOOR AND&RADE ELEVATIONS. ACCORDANCE NTH AFPA STANDARDS. I- � i ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. S. GONGRI:TE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST 2 4 �R, �5 i DESIGN OR CONSTRUCTION ERRORS. � $4+W 4 AL.I.SPECIFICATION. 5. ALL WOOD CONNECTORS SHALL BE BY"SIMPSON,"TECO,OR APPROVED REc�1t>BNGB - -2. ALL ELECTRICAL WORK TO BE FIREOVERNIRITERS IN5PEGTED AND EQUAL , . . p�pE (pUi3L1G ., i- ,---- �i � �� r RD APPROVED. SUBMIT CERTIFICATE TO ONER41P0N RECEIPT. 4. ALL TEMPERATURE REINFORCING SHALL BE SUFFICIENTLY EMBEDDED TO 6. S DESIGNATED AS%AN&LAM'OR'LAMINATED VENEER LUMBER' FOUND WATER) / 2�.0 �� � ,` 3. ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL SERVICE AND PARCEL �O'R-S�'TH M�-CONCRETE WALLS AND SLABS' OR'LVL-SHALL BE MANUFACTURED IN ACCORDANCE WITH SPECIFICATIONS /�+%�� / H ENT OCCUPANCY OR SSI RUST ES FOR ADEQUACY IN PROVIDING NEW ELECTRICAL INSTALLATIONS AS S. PROVIDE ADEQUATE TIES FOR ALL STEEL REINFORCED IN SLABS,BEAMS, B`(LOUISIANA PACIFIC CORP. NO SUBSTI'AUTES SHALL BE PERMITTED USE IS UNLAWFUL SHOWN ON THE PLANS. 41P6RADE,SERVICE,METER AND PANEL AS MAY PIM,AND WALLS,REINFORCED TO BE HELD AT CORRECT DISTANCE WITHOUT THE ENGINEERS APPROVAL.M16N STRE95M ARE AS FOLLOWS BE REQUIRED. FROM FORMS AND EARTH BY STEEL.CHAIRS OR TIES. FB■2,45",FV-�IOPSI,E-_2POOLOOPSI - ( } s3! / -' 4. ALL PLUMBING WORK TO BE IN STRICT ACCORDANCE WITH NYS.CODE b. FOLLOW GRS.I.RULES FOR PLALINI6 ALL REINIFORCIN6 STEEL AND 1. THE ARCHITECT SHALL PROVIDE GALaLATIONS TO THE CONTRACTOR FOR \ �� _� 20� - - I WITHOUT CERTIFICATE ENGINEERS: AND ALL APPLICABLE LOCAL REGULATIONS. ACCESSORIES. VERIFICATION OF LOADS AND BEAM SIZES WITH MFR PRIOR TO ORDERING a / N >'J ) OCCUPANCY RI AND MANUFAGRIRE. NOTIFY ARCHITECT OF ANY DISCREPANCIES,IN OF OCCUP �•„-- +188 ELECT CAL 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E.CONTRACTORS 1. CONTRACTOR SHALL SUBMIT CONCRETE MIX REPORT WITH COMPRESSION NRITIN6,SHOW THERE BE A PROBLEM. o� INSPECTION LIABILITY,WORKMANS COMPENSATION,COMPLETED OPERATIONS,ETC. TEST RESULTS TO MINER FOR REVIEW PRIOR TO STARTiN6 FOUNDATION �.. / 2 REQUIRED MONUMENT 22.3 + ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF CONSTRUCTION. 6. JOIST 51ZE5 AND SPACING&IVEN FOR DOU6-FIR LARCH#2 Ob= 1,1'15 FOUND SAME TO THE OWNER PRIOR TO GOMMENGIN6 WITH WORK. PSI N= 40 PSI AND E=11WO PSI). VERIFY SIZES WITH ARCHITECT IF +2i.4 / „Gr�iGKeN / L7 1AlNAGE tNSRECTiONS 8. REPRESENTATIVE TEST CYLINDERS SHALL BE TAKEN FROM THE CONCRETE OTHER SPECIES OR GRADES ARE USED. / /}�r/ - e O GODP � TAX C ntact TOS Engin- ARE REQU''TED 6. EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HIS INSURANCE PLACED EACH DAY IN ACCORDANCE WITH CONCRETE SPECIFICATIONS. LOT ��Ot"1�;h"t�tQt?i' g Tin L3, �kfiil,OR provide Eng ni ee Ct 65.1560 before covt?A6E(VJORKMANS COMPENSATION,LIABILITY,DISABILITY)TO TESTING SHALL BE PERFORMED AT 7 AND 28 DAYS. q; THE PM16N LIVE LOAD IN LIVING AREAS I5 40 PSF(DL=10 PSF)ATTIC � Qc / +:2/5 2 5 � th t the drains lied to THE THE OWNER PRIOR TO COMMENGI%WORK. EACH SUBCONTRACTOR SHALL LIVE LOAD 15 20 PSF(DL-5PSF)ROOF LOAD 15 30 PSF(DL.=10 PSF). +18.8 / $ NT) and c llCt`lOr�� 9e has been Installed to SUBMIT LiEN 5 PRIM TO REGUEST{MI6 FINAL PAYMENT. q• ALL MESH SHALL BE SPLICED 50 THAT THE OVERLAP BETNffEN OUTERMOST PO FENCE � � .1 (�/p.GA Code. GR0S NRE5 OF EACH SHEET 15 NOT LESS THAN THE SPACING OF THE ROOF SPANS AND SPANS IN LIVING AREAS ARE LIRTED TO A DEFLECTION 21-0 RAIL / (TOyy�y testing required. GROSS HIRES PLIS S TWO INCHES,U4LES5 OTHIERMSE SHOWN ON THE OF Ll'360. l 7. GONTRAGTOR SH,eJ.L AT ALL TIMES PROCEED WITH WORK AS TO MINIMIZE +2`.0 �- -� -� `� �� '' � '` �- OF THE RACTO I94ALL NI ALL AND SHALL E 50 INA WORKMAN-MINI DR��' pp5? $ �- � -2o' 206 / �OUTHOL� -708:5d 10. ALL CONGEALED SPACES IN WOOD FRAMING SHALL BE FIIRtSTOIPPED WITH WOOD BLOCKING ACCURATELY FITTED TO FILL THE OPENING AND �y FENG7 �` i O- / NT S 65�O Key Map: MANNER 10. ALL FOUNDATIONS SHALL BE CAST ONW151UZW OR CONTROLLED � RA � 1 COMPACTED SOIL HAVING A MINIMUM BEARING CAPACITY OF TAO WTONS ARRjAWAD TO PREVENT DRAFTS FROM MOVING FROM ONE SPACE TO - �3s -� t X22 k'' +C�- i RIGHTS) 8. ALL SALVA6EABLE MATERIALS AND EQUIPMENT INGIMIN&F1X'R11RE5, PER SQUARE FOOT MMS OTHERWISE NOTED(SUBJECT TO FIELD ANOTHER. _ f' / Must provide Manuals FMISHIN65 AND DECOR ITEM SHALL BE STORED AND PROTECTED FROM II. PROVIDE BRIDGING 8'-0'oz.MAX(SOLID OR GROSS BRIDGING). DAMAGE UN11L THE OWNER DETERMINES THE GCURSE OF ACTION TO BE INSPECTION AND VERIFICATION BY CONTRACTORS. \ J 1 , ` o' TAKEN WITH SAME. j2. NIoTGH�S OR HOLES FOR PIPING ETC.IN STRUCTURAL FRAMING MEMBERS TAX +2 - ---`, '� +A26 -tl D, J and S as pe;r II. MAXIMUM STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO TWO SHALL NOT BE PERMITTED. Q d PROTECT AND MAINTAIN EXISTING4UTILHTY LINES WEIGH ARE TO HORIZONTALLY WHERE ELEVATIONS GHANI6E. LOT o �� O PAYS Energy Code , REMAIN IN SERVICE IN SUCH A MANNER AS TO AVOID INTERRUPTION OF 13. DOUBLE JOIST5U4DER ALL PARTITIONS RUNNING PARALLEL HITH THE 12}-O2-2A• JOISTS. 100' 12. ALL RETAINING WALLS SHALL BE ADEGUATELY BRACED DURING 14. ALL FLOOR AND SKYLIGHT OPI:NINlfrS ARE TO BE FRAMED HITH DOABLE GON5IRUCTION TO MAINTAIN SAFETY AND STABILITY. BACKFILLING SHALL THESE LINES. UN S 5 OTHERWISE NOTED,ALL EXISTING UTILITIES SHALL BE ALTERED,GAPPED,OR RELOCATED IN A MANNER APPROVED BY THE NOT BE PERMITTED JJNTIL CONCRETE HAS ACHIEVED qO:G OF THE SPECIFIED HEADERS AND TRIMMERS,FULLY JOINED WITH STEEL BRIDGES OR`1EG05`. UP L'�G h 60VElRNMENTAL AUTHORITlE5 ANDUTILITY GOMIPANIES HAVING JURjSDIGTiON _sa ITER, +31 7 , I ,. ; . SO AS TO 6VARANT'EE A COMPLETE INSTALLATION. D1 16N STRENGTH. yV eoo o�b5u 15. TO ELIMINATE THIS HAZARD of MOISTURE CONDENSATION M GOLD -�. �, �'Uu$F(„� +so.� Nit� � � a�'1�.��.�aa�'� ' p . Ll .�e 13. ALL CONCRETE 5HIN1 ATTAIN A MINIMUM STtZEM1GIH OF 3,000 PSI 0.28 )'BATHER, AND TO PERMIT THE ESCAPE OF HEAT IN HOT HEATHER. � � a- �?U.'?CD \\ s 5plt O are sa, dhu: 11. CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL EXISTING WORK VENTILATION OF ATTIC AND CRAP L SPACES S REQUIRED. MOCKIN6 AND O -32- - DAYS.FOUNDATION,SLABS ON 6RADE AND CONCRETE EXPOSED TO /d �- °0' vwr M r d ADJACENT TO HIS WORK,OR DAMA6ED AS A RESULT OF HIS WORK. WEATHER SHALL BE AIR ENTRAINED. BRIDGING SHOULD BE ARRANGED 50 AS NOT TO IM'ERF13M WITH THE `� VfM EXI511N&MATERIALS ARE TO BE MATCHED,CARE 15 TO MOVEMENT OF AIR TAKEN IN BLENDING COLORS AND REPLIGATIN6 ADJACENT FORMS AND 14. ALL CONCRETE REINFORCINIG STEEL SHALL BE IN ACCORDANCE WITH ASTM -( � �� \ _ _ g4 -` `- �" $ ' 1-�9E31(\^ LOCATION w A-bl5 6RADE 60 DEFORMED BARS. Ib. ALL CATHEDRAL GEILINGS SHALL WAVE CONTIM1011� VENTILATION FROM v/ v l - /p P to 0 l D io0p IWi7W� li�L'f LUj�nC�,ltti YYI�:t�E VI 51� CONTOURS. EAVES TO RIDGE.SIZE INSULATION ACCORDINIGLY.PROVIDE 3/4 d o. VENT OW. BE THIS RESPONSIBILITY 15. WELDED WIRE MESH SHALL BE IN ACCORDANCE WITH ASTM A-185. HOLES A5 NEEDED THRU VM16W FRAMING TO MAINTAIN CONTINUOUSp / _\ _ y +35.6 \ .. &.WATER LIMES NEED o, IS 12, BEFORE SUBMITTING ANY PROPOSAL,IT 51ALL VENTILATION. � 36 __ \ $ RpIL �' / 1'1=5�'L, f3EF0!?t„(;p V. I 14 4 36.9 - cj'( V .P,.Nov OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL EXISTING 16. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN 17. DOUBLE JOISTS UNDER ENTIRE BATHROOM AREA I N LESS OTHERMSE NOTED. + _� � ` FOtw�To 5 - w �(�� CONDITIONS,MATERIALS TO BE MATCHED,WORKING SPACE AVAILABLE, ONE OPERATION GOMSTRUGTION JOINTS SUCH A5 A DAYS POUR JOINTS Q _- Ff- J:? NE �0 SAFETY PRECAUTIONS,ETC.REQUIRED FOR THE SAFE AND EXPEDITIOUS SHALL BE LOCATED IN TFE MIDDLE OF THE SPINO MAIN REINFORUN6 TO 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REC,�JIRED INSPECTIONS of THE ROUGH AND FINAL FRAMING \ \ S _ �j�TR-�R110N :.: f \ y�1 ) S 6 1� ® v EXECUTION OF THIS CONTRACT. FAILURE TO DO So HILL NOT BE RUN THROU&H THE JOINT,KEY AND ROIGFEN JOINTS TO EXPOSE Iq. THE CONTRACTOR SHALL INCORPORATE ALL REQUIRED STRAPS,ANGLES, �� _ CAUSE FOR EXTRA cows To THE OMCR OR oWBRS REPRESENTATIVG�i. A66RE6ATE FOR O EMICAL BOND. TIES,SUPPORTS,BTG.AS MAY REQUIRED FOR PROTECTION OF n - ~ $ 6,0,13 CONTACT THE ARCHITECT IMMEDIATELY iF FIELD CONDIT06 ARE R• NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT A5 SHOWN ON STRUCTURE FROM FORGES OF NATURE. THIS 0CLUDES, ROOF TO ROOF; ! ROOF TO WALLS;WALLS TO WALLS AND WALLS TO FOUNDATION. THESE RApST $ --_ - Fou g -- FOUND TD BE OTHER THAN THOSE SHOWN HEREON PRIOR TO PROCIfDINb THE DRAMN65,WITHOUT THE APPROVAL OF THE ENGINEER FASTENERS/TiES SHALL BE AS MFR'D BY SIMx�OMI OR APPROVED EQUAL. 5 � -gb- WITH FORK AFFECTED BY SAME. 13. CONTRACTOR SHALL VERIFY ALL DIM�EN510MI5 PRIOR TO 18. MMXIMI M LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION SHALL �u'J g84 ��,� _Q' BE Nb MORE THAN TWD GOHJSECa1TNE COLJt�N H^IM.OR 60 FEET. W �QOA FABRICATION. S ro �"'o -,�-- 513�o " y. sbse sb.a9 CONCRETE CONTRACTOR TO BE RESPONSIBLE FOR SETTING ALL ANC+MINFORMATION- P _ S 1 +se!3 3b � 14. DISOMPANCIE S,ERRORS,OMISSIONS,ETC.,IN ANY PORTION OF THE Iq. DEAD LOADADLOSSR DRAWINI&S WHICH ARE AT VARIANCE WITH THE LAW ORDINANCES,RUES BOLTS AND LEVELING PLATES. AVERAGE DEAD LOADS SHALL NOT EX FOR B POR FOR all / R00FS/GEILING ASSEMBLIES OR 10 PSE FOR FLOOR �� J---�„_`x----"""x a' +se.r / = - +8� ARCHITECTURAL DESIGNS, PLL C OR R1iJI.ATIONS,BEARING ON THE CONDUCT OF THE WORK SHALL BE �O• PROVIDE GONTINIJdU5�x6 TREATED SILL PLATE OVER TERMITE SHELL`-LD ASSEMBLIES. _ 3, _ REPORTED PROMPTLY TO THE ARCHITECT. TIED INTO FOUNDATION WALLS WITH V28 ANCHOR BOLTS 8'-0"ot. (I'-0' LIVE LOAD PER R 8015 M�n _ -�e- _�,,,,y am.. -" 4250 VETERANS HIGHWAY,STE�040W HOLBR00K,NY I1�141 15. IF CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFER MAX.I"ALL CORNERS)WITH 10'min EMLIEDMENT.PROVIDE SILL •UNINHABITABLE ATTICS WITHOUT STORA6E LIVE LOAD �/ ( (1 o - -4-Bea +98.E / - --'= ox oN .--�� to 1. (631 ) 311-1041 fax (631 ) 314-1044 FROM KHAT 15 SHHOWN ON DRAMN65,THE ENGINEER SHALL BE `- AND GROUT SILL PLATE TO WALL. UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 rl r' i 01� .DN/0.1,6--_ -�- '- ! �- 21. FLOOR SLABS ON 6HRADE TO BE 4"POURED CONCRETE WITH 6X6/1.4XI.4 HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 t NOTIFIED IMMEDIATELY AND WORK SHALL NOT PRO6RES94AITIL � +39.43 �� - -- p�- I ALL PROBLEMS ARE RESOLVED TO THE SATISFACTION OF THE 6A.WIRE REINFORCING AND STEEL TROWEL FINISH. PROVIDE 1/2' BALCONIES(EXTERIOR)AND DECKS 40 H-3a, p� E�-��- �. PREMOUL.DED EXPANSION JOINTING AT FLOOR SLAB AND FOUNDATION -- _`_ �" '� -�" �_ - TAX EN6tNEER FIRE ESCAPES 40 .-- �j off �`-..:�'""�,� r,,., f:* � �F► WALL. PROVIDE2"(R-10 min)RI&O INSULATION-'-0'EACH WAY (FOR BARD AND HHANDRAILS �� +40.36 -� '- �_- LOT T �p.�. Ib. ALL SUBCONTRACTORS SHALL BE RESPONISIBLE FOR FILING AND GUARD INFILL� 50 �ko -.- _.-•-"�i---~"" off 122- t t?"" HEATED SPACES). PA56ENSER VEHICLE 6ARASE 50 ��� d+ � J_ 100- p1-5 d "' ' „ OBTAINING APPROVALS FOR THEIR WORK WHICH MAY BE REQUIRED. GRADE SFIP�L HAVE THIGKENIk55 DEPRESSIONS, ROOMS OTHER THM SLEEPING ROOH� 40 / `H ROXIMA� ��- 22. ALL 51AB6 ON A _-.. TAX RB5IDBNGB ":Id L'''"w 'CCtlf ".17. ALL SUBGONIIRAGTORS SHALL PROVIDE ALL EQUIPMENT,TOOLS,FENCES, OPE:NING5,ETC.,AS REQUIRED OR AS SHOWN IEREIN OR ON � `�'��' �S � \ �t��-- � _oGATION ....w+ ,,�--- �._. LOT (FUBL}G t0 OV,r! 'r 172. THRANSPORTATIoN,SAFE6VARDS,ETC.,A5 REOUIRED FOR THE PROPER ARCHITECTURAL DRAWINGS. STAIRS 40 �� .-- O1-g \ TER) � �� �*-� I Col' EXEumoN of THEIR WORK, \ '-'"'-� HATER "- J00-122- MIN. 422- WA �"� ta..�. �,,, M. PROVIDE POCKETS IN WALL.FOR COJJMM4��,. MIN.ROOF LIVE LOADS TABLE R 8016 \ ® ��--°" �, _.,. - ""'- TAX l0 - GB �.---- RB5JI- MINIMUM BEARING ON WALLS OR BEAMS: 4-FORR SLABS,8 BEAMS, TRIHUTARY_ADED AREA N --�� 1 OT 0. ANY DEVIATIOMS FROM THE ARCHITECTS DRAWINGS MAST BE SUBMITTED UA.N. SSWARE TRUCTURAL FOR ANYMEMBER \ _ 1p4-122-01-3 \ (pUgLiG nj 0'1/21/18 A5 PER TONN COMMENTS TO THE ARCHITECT IN WRITING FOR APPROVAL. 0 TO-200 -'- TQ`X RB5IT�ENGB Yyp.TBR> UMBER CERTIFICATION 24. Top ELEVATION OF SLABS SHALL VARY ACCORDING TO FINISH FLOOR T (PUeLIG \ ON EAD CONTENT BEFORE No. Date Revision I-( EACH CONTRACTOR AND SUBCONTRACTOR ACTOR SHALL BE RESPONSIBLE FOR MATERIAL.SEE ARCHITECTURAL DRAMNSS. INCHES PER FOOT +41.2 01-2 MAINTAINING SAFETY ON THE JOB SITE DURING THE GONSTIaUGTION PHASE TO \ 10Rp 5��1GB \ yyATBR) CERT FICATE OF OCCUPANCY COMPLY WITH THE REGULATIONS AND REQUI OF THE OCCUPATIONAL 25. MANY APPROVED GOMSTRUG110N JOINT,PR01/IDE2'X 4'KEY MIN.ANID24 tISE 4 IMY.HES PER FOOT :3 To Ib 14712 SAFETY AND HEALTH ADMINISTRATION. THIS SHALL MCLVX BUT ARE NOT BAR DIAMETER LAP 06'MIN)OF REINFORCING,EXCEPT FOR SLABS ON THAN 2 WES PER FOOT -V,6,9 7 \ SOL ER USED IN WATER LIMITED TO: PROVIDING ALL NECESSARY TEMPORARY SUPPORTS AND GRADE. T 5 PER FOOT(I:U AND 12D _LOT 01-1.1 \ \ (PUB ER) Project Manager: EAB BRAGi�r AS MAY REQIJIIRED PRIOR TO THE THE INSTALLATION OF MLEJN 26• SAB oN 6RADE SHALL BE POURED IN STRIPS.CONSTRUCTION OR 1?-2-NCB WA SUPPLY SYSTEM CANNOT r-- STRUCTURAL ELEMENTS,AS HELI.A5 ADEWATE AND PROPER BARRICADES, CONTROL JOINTS SHALL HAVE A MAXIMUM SPACING OF 30-0N EITHER 1p0 IDB \ \ EXCEE 2/10 OF i'o LEAD. Project Architect: ERIK A. BJORNEBY R.A. RAILIN65,LIGHHTINI6,STAIRS,ETC.REQUIRED TO PROTECT THE WORKMAN, DIRECTION.MAXIMUM AREA OF POUR SHALL BE 2100 50.FT. 5>T T,V X1'1 LE �(P }�/P.T \ Project Designer: OWNERS PERSONNEL AND OTHERS FROM IN JJRY DUE TO CONSTRUCTION 2"L ALL WALL AND PIER FOOTIN65 5 4ALL BE MINIMUM 12'THICK AND PROJECT DEFLECTION Y CL.0 WORK. PROVIDE FREE AND SAFE PASSAGE FOR PERSONS TO AND FROM RAFTERS HHAVIN6 SLOPES 6REATER THAN 3112 NTH LA80 \ \ Drawn by: GLI AREAS AND FACILITIES WHICH ARE TO REMAIN. b"MINIMIM BEYOND ALL FADES OF WALLS AND PIER5 UN E56 OTHERWI5E FINISHED CEILING NOT ATTACHED TO RAFTERS NOTED. INTERIOR HALLS AND PARTITiONIS HAW 20. FIGURED DIMENSIONS SHALL 60VERN SMALL SCALE DRAMNSS AHE RE 28. 6ROUT VSiD SHALL BE NON-FERROUS NDN-5HRING GROUT BY N-PAKT AND FLOORS L/360 9 _A_ \ Checked . EAB DIMENSIONS ARE ESTABLISHED BY CONDITIONS. IF EXISTiNI6,EACH SHALL ATTAIN A STMM114 OF 4,000 PSI IN'1 DAYS. CEILINGS MTH BRITTLE FINISHES L/360 � � Design No.:: Date: coNTRACTOR SHALL MEASURE EXISTING coNDITIONS PRIOR TO ORDER1% (INGUM&PLASTER 4 STUGC.0) ZONING INFORMATION LIST OF DRAWINGS MATERIALS AND COMMENCING WITH WORK 24. ALL SLAB TEMPERAV;W REINFORCEMENT TO BE FIBERNB-5H CONCRETE MLIN6 WITHJ FLEXIBLE FINISHES Woo REINFORCEMENT AS MANUFACTURED BY FI1 SH 60.OR APPROVED pNCWM&VIISH BOARD) 06/21/16 ALL OTHER STRUCTURAL MEMBERS U40 SITE AREA: 36,162 S.F. DOB Job N o. BULK RE6i)LATIONS I-FAMILY DETACHED DNELLIN6 BULK REGULATIONS FOR ACCESSORY BUILDING _21. 6E4ERAL CONTRACTOR AND HIS SM ARE RESPONSIBLE FOR ALL LAY- EQUAL. MIXING AND PLACEMENT SHALL BE N ACCORDANCE TO EXTERIOR WALL-HIND LOADS KITH PLA IM OR W%O (6ARA69 T-I SITE PLAN, NOTE5 4 ZONN& INFORMATION ;t �� i OUT WORK, INGLUDINIG SPECIFIED LAY-OUT DRAMNSS AS REQUIRED. MANUFACTURERS SPECIFICATIONS. STUCCO FINISH AREA CALCULATIONS REWIRED PROPOSED BUILDINH6 N R.OFM ROOF REWIRED PROPOSED 6ENERAL CONTRACTOR SHALL COORDINATE RESPEGiNE SUBCONTRACTORS EXTERIOR WALLS-WIND LOADS WITH OTHER BRITTLE FNISH5 W240 EN-I ENERGY CONSERVATION GODS 50 AS NOT TO CAUSE UNDUE HARDSHIP,DELAY AND INTERFERENCE WITH EXTERIOR WALL5AIN1D LOADS WITH FLEXIBLE FINISHES H/120 PROPOSM MIN.LOT SIZE 40OW Sr. 36,162 5F. MAX BUI.DIN5 H EI6NT 22 FT. 12 FT. j CONDUCT OR FORK. 51EEL LINTELS%"ORTINS MASONRY VENEER WALLS L/600 BASEMENT W7 S.F. A-1 PROPOSED FOUNDATION PLAN, I i n - Pn18 -22.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS FORK FROM THE FIRST FLOOR(LIVABLE) 887 S.F. MIN.LOT NMDTH 150 FT. X00 FT. MIN.SIDE YARD 15 FT. 20.1 FT. I 1! NOTES 4 LEGEND SITE AND DISPOSE OF IN A LEGAL MANNER ON A MEEKLY BASIS OR SOONER I. ALL STEEL.FABRICATION AND ERECTION SHALT CONFORM TO AISG CODE COMPLIANCE NOTES STs EP L0 PEN POSH , _=5 S..F. MIN.LOT DB'M 115 FT. �0 FT. MIN.REAR YARD 15 FT. 114AFT. A'2 F. NPROPOSED =IRST FLOOR R ROOF PLANS, _a I ,tom• 1F CONDITIONS WARRANT. SPECIFICATIONS FOR STRUCTURAL STEEL,LATEST EDITION. ;•: , MIN.FRONT YARD 50 FT. 50 FT. MAX FLOOR AREA 750 SF. Boo SF. T 23, AT THE COMPLETION OF WORK,THE SITE IS TO BE CLEARED OF ALL 2• ALL STRUCTURAL STEEL SHALL BE ASTM A-96,EXCEPT STRUCTURAL TUBE 5TE:1'S 4 OPEN PORCH(RIGHT SIDE) �3 5F. A-3 PROPOSED ELEVATIONS `'' LD DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM WHICH SHALL BE ASTM A-VO GRADE B.AND STRX1LIRAL PIPE WHICH BUILDING PLAN REVIEW NOTE: STEPS I OPEN PORCH(LAP POOL) 34 SF. MIN.SIDE YARD B FT. 36 FT. MAX DORMER MYTH 40%OF ROOF WIDTH WA GLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL SATISFACTION SHALL BE ASTM A501. TOWN OF SOUTHOLD BUILDING PLANS EXAMINER SHALL REVIEW THE DETACHED GARAGE 300 SF A-4 PROPOSED ELEVATIONS OF THE MER PRIOR TO RELEASE OF FINAL PAYMENT. ENCLOSED DOCUMENT FOR A MINIMUM ACCEPTABLE PLAN SUBMITTAL MIN.BOTH SIDE YARDS 55 FT. B02 F1'. MIN.PW YAW 50 FT. 608 FT. Drawing Title: S. ALL STRUCTURAL STEEL USED AS EXTERIOR WALL LINTELS SHALL BE REQUIREMENTS OF THE TOWN OF SOUTHOLD AS SPECIFIED IN THE BUILDING TOTAL 'B UIL.DIi S,AREA" IA12 S.F. MIN.REAR YARD 5o FT 165 FT A-5 PROPOSED SECTION, DETAILS, NOTES 4 24. THE ARCHITECT HAS NOT BEEN RETAINED FOR ADMINISTRATION OF THE GALVANIZED. AND/OR RESIDENTIAL CODE OF THE STATE OF NEA YORK. THIS REVIEA LOT COVERAGE 4_2% PLUMBING RISER DIAGRAM CONSTRUCTION of THIS PROJECT. DOES NOT 60ARANTEE 4. BEAM CONNECTIONS SHALL BE DM16WD TO WITHSTAND OW-HALF THE g16NATIIIRE OF THE DESI&)PROFESSIANCE ONAL HAS BEEN INTERPRETED AS AN FLOOR AREA -2,20 SpITH THAT CODE. THE SEAL AND . LIVABLE Ff.00R AREA 1550 SE. 887 Sr. SITE FLAN, NOTES 4 ZON I NCS 25. CONTRACTORS SHALL COOPERATE WITH ALL OTHER TRADE5 AND WHERE MAXIM IN ALLOWABLE UNIFORM LOAD FOR THE PARTIGUL.AR BEAM AND ATTESTATION THAT,TO THE BEST OF THE LICENSEE'S BELIEF AND FLOOR AREA RA710(PAR) 6.4% MAX.LOFT COVERAGE 2O%r=SFJ 42%PX2 S.F) INFORMATION REQUIRED INSTALL ALL BUILT-N WORK,SL MVE-S,INSERTS,ETC,AS SPAN CONDITIONS SHONI4 OR THE LOAD INDICATED ON DRAWINGS, INFORMATION,THE WORK IN THIS DOCUMENT: REQUIRED FOR A COMPLETE JOB. WHICHEVER S GREATER -15 ACCURATE, LIVABLE FLOOR AREA 887 S.F. MAX.BUILDING HEIGHT 35 FT. 1`73 FT. -26. SE NYS.BUILDINi6 CONSTRUCTION CODE MANUAL FOR REQUIRED WOOD 5. WELDING SHALL BE N ACCORDANCE WITH ANHS SPECIFICATIONS 16146 -CONFORMS WITH THE 60VERNIN6 CODES APPLICABLE AT THE TIME OF 1 ;WN)ME1ER OF STORIES .Z V2 STORIES I STORY FRAME NAILING SCHEDULE. E10-XX ELECTRODES. SUBMISSION, b. ALL BOLTS SHALL BE ASTM A-325N AND SHALLBE INSTALLED TO A%W -�� WITH THE REASONABLE STANDARDS OF PRACTICE AND WITH rowing Scale: AS NOTED CONDITION AS DEFINED N AISG SPECIFICATIONS. VIEW TO THE Architect: Drawing No.: PA I NTI N� SAFEGUARDING OF LIFE,HEALTH,PROPERTY AND PUBLIC NEL.FARE, ERIK A. BJORNEBY R.A. I. ALL STEL AFTER FABRICATION SHALL BE THIOROU&I LY GLEANED OF RUST, 1. ALL WELDERS SHALL BE GURRENTI-Y CERTIFIED.THE FOLLOMN6 -15 THE RESPOMSIBIL17Y OF THE LIGEMISIE. DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN MATTER.AFTER CLE MINIS, GERTIFIGATIoNS ARE ACCEPTABLE: MEW YORK STATE,NEW YORK CITY STEEL SURFACES SHALL,BE SHOP41RIMED WITH ONE COAT OF METAL DEPT.OF BUILDIN65,OR TESTING LABORATORY CERTIFICATION TO THE NYS GORE COMPLIANCE �� ARC PRIMER M7JLL.t^IET'TIN6,APPLIEDTO BE SELECTED AND EVENLY TO FAINT ATS AM CODE. �0 �' p. BJOR ��j� TO THE BEST OF MY KNOWLED6E,BELIEF AND PROFESSIONAL JUDGEMENT, T- 1 SURFACES,AND FREE FROM SPRAY DMT,RUNS OR SA65. INT EE PLANS AND SPECIFICATIM CODE ARE IN GOMPLIUNGE WITH THE 2015 GL i MAT I G 4 GEOGRAPH i G DESIGN GRI TER I A �� .� N000 `HOOD INTERNATIONAL RESIDENTIAL GORE WITH NYS 2017 UNIFORM COVE �� - t3 _2. PRIMER SHALL BE RUST-O-L.15Jf+1 100 RUST-1N�HOTN6 PRIME2 OR I. ALL LAR SHALL BE DOUGLAS FIR LARCH NO.-A IF$-8-i5 PSI,FV= a5 �-E�. & WIND DESIGN SEISMIC ININTER GE BARRIER APPROVED EQIIVALEM.SECONID GOAT SHALL BE RUST-O-LEUM 1060,oR PSI,E = Iboopoo Ps1,MAXIMUM MOISTURE CONTENT< Iq�. SUBJECT TO DAMAGE BY ERLAY- 1=LDOD AIR MEAN \;��.' APPROVED EGIVIVALENT. EMERY CONSERVATION CONSTRUCTION CODE COMPLIANCE SNOW SPEED OP06RAPHIC SPECIAL WIND WIND-BORN DESIGN DESIGN REEZING ANNUAL � WEATHER- FR05T LINE MENT HAZARDS 2. ALL STUD LUMBER SHALL BE DOUSL.A5 FIR LARCH STUD 6RADE,FS- 615 TO THE BEST of MY KNONI D6E,BELIEF AND PROFESSIONAL JIV6EMENT, LOAD (Mph) EFFECT REGION DEBRIS ZONE CATE6OR INC DEPTH TERMITE TEMP. REQUIRED INDEX TEMP. 3. AFTER EREGTTON,TOUCH 4P ALL FIELD GOMJEGTTONS AND ABRADED PSI,FV = 015 PSI,E= 1,400,000 PSI,MAXW MOISTURE CONTENT(10. THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE:WITH THE 2015032438 QQ' SURFACES WITH SAME TYPE OF MATERIAL U5ED FOR SHOP GDATIN5. INTERNATIONAL ENERGY CONSERVATION CON57PXTION CODE:WITH NYS 1 MILE FROM ,- " MOD. TO FEMA; 5qq 51 �T�1Or NEVN t, Sheets in Contract: 2017 SUPPLEMENT.003.2.1 OF THE EGGG) 25 P5F 136 mph NO NO COAST AND FL B SEVERE 3 O HEAVY IS YES ZONE X � 1 of 7 Project: PROPOSED RESIDENCE 4525 t50UND AN/E REScheck Software Version 4.6.3 Section Section PlansVe+rlfled FieldNotified MAT 17UCK, NY 11152 REScheck Software Version 4.6.3 # Foundation Inspection Complies? Comments/Assumptions # Framing /Rough-in inspection value Value Complies? Comments/Assumptions Inspection Checklist &Req-'° &Keri-'° Compliance Cert'f'c ate 303,2,1 A protective covering is installed to ;❑Complies ;Req uirement will be met. 402.1.1, i Door U factor. U-- U-- ❑Complies :See the Envelope Assemblies (F011]2 protecte�osedexterior insulation j❑DvesNot 402.3.4 i !❑Does Not ;table for values. DIST• (000 SGT: � LJLi�: O) LOT: 2� and extends a minimum of 6 in.below' IFR1]1 ; j Energy Code; 2Q15 IECC grade ;❑NotObservebte� ; '❑Not Observable o ;❑Not Applicable , ZONE: R-4O Requirements: 100.0%were addressed directly in the REScheck software ❑Not Applicable 'V it 403.9 Snow-and ice-melting system controls'❑Complies Exception:Requirement is not applicable, 402.1.1, ;Glazing 1.1-factor(area-weighted U-- U- ❑Complies ;See the Envelope Assemblies Project Text in the Comments/Assumptions'column is provided by the user in the REScheck Requirements screen, For each [Fo12]2 ;installed, ;❑Does Not ? 40z.3.1, average). 'table a Eetivel requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception ❑Does Not ��, 4023.3, : is being claimed.Where compliance is itemized in a separate table,a reference to that table]s provided. :ONotobservable; CONTRACTORS: Energy Code: 2015 IECC 402.5 i []Not Applicable ❑NotA licable 402.3.6, E �❑Not Observable Location: Mattituck,New York Section Plans Verified Field verified Additional Comments/Assumptions: IFR2]1 1 Construction Type Single-family # Pre tnspection/Plan Review Value Value Complles7 Comments/Assumptions . &Req ID Project Type: New Construction 303.1.3 ;1.1-factors of fenestration ucts 103.1, `Construction drawings and ❑Complies :Requirement will be met P� ❑Complies ;Regtircment will be met Conditioned Floor-Area: 0 ft2 103.2 Idocumentationdemonstrate ❑Does Not [FR4]1 are determined in accordance ❑Does Not Glazing Area 18% [PRI]1 energy code compliance for the I with the NFRC test procedure or ;building envelope.Thermal Not Observable ❑Not Observable ❑ ltakenfrom thedefaulttable, Climate Zane: 4 (5331 HDD) 0. ;envelope represented on []Not Applicable I ❑Not Applicable Permit Date: ;construction documents. : 402.4.1.1 ;Air barrier and thermal barrier ❑Complies :Requirement will be met Permit Number. 103.1, :Construction drawings and ❑Complies !Requirement [FR23]1 1installed per manufacturer's will be met ,, ❑Does Not 103.2, doceentationdemonstrate ❑does Not " Instructions, Lim Construction Site: Owner/Agent: Designer/Contractor: 403.7 ;energy code compliance for []Not Applicable Not Observable ' []Not Observable 9525 Sound Ave Erik Siomeby (PR3]1 ;lighting and mechanical systems. ; 5 toms serving multiple ❑Not Applicable 402.4.3 Fenestration that is not site built i❑Com Iles R urement will be met Mattituck,NY 11952 EAB Architectural Designs S Ys g p t p 4250 Veterans Highway ;dwelling units must demonstrate ( ] g ❑Does Not Suite204DW ;compliance with the IECC 20 A listed and labeled as meeting Holbrook,NY 11741 y ICommercial Provisions. iorha /WDMation rates per NFC Not Observable ENGINEERS' or has infiltration rates er NFRC ❑ 400 that do not exceed code ❑Not Applicable j 631-319-1047 302.1, Heating and cooling equipment is Heating: ; Heating: ❑Complies ;Requrement will be met Ilimits. erikb@eabarchikecture.com 403.7 sized perACCA Manua(S based Btulhr 1 Btu�lhr ❑Does Not 402.4.5 IC-rated recessed lighting fixtures i z (FR16] sealed at housing/interiorfinish ❑Does Not note tion:R ti [PR2J on toads talc elated per ACCA Cooling: Cooling: ❑Not Observable ; 213cP P eq cement is #a Manual J or other methods gtul/hr- Btu/tnr ❑Not Applicable and a bele to indicate 292 0 cfm []Not Observable applicable. ,...:- , ,. A,...:,-:. ."�:,' r". ... r;,r✓ :-...-. �...__,.v_ .._._..>.� y he code official. i Ileakage ❑Not Applicable ��.: . rte.• �..:,.__-_ -._..__,w..---...,..-.__-__ .-,.. _..w.-,�. _....___...,�___..-,_,-... ...._.._._...--.__ ...._.�,_..-_. ._, PP approved Compliance: 18.9%Better Than Code Maximum UA: 233 You UA: 189 Maximum SHGC: 0.40 Your SHGC: 0.33 The%Better orWofse Than Code Index reflects how close to compliance the house is based an code trad"If rules. Additional Comments/Assumptions: 403.2.1 ;Supplyan>=R-8wuctsluctis ,❑Complies :complttOyinsidslocated It DOES NOT provide an estimate of energy use or cost mlati•✓e to minimum-code Mme. (FR12]1 : -3ininsulated es R-8 where d uct is ❑Does Not completely inside the >�3 inches in diameter and>- Not Observable ;building envelope. R-6 where<3 inches.Supply and ❑ Envelope Assemblies rettmducts inother portions of ❑Not Applicable the building insulated>e R-6 for diameter>-3 inches and R-4.2 pill 11 1 .for<3 inches in diamemr. 403.3.3.5 Building cavities are not used as ❑Complies :Requirement will be met _ y [FR1513 ducts or plenums ❑Does Not Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 815 30.0 0.0 0.033 27 []Not Observable Key Map: : Wall l:Structural ❑Not Insulated Panels 1,379 24.0 0.045 49 Applicable 403.4 HVAC piping conveying fluids R- ; R- ❑Complies ;Exception:Requirement is Window 1:Wood Frame:Double Pane with Low-E 245 0.290 71 SHGC:0.31 below 55 4F are insulated til (FR 17]2 above 105 of or chilled fluids ❑Does Not :not applicable Door 1:Solid 56 0.330 18 iF 3• ;❑Not Observable ❑Not Applicable cell WPrr Ceiling1:Structural Insulated Panels(SIPS 942 40.0 0.026 24 403.4.1 ;Protection of insulation on HVAC ' Reqa� �" ) I ❑Complies ;Exception: uirementis f P � Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other (FR24]1 (piping. ❑Does Not :not applicable ' b�c°j~ �'rrP Q calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC req drements in ❑Not Observable ; { p P REScheck Version 4,6.3 and to comply with the mandatory req utirements listed in the REScheck Inspection Checklist ❑Not Applicable v 403.5.3 Hot water pipes are insulated to R-_ R- ❑Complies ;Requrement will be met Erik A.Biomeb ,RA (FR18]2 .2R-3. []Does Not � S�A� Name-Title Signature Date ❑Not Observable ; o�b`lo ❑Not Applicable r�' Sound Ase C'd sa 403.6 Automatic or gravity dampers are ❑Complies ;Requirement will be met (FR19]2 installed on all outdoor air ❑ intakes and exhausts. Does Notes R []Not Observable ty c ❑Not Applicable ftLOCATION " 'VIZ. 1 High Impact(Tier 1} 2 Medium Impact mer 2) 3 Law Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 5ITE ID Project Title: Report date: 06114JIS Project Title: Report date: 06/14118 Project Title: Reportdate: 06/14/18 Project Title: Report date: 06/14/18 Data filename: Z1EA6 Architectural DesignslKennedy Res_9525 Sound Ave19525 Sound Ave REScheck Page 1 of 9 Data filename: ZAEAS Architectural DesignslKennedy Res_9525 Sound Ave19525 Sound Ave REScheck Page 2 of 9 Data filename: e: Z1EAB Architectural DesignslKennedy Res_9525 Sound Ave19525 Sound Ave REScheck Page 3 of 9 Data filename: ZAEAB Architectural DesignslKennedy Res_9525 Sound Ave19525 Sound Ave REScheck Page 4 of 9 061418.rck 061418.rck 061418.rck N Additional Comments/Assumptions: rT section Section Section ARCHITECTURAL DESIGNS, PLLC Section Plans Notified Field Verified Plans Verified Field VeNfted Plans Verified Field Verified Planz4erifled Field VeNfled V Instillation Inspection Complies? Comments/Assumptions # Final inspection Provisions Complies? Comments/Assumptions # Final hspectlon Provisions Complies? Comments/Assumptions # Final Inspection Provisions Compiles? Comments/Assumptions Value Value &Re ID Value value &Re ID Value Value &Re ID volae Value &Re .ID q• q• R- 4250 VE'T'ERANS HIGHWAY,STU040W HOLBROOK,NY II141 _ 'See the Envelope 303,1 ,Alf installed insulation is labeled ❑Complies :Requirement will be met, 402.1.1, ;Ceiling irtsu/ation R-value. R-- R- ❑Complies � 403.6.1 All mechanical ventilation system I ❑Complies ;Exception:Requirement is 401.3 ,Compliance certificate posted. ❑Complies ;Requrement will be met tel. ( 631 ) 311-1047 fax ( 631 ) 311-1044 (IN73]2 or the installed R-values ❑ 402,2.1, ; ;table for values. F125 2 fans not 2 Does Not ; ❑ Wood ;❑ Wood ❑Does Not [ l part of tested and listed ❑Does Not :not applicable (FI7] r ❑Does Not provided. 402.2'2' Steel Steel HVAC egjpment meet efficacy tr ❑Not Observable ❑ ;❑ ❑Not Observable ; []Not Observable 402.2.6 and air flow limits. []Not Observable I ❑Not Applicable [Fll]t ; ; ❑Not Applicable 402.1.1, ;Floor insulation R valtae. R-_ ; R-_ ❑Complies ;See the Envelope Assemblies ❑Not Applicable ❑Not Applicable ] Ii 403.2 Hot water boilers supplying heat ❑Complies ;Exception:Reequrermentis 303.3 ;Manufacturermanuals for _ ❑Complies ;Regtirementwill bemet 402.2.6 ; Wood Wood ❑Does Not ;tebleforvalues. 1F12612 throughone-ortwo-pipe heating ❑Does Not :not applicable. [FI18]3 jmechanical and water heating ❑ ❑ 303.1.1.1,;Ceiling insulation installed per []Complies ;Requirement will be met systems have outdoor setback ❑Does Not [INl]1 Steel Steel r y ;systems have been provided. ; ❑ :❑ ❑Not Observable 303.2 manufacturer's instructions. ❑Does Not : control to lower boiler water ❑Not Observable []Not Observable ; 0 1 !❑Nat Applicable IF1211 Blown insulation marked every 1temperature based on outdoor ❑Not Applicable ❑Not Applicable 300 ft2 []Not Observable P PP ' ❑Not Applicable temperature. Additional Comments/Assumptions: 303.2, ;Floor insulation installed per ❑Complies ;Req uirementwill bemet 4035.1.1 Heated water circulation systems ❑Complies ;Exception:Requirementis 402,2.3 Vented attics with air permeable ❑Complies ;Exception:Req urement is FI28 a have ttrrt The 402.2.7 :manufacturer's instructions and ❑Does Not 1 I 7 pump. ❑Does Not not applicable- (Fl22J insulation include baffle adjacent ❑Does Not not applicable [IN2]1 Cin substantial contact with the []Not Observable to soffit and eave vents that system return pipe is a dedicated 1 ;underside of the stlafloor,or floor i []Not Observable ' ream pipe ora cold water supply Ifremi cavi insulation is in []Not Applicable extends over insulation. pipe.Gravity and thermos- ❑Not Applicable e m9 cavity ❑Not Applicable P h+ contact with the hop side of 402.2.4 'Attic access hatch and door R- R- ❑Com lies Requirement will be met syphon circulation systems are ;sheathing,orcontinuouas 1 ; P not present Controls for [F131 insulation zR-value of the ❑Does Not circulating hot waters tem rtnsulation is installed on the g system :adjacent assembly. ;Location on plans/spec: startthe pump with signal underside of floor framing and [:]Not pumps P p 9 No. Date RBVISIOn ;extends from the bottom to the :Not app I ice ble ; ;top of all perimeter floor framing ; ❑Not Applicable occupancy.Controls the ;members. 402.4.1.2 ;Blower door test @ 50 Pa. <-5 ACH 50.- ; ACH 50�_ ❑Complies ;Requirement will be met aurtomatically turn off the pump 402.1.1, ;Wall insulation R-value.If this is a R-- 1, R-_ ❑Complies ;See the Envelope Assemblies (F[17]1 lath in[timate Zones 1-2,and 1 ❑Does Not when water is in circulation loop 402.2.5, (mass watt with at least Vz of the ❑ Wood [] Wood ❑Does Not; []Not Observable;table for values. ;<.3 ach in Climate Zones 3-8. ; is at set point temperature and - ; , Project Manager: EAB 402,2.6 :wall insulation on the wallno demand for hot water exists. El Mass ;E] Mass ❑Not Observable ' ; ❑Not Applicable j [IN3]1 ;exterior, theexceriorinsulation Steel Steel 403.5.1.2 Eleectricheattracesystems ❑Complies ;Exception:Req urement is Project Architect: ERIK A. BJORNEBY RA. { , :requirement applies(FR10). ❑ ;❑ ❑Not Applicable 403.2.3 ;Dtxt tightness test resit of<.•4 _cfm/100 2 cfm/100 ❑Complies ;Exception:Req [Fl29]2 comply with IEEE 515.1 or UL ❑Does Not :not applicable. J [FI4]1 Icfml100 ft2 across the system or fe ft ❑Does Not ;not applicable. 515,Controls automatically ; <-3cfmll00ft2 withourtair []Not Observable ' Project Designer: adjust the energy input to theJ 9 ,❑Not Observable I nDY P ; 2�'i IECC Energy 303.2 ;Wall insulation is installed per ❑Com lies R uirement will be met ,handler@ 25 Pa.For rough-in heat tracing to maintain the ❑Not Applicable P P ;tests,verification may need to ❑Not Applicable I I occtadtring Framing Inspection. desired water temperature in the Drawn by: (Ilii IN4 1 manufacturer's instructions. ❑Does Not ; ■ ■ ` piping. Efficiency Certificate []Not Observable 403.3,2 Ducts are pressure tested to _cfm/100 ; cfm/100 ❑Complies ;Exception:Regdrementis Checked b []Not Applicable i [FI2711 Idetermine air leakage with fe ' ft2 ❑Does Not pp x03.5.22 Water distribution systems that ❑Complies ;Exception:Req urement is Y EAB i not licable3 IF130] have retia uationum that ;either.Rough-in test:Total P � ❑Does Not :not applicable. Observable ; pp water from a heated water Desin NO.: Date: []Not im Additional Comments/Assumptions: ,leakage measured with a []Not Observable j tt. j -1, g ;pressure differential of 0.1 inch supply pipe back to the heated _.._.. _y ❑Not Applicable water souse through a cold ❑Not Applicable j Above-Grade Wall 24.00 ,w g.across the system including water supply pipe have a ;the manufacturer's air handler I demand recirculation water Below-Grade Wall 0.00 Ob/21/Ib ;enclosure if installed at time of ; :test Postconstruction test Total system. Punps have controls DOB Job No. leakage measured with a ; ]that manage operation of the Floor 30.00 pump and limit the temperature pressure differential of 0.1 inch of the water entering the cold I Ceiling/Roof 40.00 ;w.g.across the entire system j ; water piping to 1044F. (including the manufacturers air ; --__--______-_____-___-______ Ductwork(unconditioned spaces)- (handler enclosure. 403.5.4 Drain water heat recovery units ❑Complies ;Exception.-Req urement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable- 403.3,2,1 ;Air handler leakage designated ❑Complies ;Exception:Requirement is 1355.1.Potable waterside IFi2411 by manufacturer at<-2%of []Does Not :not applicable. pressure loss of drain water heat []Not Observable ; Window 0.29 0.31 ;design air Flow. []Not Observable recovery units<3 psi for ❑Not Applicable i individual units connected to one Door 0.33 ❑Not Applicable or two showers.Potable water- 403.1,1 Programmable thermostats ❑Complies ;Requirement will be met side pressure loss of drain water [FI9]2 installed for control of primary []Does Not heat recovery colts<2 psi for ._ __ ._, w. _. .v _ k]r' i _ ✓ heating and cooling systems and individual units connected to Heating System: []Not Observable Drawing Title: 'initially set by manufacturer to .three or more showers. coxae specifications. ❑Not Applicable a Cooling System- 9 404.1 175%of lamps in permanent ❑Complies Requirement will be met 403.1.2 :Heat pump thermostat installed ❑Complies ;Exception:Requirement is (F16J1 fixtures or 75%of permanent ❑Does Not Water Heater: [Fl10]2 'on heat pumps, ❑Does Not :not applicable- jfixtures have high efficacy lamps. (Does not apply to low-voltage ❑Not Observable I ❑Not Observable ; 'lighting. ❑Not Applicable ; []Not Applicable Name: Date: ENERGY CONSERVATION CODE 403,5,1 Circulating service hot water ❑Complies ;Requrement will be met [F123]31 'Fuel gas lighting systems have ❑Complies :Exception*applicable. Requirement is Comments z [F123] no continuous pilot light ❑Does Not :not applicable. [Fill] ;systems haveautematic or ❑Does Not accessible manual controls. []Not Observable ❑Not Observable []Not Applicable ❑Not Applicable 1 High Impact(Tier 1) 2 MediuImpact(Tier 3 L.ovv Impact(Tier3) 1 High Impact(Tier 1) 2 m MediuImpact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Drawing $Ctlle; A5 NOTED Lim Project Title: Report date: 06/14118 Project Title: Report date: 06/14/18 Project Title: Reportdate: 06/14118 Architect: Drawing No.: Data filename: ZiEAS Architectural DesignslKennedy Res_9525 Sound Ave19525 Sound Ave-REScheck Page 6 of 9 Data filename: Z1EAB Architectural DesignslKennedy Res_9525 Sound Ave19525 Sound Ave REScheck Page 7 of 9 Data filename: 7-1EAB Architectural DesignslKennedy Res_9525 Sound Ave19525 Sound Ave REScheck Page 8 of 9 ERIK A. BJORNEBY RA. 061418.rck 061418.rck 061418.rck _,c FRED qR CNJ/ �`P�� �. B,1oR�y,� EN- 1 el\� r �� f yI 0310435 Sheets in Contract: of RE Project: PROPOSED RESIDENCE r-t525 SOUND AVE MATTITUCK, NY 110152 DIST: 1000 SECT: 122 BLK: 01 LOT: 2.3 ZONE: R-40 CONTRACTORS: 41'-Ol" :_ . 12'-4' I 6'-6�' 3'-0�"M.D. I5'- 3'-D "MA. 6'-II " NEW AN31 NEW A"I ENGINEERS: 3°Idr 3°I AWNING AWNING — — — — — — — 1- NEW WINDOW WELL (TYP) WINDOW "• I � ,� � I I I I I ,� O IL I I I I Key Map: " L PROPOSED I 12'X6'X4' DEEP s �, "' I NEN CONCRETE SLAB (TYP) I I I Lu BS T ( ( ( 4" P.G. SLAB Nlbx6 1010 wwM °J I r J ��o n4rla 4 O�O JfS,e IoC g ,1015TS ~ I ON 4 MIL. VAPOR BARRIER , 6 I I Wi kBp JOISTS I I I I ON 6" GRAVEL BASE ABOVE C04.SLAB s I I 11-10 011-12 — I I NEN (2) 1-3/4'x11-1/6 -2.DE LVL _ _ _ ) I I Q so�na aye otid.. I ( F � F � � .. ... � ( I I Ory se6ndA:,a o - NEw 2x8 I LP.T. Joisl�k L - I .ON II'-I• ON OGM 21'_2' I O. I I r� NEW 2x8 L.OGATION — — — — P.T.-015 I I I I I OF SITE I I NEW 3 1/2 0 STEEL COLUMNS ON I �' I — I :s o ( 18"W X 18'L X 126 CONK.FOOTING. — — — - - - - - - - OL ,� NEW CONCRETE SLAB (TYP) NEW CONTINUOlJ52x8 m o = I 4" PG. SLAB W/bxb 1010 VVwM NFA CONTINU01J52x8 ED a P.T.LEDGER BOARD ri, ( I LEVEL 1/6" WITHIN 10 FT. o I P.T. NEW FOUNDATION WALL (`TYPJ OVER 3" RIGID X1'5 FOAM INSUL. ry -, �► 10'-0" 8" P.G. FOUNDATION WALL _ ON 4 MIL.VAPOR BARRIER o I ON 8"xlb" P.G. FOOTING ON 6" GRAVEL BASE 7 p — W/2"x4" KEYWAY Yn �I ( PROVIDE DAMPPROOFIN6. I I 3°M 9 N O tr I ARCHITECTURAL DESIGNS, PLLC n, ►°i d 4250 VETERANS HIGHWAY,STUMA HOLBROOK,NY 11141 tel. ( 631 ) 3101-1041 fox ( 631 ) 3111-10411 Imo — - - - - - - - - - - — — — GONTNO 2x8 I P. .LEDGER BOARD I NEW FOUNDATION WALL (TYP) �? 10" P.G. FOUNDATION WALL S ON 10"x20" P.G. FOOTING W/-2"x4" KEYWNY I A-' X I PROVIDE DAMPPROOFIN6. I I 01 01/21/18 A5 PER TOWN COMMENTS No. Date Revision L - - - -1 L _ _ _ — � Project Manager: EAB F1 Project Architect: ERIK A. BJORNE:BY R.A. Project Designer: Drawn by: CLI Checked by: EAB FROFOSED FOUNDATION FLAN Design No.: Date: I SCALE: I/4" = I'-O" 06/21/18 DOB Job No. 19 CRR-NY 1265.4NY-CRR LEGEND OFFICIAL COMPILATION OF GORES, RULES AND REGULATIONS OF THE STATE OF (B) NEW YORK (1) THE FORM TO BE VSED TO (SIVE THE NOTICE REQUIRED BY SUBDIVISION (A) OF EXISTIN6 WALL TO 13E REMOVED Drawing Title: TITLE 14. DEPARTMENT OF STATE THIS SECTION SHALL BE SUBSTANTIALLY SIMILAR TO THE FOLLOWING, WITH ALL NO CHAPTER XXXIII. STATE FIRE PREVENTION AND BUILDING GODS COUNCIL APPLICABLE LINES CHECKED AND ALL BLANKS FILLED IN WITH THE APPROPRIATE �` EXISTING WALL TO REMAIN /� INFORMATION: �� � OPOSD FOUNDATION SUBCHAPTER G. OTHER RE6ULATIONS NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD �.. . PART NEW WALL. /� PRE EN6INEERES V4000 CONSTRUCTION AND/OR TIMBER CONSTRUCTION CONSTRUCTION AND/OR TIMBER CONSTRUCTION PLAN, NOTES a L55END TO. [INSERT NAME OF AUTHORITY HAVING JURISDICTION] OWNER= [INSERT NAME OF PEW 6-I/2"SIP PANEL WALL 19 CRR-NY 1265.4 OWNER OF THE SUBJECT PROPERTY] SUBJECT PROPERTY: [INSERT STREET � - � lal CRR-NY 1265.4 ADDRE55 AND TAX MAP NUMBER, IF ANY, OF THE SUBJECT PROPERTY] 1265.4 NOTICE TO BE GIVEN TO AUTHORITY HAVING JURISDICTION. PLEASE TAKE NOTICE THAT THE (GI-AGK APPLICABLE LIhIIF�: NEW RESIDENTIAL i'* OsO. 5 TOR/ Drawing Scale: AS NOTED ...:....,...�., CARBON MONOXIDE DETECTOR Drawing No.: STRUC-URE ADDITION TO EXISTING RESIDENTIAL STRUGTIIRE REHABILITATION TO G�"1• Architect: (A) WHEN TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION, EXISTING RESIDENTIAL STRUCTURE TO BE CONSTRUCTED OR PERFORMED AT THE AND/OR TIMBER CONSTRUCTION 15 TO BEJJTILIZED IN THE CONSTRUCTION OF A NEW "-`":m""" N�.� � IT � ERIK A. Br.bRNEBY R.A. SUBJECT PROPERTY REFERENCE ABOVE WILL LTILIZE (CHECK EACH APPLICABLE ""'"""' oo+.ra+.CwTN n.M/.1llfw RESIDENTIAL STRUCTURE OR IN AN ADDITION TO OR REHABILITATION OF AN t"u%$TT►N VM10Tw OCTIM NOTE; PROVIDE SMOKE DETECTION SYSTEM INTER LINKED T06ETHER A5 LINE): TRUSS TYPE CONSTRUCTION (TT) PRE-ENGINEERED WOOD ONSTRUGTION (PNU �. PER STATE CODE 8314. LOCATED IN EACH SLEEPING ROOM,OUTSIDE (ERED��* EXISTING RESIDENTIAL STRUCTURE THE OWNER OF SUCH STRUCTURE OR THE � '"' �' TIMBER CONSTRUCTION (TG) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE N EACH SEPARATE SLEEPING AREA,AND ON EACH ADDITIONAL STORY OF C�\5 -- nen...»«ao.....aws A• gJ � SHALL B£PROVIDEOANER'S DULY HD TO THAT HE TAUFTHOR INS JURISORIZED REPRESENTATIVE, SHALL DICTION WITH THE FLOOR FRAMIN& AND ROOF FRAMING (FR) DATE: [INSERT DATE FORM 15 SIGNED] _j_____ �DVELLIN6, INGL�I101N6 BASEMENTS AS PER CODE � C92 SUCH NOTICE IN ARITIN& AND LINE-). FLOOR FRAMINb, INGL,IJDINb GIRDERS AND BEAMS (F) ROOF FRAMING (w _ A 1 APPLICATION FOR A BUILDING PERMIT. IN THE CASE OF A CONSTRUCTION, SIGNATURE: 1516NATURE OF PERSON SUBMITTING FORM TO THE AUTHORITY HAVINb CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS ADDITION OR REHABILITATION PROJECT COMMENCED PRIOR TO JANUARY I, 2015 JURISDICTION] NAME: [PRINT OR TYPE NAME OF PERSON SI&NIN6 AND SUBMITTING Title 19 NYCRR Part 1265.4 SHALL BE INSTALLED IN BUILDINGS AS REQUIRED IN ACCORDANCE WITH * r, AND NOT COMPLETED PRIOR TO JANUARY 1,-2015, SUCH NOTICE SHALL BE GIVEN FORM]CAPACITY. [INSERT COWNERA OR ®OWNER'S REPRESENTATIVEA AS AS SOON AS PRACTICABLE AFTER JANUARY I, 2015 AND IN ANY EVENT PRIOR TOAPPLICABLE] Place engineered wood placard on or SECTION QI52 FOR RESIDENTIAL BUILDIN65.CARBON MONOXIDE u� <_"u THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF DETECTION SHALL BE INSTALLED IN DWELLINGIJNITS OUTSIDE OF EACH COMPLIANCE FOR SUCH PROJECT. (2) AN AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO PRESCRIBE ITS adjacent to electrical meter box. SEPARATE AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.WHERE �� 0"2438 �- OWN FORM TO BE USED TO GIVE THE NOTICE REQUIRED BY SUBDIVISION (A) OF A FUEL-BURNING APPLIANCE 15 LOCATED WITHIN A BEDROOM OR ITS � pP THIS SECTION, PROVIDED THAT SUCH FORM REQUESTS AT LEAST SAME http://www.dos.ny.gov/dcea/noticadopt.html#Truss ATTACHED BATHROOM,CARBON MONOXIDE DETECTION 5HFALL BE O,NES% Sheets in Contract: INFORMATION AS THE FORM PRESCRIBED IN PARAGRAPH (1) OF THIS SUBDIVISION. INSTALLED WITHIN THE BEDROOM.CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN SLEEPING UNITS. 3 of 7 Project: FROP05ED RESIDENCE A-5 — — — LINE OF WALL BELOW x525 SOUND AVE MATT I TUCK, NY I I q 52 LINE OF WALL BELOW DIST: 1000 5EGT: 122 BLOC: OI LOT: 2.3 I ZONE: R-40 I � O CONTRACTORS: O O SUNROOM &LASS I w w ROOF= BY OTHERSIr I 4001 001— I � I m 31�■ LINE OF WALL BELOW ol ENGINEERS: I I i LINE OF WALL BELOW I o 10'-0' I I � I I � NEW ROOF (TYP) 00PI I NEW GARAGE 4 BREEZEWAY ROOF (TYP) Key Map: METAL ROOF AS SELECTED BY OWNER I i ME AS SELECTED I5# FELT. BUILDIN6 PAPER BIMA46 ICE 4 WATER BARRIER � I 3/4' PLYWOOD SHEATHING 4 MIN. 31-0"VP FROM EDGE OF ROOF I I (2) LAYERS 15# FELT. BUILDING PAPER ON °I 10-I/4" SIP ROOF PANEL I ROOF RAFTERS W/ r BITUMUS ICE 4 WATER BARRIER , 6 0�� ror�,ra 4 MIN. 3'-0',UP FROM EDGE OF ROOF LINE OF WALL BELOW n� � o�d54yn N ,s ve UVJ ,�a PROP SED ROOF PLAN Off s�nd�La Saund o 5 r , 2 V SCALE: I/4n _ II-0N LOCATION OF 517E 41 -2 10, �� fl_A1. A-3 I 0-;( 1 11'-ISS11 � 1 N L 1•�■ L 1 ■ 1 4■ { � � L 5-2 1Z-1 3-4 3- ® 'po NEW CXNl4 3°40 NEW 6>0414 3040 NEW A 13014 NEW C 13 3030 GA CASEMENT AWNING WINDOW G MENT EGRESS WINDOW EGRESS WINDOW WI OW '7) T NEW 100 CFM 4 EXHAUST PAN m • yj " �o ARCHITECTURAL DESIGNS, PLLC m o LIGHT GALLS, NEW 3°bs 41' o O_ ev _ 354 s.f.Room ORT ry�0 TO �, DRYER PROPOSED � �a� 4250 VETERANS H16HWAY,STE2040W HOLBROOK,NY 11141 28.191.(8�)Req'd �(�` LAUf�ORY � tel. (631 ) 314-104'1 fax (631 ) 314-1044 PROP. Q Iglb 91.PmWed ;� II b. �' II B ROOM PROPOSED TJ 4 5 SUNROOMI�?X6'X4' v % 3 IR QN.05,s Room LAV '°`-4 GARAGE &LAZING BY acv 1436 s.f.(4%)Req'd R NEW 100 GFM m c_v O OTHERS 4 140b s.f.Provided — X Z o 1 _ EXHAU5T FAN g v h A-4 PROPOSED ff 75�� J)P `� N MA5TER-ROOM -=;`V 7 N r vhOOR NEN sob" NEW sobs NEW OXW14 3°40 � Q) O'U21/16 AS PER TOWN COMMENTS ET CASEMENTLillPOCKET BATH L41- PROF, 1L POCKET 'r 6RE55 WINDOW No. Date Revision DOOR DOOR4'-0' 610IAR41 4015 NEW AR414015 NEW AR41 4015 NEW 3 b NEW AR41 4015 Vp INS WINDOW AWNING WI W AWNING WINDOW f'� AWNING WINDOW "NAY 4 Pro ect Mana er:ERE5TORY GLEREST Y fLERESTORY DOOR GLERE5TORY NEW 2s s W�� sJ 9 EAB ry DOOR M )2xb ER-- Project Architect: ERIK A. BJORNEBY R.A. .2x10 ry Project Designer: K8'2" - OR o F- OVEN 1 61, NEW G 13 3°3° NEW 8°-t0 6 RAGE ODOR Drawn by: GLI Jp O' O LIGHT GALLS. `'t `4`— — CASE WINDOW (2)2x12 ADER 113 Room Checked b s.f. (2)2x6 ER Y EAS 5/4'1 P T. v a qA4 s.f.(8`I;)Req'd SINK ry� X 2-q� 6-q " " Design No.: Date: YVOap , 52.4 s f.Provided g'-0' m 0 9 �8'-8" AIR GALLS. 4 PROP. `did v CL 06/21/18 yD b BILGO - 113 0.Rom 1<110EN o o U NEW 5/4'x6'P.T. DOB Job No. 7 DOORS TO 452 s!.(4%)Req'd o ABASEMENT 3a.4 ed.Pravlded COOK ° WOOD PLANKS GARAGE EXTERIOR WALLS (TYP) -Z NEW HANDRAIL IN 2x4 WOOD STUDS 0 16" O.G. G� 11 � TOP ° COMPLIANCE I!2' EXT. PLYWOOD SHEATHING / PROP. _ o N R5 15# FELT BUILDIN& PAPER n LIVING ROOM I/2 GYP. WALL BOARD INT.~ � 'D " om g� 3' hm O A34 SIDING SELECTED BY OWNER m REP. LEGEND NEW EXTERIOR WALLS PTYPJ NEW CX Is 3050 NEW 00415 XINIS 305° NEW GXIN5 3050 1/2'& SIP PANEL WALLS = — EXISTING WALL TO BE REMOVED I/2"GYP.WALL BOARD GA NT GA T MENT GA MENT — Drawing Title: INTERIOR SFEATHING EGRESS WINDOW EGRESS WI 55 WINDOW E6RF=55 WINDOW TAPE,SPACKLE 4 SAND EXISTING WALL TO REMAIN VAPOR BARRIER NEW 3050 NEW 305° SIDING BY OWNER \ Pi ,1VRE WINDOW A_5 - PIGTAURE WINDOW KALL 'RO '05 D/� (i�ST I FLOOR fes,` NEW ANDERSEN 400 SERIES " ROOF FL,J'•"'tN5 I$ LEGEND AINDOM AND DOORS OR\\1111 LIP VP WALKII APPROVED EQU FEW b-112 SIP PANEL WALL NEW 5/4"x "P.T. ® SMOKE DETECTOR/ Drawing Scale: A5 NOTED WOOD PLANKS OgD• CARBON MONOXIDE DETECTOR WINDOW E6RE56 NOTE: CM Architect: Drawing No.: (1) WINDOW MINIMUM IN EACH ERIK A. BJORNEBY R.A. BEDROOM MEETS OR EXCEEDS NOTE: PROVIDE SMOKE DETECTION SYSTEM INTER LINKED TOGETHER AS 4'1 3'2" 3'2" 3'-10" 3'-10' 312" 3-2" 4'1 I THE CLEAR OPENING AREA OF PER STATE CODE 8314. LOCATED IN EACH SLEEPING ROOM,WMIDE RED A-3 53 50.FT.CLEAR OPENING EACH SEPARATE SLEEPING AREA,AND ON EACH ADDITIONAL STORY OF ISECt Ct (L rt CL WIDTH OF-20" AND CLEAR THE DWELLING, INCLUDING BASEMENTS AS PER CODE. w� ``�, A• BSO C'y /'� OPENING FEI6HT 011 �Q\ y��m _L Ir CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS FLOOR I SHALL SE INSTALLED IN BUILDINGS A5 REQUIRED IN ACCORDANCE WITH r ? RO O FIRS I'(' L O® PLAN SECTION 05.2 FOR RESIDENTIAL BUILDIN55.CARBON MONOXIDE -gyp r I I DETECTION SHALL BE INSTALLED IN DWELLING•UNITS OUTSIDE OF EACH Tk - SEPARATE AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.WHERE SCALE: i/4" = I'-O" A FUEL-BURNING APPLIANCE 15 LOCATED WITHIN A BEDROOM OR ITS FQF2438 �Q�`� Sheets in Contract: ATTACHED BATHROOM,CARBON MONOXIDE DETECTION SHALL BE NEVJ INSTALLED WITHIN THE BEDROOM.CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN SLEEPING,UNITS. 4 of 7 Project: PROPOSED RESIDENCE "525 50LIND AVE MATTITUCK, NY 11152 D15T: 1000 5EGT: 122 SLK: OI LOT: 2.3 TA.PROPOSED RIDGE _ _ _ _ _ _ - _ -- - - -- ,/ ��•-� ZONE: R-40 r:LEV.52.50' NEW BREEZEWAY ROOF (TYPJ I NEW 6ARA&E ROOF (TYPJ CONTRACTORS: METAL ROOF AS SELECTED BY METAL ROOF AS SELECTED BY NEW ROOF (TYP) OWNER OVER OWNER OVER i i i 3/4" PLYWOOD 5HEATHIN6 4 3/4" PLYWOOD 51-EATHIN6 t METAL ROOF AS SELECTED BY OWNER NFA , N04 WA 15# FELT. BUILDING PAPER (2) LAYERS 15# PELT. BUILDING (2) LAYERS 15# FELT. BUILDING BITUMUS ICE # WATER BARRIER PAPER ON ROOF RAFTERS W/ PAPER ON ROOF RAFTERS W/ MIN. 3'-O"UP FROM EDGE OF ROOF BITVMI)�' ICE d WATER BARRIER BITJJMUS ICE 4 WATER BARRIER 10-1/4" SIP ROOF PANEL MIN. 3'-O",UP FROM EDGE OF ROOF MIN. V-O"VP FROM EDGE OF ROOF NEW EXTERIOR WALLS(TYP) TA.PROPOSED RIDGE rL 6-1/2" SIP PANEL WALLS — — 1/2" &YP.WALL BOARD ELEV. 45b3' INTERIOR SHEATHING - TAPE SPACKLE 4 SANDLL IL -- i / / _MEAN ROOF HEIGHT VAPOR BARRIER � IJ I IJEY�1 % W -- --- -- _ SIDING BY OWNER � - - ELEV.43.17' \ \ \ \ \ ENGINEERS: 11 T77711 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 F! SUINROOM&LAZING BY OTHERS i / i i / i i GARAGE EXTERIOR WALLS (�YPJ / \ / \ 2x4 WOOD STUDS a 16" O . INSULATED&LASS AND WOODI/2" 9 wlNDorL�BY "ANDERSEN" 400 / \ / \ EXT. PLYWOOD SHEATHING � n / 154 FELT BUILDING PAPER T'� \ / / LLv, / 1/2 GYP. WALL BOARD INT. c� SERIES OR APPROVED EQUAL \ " \ / NFJ�I � SIDING SELECTED BY OWNER BILGO DOORS / \ / \ / \ / \ NENNII r `0 9 P.T.WOOD LANDIN& 4 STEP \ 11 II FIRST FLOOR _ - - ❑❑ LEV. 35A' F F HR -4 H � D❑ � Key Map: +r.1 AVERAGE ELEVATION GARAGE Y ELEV. P.T.PMD LANDIN& 4 STEP — — — — P.T.WOOD LANDIN& 4 STEP 10,-0" — — — — — — — — ELEV.33A' _ CONCRETE STEPS DOWN I I AVERAGE ELEVATION b' TO BASEMENT L �' I ELEV.325' r NEW FOUNDATION WALL (TYPJ L T.O.FOOTING L 10" P.G. FOUNDATION WALL — — — — — — — ELEV.2967' s� µo,gnP� ON 10"x20" P.C. FOOTING I L , I I — — YV/2"x4" KEYWAY , I �ELEV.2gAFOOTINT PROVIDE DAMPPROOFIN&. I I CO- NEW FOUNDATION WALL (TYPJ Q Sound Aye TA "8 PL. FOUNDATION WALL ELEY.25.'15' - - - - - - - - - - - - - - - - - ____ - - - - - - - - - - - - - ON8"x16" PL. FOOTING B.O.FOOTING YV/2"x4" KEYWAY ELE1/.24.42' - PROVIDE DAMPPROOFING. PROPOSED FRONT ELEVATION LOCATION OF 517E I is SCALE: 1/4" = 1'-0" Ws_ _ T.O.PROPOSED-909 L NEW GARAGE ROOF (TYP) NEW ROOF (TYP) - - - - - - ELLY.5250' METAL ROOF AS SELECTED BY METAL ROOF AS SELECTED B OWNER OVER OWNER 3/4" PLYWOOD SHEATHING t 15# FELT. BUILDING PAPER _ _ (2) LAYERS 15# FELT. BUILDING BI7UH6 ICE t WATER BARRIER _ _ _ _ IRAN ROGF 44.11-IT " ELEV.4q.gT6' Y PAPER ON ROOF RAFTERS W/ MIN. 3-0UP FROM E06E OF ROOF BITUMUS ICE 4 WATER BARRIER? 1 10-1/4" SIP ROOF PANEL11111111111111111Pi ARCHITECTURAL DESIGNS, PLLC MIN. 3'-0"JJP FROM EDGE OF ROOF le 111111111111111 1 1 1 �-L. � I - I NEW BREEZEWAY ROOF - - ---- - 4250 VETERANS HIGHWAY,STE.2040W HOLBROOK,NY 11141 Ilk TA._PROP05ED RIDGE fYOND) NEW EXTERIOR WALL5 f1YPJ tel. (631 ) 3101-104'1 fax (631 ) 3101-1044 ELEV.45b3' 6-1/2" SIP PANEL WALLS 1/2"GYP.WALL BOARD MEAN ROOF HEIGHT �ELEV.43."1'1' — ___- _---- INTERIOR SHEATHING • TAPE,SPACKLE 4 SAND � VAPOR BARRIER t— / SIDING BY OWNER u %W40M&LAZING BY OTHERS Elln INSULATED&LASS AND WOOD r� GARAGE EXTERIOR WALLS (TYPJ NEN 0 WINDOWS BY "ANDERSEN'400 SERIES OR APPROVED EQUAL 2x4 WOOD STUDS ® ib" O.C. (NPS A O�/27/IS A5 PER TOWN COMMENTS I/2 EXT. PLYWOOD SFEATHING fVEW yi 15# FELT BUILDING PAPER 9 1/2" GYP. WALL BOARD INT. / \ / \ / \ / \ No. Date Revision � SIDING SELECTED BY OWNERP.r.wooD LANDING 4 STEP _ _ _ _ _ _ _ _ — FIRST F ID Project Manager: EAB ELEV.35.0' 11 Project Architect: ERIK A. 13JORNEBY RA. RAGE _ - - - - - - - - -� - - � - \ - - - - - - - - - - - - - - - - - ELEV.33A' � � AVERAGE ELEVATION Project Designer: JN AVERAGE ELE1(ATION ELEV.32b5' ELEV.325' Drawn by: GLI Q Checked by: EAB TTA. FOOTING_ _ _ `n _ NEW FOUNDATION WALL (TYP) u- Design No.: Date: ELEV.2q.61' _ _ — — — — — — — — I 10" F.C. FOUNDATION WALL B.C. FOOTING I — ON 10"x20" PL. FOOTING 06/21/18 ELE72gA' ( PROVIDE Y DE DAMPPROOFIN6. DOB Job No. NEW FOUNDATION WALL (TYPJ 8' P.G. FOUNDATION WALL — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ T.O.FOOTING ON 8"X16" P.C. FOOTING W/ x4 KEYWAY ELEV.25.T5 PROVIDE DAMIPPROOFIN6. _ B.O.FOOTING ELEV.24.g2' ' Oi�OSD REAR ELVAT I ON Drawing Title: PROP05ED ELEVATION5 Drawing Scale: AS NOTED Architect: Drawing No.: ERIK A. BJORNEBY R.A. /FRED -3 1 l Yq X2438 O NEW Sheets in Contract: 5 of 7 Project: PROPOSED RESIDENCE C15-25 50UND AVE NEW ROOF (TYP) [dEW ROOF ITYPJ METAL ROOF A5 SELECTED BY OWNER METAL ROOF AS SELECTED BY OWNER MATTI TUCK, NY 11c152 15# FELT. BUILDING PAPER 15# FELT. BUILDING PAPER BITVMUS ICE 4 WATER BARRIER BIn MUS' ICE 4 WATER BARRIER MIN. 3'-D"VP FROM EDGE OF ROOF MIN. 3-O VP FROM EDGEDIST: 1000 5ECT: 122 BLK: OI LOT: 2.3 OF ROOF ZONE: R-4010-1/4" SIP ROOF PANEL 10-1/4" SIP ROOF PANEL TA. PROPOSED RIDGE TA. PROPOSED RID6E ELEV.5250' - - - - - - - - - - - - - - - - - - - -— EL.EV. 5250' - - - - - - - - - - - - - - - - - - - - — CONTRACTORS: MEAN ROOF HEIGHT- _ _ _ _ _ MEAN ROOF HEIGHT_ _ _ - _ ELEV. *06' 12 E1.EY. 4q.gb' 4I— 4F__ my4 EXTERIOR NW-5 trm) LL NEW EXTERIOR WALLS PTYPJ 6-1/2" SIP PANEL WALLS 6-112"SIP PANEL WALLS -214 1/2"6YP.WALL HOARD 112"GYP.WALL BOARD -- - - - - -- - - INTERIOR SHEATHING - INTERIOR SHEATHING TAPE,SPACKLE 4 SAND r TAPE,SPACKLE 4 SAND '- VAPORr BARRIER - VAPOR BARRIER n 51DIN6 BY OWNER SIDING BY OWNER ENGINEERS: SUMZDOM GLAZING BY OTHERS SUNROOM GLAZING BY OTHERS / / \ / IN5ULATED GLASS AND WOOD INSULATED GLA N AND WOOD \ WINDOWS BY "ANDERSEN"40D I \\ WINDOWS BY "ANDERSEN"400 SERIES O R APPROVED EQUAL SERIES OR APPROVED EQUAL Nm NEYVy } �% lTYPJ L/ I \ BILGO BILCO DOORS P.T.WOOD LANDING 4 STEP -- _ - - _ - _ % P.T.WOOD LANDING t STEP FIRST FLOOR _ _ _ _ _ _ _— FIRST FLOOR _ _ B ELEV.35A' - - - - - - - - ELEV. 35A' _ _ - - - - - - - - — 111- 8fi=11 Key Map: AVERAGE ELEVATION AVERAGE ELEVATION J4 06 AVERAGE ELEVATION _ ,_... ELEV.3265 f —1 AVRA6E ELEVATION ELEV. ELEV. - - 111=III `' =III=III - - - - '. 1=1 11=1 12'-0" 1=1 11=1 I ELEV. 32bs' -II IIE4fl T111=1 I I CONCRETE STEPS DOWN =I 1=1 - I=1 =1 I I CONCRETE STEPS ;a- _ I TO BA51=T'ENT NEW FOUNDATION WALL (TYPJ —___— 1-1____—— DOWN SR r P.T.WOOD LANDING 4 STEP 11=1 I-- -1 11=1 I I I I TO BASEMENT NEN FOUNDATION WALL =1 —III— — —I _I 10" P.G. FOUNDATION WALL I I I 10" P.G. FOUNDATION WALL ri ON 10"x20" P.G. FOOTING I I ON 10"x20" P.G. FOOTING PROVIDE DAMPPROOFING. I i I PROVIDE DAMPPROOFING. 1 I I 1 a�a T.O. T.O. FOOTING . FOOTING - - - - - — I- - - L_ — _ _ oa:armu Sound pie ELEV.2575' - - - - - - - - - - - � — - - - - � FJJ1/.�5.15' - - - �- - - - I Ova a JN B.O.FOOTING _ _ —JIB e BA. FOOTING �R df EL EV.24.92' E1.EV.24.92' LOCATION F. PROPOSED LEFT SIDE ELEVATION lel/ SUNROOM PROPOSED LEFT SIDE ELEVATION NO SUNROOM OF SITE35 I SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0 N IPA, " Ak TA. PROPOSED RIDGE _ _ _--- - -- _ _ - _ _ _ _ _ _ _ _ _ _ -— ELEV.5250' NEW GARAGE 4 BREEZEWAY ROOF (TYP) NEW ROOF fTYPJ : 1 METAL ROOF AS SELECTED METAL ROOF A5 SELECTED BY OWNER BY OWNER OVER NE 15# FELT. BUILDING PAPER ----- ---- MEAN ROOF HEIGHT L 3/4" PLYWOOD SHEATHING 4 BITVMUS ICE 4 WATER BARRIER -�� ELEV. `}q•q6' (2) LAYERS 15# FELT. BUILDING MIN. 3'-0"VP FROM EDGE DF ROOF PAPER ON ROOF RAFTERS N/ ID-I/4" SIP ROOF PANEL BITVMUS LGE 4 WATER BARRIER MIN. 3'-O"VP FROM EDGE OF ROOF ARCHITECTURAL DESIGNS, PLLC NEW EXTERIOR WALL5(TY?) 6-I/2" SIP PANEL WALLS 4250 VETERANS HIGHWAY,STE2040W HOLBROOK,NY 11141 la"GYP.WALL BOARD INTERIOR SHEATHING 4 _ _ _ ------ _ _ _ _ TA._PROP05_ERIDGE ---------- ---- -_ - _ -— _ _ - tel. ( 631 ) 31q-1047 fax (631 ) 314-1044 TAPE,SPACKLE 4 SAND ELEVV.4563' VAPOR BARRIERr, N ROOF HEIGHTIL - - -12-j2�2 ELEV.43.'IT' - r METAL ROOF AS SELECTED BY OWNER OVER 3/4" PLYWOOD SHEATHING 4 i / SUNROOM GLAZING BY OTTERS (2) LAYERS 15# FELT. BUILDING 4ARAGE EXTERIOR WALLS f7YPJ 0 PAPER ON ROOF RAFTERS YV C BITVMUS ICE 4 WATER BARRIER y� 9 _2x4 WOOD STUDS A Ib"OrG. J1/2"EXT.PLYWOOD SHEATHING ' J�� \ 15#FELT BUILDING PAPER QI 01MAD AS PER TOWN COMMENTS JM N. 3'-O",JP FROM EDGE OF ROOF INSULATW- &LASS ANDWOOD Eu \ I11"GYP,WALL BOARD INT. WINDOMl4 BY "ANDERSEN" 400 NE \ SIDING SELECTED BY OWR _9 No. Date Revision SERIES OR APPROVED EQUAL ' 85 (TYP) k FIRST FLOOR _ _ _ _ _ _ fff hr r, T H i _ _ _ _ -— _-ELEY. 350' Project Manager: EAB Project Architect: ERIK A. BJORNEBY R.A. AVERAGE_ELEVATION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ AVERAGE ELEVATION _ - _ - - -------_ - - - _ _ _ - GARAGE _ - _ - _ - _ - - - - - - _ - _ - _ - - ELEV.3265' ELEV.3265' ELEV. 33A' AVERAGE ELEVATION Project Designer: P.T.WOOD LANDING 4 STEP ELEV. 325' Drawn by: GLI Q I I ; Checked by: EAB NEW FOUNDATION WALL (7YPJ I I — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ P.T.WOOD LANDING 4 STEP '� T.O.TA. FOOTING in .�� Design No.: Date: 10" P.G. FOUNDATION WALL I _ — — — — — — — — — — — _ ELEV.2gb1' Y — — — — — — — — — _— _— _— ON 10"x20" P.G. FOOTING I I B.O. FOOTING — W/.2"x4" KEYWAY ELEV.2gA 06/21/18 PROVIDE DAMPPRDOFING. 1 I NEW FOUNDATION WALL (TYP) DOB Job No. _ N —_ _— —_ _— —_ — _ _ _ _ _ P.G. FOUNDATION WALL TA. FOOTIG ON 8"x16" P.G. FOOTING kV _2"x4' FOOTING_ — — r2"x4" KEYWAY EV..24112' _ - PROVIDE DAMPPROOFIN6. PROPOSED LEFT SIDE PROPOSED ill &HT S 1 DE PROPOSED R I rvHT SIDE ELEVATION G4.1!AOSELEVATION & RAOE ELEVATION Drawing Title: SCALE: 1/4" = 1'-0" ALE: 4" = I'-O" SCALE: I/4" = I'-D" FROPOSED ELEVATIONS Drawing Scale: AS NOTED Architect: Drawing No.: ERIK A. BJORNEBY R.A. f �EF1ED AR N� P• BJo9�I/�R` A-4 1�. 32438 oF�". OP DN Sheets in Contract: 6 of 7 Project: METAL, ROOF AS SELECTED BY OWNER PROPOSED RESIDENCE 15# FELT. BUILDING PAPER BITUHZ ICE 4 WATER BARRIER T.O.PROPOSED RIDGE - - - ------ - - - - - - - - - - - - - - - MIN. 3'-0"Up FROM EDGE OF ROOF ��-ECFV.5250' � X525 SOUND �1�E PREMIER SCREWS 0 12"O .W.N. W/ I" MIN. NEN ROOF (TYPJ MATTITl)GiG, NY I Ig52 METAL ROOF AS SELECTED BY OYNER PENETRATION 114TD TOP PLATE. 15# FELT. BUILDING PAPER 10-1/4 SIP ROOF BITUMUr ICE 4 WATER BARRIER A_� NEA AL"N GUTTER MIN. 3'-O"'UP FROM EDGE OF ROOF — DIST: 1000 SECT: 122 BLK: OI LOT: 2.3 8d NAILS® b" D.G.EACH SIDE 10-1/4' SIP ROOF PANEL ZONE: R-40 GONTINU0US2x12 RiM W/SIP SCREWS® 6" O.G. 2x TDP PLATE CONTINUOUS FASCIA NEW CONTINUOUS ALUMINUM � #!` ) CONTRACTORS: PREMIER MASTICol 60TTER AND LEADER (TYP) � I'-0` � / NEW EXTERIOR WAILS rTYP) \ — 5/8" PLYWOOD SOFFIT 6-1/2" SIP PANEL NMLLS :4 1/2"GYP.WALL BOAR; 4" TRIM '' INTERIOR SHEATHR6 D = 6-1/2" SIP WALLS TAPE,SPACKLE 4 SAND A-=✓ NEW SIDING;GOLOWTEXTJJRE TO BE APPVV VAPOR BARRIER BY OWNER (1) LAYER 1/2" GYPSUM BOARD SIDING BY OWNER DRAINAGE PLANE OVER#15 FELT PAPER INTERIOR FINISH (WEATHER BARRIER) INSULATED GLASS AND WOOD WINDOWS BY 'ANDIRSEN"400 _ SERIES OR APPRO"ED E MAL ;t W FINISHED FLOOR 5 ENGINEERS: ! BELECTED BY OWNER 3/4 NEW 5/40x6"P.T. DETJ� IL I D 4 LY. W. SHEATHING N a-I/2 j"` SCALE: I It I'-O" _ FIRST FLOOR_ _ - A-5 _ .11 F J. SERIES I10 I " O.G. WOOD PLANKS - - - ELEV. 6-I/2" SIP WALLS NEA(2) 1-3/4"Al-�/8"2.OE LVL AVERAGE ELEVATION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NEW 2x8 P.T.JOISTS NEW SIDING;COLOR/TEXURE TO BE APPVV —(1) LAYER 1/2" GYPSUM BOARD ELEV.32.65' ® 16"OCG. BY OWNER INTERIOR FINISH NEW2x8 LEDGER DRAINAGE PLANE OVER#15 FELT PAPERMASTIC, �'°`� (WEATHER BARRIER) PREMIER Sa NEW FOUNDATION YIALL ITYPJ Y 1EW CONCRETE SLAB(TYPJ 8d NAILS b O.G. EACH 5 10" P.G. FOUNDATIO..ALL °J 4" P.G. SLAB W(bxb 1010 MM INSULATED GLASS AND WOOD WINDOWS BY ON 10"x20" P.C. FOOTING LEVEL 1/8" WITHIN 10 FT. '.� Key Map: "ANDERSEN" 400 SERIES OR APPROVED FIELD INSTALL PANEL TOP W/2"x4' KEYWAY OVER 3" RIGID XPS FOAM INSUL. 2x IN PANEL PROVIDE DAMPPRCOFING. D 4 ON 4 MIL.VAPOR BARRIER EQUAL My?) A-5 i ON b" GRAVEL BASEOL n TA.FOOTING 7 B.O.FOOTING I DET L 50ALE: 111=11-011 W a 5auhd a,,e Orn SaGnd Ats GROSS SECTION A-A C C SS WOOD WINDOWS BY FIELD INSTALL PANEL TOP ` SCALE, 1/4" = 1'-0" ON "ANDERSEN" S SERIES OR APPROVED LOI INSULATED GLASAND r EQUAL (TYPJ 2x IN PANEL OFF SSITE E t5 8d NAILS® 6" D.G. EACH 51DE NEW SIDING;COLOR/TEXTUI;M TO BE APPVV ED BY OWNER PREMIER MASTIC (1) LAYER Ill" 6YP5UM BOARD �� DRAINAGE PLANE OVER#15 FELT PAPER INTERIOR FINISH (HEATHER BARRIER) 6-1/2" SIP WALLS TAI L 5 SCALE: I"=i'-0" ARCHITECTURAL DESIGNS, PLLC 4250 VETERANS HIGHWAY,M2040A HOLBROOK,NY 11141 b-ICI" SIP WALLS 4„ VTR tel. ( 631 ) 31q-104"1 fax ( 631 ) 31q-104q (1) LAYER Ill" GYPSUM BOARD ROOF INTERIOR FINISH 2x6 SIP PLATE NEW SIDING;GOLAR/1EJCTURE TO BE APPVb 5/4" PLYWOOD SUBON , BY OWNER TOP MOUNTED JOIST HANGERS I I/2 I NBW 2 1 I Ill I I I/2 I I I!2 I I Ill I 2 1 I Ill I SIMPSON IT523IMS IS GAGE WI NEW I I NEW I NEW NEW I ASHER I NEW i I I I NEW DRAINAGE PLANE OVER#15 FELT PAPER I W.G. i I LAY. I LAY. i I W G. IKS. D W. (WEATHER BARRIER) TJI q-1/2' FLOOR JOISTS SERIES 11 I I bd NAILS a 12"O G.JJA N. 110 a Ib O.G. W/R-30 BATT INSULATION 'NEW 'NEW 8d NAILS a b"D.G. EACH SIDE11 i SHOWER I SHOWER FIRST FLOOR I/2" I I/2" No. Date Revision I-3/4"x8" LVL SILL PLATE OVER TERMITE REINFORCE GONG, WITH #4 BARS SHIELD OVER POLYFOAM SILL SEAL : 4" u; VERTICALLY ® 18' O.G. +t #4 BARS G.O. TO HORIZONTALLY 024' D.G. SANITARY NEW Project Manager: EAB } SANITARY GRADE a 5/8" DIA.x 12" LONG ANCHOR BOLTS SYSTEM Project Architect: ERIK A. BJORNEBY R.A. SET® 3'-0"O.G. AND V-O" MAX FROM FOUNDATION TO RECEIVE A TROWELEDANY CORNER Project Designer: GOAT OF 'KARNAK" ASPHALTING WATER BASrEMENT Drawn y: CLI PROOFING OVER F'DN.WALL AND FTG. Checked by: SAB Design No.: Date: 6" DIA. GOVT. PERFORATEDDRAIN PIPE WITH STONE BACKFILL TO NOTE: DRAIN FIELD (IF REQUIRED) HATCH INDICATES NEW FIXTURES. 06/21/18 Q.° DOB Job No. 20" X 10" CONTINUOUS POURED CONCRETE FOOTING W/ 2 X 4 • o !P >• . w �w KEYWAY AND (3) #4 BARS ® BOTTOM FLUME I NV R 15ER D I AV RAM SCALE: NT5 DETAIL 4 SCALE: 1"=1'-0" Drawing Title: FROP05FED 5EGTION, _ NOTES DETAILS, NOTES I$ PLUMBING 6-U2'SIP PANEL SIDE OF FRAMING M AS R 5 R PlAlSIRAM RECOI+ME1J17ED BY MANX. IN COMPLIANCE WITH THE: BUILDING CODE OF NEW YORK STATE REQUIREMENTS FOR Drawing Scale: AS NOTED WIND UPLIFT RESISTANCE. I. ALL ANCHOR BOLTS ARE TO BE I" x 10" MIN. WITH 2" x2Architect: Drawing No.:5Q. WASHER5 2'-0" ERIK A. BJORNEBY R.A. O.G. (1800 psi RATIN& FOR ASSEMBLY CONSISTIN& OF BOLT, WASHER 4 DOUG-FIR SEALANT AS EACH SIDE 57BY PLATE). O VON NAILS 6'O d L. MW. 2. AND MANSION IMPI/BRECAF: FOR 1,200 LBS MENDED 2. ALL ROOF PANEL SCREWS WITH WASHERS SHALL BE 8" D.G. MAX AND RATED ��� E �PE Od GBio R WITHDRAWAL FROM VOU&LAS FIR. ` A 4. ALL PANEL SCREWS BE 12" O.C. MAX AND RATED FOR 1,500 LBS WITHDRAWAL !Q ` „ DETAIL FROM DOU&LAS FIR. r \ 50ALE: 1-1/2"=1'-O" S. ALL OTHER PANEL SKIN BLOGKIN6 FASTENERS SHALL BE MINIMUM OF #8 x I STAINLESS STEEL SGRE M 6" O.G. s 6. ALL EXTERIOR WINDOWS AND DOORS ARE TO BE DETERMINED. Nti'T� 3243a ' 0- FW .� Sheets in Contract: 7 of rm Project: FROPOSED RESIDENCE 1��D/ 01525 50UND AVE MATTITUGK, NY IIC152 D 15T: 1000 SECT: 122 $LSC: 01 LOT: 2.5 ZONE: R-40 CONTRACTORS: NEW CONCRETE PAD NEW PT.WD STEPS351_,J ABOVE Z b'-Ii 3'-0"M.O. 15'x" 3'-0"MD. 6'-Ii 15'-0" NEW GONTIN140524 NEy� 1,IEW 3 ENGINEERS: P.T.LEDGER BOARD �- — — -� 8'-5 " IF 016 IFANEA 8'-54" �- - - - - - AmIN6 SING � — - - - - - - - � :o WI OW NEW WINDOW WELL (TYP) WI OW — — — — — — I 10 v PROVIDE (1) LAYER OF 1/211 10 LL GYPSUM ON WALLS AND CEILING I I Key Map: IL THROUGHOUT BASEMENT �n I " 13'-8" " PROP, o I LAP-POOL —I�t PROPOSED --'`� u� m I I o e`er{ i 12'Xb'X4' PEEP m = - I NEW CONCRETE SLAB (TYPJ I 4 °J I $SE NT 9 ( 4" P.G. SLAB W/bxb 1010 MM aF 24" X24 1 X 4-1/2"D P4"W X24"L X 4-1/2"D PAD I I n � B.O.80JOISTS ~ ON 4 MIL. VAPOR BARRIER BY Rl WALLS EL.q'-0 1/2" BY SUPERIOR WALLS ON b" GRAVEL BASE 1 ABOVE GONG.SLAB a I I =q ' q'-1111 Gk. 011-011 q'-04 I a 54shb�� NEW (2) 1-3/4"x11-'1/8"2.OE LVL I I o4a I 1 I I oyv,a Sautld A"P �4' G LF -,ry 11 Y YD" LOCATION NEW2x8 OF SITE I — — — — — NEW 3 I/2 STEEL GOLl1Mhh ON P.T. JOIST 24"W X 24"L X 4-I/2"D PAD BY 76T SUPERIOR WALLS — �L I J �` — - - — — — — J N NEW CONCRETE SLAB (TYP) NEW CONTINUOUS 14 m =dry 4" P.G. SLAB W/bxb 1010 WWM �_ NEW GONTINUOU52x8 P.T.LEDGER BOARD in LEVEL 1/5" WITHIN 10 FT. o P.T.LEDGER BOARD ED OVER 3" RIGID XP5 FOAM INSUL. o p101-0" NEW FOUNDATION WALL (TYPJ • I •� 8" P.G. FOUNDATION WALL =K`! ON 4 MIL. VAPOR BARRIER iry 0 ! 11 ON 8 xlb P.G. FOOTING V ON b" GRAVEL BASE - d K/-2"x4" KEYWAY ? o - a � PROVIDE DAMPPROOFING. - To m CA 30 O is ARCH ITECTURALDESIGNSo PLLC . w ►n -,ry w 4250 VETERANS HIGHWAY,STE2040W HOLBROOK,NY 11141 tel. ( 631 ) 3101-104T fox ( 631 ) 315-10401 m NE i CONTINUOU524 I I PA LEDGER BOARD F O I Q NEW SUPERIOR WALL (Tyr) °Jx ®I 10-I/4" xI 01' HIGH NAIL -2-1/2"--2-1/2" INSULATION R-125 Q 10/27/21 A5 PER INSPECTORS COMMENTS I S ry � I 03/11420 A5 PER CONSTRUCTION 07/27/18 A5 PER TOWN COMMENTS No. Date Revision I Project Manager: EAB .J7LS Project Architect: ERIK A. BJORNEBY R.A. Project Designer: Drawn by: GLI Checked by: EAB FROPOSED FOUNDATION FLAN Design No.: Date: 06/21/I8 DOB Job No. 19 CRR—NY 1265.4NY—CRR LEGEND OFFICIAL COMPILATION OF CODES, RULES AND REGULATIONS OP THE STATE OF (B) NEW YORK (1) THE FORM TO BE USED TO GIVE THE NOTICE REQUIRED BY SUBDIVISION (A) OF E—r"IA"IeTea—i I — — EXI5TING WALL TO BE REMOVED Drawing Title: TITLE 19. DEPARTMENT OF STATE THIS SECTION SHALL BE SUBSTANTIALLY SIMILAR TO THE FOLLOWING, WITH ALL " CHAPTER XXXIII. STATE FIRE PREVENTION AND BUILDING CODE COUNCIL APPLICABLE LINES CHECKED AND ALL BLANKS FILLED IN WITH THE APPROPRIATE EXISTING WALL TO REMAIN INFORMATION: SUPROPOSED FOUNDATION BGtiAPTI=R G. OTHER REGULATIONS NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINI=FRED WOOD ' PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS TYPE CONSTRUCTION, CONSTRUCTION AND/OR TIMBER CONSTRUCTION " ,� NM WALL PLAN, NOTES LEND PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION TO: [INSERT NAME OF AUTHORITY HAVING JURISDICTION] OWNER: [INSERT NAME OFII NEW 6-I/2 SIP PANEL WALL Iq CRR-NY 1265.4 OWNER OF THE SUBJECT PROPERTY] SUBJECT PROPERTY: [INSERT STREETIt Iq CRR-NY 1265.4 ADDRESS AND TAX MAP NUMBER, IF ANY, OF THE SUBJECT PROPERTY] O SMOKE DETECTOR/ Drawing Scale: AS NOTED 1265.4 NOTICE TO BE GIVEN TO AUTHORITY HAVING JURISDICTION. PLEASE TAKE NOTICE THAT THE (CHECK APPLICABLE LINE)I NEW RESIDENTIAL „.•...._._,,,. ",i!�” 5D. CARBON MONOXIDE DETECTOR STRUCTURE ADDITION TO EXISTING RESIDENTIAL STRUCTURE REHABILITATION TO - •���• •� - C.M. Architect: Drawing No.: WHEN TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION, EXISTING RESIDENTIAL STRUCTURE TO BE CONSTRUCTED OR PERFORMED AT THE """`"""«"' ERIK A. BJORNI=BY R.A. '•�'•-°•'•"^�•• MMOMaT1oN POR"MUCTMAL AND/OR TIMBER CONSTRUCTION IS TO BE UTILIZED IN THE CONSTRUCTION OF A NEW SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (CHECK EACH APPLICABLE "" ""'"""`"" C o"u tlNl NT"TNATAIK OF T"1/"■TY►!CON"TAIM�/ON RESIDENTIAL STRUCTURE OR N AN ADDITIONTO OR REHABILITATION OF : - NOTE: PROVIDE SMOKE DETECTION SYSTEM INTER LINKED TOGETHER AS LINE) TRUSS TYPE CONSTRUCTION (TT) PREENGINEERED WOOD GONST'RUGTIDN (PW) �° -►•; _-_-,;;;;-�,�_ EXISTING RESIDENTIAL 5TR.UCTURE, THE OWNER OF SUCH STRUCTURE, OR THE :: PER STATE CODE 8314. LOCATED IN EACH SLEEPING ROOM OUTSIDE TIMBER CONSTRUCTION (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE OWNER 5 DULY AUTHORIZED REPRESENTATIVE, SHALL NOTIFY THE AUTHORITY A^ryppMltl IVMFY•.M EACH SEPARATE SLEEPING AREA,AND ON EACH ADDITIONAL STORY OF �� HAVING JURISDICTION OF THAT FACT. SUCH NOTICE SHALL BE IN WRITING AND LINE): FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS (F) ROOF FRAMING (R) 1..,• •-"••- �!� P DJOR4. SHALL BE PROVIDED TO THE AUTHORITY HAVING JURISDICTION WITH THE FLOOR FRAMING AND ROOF FRAMING (FR) DATE: [INSERT DATE FORM 15 SIGNED] THE DWELLING, INCLUDING BASEMENTS AS PER GODS. �� 1 SIGNATURE: [SIGNATURE OF PERSON SUBMITTING FORM TO THE AUTHORITY HAVING �It� g '' 1 APPLICATION FOR A BUILDING PERMIT. IN THE CASE OF A CONSTRUCTION, CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS w ' ADDITION OR REHABILITATION PROJECT COMMENCED PRIOR TO JANUARY 1,2015 JURISDICTION] NAME: [PRINT OR TYPE NAME OF PERSON 516NING AND SUBMITTING Title 19 NYCRR Part 1265.4 , , SHALL BE INSTALLED IN 13UILDIN65 A5 REQUIRED IN ACCORDANCE WITH F II AND NOT COMPLETED PRIOR TO JANUARY 1,2015, SUCH NOTICE SHALL BE GIVEN FORM] CAPACITY: [INSERT COWNERA OR COMER'S REPRESENTATIVEA AS L AS SOON AS PRACTICABLE AFTER JANUARY I, 2015 AND IN ANY EVENT PRIOR TO APPLICABLE] Place engineered wood placard on or SECTION 01152 FOR RESIDENTIAL BUILDINGS.CARBON MONOXIDE * V�<.��, THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF g P DETECTION SHALL BE INSTALLED IN DWELLING UNITS OUTSIDE OF EACH k- (^ COMPLIANCE FOR SUCH PROJECT. (2) AN AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO PRESCRIBE ITS adjacent to electrical meter box. SEPARATE AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.WHERE OWN FORM TO BE USED TO GIVE THE NOTICE REQUIRED BY SUBDIVISION (A) OF A Re-BURNING APPLIANCE 15 LOCATED WITHIN A BEDROOM OR ITST,G C-3? http://www.dos.ny.gov/dcea/noticadopt.html#Truss ` 01F W- /+ Sheets in Contract: THIS SECTION, PROVIDED THAT SUCH FORM REQUESTS AT LEAST SAME ATTACHED BATHROOM,CARBON MONOXIDE DETECTION SHALL BE � :.".r' INFORMATION AS THE FORM PRESCRIBED IN PARAGRAPH (1) OF THIS SUBDIVISION. INSTALLED WITHIN THE BEDROOM.CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN SLEEPING UNITS. 3 of 7 Project: FR01=05ED RE51 DENGE METAL ROOF A5 SELECTED BY OWNER 15#FELT. BUILDING PAPER T.O. PROPOSED RIDGE -_ _ _ _ _ _ _ - —L - - ELEV. 53.Is' - \ 8525 501JND AVE BITUMUS ICE $ WATER BARRIER / HATTIT•UGIG, NY IIg52 MIN. 5'-0",UP FROM EDGE OF ROOF NEN OF (TYP) 2' 0" PREMIER SCREWS ® 12"O.G.U.O.N. A/ I" MIN. METAL ROOF A5 SELECTED BY OWNER - PENETRATION INTO TOP PLATE. 15# FELT. BUILDING PAPER D 1 D 6 BITUMUS ICE 4 RATER BARRIER 10-I/4" SIP ROOF A_5 \ A-5 DIST: 1000 SECT: 122 $LIC: OI LOT: 2.3 MIN. 51 0"VP FROM EDGE OF ROOF / — \\ / ZONE: R-40 NEW ALUMN. G8d NAILS ® bUTTER �� O.G.EACH SIDE 10-I/4 51P ROOF PANEL � CONTRACTORS: CONTINU0U52x12 RIM PV 51P SCREWS 0 8" D.G. 2x TOP PLATE CONTINUOUS FASCIA NEW CONTINUOUS ALUMINUM 1 GUTTER AND LEADER (YP) \ -21-0" / PREMIER MASTIC NEW EXTERIOR WALLS 5/8" PLYWOOD SOFFIT 6-I/2" SIP PANEL WALLS 1/2" GYP.WALL BOARD D 2 fry 4" TRIM — INTERIOR SHEATHING ' 6-1/2" 51P WALLS TAPE,5PACKLE # SAND NEW SIDING;COLOR/TEXTURE TO BE APPV'D VAPOR BARRIER BY OWNER (1) LAYER 1/2" GYPSUM BOARD SIDING BY OWNER INTERIOR FINISH DRAINAGE PLANE OVER#15 FELT PAPER INSULATED GLASS AND WOOD (WEATHER BARRIER) \ WINDOWS BY "MARVIN" INTEGRITY ALL ULTREX OR APPROVED EQUAL (TYP) A-5 ' °j ENGINEERS: b \ W FINISHED FLOOR A,5 ELECTED BY OWNER ON 3/4" NEW 5/4"xb" P.T. I D 6 LY. AD. SHEATHING N q-Il2" WOOD PLANKS DATA I I FIRST FLOOR _ _ - `r JI F.J. SERIES 110 ® I " O.G. _ _ _ _ _ SCALE: I"=I'-O" ELLEV. 35.0' - NEW(2) I-3/4"Al-1/8".2.OE LVL 6-I/2" 51P WALLS AVERAGE ELEVATION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NEW 2x8 P.T.JOISTS _— ELEV. 32.65' PROVIDE (1) LAYER OF GYPSUM ® Ib" OG. 3 12 W STEEL GOLVNM5 ON 'D NEW / 2x8 LEDGER O BE APPY NEW NEW SIDING;GOLOR/TEXTURE T VI) GYPSUM BOARD ° " ,a,1�BY T�WALLS AND CEILING. BY OWNERINTERIOR FINISH 24 W X24 L X 4-1/2 D P C SUPERIOR WALLS © BOARD DRAINAGE PLANE OVER#15 FELT PAPERPREMIER MASTIC 4 (WEATHER BARRIER) _ • " O.G. EACH SIDEEW SUPERIOR AAL P NEW CONCRETE SLABKey Map: N LINSULATED GLA55 AND WOOD WINDOWS BY 10-I/4" xl q' HIGH AALL 4" P.G. SLAB Albxb 1010RVIN" INTEGRITY ALLULTREX ORTALL PANEL TOP 2-I/2" INSULATION R-1.25 LEVEL I/8" WITHIN 10 FT. "MA 2x IN PANEL OVER 3" RIGID XP5 FOAM INSUL. �°, APPROVED EQUAL (TYP) ON 4 MIL. VAPOR BARRIER .sry :� ON 6 GRAVELASE B B.O. SUPERIOR WALL ELEV.-25.0' N I t DETAIL -2a a��5¢SRb,�ve SCALE: I"=I'-0" �,�t ;OF ayP ;r d CROSS SECTION A-A ATION SCALE: 1/4" = I'-0" SITE INSULATED GLA55 AND WOOD WINDOWS BY FIELD INSTALL PANEL TOP METAL ROOF AS SELECTED BY OWNER "MARVIN" INTEGRITY ALL ULTREX OR 2x IN PANEL APPROVED EQUAL (TYP) 15# FELT. BUILDING PAPER Sd NAILS 0 b" O.G. EACH SIDE 10-I/4" SIP ROOF �,ONTINU01152x12 RIM W/ � rt NEW 51011"167;COLOR/TEXTURE TO BE APPVV PREMIER MASTIC 51P SCREWS ® 8" O.G. BY OWNER PREMIER SCREWS 0 12CAWN..O.N. (I) LAYER I/2" GYPSUM BOARD �� A/ IN MIN. GONTINUOIJS FASCIA DRAINAGE PLANE OVER #15 FELT PAPER INTERIOR FINISH PENETRATION INTO TOP PLATE. (WEATHER BARRIER) Lb-1/2" SIP WALLS 5/8" PLYWOOD SOFFIT DETAIL 3 , 4" TRIM ARCH ITECTURALDESIGNS, PLL( SCALE: 1"=P-O" O NEW SIDING;GOLOR/TEXTURE TO BE APPV'D 4250 VETERANS HIGHWAY,STE2040W HOLBROOK,NY II BY OWNER tel. (631 ) 311-1041 fox ( 631 ) 31q-104 6-1/2" SIP WALLS INSULATED GLASS AND WOOD NINDOW5 BY "MARVIN" INTEGRITY ALL ULTREX OR (1) LAYER 1/2" INTE IRYP IRM BOARD Sd NAILS ® b" O.G. EACH SIDE APPROVED EQUAL (TYP) NISH 2x6 SIP PLATE 2x TOP PLATE h NEW SIDING;COLOR/TEXTURE TO BE APPVV S/4" PLYWOOD SUBFLOOR ON m BY OWNER TDP MOUNTED JOIST HANGERS PREMIER MASTIC DRAINAGE PLANE OVER#15 FELT PAPER SIMPSON IT52B I/q.5 18 GAGE b-1/2" SIP WALLS (MATHER BARRIER) Q 10/27/21 A5 PER INSPECTOR'S GOMMEN' DRAINAGE PLANE OVER#15 FELT PAPER TJI 01-1/2" FLOOR JOISTS SERIES 10-I/4" 51P ROOF (WEATHER BARRIERS PAIR OF 8" 51P SCREWS 110 ® I b" O.G. W/R-30 BATT ® 8° O,G, 03/I1/20 A5 PER CONSTRUCTION I6d NAILS ® 12" O.G.U.O.N. =ry INSULATION I DOUBLE PLATE 3" ROUTE Sd NAILS ® b" O.G. EA( SIDE 0 BOTTOM No. Date Revision C 1/2" SILL PLATE BOLT 2X10 ME55LRE TREATED SILL PLATE OVER . TERMITE SHIELD STEEL REINFORCED BOND BEAM (1) LAYER 1/2" GYPSUM BOARD a. Project Manager: EAB #3 BOND BEAM REBAR _ INTERIOR FINISH a � ; . I" EFS BOND BEAM INSULATION � Project Architect: ERIK A. BJORNEBY R.A. } CONTINUOUS BLOCKING 60 ° GRADE ;; a CONCRETE STUD FROM EITHER 05B RIB ;; (WRAPPED IN I' EPS, INSULATION) STOCK OR2xl2 Project Designer: 1-3/4" CONCRETE FACE SHELL i,�/ // VERTICAL #4 REBAR DETAIL �'') I Drawn by: G 2-I " FOAM INSULTAION (INSIDE EACH 5TUD) 1�ETA I kms• � - Checked .: EAB STEEL REINFORCED FOOTING BEAM GALVANIZED STEEL 5TUD FACING SCALE: I I/2"-I'-0" Date: I' I Design No.: FILTER MEMBRANE SLAB CONNECTOR AS REQV. 06/21/18 b" DIA. CONT. PERFORATED DRAIN 4" P.G. SLAB W/bxb 1010 NW DOB Job No. 4.: VTR— PIPE WITH STONE BACKFILL TO ° - ROOF DRAIN FIELD a ° ° �t ° a 0 cat I I/2" j NEW -----1 1/2°i---- I ill" INEW I Ill" INEW 1 1/2" I I 1 1/2"1 NEW GLEAN CRUSHED WASHD.W. STONE FOOTING ER INEW I I LA\/. I LA\/. I K.S. ID I l W G. I I � DETA I L 4 ' 1 SCALE: I"=1'-O„ INEW INEW Drawing Title: I g ISHOMP, I/2" 11/2" ISHOWER 1 1/2" F I R5T FLOOR PROPOSED SECTION, 4" TO NEW DETAILS, NOTES I$ PLUMB C'O' SANITARY NOTES SYSTEM R I SSR D I AGRAH 6-1/2"51P PANEL CONnNM SEALANT EACH SIDE OF FRAMING TYP.A5 ����BY~. IN COMPLIANCE WNE WORK THE BUILDING GORE OF NW YORK STATE REQUIREMENTS FOR Drawing Scale: AS NOTED WIND UPLIFT RESISTANCE. Architect: Drawing No.: SASEHENT " " " " " I. ALL ANCHOR BOLTS ARE TO BE � x 10 MIN. wITH 2 x 2 SQ. WASHERS 2-o ERIK A. BJORNEBY R.A. O.G. (1800 pal RATING FOR ASSEMBLY CONSISTING OF BOLT, WASHER d DOUG-FIR PLATE). SEALANT A5 RECOMMENDm 2. ALL ROOF PANEL 5GREWS WITH WASHERS SHALL BE 8" O.G. MAX AND RATED ''�G COMMON NAILS 0 6"OL. BY MANF. �• P,JOA-5 8d NOTE: FOR 1,200 LBS WITHDRAWAL FROM DOlJGLAS FIR. ���� � ���C1 :� EACH STRIP AND EACH SIDE EXPANSION GAP 1/8" HATCH INDICATES NEW FIX11)RES. 4. ALL PANEL SCREWS BE 12" D.G. MAX AND RATED FOR 1,500 LBS WITHDRAWAL � FROM DOUGLAS FIR. ; HER PANEL SKIN BLOCKING FASTENERS SHALL BE MINIMUM OF #8 x I DETAIL 5 5. ALL OT SCALE: 1-1/2"=P-O" STAINLESS STEEL SCREWS b" D.G. LL F LUMB I NG 14 RISER D I ARAM b. ALL EXTERIOR WINDOWS AND DOORS ARE TO BE: DETERMINED. �ycS�T^r t732�3�->,�� Contrac SCALE: NT5 01c: Sheets in 7 of 7 Project: PROPOSED RESIDENCE S1 I L CE FIR , D RE X525 501JND A VE I oC�z�iG�1 `2 ` SOUND A VV MA UMATTI TUCK, NY 11 q52 9 NNI' 7 1195L'0"' 9 9 DIST: 1000 SECT: 122 BLK: OI LOT: 2.3 GENERAL NOTES SITE PLAN SCALE: 1" =20'-0ZONE: R-40 " GENERAL NOTE5 GONGRETECONTRACTORS: 3. ALL WOOD CONSTRUCTION SMALL COMPLY WITH THE NATIONAL OM16N gp N17AR,� I. ALL CONCRETE WORK SMALL CONFORM NTH THE REQUIREMENTS OF THE SYS / I. ALL WORK 15 TO CONFORM TO THE RULES AND REM ATION5 OF THE ASCAN(CONCRETE IN5TI7UTE ALL 318 LATEST EDITION. SPECIFICATION FOR WOOD CONSTRUGT1oN,LATEST EDITION. LOCAL BUILDING DEPARTMENT AND THE N.Y.S.WILDIN6 CONSTRUCTION -I- GODS. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED �3s 2• �CONTRACTOR TO SET AND PLACE FORMS WITH STRICT 4. ALL WOOD F.XP05ED TO WEATHER SHALL BE GGA TREED ATIN A5 RELIEVING THE CONTRACTOR FROM EXEUJTION OF ALL WORK IN ATTENTION AND CARE TO ALL DATUM,FLOOR AND 6RADE ELEVATIONS. ACCORDANCE WITH APPA STANDARDS. LOT AC,GORDANGE WITH ALL STATE AND/OR LOCAL CODES. S. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST S. ALL WOOD CONNECTORS SHALL BE 13Y'SIMPSON%'TECO',OR APPROVED 2 2. ALL ELECTRICAL WORK TO BE FIRE UNDERWd2111ER5 INSPECTED AND AC.I.SPECIFICATION. EQUAL. / - REpllgLiG APPROVED. SUBMIT GERTIFIGATE TO ONERU'ON REGEIPr. 4. ALL TEMPERATURE REINFORCING SMALL 13E SUFFICIENTLY TO OUN / DEVELOP I1A.L STRENGTH IN ALL GONC.RETE WALLS AND SLABS. b. MEMBERS OM16HATED AS'6AN6 LAM'OR'LAMINATED VENEER LUMBER' F�Nv WA-f�R) / 2.0 ` 3. ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL SERVICE AND PARCEL OR'LVL'SHALL BE MANUFACTURED IN ACCORDANCE WITH SPECIFICATIONS FOR ADEQUACY M PROVIDING NEW ELEGTHRIGA: INSTALLATIONS A5 5. PROVIDE ADEQUATE TIEa FOR ALL 5TH REINFORCED IN SLAGS,BEAMS, BY LOUISIANA PACIFIC,CORP. NO SUBSTITUTES SHALL BE PERMITTED SHOWN ON THE PLANS. UPGRADE,SERVICE,METER AND PANE.A5 MAY PIER5,AND WALLS,REINFORCED TO BE RED AT CORRECT DISTANCE F13= 2, THE I,FV=Lq APPROVAL DESIGN 5TRE55C5 ARE A5 FOLLONS / � � / / FOS 1 ie.a BE REQUIRED. FROM FORMS AND EARTH BY STEL CHAIRS OR TIES. FB= z,950P51,FY= ZgoPSt,E= 20000ooPsl ( s3., / �/ ,1z :22 ��' I ENGINEERS: 4. ALL PI.�INS WORK TO BE IN STRICT AGGORnANGE WITH KYS.GORE b. FOLLOW CRS.I.RULES FOR PLACIN6 ALL REINFORCING ST®.AND 1. THE ARCHITECT SHALL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR �n \ " AND ALL APPLICABLE LOCAL RE SULATION5. AGGE55ORIE5. VERIFICATION OF LOADS AND BEAM SIZES NTH MFR PRIOR TO ORDERING / N 81� / 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURACE,IE.CONTRACTOR'S 1. CONTRACTOR SHALL SUBMIT CONCRETE MIX RETORT WITH COMPRESSION AND MA,5FA LD I NOTIFY ARCHITECT OF ANY DISGRE?ANGIES,IN � � J WRITEN6,SHOULD THERE BE A PROBLEM. -�"�� � � +�8.e LIABILITY,WORKMANS COMPENSATION,C 0M FL M OPERATIONS,ETC, TEST RESULTS TO EN61NE ER FOR REVIEW PRIOR TO 5TARTIN6 FOUNDATION I oA + 223 + ADEQUATE FOR THE PURPOSES OF TH 15 PROJECT AND RM15H PROOF OF CONSTRUGTEON. 8. J015T SIZES AND SPAGIN C,EVEN FOR DOU6-FIR LARCH U Ob= 1,115 SAME TO THE OWER PRIOR TO COMMENGIN6 WITH WORK PSI Fv= qO PSI AND E=1.6x10 P51). VERIFY SIZES NTH ARCHITECT IF +2..4 8. RtNRSENTATIVE TEST CYLINDERS SMALL BE TAKEN FROM THE CONCRETE / GOOF° TAX 6. EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HIS INSURANCE OTHER SPEGIlS OR GRADES ARE USED. / PI.AC.ED EACH DAY IN AGGORDANC.E WITH CONCRETE SPECIFICATIONS. � ��L79- � LQT COVERAGE(WORKMANS COMPENSATION,LIABI_ITY,DISABILITY)TO TESTIN6 SHALL BE PERFORMED AT 1 AND 28 DAYS. q. THE OM16N LIVE LOAD IN LMN6 AREAS 15 40 P5F(DL=10 PSE)ATTIC --- % / +�s 2.'5 THE OME R PRIOR TO COMMENCIN6 WORK EACH SUBCONTRACTOR SMALL q. ALL MESH SHALL BE SPLICED 50 THAT TIE OVERLAP BE`IVM OU M40ST LIVE LOAD 1520 P5F(DL=SPSF)ROOF LOAD 15 30 PSF(DL=10 PSF). +�aa poen AGE \_� (VAGANT) RA��-FEN SUBMIT LIENRELEASES PRIOR TO REQUESTING FINAL PAYMENT. GROW,{WIRES OF EACH SHEf715 NOT LESS THAN THE G OF SPANS AND SPANS IN LMN6 AREAS ARE LIMITED TO A DEFLECTION �21O �E SPACINTHE _ CROSS WIRES PWNCHES S TWO I ,UNLESS OTHERWISE SHOWN ON THE OF L/360. +21.0 l _ �-' ` or - THE (T ON 1. CONTRACTOR SHALL AT ALL TIMES PROCEED METH WORK A5 TO MINIMIZE / / / THE ONUER'S INGONVENIENC.E,AND SHALL DO 50 IN A WORKMAN-LIKE DRAWING. 10. ALL CONGEALED SPACES IN WOOD FRAMING SHALL BE FIRESTOPPED NTH Pp5�NGe `� 2°� '� 2° p� / gQUTHQI-�NT MANNER. 10. ALL FOUNDATIONS SHALL BE CA5T ONJA�IDISTUtBED OR CONTROLLED YOM BLOC.KIN6 ACCURATELY FITTED TO FILL THE OPENING AND Rp�L F ' �` / �- D� LOPM �g5 Key Map: COMPACTED SOIL HAVIN6 A MINIMUM BEARIN6 CAPACITY OF TWO(2)TONS ARRA 'm TO PREVENT DRAFT" FROM MOVING FROM ONE SPACE TO 8. ALL SALVAGEABLE MATERIALS,AND EQUIPMEKT INGLIUDIN6 FIXTURES, ANOTHER.H 23.2 f1JRrI15HIN65 AND DECOR ITEMS SHALL BE STORM AND PROTECTED FROM PER SQUARE FOOT UNL.ES5 OTHERMSE NOTED(SUBJECT TO FIELD INSPEGTEoN AND VERIFICATION BY GONTRAGTOW. II. PROVIDE> ID61N6 8'-0'o o.MAX(SOLID OR GR055 BRI061Nk5). DAMAGE W nL THE ONQtBz DETERMINES THE COURSE OF ACTION TO12. - TAKEN WITH SAME. II. MAXIMUM STEP OF FDOTINi65 SHALL BE ONE VERTICALLY TO TWO SHALL NOT BE PERMITTED 0 OR HOLES FOR PING ETC.IN STRUCTURAL FRAMING MEMBERS TA O ' 24 / 1 / �/ ` O i lY,' 4` 0 p X +25.0 / q. PROTECT AND MAINTAIN EXISTIN6 UTILITY LINES MICA ARE TO HORIZONTALLY WEER ELEVATIONS GRANGE. _ o LOT p sb -- / QAb, �+ '�s� 13. DOUBLE JOISTS UNDER ALL PARTITIONS RIMMING PARALLEL NTH THE p4 � <. REMAIN IN SERVICE IN SUCH A MAKER AS TO AVOID INTERRUPTION OF J015T5. 100-121-02" 1 / ,r. THESE LINES. U O11�N5E NOTED,ALL EXISTING UTILITIES SMALL BE �. ALL RETAINING WALLS SHALL AD6QUATE3 Y BRAG®DURING ALL FLOOR AND SM16K OPENIN65 ARE TO BE FRAMED NTH VaIELE GE ('� ALTERED,GAPPED,OR RELOCATED IN A MANNER APPROVED BY THE CONSTRUCTION TO MAINTAIN SAFETY AND STABILITY. BACKFILLING SMALL 14' HEADERS AND TRIMMERS,ERULLY JOINED WITH T®.BRIBRID6E5 OR'TEG05'. R�p�gLIG -� -sa- /� prop � / :�� 6OVERl�ENTAL AIUTHHC)RITII�AND UTILITY GOMPANIFS HAVING JURISDICTION NOT BE PERMITTED UNTIL GONGRETE HAS ACHIEVED gO%OF THE SPECIFIED -I d � � _� � na•. � � a � DE516N STREN6IN. yyA-mR) +3�.2 -3a Wo x+ S +(VP 50 AS TO GUARANTEE A COMPLETE INSTALLATION 15. TO ELIMINATE THE HAZARD OF MOISTURE CONDENSATION IN GOLD +30.7 ago 13. ALL GONGRTE SHALL ATTAIN A MINIMUM STRENGTH OF 3,000 PSI X28 HEATHER, AND TO PM41T THE ESCAPE OF HEAT IN HOT WEATHER ��a-s9D �' s:,.;' 11. CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL EXI5TINO WORK VENTILATION OF ATTIC AND CRAWL SPACE515 REQUIRED. MLXKIN6 AND O \ ADJAGE T'TO HI5 WORK,OR DAMA6M AS A RESULT OF HIS V4ORK DAYS.FOUNDATION,SLABS ON GRADE AND C.ONGRETE EXP05ED TO BRID6IN6 SHOULD BE ARRANGED 50 A5 NOT To INTERFERE WITH THE V*ERE FXO5TIN6 MATERIALS ARE TO BE MATCHED,CARE 15 TO BE S'BE AIR ENTRAINED. _ MOVEMENT OF AIR TAKEN IN BLENDING COLORS AND RPLIGATIN6 ADJACENT FORMS AND 14. ALL CONCRETE REINFORCING STEEL SHALL BE IN ACCORDANCE NTH ASTM \ ___3a �\ �„ 5� + N LOCATION A-615 GRADE 60 DEFORMED BARS. Ib. ALL CATHEDRAL CEILIN65 SHALL HAVE GONIINUOU�' VENTILATION FROM � -___ _ CONTOURS. EAVES TO RIDGE SERE INSULATION AGGORDIN6LY.PROVIDE 3/4'dia. VENT \ ,,.. '"` OF SITE 15. YOMM E MESH SHALL BE IN ACCORDANCE WITH ASTM A-185. HOLES AS NEEDED THRU CONTINUOUS 5KYL16HT FRAMING TO MAINTAIN 12. BEFORE SUBMITTING ANY PROPOSAL,IT SHALL BE THE RESPONSIBILITY 15. VENTILATION. ` -36- RAIL S 414-46 OF THE CONTRACTOR TO FAMILIARIZE HIMSELF NTH ALL E.XI5TIN6 16. ALL STRUCTURAL MARS SHALL BE POURED FOR THEIR RLL DEPTHS IN 11. DOUBLE J015T5 JJNDER ENTIRE BATHROOM ARUNL EA ESS OTHERMSE NOTED. 36.9 + __\ \ ` © 1� F°VGE T o A5 � 50" W � �1 N ERI CONDITIONS,MATERIALS TO BE MATCHED,WORKIN6 SPACE AVAILABLE, ONE OPERATION.C 6TIMTION JOINTS SUCH AS A DAYS POUR JOINTS 18. THE GONTRPrGTOR SHALL RESPONSIBLE FOR GOORDINATIN6 ALL - Maw NE W SAFETY PRECAUTIONS,ETC.REQUIRED FOR THE SAFE AND EXPEDITIOUS SHALL BE LOCATED IN LTE MIDDLE OF THE SPAN,MAIN REINFORCIN6 TO REQUIRED INSPECTIONS OF THE ROl16H AND FINAL FRAMING S'6 1ED (4�: EXECUTION OF THIS CONTRACT. FAILURE To DO 50 NLL NOT BE RUN THROUGH TIE JOINT,KEY AND ROlU61EN JOINTS TO EXPOSE \ ,__�-GON , 6.88 ( -- CAUSE FOR EXTRA G05T5 TO THE OVER OR OWNR'S R13'RESENTATIVES. A66RSATE FOR CHEMICAL BOND. let. THE CONTRACTOR SHALL INCORPORATE ALL REWIRED STRAPS,ANGLES, i TI + ES,SUPPORTS,ETC.AS MAY BE RELIIUIRED FOR PROTECTION OF _'` (2� �'.b CONTACT THE ARCHITECT IMMEDIATELY IF FED CONDITION5 ARE 11. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EX CENT AS SHOW ON STRUCTURE FROM FORCES OF NATURE THIS INGLUDCS ROOF TO ROOF; + '- FOUND TD BE OTHER TITAN THOSE 5HOWN HEREON PRIOR TO PROCZMIN5THE DRANN65,NTHOUT THE APPROVAL OF THE EN61MR. ROOF TO WALLS;WALLS TO WALLS AND WALLS TO FOUNDATION. THESE T WITH WORK AFFECTED BY SAME. FASTENERS/TIES SHALL BE AS MFRD BY SIMIPSON OR APPROVED EQUALM01��0% 1 �_� 53 13. CONTRACTOR SMALL VERIFY ALL DIMEN510r5 PRIOR TO 18. MAXIMUM LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION SHALL O0, _ - BE No MORE THAN TWO CONSECUTIVE C40UMN DIM.OR 60 FEL=T. Y "'�Jy 3e 4 � �.� � 200. +3 8 - FABRICATION. / s �� �/� �.� O J�./ �-36.99 4o.i° ...�.�' S 131 � / ��.-- - GONTRWTOR TO EE RESPONSIBLE FOR SETTING ALL WHOR AD TION:R I 2.1: + 14. DISCREPANCIES,ERRORS,OMISSIONS,ETC.,IN ANY PORTION OF THE Ig. CONCRETE _ +3,38 ARCHITECTURALDESIGNS, PLLC BOLTS AND LEVELING PLATES. AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF FOR DRANN65 WEIGH ARE AT VARIANCE WITH THE LAW ORDINANGFS,RULES R0oF5/GEEING ASSEMBLIES OR Io PSF FOR FLOOR - X--�'-X � �.I-OR RIER LATION5,BEARIN6 ON THE CONDUCT OF THE WORK SHALL E +39., _ 20. PROVIDE GON1Itd000`' 2x6 TREATED 51LL PLATE OVER TE3RMITE SHIELD a`fB�ff)I-IES. �-_�� -��- RIRORTED PROMPTLY TO TIE ARCHITECT. TIED INTO FOUNDATION WALLS NTH ICE'ANCHOR BOLTS 8'-0'o c. (I'-0' LIVE LOAD PER R 3015 M°ouND 7 - -3e- - ���i- 4250 VETERANS HIGHWAY,STE2040A HOLBROOK,NY 11141 FROM ALL )WITH lo'min E148EDMBlT:PR01/IDE SELL 115E LUNE LOAD o-a71�O��" - + �- tel. ( b31 ) 319-104'1 fax (631 ) 319-1049 I5. IF CONDITIONS arzt NTERED DURING CONSTRUCTION DIFFER --- / - �j-�'� SFALU3t AND GROUT SELL PLATE TO WALL �1MINHABITABLE ATT1G5 KITHOIIT STORAGE 10 -H-3a� - _ FROM WHAT 15 SHOM ON DRANN65,THE EN61NE ER SHALL Bt: UNINHABITABLE ATTICS WITH LIMIT®STORAGE 20 - - -- �--�� o►+ . NOTIFIED IMMEDIATELY AND WORK SHALL NOT PR06R55 UNTIL 2ONCR 1. FLOOR SLABS ON 6RADE TO BE 4'POURED CONCRETE NTH bxb/1.4X1.4 HABITABLE ATTICS AND ATTICS SERVED NTH FIXED STAIRS 90 ALL PROBLB-5 ARE RE50LVM TO THE 5A7ITACTION OF THE 6A.MIRE REINFORCING AND STEEL TROPE_FINISH. PROVIDE ICE' BALCONIES t1=XT1:RIORJ AND DGGKS 40 +39.43 ��-- q1-' � I - n � oT ENGINEER DID EXPAN51ON JOINTING AT FLOOR SLAB AND FOUNDATION FIRE t�GAFTxi 40 -- �j ��-� -_ - TAX WALL. PROVIDE 2'(ft l0 min)RI61D INSULATION 2'-0'EACH WAY (FOR 6UARD AND HANDRAILS 200 r °N-- Ib. ALL SUB ONTRACTOR5 SHALL BE RESPON51BL.E FOR FILING AND GUARD IN-FILL COMPONENTS 50 +40.96 L�QI-� OBTAINING APPROVALS FOR THEIR WORK WEIGH MAY BE REQUIRED. HEATED SPAGE5). PA56EWER VESICLE 6ARASE 50 - _�- IOQ- 22. ALL SLABS ON GRADE SHALL HAVE THIUCL�ItN65,DEPRESSIONS, ROOMS OTl�THAN SIMN6 Wn 40 _ _��,�---�' APP IOWA �a+ TAX RESID�NG� 11. ALL SUBGONTRAGTOR�SHALL PROVIDE ALL E WIPMEW,TOOLS,FENCES, OPENIN65,ETC.,AS REWIRED OR A5 SHOWN HEREIN OR ON SLEEPING ROOMS 30 LOGA�_� TRANSPORTATION,SAFEGUARDS,ETC.,A5 REQUIRED FOR THE PROPER ARCHITECTURAL ORANN65. VAPITF STAIRS 40 Dnp _" 122-0I '4 \ y lAPT1:R) / EXECUTION OF THEIR AWK 23. PROVIDE POCKETS IN WALL FOR COLUMNS,BEAMS AND SLABS. MIK ROOF LIVE LOADS TABLE R 301b TRIE CTARY LOADED AREA IN \ � �� - - - LAQT 00 100-12-2-01 RESID):NGE \ © 03/19/20 AS PER GONSTLZUGTION 18. ANY DEVIATIONS FROM THE ARCHITECTS DRAM 65 MUST BE SUBMITTED MINIMUM BEARING ON WALLS OR BEAMS: 4'FOR SLABS,8'FOR BEAMS, SWARE FEST FOR ANY I T M r`�- - AX 100-1:22 1 >=NG� tZ) QI 07/2'i/18 AS PER TOWN COMMENTS TO THE ARCH TEG IN V RETIN6 FOR APPROVAL. U.O.N. STRUCTURAL O TO200 I TO 600 OVER 600 T I� Iq. EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR 24. TOP EEVATION OF SLABS SHALL VARY AC,C,OF2DIN6 TO FINISH FLOOR T OR RI5E 1156 20 I L2 �--�- LQT ( gLIG \ No. Date Revision 1-2 MAINTAINING SAFETY ON THE JOB SITE VURIN6 THE CONSTRUCTION PHASE TO MATERIAL SEE ARC441TE CTLIRAL PRAMN65. NGIES PER FOOT +41.2 \ 100 COMPLY WITH THE MOATIONS AND REQUIREMENTS ME NT'S OF THE OCCUPATIONAL M. IN ANY APPROVFO CONSTRUCTION JOINT,PROVIDE2'X 4'KEY MIN.AND-24 SE 4 INCHES PER FOOT :3 TO 16 14 D SAFETY AND HEALTH ADMINISTRATION. THIS SMALL INGWDE,BUT ARE NOT BAR DIAMETER LAP(Ib'MENU OF REINFORCING,EXCEPT FOR SLABS ON THAN 12 IINCHES MR SE 2 INCITES PER FOOT I•T 12 1Z 12 LOT REP LIG \ \\ Project Manager: EAB LIMITED TO: PROVIDING ALL WXZ55ARY TEMPORARY SUPPORTS AND 6RADE. 13WIN6 AS MAY BE REQUIRED PRIOR TO THE TIE INSTALLATION OF NEW 26. SLAB ON GRADE SHALL BE POURED IN STRIPS.GONSTRUGTION OR TrR1 100-122_Oj-I'1 Wp`-�ER) Project Architect: ERIK A. B.IORNEBY R.A. GON[TROL JOINTS SHALL HAVE A MAXIMUM 5PAGIN6 OF 30'-0' IN EITHER _ G� \ j STRUCTURAL Et1rENT ,A5 WEE.A5 ADEQUATE AND PROPER BARRICADES, �SIDEN \ RAILIN65,LIGHTING,STAIRS,ETC.REQUIRED TO PROTECT THE WORKMAN, DIRECTION.MAXIMUM AREA OF POUR SHALL 13E 2100 50.FT. STRUGTTURAL M11348BR 7 ALO ABLE R(PRI`�A OWNERS PERSONNEL AND OTHERS FROM INJURY DUE TO CONSTRUCTION � VERZ T10N ALL) \ Project Designer: WORK PROVIDE FREE AND SAFE PASSAGE FOR PERSONS TO AND FROM ZT. ALL WALL AND PIER ALL FA 65 SHALL LL MINIMUM D THICK AND PROJECT RAS,HAVIN6 SLOPES 6RFATE-R THAN 3/12 WITH LAAO W \ \ \ Y GLI AREAS AND FACILITIES WHICH ARE TO RE],TAIN b'MINIMUM BEYOND ALL FACES WALLS AND PIERS UNLESS OTHERNSE FIN15HED CEILING NOT ATTACHED TO RAFTERS Drawn b NOTED. INTERIOR WALLS AND PARTITIONS HMO \Nr' \ \ \ Checked by: EAB 20. FI6URED DIMENSION5 EHALL 60VERN SMALL 50AL.E DRAWINGS WERE 28, 6R.1UT USED SHALL BE NON-FERROUS NON-SHRINBC 6R.OUT BY IN-PAKT AND FLOORS L136O V v \ DIMENSIONS ARE ESTABLISHED BY CONDITIONS. IF FX ISTIN6,EACH 54ALL ATTAIN A STREN6TH OF 4,000 P51 IN 1 DAYS. CEILIN65 WITH BRITTLE FINISHES L1360 \ Design No.: Date: CONTRACTOR SMALL MEASURE EXISTING CONDITIONS PRIOR TO ORDERING ('NAMN6 ITER`5TJCC,0) ZONING INFORMATION MATERIALS AND COMMENCING WITH WORK 2q. ALL SLAB TEMPERMURE REINFORGEMBdT To BE FIMOT:SH CONCRETE CEILIN65 NITIJ FIBOBIF FINISHES W40 LIST OF DRAWINGS 06121AD REINFORCEMENT A5 MANUFACTURED BY FIBERMESH CO.OR APPROVED (INCLUDING 6YPSUM BOARD) 21. 60dERAL GONTRAGT0IZ AND MI5 SUBS ARE RESPONSIBLE FOR ALL LAY- 1=CIUAL. HEXING AND PLACEMENT SHALL BEIN AGf.ORDANGE TO OR WALL-HIND LOADS KITE PLASTER OR HC36o ALL OTHER STRUCTURAL MEIBIRS L240 SITE AREA: 36,162 S.F. BULK REGULATIONS I-FAMILY DETACHED DW811NG BULK REGULATIONS FOR AG�E550RY Bl11LDING (GARAGE) DOB Job No. WORK,OUT W ,INGWDIN6 SPECIFIED LAY-OUT ORANN65 A5 REQUIRED. MANUEXTERIOR FA ILRERS SPECIFICATIONS. snrw EXTERNSHALL COORDINATE RESPECTIVE SFINISH AL CONTRACTOSUBCONTRACTORSAREA CALCULATIONS PROPOSM BUILDING VV SLOPING ROOF SIRED PROPOSED GENERT- SITE PLAN, NOTES r€ ZONING INFORMATION EXTERIOR Wa-LS-WEND LOADS NTH OTHER BRIT>1 E FIN15t� M40 EN-I ENERGY CONSERVATION CODE 50 AS NOT TO CAUSE 4NE7UE HIAR125HIP,DELAY AND INTERFERENCE WTH EXTERIOR WALLS-WIND LOADS KITH FLEXIBLE FINISHES HA20 PROP05M MIK LOT SIZE 40,000 5F. 96,162 S.F. MAX BUILDING HE1614T 22 Fr. 12 Fr. CONDUCT OR AORK STEEL LINTELS SUPPORTING MASONRY VEER WALLS 1_/600 BASEMENT W1 sr., A-1 PROPOSED FOUNDATION PLAN, 22.CONTRACTOR TO REMIOVE ALL DEBRIS CREATED BY THIS WORK FROM THE FIRST FLOOR(LIVABLE) 881 S.F. MSL LOT WIDTH 150 FT: 20o Fl: MIK SIDE YARD 15 Fr. 20.1 FL NOTES 4 LEGEND SITE AND DISPOSE OF IN A LEGAL MANNER ON A WEHCLY BAslS OR SOONER I. ALL FABRICATIONFOR ERECTION�T ATO AISG CODE COMPLIANCE NOTES � L AREAPORCH(FRONT) F KK LOT DEPTH B' 100 Fl MIK REAR YARD 15 FT. 114A FT A 2 PROPOSED FIRST FLOOR aL ROOF PLANS, IF CONDITIONS WARRANT. OPEN MINI FRONT YARD 50 FT 23. AT THE COMPLETION OF WORM,THE SITE 15 TO BE CLEARED OF ALL 2. ALL STRUGRURAL 517ML SHALL BE ASTM A-3b,EXGE'T 5TRUCTURAL TUBE STEPS 4 OPEN PORCH(R16HiT SIM 23 S.F. . 50 FT. MAX FLOOR AREA 150 S.F. 300 5F. NOTES 5 LEGEND A-3 PROPOSED ELEVATIONS DEBRIS AND EZE 56 MATERIALS. THE FACILITY 15 TO BE LEFT BROOM WHICH SHALL EE A5TM A500 6RADE B.AND STRUCTURAL PIPE WHICH BUILDING PLAN REVIEW NOTE: STEPS E OPEN PORCH a AP POOL) 34 5F. MIK SIDE YARD 15 Fr. 341.6 FT. MAX DORMER MOTH 40%OF ROOF WIDTH WA GLEANED AND WORK 15 To EE COMPLETED TO THE TOTAL SATISFACTION SHALL-BE ASTM A501. TOM OF SOUTHIOLD BUILDIN6 PLANS EXAMINER SHALL REMEN THE DETAOW 6ARA6E Soo SF A-4 PROPOSED ELEVATIONS OF THE ortER PRIOR To RELEASE OF FINAL PAYMENT. ENCLOSED DOCUMENT FOR A MINIMUM ACG3'TABLE PLAN SUBMITTAL MINI EIM SIDE YARDS 35 Fr. 1502 Fr. MIN,FRONT YARD 50 FT. 60.3 Fr. Drawing Title: S. ALL STRUCTURAL.STEELV5ED AS EXTERIOR WALL LIMMS SKAL.L.BE REQUIREMENTS OF THE TOWN OF SOUTHOLD AS SPECAFIED IN THE EVILDIN6 TOTAL'BUILDING AREAO 1,512 S.F. MIK REAR YARD 50 Fr 1155 Fr A-5 PROPOSED SECTION, DETAILS, NOTES 4 24. THE ARCHITECT HAS NOT BEEN RETAINED FOR ADMINISTRATION OF THE 6ALVANIZED. AND/OR RESIDENTIAL CODE OF THE STATE OF NEW YORK THIS REVIEW LOT COVERAGE 4.2% PLUMBING RISER DIAGRAM GONSTRUGTiON OF THIS PROJECT. 4. BEAM CONNECTIONS SHALL BE DE516NED TO NTHSTAND ONE-HALF THE 516N�OF THE DES16NOT 6UARMTEE NPRINTERPRETED HAS BEEN INTRPRETED AS AN FLOOR AREA 1.�qq 5F.IANCE MTH THAT CODE. THE SEAL AND MINI ENABLE FLOOR AREA 850 5F. 887 S.F. SITE PLAN, NOTES $ ZON I N 25. CONTRACTORS SHALL_COOPERATE NTH ALL OTHER TRADES AND M9 ERE MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND ATTESTATION THAT,TO THE BEST OF TLE LICENSEE'S BELIEF AND FLOOR AREA RATIO(L=AW 6.4% MAX LOT COVERASE 20%(7=SFJ 42%0,42 SFJ I NI=ORMAT I ON REQUIRED INSTALL ALL BUILT-IN WORK,SLEEVES,INSERTS,ETC.,AS SPAN CONDITIONS SHOWN DR OR THE LOAD INDICATED ON AMN65, INFORMATION,THE WORK IN THIS DOCUMENT: REQUIRED FOR A COMPLETE JOB. NHIGHEYtR IS 6REATBt -IS AGC.URATE, ENABLE FLOOR AREA SB1 S.F. MAX.eULDIrb HEIGHT 35 F: 173 FT. 2b. SEE N.YS.BUILDING CONSTRUCTION CODE MANUAL FOR REQUIRED WOOD S. NELDIN6 SHALL BE IN ACCORDANCE NTH AW5 SPEGIFICATiON5USING -CONFORMS WITH THE 6OVERNIN5 CODES APPLICABLE AT THE TIME OF MAX Nh1BJR OF STORIES; 2 ICI STORIES I STORY � FRAME NAILING SGHEI7ULE. E10-XX ELECTRODES. SUBMISSION, Drawing Scale: AS NOTED b. ALL BOLTS SHALL BE ASTM AL2%AND SHALL BE INSTALLED TO A SNUG -CONFORMS,WITH THE REASONABLE STANDARDS OF PRACTICE AND WITH VIE^.TO THE PAINTING SAFEWARDIN6 OF LIA5 DEFINED IN AISG SPECIFICATIONS. EF,HEALTH,PROPERTY AND PUBLIC,WELFARE, Architect: Drawing No.: ERIK A. R.A. I. ALL STEEL AL=TER FABRICATION SHALL BE THHOROUGHLY GLEANED OF RUST, 1. ALL NIELDERS SHALL BE GURRIEN LY CERTIFIED.THE FOL LOAN& -15 THE RESPONSIBILITY OF THE LICENSEE. 4 DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN MATTE AFTER GLEANING, ClRTIFIGAVONS ARE ACCEPTABLE: NEW YORK STATE,NEA YORK CITY STEEL SURFACES SHALL BE SHOP-PRIMED NTH ONE GOAT OF METAL DE pI OF BUILDIN65,OR TE STINb LABORATORY CERTIFICATION TO THE NYS CODE COMPLIANCE - _ _ 4, \�,, �RED,l n, PRI AND ONE GOAT COLOR TO BE 5ELr:CTHD BY OWNER PAINT GOATS ANS GODS, Pr�'� 6 261%� /G� �. 13,10 r'Cyo � TO THE BEST OF MY KNOWLEDGE,Blx.I1R AND PROFESSIONAL JUDGETIENT, T- ' SHALL BE FU1 WETTING,APPLIED TloRou6HLY AND EVENLY TO THE THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2015 G1�I MST I G C�EO�RP I G DE51 G� GR I TER I `G �� SURFACES,AND FREE:ETON SPRAY MST,REINS OR SAGS. 1 TOOD INTERNATIONAL RESIDENTIAL CODE WITH NYS 2011UVIFORM GORE 2. PRIMER SHALL BE REST-o-mm lobq RUST-INHIBITING PRIMER OR I. ALL LUMBER SHALL BE DOU&LAS FIR LARCH NO.2,FB=615PS1,FV= 415 �' WINTER GE BARRIER I ;��� �;f '•� r GROUND WIND DESIGN SEISMIC APPROVED EQUIVALENT 5ECOND GOAT SHALL BE RUST-0-LE11M I060,OR PS1,E= 1,600000 PSI,MAXIMUM M015TLRE CONTENT<lq%. SUBJECT TO DAMAGE BY AIR MEAN APPROVED EQUIVALENT. ENERGY GON5ERVATION CONSTRUCTION CODE COMPLIANCE SNOW SPEED OPG►GRAPHI SPECIAL WIND WIND-BORN DE51GN WEATHER- FR05T LINE VE-516N MENTT Y- HAZARDS FREEZING ANNUAL 2. ALL STUD LUMBER SHALL BE DOUGLAS FIR LARCH 57W 6RA'JE,FB= 615 To THE BEST of MY KNOW,.ED&E,BB..IEF AND PROFESSIONAL JUDGEMENT, LOAD (mph) EFFECT REGION 0MRI5 ZONE CATEGOR INC DEPTH TERMITE TEMP. REQUIRED 3. AFTER ERECTION,TOUGH UP ALL FIELD CONNEE ,71ONS AND ABRADED PSI,FV=q5 PSI,E = 1,400,000 PSI,MAXIMUM MOISTURE dONTENT<I&M. THESE PLAN5 AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2015 INDEX TEMP. '�� 0 2433 SURFACES WITH SAM=TYPE OF MATERIAL 46M FOR SHOP GOATIN6. I MILE FROM �oF INTERNATIONAL ENERbY CONSERVATION GONSTRIJGTION GODS WITH NYS 25 P5F 136 mph NO NO COAST AND FL B SEVERE 3'-0" MOD. TO 15 YES FEMA: 599 51 ���E._-�:)�;.-'� Sheets in t' 2011 SUPPLEMENT.(1032.1 OF THE E(GG) HEAVY ZONE X 1 of Project: PROPOSED RESIDENCE g�525 SOUND AVE Section Section t Plans Verified ' Field Verified MATTITUGK, NY 1152 REScheck Software Version 4.6.3 REScheck Software Version 4.6.3 # I Foundation Inspection complies? Comments/Assumptions # 'Framing /Rough-In Inspection complies? Comments/Assumptions Inspection Checklist & R��.I°' _ & Re".'°;- Volae Value p Compliance C e r-t i f i e ate �\, 303.2.1 A protective covering is installed to ❑Complies Req uirement will be met. 402.1.1, Door U-factor. U- U- ❑Complies See the Envelop eAssemblies Energy Code: 2015 IECC 1ro1112 andeprotect extends a minim for insulation be ❑Does Not 402.3.4 and extends a minimum of 6 in.below ❑Not Observable [FR1]1 ❑Does Not table for values. DIST: 1000 SECT: 122 BLK: OI LOT: 2.3 - grade. t: [:]Not Observable Requirements: 100,0° were addressed direct) in the REScheck software ❑NotAppIlcable ❑Not Applicable ZONE: R-40 Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each 403.9 Snow-and ice-melting system controls ❑Complies Exception:Requirement is not applicable. 402.1.1, Glazing U-factor(area-weighted U U- ❑Complies See the Envelope Assemblies Project iF01212 installed. ❑Does Not 402.3.1, average). table for values. 1 requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception []Does Not is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. ❑ 402.3.3,Not observable CONTRACTORS: Energy Code: 2015 /ECC ❑NotApplicabte 402.3.6, ❑Not Observable 402.5 ❑Not Applicable Location: MdttttuCk, New York Section I Pians Verified Field Verified Additional Comments/Assumptions: (FR2]1 # Pre-inspection/Plan Review Complies? Comments/Assamptions Construction Type: Single-family &Re tD Value Value i; Project Type: New Construction q• """---- --"- ---�--"- - 103.1. Construction drawings and ❑Complies Requirement will be met 303.1.3 U-factors of fenestration products ❑complies Requirement will be met Conditioned Floor Area: 0 ft2 103.2 documentation demonstrate ❑Does Not IFR4)1 are determined in accordance ❑Does Not Glazing Area 18% [PR1]1 energy code compliance for the with the NFRC test procedure or ❑Not Observable ❑Not Observable Climate Zone: 4 5331 HDD building envelope.Thermal taken from the default table. ( ) envelope represented on ❑Not Applicable ❑Not Applicable Permit Date: construction documents. 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met Permit Number. 103.1, Construction drawings and ❑Complies Requirement will be met IFR2311 installed per manufacturer's ❑Does Not 103.2, documentation demonstrate ❑Does Not instructions. Construction Site: Owner/Agent: Designer/Contractor. 403,7 energy code compliance for Observable ❑Not Observable 9525 Sound Ave Erik Bjomeby IPR311 fighting and mechanical systems. []Not _❑Not Applicable Mattituck,NY 11952 EAB Architectural Designs 1, Systems serving multiple ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met 4250 Veterans Highway dwelling [nits must demonstrate [FR2011 is listed and labeled as meeting ❑Does Not Suite 204OW compliance with the IECC AAMA/WDMA/CSA 101/I.S.2/A440 Holbrook,NY 11741 Commercial Provisions, or has infiltration rates per NFRC ❑Not Observable ENGINEERS: 400 that do not exceed code ❑Not Applicable 631-319-1047 302.1. Heating and cooling equipment is Heating: Heating: _ ❑Complies Requirement will be met limits erikb@eabarchitecttre.com 403.7 sized per ACCA Manual S based StuBtu/hr . Cooling: Cooling: ❑Not Observable P P❑Does Not --- IPR2]2 on loads calculated per ACCA 402.4.5 IC-rated recessed lighting fixtures ❑Com lies Exception:R uirement is Manual J or other methods Btu/hr_ B[Whr iFR76]2 sealed at ho ❑Does Not not applicable. approved by the code official. ❑Not Applicable and labeled to indicate 52.0 cfm aIle - - - , leakage at 75 Pa. Not Observable ❑Not Applicable Comphance: 18.9%Better Than Code Max,mum UA, 233 Your UA: 189 Max:mu n SHGC: 0.40 Your SHGC. 0.31 The%Better or Worse Than Code Indexrenects how cioseucompl,ance the house lsbaSedoncode trade-off ruks Additional Comments/Assumptions: 403,2.1 Supplyan>=R-8 hereucts in duct ❑COmphes Exception:Ducts located It DOES NOT prwxfe a n estimate of energy use ar cost relab,e to a minimum code home FR 12 insulated >=R-8 where duct is ❑Does Not completely inside the k >= 3 inches in diameter and >_ R-6 where<3 inches.Supply and []Not Observable building envelope. return ducts in other portions of ❑Not Applicable Envelope Assemblies the building insulated>=R-6 for .r.r diameter>=3 inches and R-4.2 for<3 inches in diameter. p ,r . --- as ------ -- - _- uirement well be met 403.3.3.5 Building plenums are not used _ -- �� �� �� „__,-_,,�•�_,.� (FR15]' dtrctsorplenums. ❑complieReq ui ❑Does Nots e Floor 1:All-Wood joist/fruss:Over Unconditioned Space 815 30.0 0.0 0.033 27 Observable Key Map: Walt 1:Structural Insulated Panels 1,379 24,0 0.045 49 _ ❑Not Applicable Window 1:Wood Frame:Double Pane with Loly-E 245 0.290 71 403.4 HVAC piping conveying fluids R-_ R-_ ❑Complies Exception:Requirement is iFR1712 above 105 OF or chilled fluids ❑ SHGC:0.31applicable. Not not below 55 4F are insulated to;--R-- c Door 1:Solid 56 0.330 18 " 3• []Not Observable ❑Not Applicable Ceiling 1:Structural insulated Panels(SIPS) 942 40.0 0.026 24 ❑Complies Exception:Requirement is 403.4.1 Protection of insulation on HVAC Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other IFR2411 piping. ❑Does Not not applicable. calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in -" ❑Not Observable *" REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. _ Applicable 403.5.3 Hot water pipes are insulated to R- _ R-A -_M ❑Complies Requirement will be met Erik A. Bjorneby, RA [FR1812 2tR-3, -- ❑ Name-Title Signature Date Does Not[:]Not -o01 1. Not Observable p\L ' ❑Not Applicable `e_ it, P 5015 t 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met (FR1912 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable 1 ❑Not Applicable LfxiATiON y 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) j 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tir 3) 1 Hi h Im act ler 1 2 Medium Im act �SITE - g p (T' ) p (Tier 2) 3 Low Impact(Tier 3) `ts Project Title: Report date: 06/14/18 Project Title: Report date: 06/14/18 Project Title: Report date: 06/14/18 Project Title: Report date: 06/14/18 Data filename: Z:\EAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave REScheck Page 1 of 9 Data filename: ZAEAB Architectural Designs\Kennedy Res-9525 Sound Ave\9525 Sound Ave-REScheck Page 2 of 9 Data filename: Z:\EAB Architectural Designs\Kennedy Res-9525 Sound Ave\9525 Sound Ave REScheck Page 3 of 9 Data filename: Z\EAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave REScheck Page 4 of 9 '_ 061418.rck 061418.rck 061418.rck 061418.rck - N Additional Comments/Assumptions: Section Section I Section i section ARCHITECTURALDESIGNS, PLLC i Plansverified Field Verified i Plans Verified Field Verified Plans Verified Field Verified ( Plans Verified Field Verified # Insulation Inspection Complies? Comments/Assumptions # Final Inspection Provisions Complies? ; Comments/Assumptions # Final inspection Ptovisions Comptles? I Comments/Assumptions # Final inspection Provisions Com q I Value Value - Value Value Value - Yahm I & Req.lU j plies? Comments/Assumptions & Re tD 111 &Req.tD & Req.ID Value Volae 4250 VETERANS H16MAY,STE1040A HOLBROOK,NY 11141 303.1 All installed insulation is labeled ❑Complies Requirement will be met 402.1,1. Ceiling insulation R-value. R-_ R-_ ❑Complies See the Envelope Assernblies, 403.6.1 All mechanical ventilation system ❑Complies Exception:Requirement is 401.3 Compliance certificate posted. ❑Com lies 2 Does Not 402.2.1, Wood Wood ❑Does Not tab'e for values. IF125]2 fans not a p Req uirement will be met tel. (631 1 31a-1047 fax IIN13] or the installed R-values ❑ ❑ ❑ part of tested and listed ❑Does Not not applicable. (Fi7]= / (b31 31Q-1049 provided. 402.2.2, ❑Not Observable 402.2.6 EJ Steel [J Steel []Not Observable HVAC equipment meet efficacy []Not Observable Does Not ❑Not Applicable [Fill' ❑Not Applicable and air flow limits. ❑Not Applicable ❑Not Observable 402.1.1, Floor insulation R-value. F-_ R- ❑Complies See the Envelope Assemblies 403.2 Hot water boilers supplying heat �_- ❑Not Applicable ❑Compiles Exception:Requirement is 303.3 Manufacturer manuals for �❑Com lies R uirement will be met. 402.2.6 Wood Wood ❑Does Not table for values. IFI2612 through one-or trio-pipe heating ❑ not applicable. 3 P 1 ❑ 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met Does Not [Fll$] mechanical and water heating ❑Does Not iIN11systems have outdoor setback systems have been provided. ❑ Steel ❑ Steel []Not Observable 303.2 manufacturer's instructions. ❑Does Not control to lower boiler water ❑Not Observable y P ❑Not Observable ' ❑Not Applicable IF1211 Blown insulation marked every 300 ft2. ❑Not Observable temperature based on outdoor ❑Not Applicable ❑Not Applicable ❑Not Applicable temperature. 303.2, Floor insulation installed r ❑Complies R uirement will be met --��- --�-•-----------�--�--- ----- Additional Comments/Assumptions: Pe e9 403.5.1.1 Heated water circulation systems ❑Complies Exception:Requirement is 402.2.7 manufacturer's instructions and ❑Does Not 402.2.3 Vented attics with air permeable _..❑Complies Exception:Requirement is FI28 2 have a circulation um The 1 (F12212 insulation include baffle adjacent ❑Does Not not applicable. [ ] pump. ❑Does Not not applicable. IIN21insubstantial contact with the system return i t, underside of the subfloor,or floor ❑Not Observable to soffit and eave vents that pipe is a dedicated ❑Not Observable framing cavity insulation is in ❑Nat Applicable extends over insulation. ❑Not Observable rete. pipe or a and cold water supply ❑Not Applicable pipe.Gravity ❑Not Applicable contact with the top side of --- - syphon circulation systems are sheathing,or continuous 402.2.4 Attic access hatch and door R-_ R-_ ❑complies Requirement will be met not present Controls for F13 1 insulation>_R-value of the ❑ insulation is.installed on the I i Does Not circulating hot water system underside of floor framing and adjacent assembly. Location on plans/spec: start the um with signal[_-]Not Observable pumps pump 9 NO. Date Revision extends from the bottom to the ❑Not AppNot applicable Applicable for hot water demand within the top of all perimeter floor framing occupancy.Controls members. _ 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50=_ ACH 50=_ ❑Complies Requirement will be met automatically tum off the pimp 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies iFI1711 ach in Climate Zones 1-2,and ❑Dces Not when water is in circulation loop 402.2.5, mass wall with at least V,of theWood wow ❑Does Not table for values. <=3 ach in Climate Zones 3-8. Not Observable is at set-point temperature and ❑ ❑ ❑ Project Manager: EAB 402.2.6 wall insulation on the wall [] no demand for hot water exists.Mass Mass J]Not Observable ❑Not Applicable - (IN3]1 exterior,the exterior insulation Steel Steel 403.5.1.2 Electric heat trace systems ❑Complies Exception:Requirement is requirement applies FR30 . ❑ ❑ ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Exception:Requirement is 2 Project Architect: ERIK A. B.IORNEBY RA. q PP ( ) F14 1 cfm 100 ft2 across the system or ft ft not applicable. (FI29] comply with IEEE 51ati or UL ❑Dces Not not applicable. I 1 i Y ❑Does Not PP� 515.Controls automatically <=3 cfm/100 ft2 without air ad-ustthe energy input to the ❑Not Observable r! Project Designer: hand ler @ 25 Pa.For rough-in ❑Not Observable 1 9V p 11IECC Energy 303.2 Wall insulation is installed per ❑Complies Requirement will be met � heat tracing to maintain the ❑Not Applicable 1 tests,verification may need to ❑Not Applicable (IN4) manufacturer's instructions. ❑pces Not desired water temperature in the Drawn by: (�l-I occur during Framing Inspection. piping. `•,_ ��!���� ������ ®��� ❑Not Observable 403.3.2 Ducts are pressure tested to _cfm/100 cfm/100 ❑Complies Exception:Requirement is i C Checked b ❑Not Applicable t z 403.5.2 Water distribution systems that ❑Complies Exception:Requirement is y EAB PP IF127J determine air leakage with ft2 ft ❑Dces Not not applicable. F130 2 have recirculation um that either.Rough-in test:Total I ] pumps ❑Does Not not applicable. Additional Comments/Assumptions: ❑Not Observable pump water from a heated water Design NO.: Date: leakage measured with a supply pipe back to the heated []Not Observable tJh.f°!• e. i} ii.«'c :•,* j g pressure differential of 0.1 inch ❑Not Applicable ate Y p p -.. - watersource through a cold ❑Not Applicable � w.g.across the system including Above-Grade Wall 24.00 water supply pipe have a Ob/21118 the manufacturer's air handler demand recirculation water Below-Grade Wall 0.00 enclosure if installed at time of system. Pumps have controls test. Postconstruction test:Total DOB Job NO. leakage measured with a that manage operation of rtheat Floor 30.00 pressure differential of 0.1 inch pump and n the temperature w.g.across the entire system of the waterrentering the cold Ceiling /Roof 40.00 water piping to 104 F. including the manufacturer's air 403.5.4 Drain water heat recovery units ❑Com Iles Exception:Requirement is Ductwork(unconditioned spaces): handler enclosure. erY p p eq 403.3.2.1 Air handler leakage designated []Complies Exception:R iF131)2 tested in accordance with CSA ❑Does Not not applicable. g g p p Requirement 855.1.Potable water-side iF12411 by manufacturer at<=2%of ❑Does Not not applicable. pressure toss of drain water heat []Not Observable _._...-_._..._._..___.w._.__..,._____._..__._..._..-..,.m.,._-...._.__...-_..._.._. -. design air flow. ❑Not Observable recovery toils c 3 psi for ❑Not Applicable Window 0.29 0.31 ❑Not Applicable individual units connected to one Door 0.33 or twoshowers.Potable water- 403,1.1 Programmable thermostats ❑Complies Requirement will be met side pressure loss of drain water (FI912 installed for control of primary ❑Dces Not heat recovery units<2 psi for heating and cooing systems and individual units connected to Heating System: initial) set b manufacturer to []Not Observable 9 Y Y Y code specifications. ❑Not Applicable a three or more showers. -- Cooling System: Drawing Title: 404.1 75.0 of lamps in permanent ❑Complies Requirement will be met 403.1.2 Heat pump thermostat installed _ �� ❑Complies Exception:Requirement is (FI6J1 fixtures or 75%of permanent ❑ Does Not Water Heater: IFI1012 on heat pumps. ❑goes Not not applicable. fixtures have high efficacy lamps. []Not Observable Does rot apply to low-voltage ❑Not Observable ❑Not Applicable lighting. ❑Not Applicable Pp Name: Date: 404.1.1 Fuel gas lighting systems have ❑Complies Exception: Requirement is ENERGY GONSERIV,4T1 ON CODE 403.5.1 Circulating service hot water ❑Complies Requirement will be met FI23)' no continuous pilot li ht Comments (Flll)2 systems have automatic or ❑Does Not I P g ❑Does Not not applicable. accessible manual controls. []Not Observable ❑Not Observable ❑Not Applicable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 1 111High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Drawing Scale: AS NOTED Project Title: Report date: 06/14/18 Project Title: Report date: 06/14/18 Project Title: Report date; 06/14/18 Architect: Drawing No.: Data filename: ZAEAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave REScheck Page 6 of 9 Data filename: ZAEAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave-REScheck Page 7 of 9 Data filename: Z\EAB Architectural Designs\Kennedy Res_9525 Sound Ave\9525 Sound Ave-REScheck Page 8 of 9 ERIK A. BJORNEBY RA. 061418.rck 061418.rck 061418.rck EN- 1 00 e `<N h �IcVJ Sheets in Contract: -Z-_ 2 of / Project: PROPOSED RE51 DENCE Q525 SOUND AVE MATTITUCK, NY 11x52 015T: 1000 5ECT: 122 BLK: OI LOT: 2.3 ZONE: R-40 CONTRACTORS: NEW CONCRETE PAD---\ 411 1. NEW PT.ND STEPS '-� ABOVE 6'-IIS 3'-0'M.O. 15'2' 3'-0'MA. b'-114 3'->?• 15'-0' NEW G�lTIM10U�'.2x8 P.T.LE06ER BOARDI-- —� NEN NEW 12 8'4■ IFA O X016 IF lb 4 ENGINEERS: I 3 — AY01INC7 AY41IN6 .o WI OW NEW WINDOW WELL (TYFJ WI OW - Ao- I I , . I• � I 10, -' O L% " I u- Key Map: DIN o I _LAP—POOL --flIt PROPOSED =�'� „ I I 12%VX4' DEEP I u`n_t B���EMENT — NEW CONCRETE SLAB ) 4 �.. Lu W_ I 4' P.G. SLAB PVI 1010 WWM 24' X24 L X 41/2"0 P z B.O.JOISTS ~ 24"W X24"L X 4-I/2'D P I ON 4 MIL. VAPOR BARRIER -sr BY I WALLS I RSC. EL q'-O lr1' I BY SUPERIOR WALLS I ON 6" GRAVEL BASE ABOVE GONG.SLAB L. I I CL q1-0. CL NEW (2) 1-3/4'x11-1/8"2.OE LVL 0' II'-I' O�cM 27'-� I U) I r y I I LOCATION p� NEW2x8 OF 517E I 1113 112 m STEEL COIIJNMs ON P.T. Jot5 I I I I 24'94 X.24"L X 41/2'0 PAD BY — I ;s- SUPERIOR WALLS NEW GONTINI10i1� 2x8 NEW CONCRETE SLAB (TYPJ _I ter. P.T.LEDGER BOARD "' T 4' P.G. SLAB AI 1010 WWM � NEW GOPIT NIM 2x8 LEVEL I/8' WITHIN 10 FT. o P.T.l.ED6ER BOARD OVER 3' R161D XPS FOAM INSUL. r o u 10'-0' NEW FOUNDATION WALL (lYP) = `I ON 4 MIL. VAPOR BARRIER 1 v 8" P.G. FOUNDATION WALL • �? ON 6" GRAVEL BASE ON 8"1 P.G. FOOTING o O NV 2"x4" KEYWAY m PROVIDE DAMPPROOFING. m4M 3o �_ O ARCHITECTURALDESIGN S W TERANS , PLLC id m 'v `� 4250 VEHIGHWAY,STE-2040A HOLBROOK,NY 11141 tel. (631 ) 319-1041 fox (b31 ) 319-104q VIC LEDSEIR BOARD Q O I �_ VIEW SUPERIOR WALL M YPJ X ®( 10-1/4' xi q' HIGH WALL S ( 2-1/2" I1451)LATION R-125 O I I © 03/lq/20 AS PER CONSTRUCTION 0-1/21/18 AS PER TOWN COMMENTS No. Date Revision II'-II' 28_10■ b'�' Project Manager: EAB Project Architect: ERIKA. BJORNEBY R.A. Project Designer: Drawn by: GLI PROPOSED FOUNDATION PLAN IN Checked by: EAB IDesign No.: Date: 06/21/18 DOB Job No. 19 CRR-NY 1265.4NY-CRR LEGEND OFFICIAL COMPILATION OF CODES, RULES AND REGULATIONS OF THE STATE OF (B) NEW YORK (1) THE FORM TO BE USED TO GIVE THE NOTICE REQUIRED BY SUBDIVISION (A) OF r t---.•a f.�«----► — EASTIN6 WAI1 TO BE REMOVED Drawing Title: T Iq. DEPARTMENT OF STATE THIS SECTION SHALL BE SUBSTANTIALLY SIMILAR TO THE FOLLOWING, WITH ALL CHAPTER XXX►II. STATE FIRE PREVENTION AND BUILDING CODE COUNCIL APPLICABLE LINES CHECKED AND ALL BLANKS FILLED INWITH THE APPROPRIATE `,_ EXISTING WALL TO REMAIN INFORMATION; SUPROPOSED011NDATiON BCHAPTER G. OTHER REGULATIONS NOTICE OF UTILIZATION OF TRUSS TYPE GONSTRUGTION, PRE-ENGINEERED WOOD ''� ''�. PART L265. RESIDENTIAL STRUCTURES WITH TRUSS TYPE CONSTRUCTION, CONSTRUCTION AND/OR TIMBER CONSTRUCTION NEM AAL L PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION PLAN NOTES LEGE1�lD let ORR-NY 1265.4 TO: [INSERT NAME OF AUTHORITY HNG WN AVIJURISDICTION] OWNER: [INSERT NAME OF NEW 6-11 SIP PANEL WALL , OWNER OF THE SUBJECT PROPERTY] SUBJECT PROPERTY: [INSERT STREET Iq GRR-NY 1265.4 ADDRESS AND TAX MAP NUMBER, IF ANY, OF THE SUBJECT PROPERTY] „ O `SMOKE DETECTOR/ Drawing Scale: Ag r1OTED 1265.4 NOTICE TO BE GIVEN TO AUTHORITY HAVING JURISDICTION. PLEASE TAKE NOTICE THAT THE (CHECK APPLICABLE LINE): NEW RESIDENTIAL SD. CARBON MONOXIDE DETECTOR w•—.r_•—bra ..— R7R�Mf STRUCTURE ADDITION TO EXISTING RESIDENTIAL STRUCTURE REHABILITATION TO _" __ C.M. (A ) WHEN TRUSS TYPE GON5TRUGTION, PRE-ENGINEERED WOOD CONSTRUCTION, d" ;:"°""" Architect: Drawing No.: AND/OR TIMBER CONSTRUCTION 15 TO BE UTILIZED IN THE GONSTRUGTION OF A NEW EXISTING RESIDENTIAL STRUCTURE TO BE CONSTRUCTED OR PERFORMED AT THE "'"�` • ERIK e B.IORNEBY R.A. SUBJECT PROPERTY REFERENCE ABOVE W1LL UTILIZE (CHECK EACH APPLICABLE " R■■MM"t"T (4«►iRVCrVRAI RESIDENTIAL STRUCTURE OR IN AN ADDITION TO OR REHABILITATION OF AN -"�- •�•�• TRUST TV" %1C OF LINE): TRJJSS TYPE CONSTRUCTION (TT) PRE-ENGINEERED WOOD CONSTRUCTION (PN ►wu�s rr►e cowsrRrecrjWr �, PROVIDE c TION SYSTEM INTER LINKED T06ETHER AS EXISTING RESIDENTIAL STRUCTURE, THE OWNER OF SUCH STRUCTURE,OR THE 7t ' a .OWNER'S DULY AUTHORIZED REPRESENTATIVE, SHALL NOTIFY THE AUTHORITY TIMBER CONSTRUCTION (TG) IN THE FOLLOWING LOCATIONS) (CHECK APPLICABLE - ' °' .w _ PER STATE CODE 8314. LOCATED IN EACH SLEEPING ROOM,OUTSIDEHAVING JURISDICTION OF THAT FACT. SUCH NOTICE SHALL BE IN WRITING AND LINE): FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS (F) ROOF FRAMING (i� UR "«�""a'~•�"'—■° EACH`CARATE SLEEPING AREA,AND ON EACH ADDITIONAL STORY OF SHALL BE PROVIDED TO THE AUTHORITY HAVING JURISDICTION WITH THE FLOOR FRAMING AND ROOF FRAMING (FR) DATE: [INSERT DATE FORM 15 516NED] THE DWELLING,INGIJJDIN6 BASEMENTS AS PER CODE. ��� � 1 APPLICATION FOR A BUILDING PERMIT. IN THE CASE OF A CONSTRUCTION, 516NATURE: [SIGNATURE OF PERSON SUBMITTING FORM TO THE AUTHORITY HAVING 1 4' Vin_ 11— 1 ADDITION OR REHABILITATION PROJECT COMMENCED PRIOR TO JANUARY 1,2015 JURISDICTION] NAME: [PRINT OR TYPE NAME OF PERSON 516NIN6 AND SUBMITTING, Title 19 NYCRR Part 1265.4 CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS !� p�,,- ^��_ -c ns,A AND NOT COMPLETED PRIOR TO JANUARY 1,2015, SUCH NOTICE SHALL BE GIVEN FORM] CAPACITY: [INSERT OOWNERA OR ®OWNER'S REPRESENTATIVE° AS SHALL BE INSTALLED IN BUILDIN65 AS REQUIRED IN AGGORDANGE WITH AS SOON AS PRACTICABLE AFTER JANUARY I, 2015 AND IN ANY EVENT PRIOR TO APPLICABLE] SECTION gi52 FOR RESIDENTIAL BUILDINGS.CARBON MONOXIDE THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF Place engineered wood placard on or r ; DETECTION SHALL BE INSTALLED IN DWELLING UNITS OUTSIDE OF EACH U'], '$ a$` f COMPLIANCE FOR SUCH PROJECT. (2) AN At1THORITY HAVING JURISDICTION SHALL BE PERMITTED TO PRESCRIBE ITS adjacent to electrical meter box. SEPARATE AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.WHERE OWN FORM TO BE USED TO GIVE THE NOTICE REQUIRED BY SUBDIVISION (A) OF X3248 http://www.dos.ny.gov/dcea/noticadopt.html#Truss A f�JEL-BURNING APPLIANCE 15 LOCATED WITHIN A BEDROOM OR ITS 3 "�0� TH►S SECTION,PROVIDED THAT SUCH FORM REQUESTS AT LEAST SAME ATTACHED BATHROOM,CARBON MONOXIDE DETECTION SHALL BE ��� 1V��W�.-� Sheets in Contract: INFORMATION AS THE FORM PRESCRIBED IN PARAGRAPH (1) OF THIS SUBDIVISION. INSTALLED WITHIN THE BEDROOM.CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN%MPIN6 UNITS. 3 of 7 1,-0• 1'-0' Project: PROP05ED RE51 DENCE 5 1 '-0' ry n x525 SOUND A1/E LINE OF NVALL. BELOW — MATTI TUCK, NY I I a52 o Q - — — — — — — — — — — — 015T: 1000 5ECT: 122 BLK: OI LOT: 2.3 LINE OF WALL BELOW ZONE: R-40 I I CONTRACTORS: I I � w O O SUNROOM GLASS I � m Lu ROOF BY OTHERS 1 I o 0 I z I � ( 0 ENGINEERS: I m LINE OF WALL BELOW O NEW ROOF 43 1 -NEW 0 z I BREEZEWAY — — LINE OF WALL BELOW Iau O 4 I w ry n Ke Ma I � � 1,-0• 1,-0• y p I N u 10'-0' NEW ROOF (TYPJ or NEN 6ARA&E 8 BREEZEMY ROOF (I METAL ROOF AS SELECTED BY OWNER I T I METAL ROOF AS SELECTED BY OWNER T; 15# FELT. BUILDING PAPER I -� I IS# FELT. BUILDING PAPER .. BITIJMU5 ICE 4 WATER BARRIER ( BITIJMUS ICE 9 WATER BARRIER MIN. 3'-0"IJP FROM EDGE OF ROOF i I MIN. 3'-0"UP FROM EDGE OF ROOF 10-I/4" SIP ROOF PANEL I b-1/425117 ROOF PANEL I - II .e — — — — — — — LINE OF WALL BELOW —— —— — — � ®�®��� �®®� ���� IN U,d T 4 '{• (4 f1 L GAT-10—NLp.. OF SITE UP 47'x' 12' NEN 5/4"x6' P.T. 2'-II' # II'-12 VI 12=7' WOOD PLANKS NEW IF A3050 NEW IF A3050 NEK IF I6 NEW IFCA3050 STEPS 3050 G T 3°5AT °G 3 16 3°5°G E6RE55 WINDOW EGRESS WINDOW AWNING WINDOW �E6RC-SS WINDOW NEA 5LIDIN6 M '`r NEW loo GAM ARCH ITECTURALDESIGNS PLLC 4 ry EXHAUST FAN m p z 0 4250 VETERANS H16 IKAY,STE2040A HOLBROOK,NY 11141 Zo NEA o tat. (631 ) 31q-104'7 fax (631 ) 31q-104q in z LIGHT GALLS. POCKET BATH 4�2 b O p DRYER Iqq 5.1.Room TO co PROPOSE � v cn LAUNDRY 3 0 15.42 s.f.(8;K)Req,'d DOOR � �� PRO . o 4823 s.f.Provided p_ I I,-b, � I�. r — — — m w PROPOSED 5 LL �' o AIR CAILS. I 4 GARAGE SUNROOM l2 X6 X4 m ua Iqq s.f.Room QLAV I A-4 GLAZING BY = `I 7.qb 0.(4%)Req'd NEW IOC CFM m OTHERS 4 � F 3 4024 s.f.Provided F-101— v o EXHAUSt FAN I © z O 15'-I I' I q'-4' t-1z F- `� © 03/14/20 AS PER CONSTRUCTION A-4 L� L - - - - - - A-4 PROPOSED ", u- v QI 07/27/18 A5 PER TOWN COMMENTS v MASTER-ROOM — --K`1 7� �o NEW IF5WT3016 NEVI IF51IIII NEW IFSWT3016 o e NEW IFGA3050 m 3016 3016 3016 No. Date Revision cx NFJN 3 6 P 1 NEW 3 6 3050 CASEMENT TRAN50M WINDOYMANSOM WINDOY ANSOM WINDOW -10" GoIl POCKET s EGRESS WINDOW 3��. CLERESTORY GL.ERESTORY CLERESTORY DOOR CID Project Manager: EAB 4'1 15'-0' I' NEW IFSWT3016 NEW IFSNT5016 NF�I IASWT3016- N�EA 5076' NEW IFSWT30tb 3016 3016 3016 POOKET 3016 - i WAY Project Architect: ERIK A. B.IORNEBY RA. In jobb M WINDOW 9 TRANSOM WINDOWsD TRANSOM WINDOW DOOR TRANSOM WI WA jlli © DOR ��STORY-�,t CLERESTORY 0I CLERESTORY `I GL ERESTORY D� U Q Q 00 �b Project Designer: 2xI0 '^ D ry Drawn by: GLI a? - — — — — Checked by: EAB OVEN — — '-ice' NEW IF A5040 NEW 8°'7° 6 E DOOR L16K GALLS. ! —� 3'-5'-- 304.0 G T Design No.: Date: w v 113 s.f.Room o q.04 s.f.(8%)Ra, ,d SINK m z '-II1WI OW 6'-T- 5 2� I. 06/21/I S 55.75 0.Provided o T 0 2 - q,-O. tR 0 DOB Job No. o BILGO Q 113 sA� PROP ° ° uo0� — `_�' DOORS TO 452 s.f.(4%)Read b 1� 5/4'xQe �b'P,ST. 6ARAISE EXTERIOR WALLS III BASEMENT 4024 s.f.Provided y COOK '° m 4-1/1" SIP PANEL WALLS TOP ° ° HANDRAIL IN I/1"6YP.WALL BOARD INTERIOR F- MPLIANGE z SHEATHING PROP. — p X R311.7.8 TAPE,SPACKLE t SAND LIVING ROOM 3' t,I !U Q 3 VAPOR BARRIER LEGEND m mV A� SIDING BY OWNER Xz Q EXISTING WALL TO BE REMOVED NEW EXTERIOR WALLS trmJ — — Drawing Title: NEA IAGA3050 -LANDING NEW IFC b-I/2"SIP PAN13 WA115 m w P# L5TA'DE TOR 3-WIDE TOR I/1"GYP.WALL BOARD F,CI5TIN6 WALL TO REMAIN TIO RYUNITS S TATIONA UNITS ITTERIOR4I PROPOSED FIRST FLOOR 4 © WA A-5 i NEW LL PLANS I 1-� IDI%BY OWNER NM 6-I/2" 51P PANEL WALL ROOF I- LANS $ LE67EN MARVIN INTEGRITY ® SMOKE DETECTOR/ Drawing Scale: AS NOTED WALKWAY APPROVED EGiUAL(TYPE O5D CARBON MONOXIDE DETECTOR NEA 5/40x6"P.T. C.M. Architect: Drawing No.: © WooD PLANKS ERIK A. BJORNEBY R.A. NOTE: PROVIDE SMOKE DETECTION SYSTEM INTI LINKED TOGETHER AS WINDOW ESREr.IS NOTE: PER STATE CODE 8314. LOCATED IN F_AGH SLEEPING ROOM,OUTSIDE f .RE D , (1) WINDOW MINIMUM IN EACH EACH SEPARATE SLEEPING AREA,AND ON EACH ADDITIONAL STORY OF c BEDROOM MEETS OR EXCEEDS THE DWELLING \ ) BEDROOM P. BSO Cir 3 l• ,INGL�IDING BASE�IErtrs A5 PER GODS. �,�� 3'-0' I'-114' S' r"4 "-114' 31-0' 4'-5' I THE CLEAR OPENING AREA OF '�2 'v�, F•�' A-2 5150.FT.CLEAR OPENINGOP20' AND CLEAR � WI17TFf CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN BUILDING5 AS REGiUIRED IN ACCORDANCE WITH OPENING HEIGHT OF-24". " ,g152 FOR RESIDENTIAL BUILDINGS.CARBON MONOXIDE 1' k",.;'' ' DETECTION SHALL BE INSTALLED IN DWELLING UNITS OUT5IDE OF EACH t�N 1 3 AN SEPARATE AREA IN THE IMMEDIATE VICINITY THE BEDROOMS.WHERE ` �� ` o^ I A FiJBURN EL- ING APPLIANCE 15 LOCATED WITHININ A BEDROOM OR ITS `�\�<. �2a PROPOSED FIRST FLOOR PLAN sa� ATTACHED BATHROOM,CARBON MONOXIDE DETECTION SMALL BE t 0 P\fE`nJ y Sheets in Contract. SCALE. 1/4" = I'-0" INSTALLED WITHIN THE BEDROOM.CARBON MONOXIDE DETECTION SHALL -. BE INSTALLED IN 5LEEPIN5 UNITS. 4 of 7 Project: PROPOSED RES I DENGE Q525 SOUND AVE MATTI TUrX, NY 11 Q52 015T: 1000 SECT: 122 $LIC: OI LOT: 2.5 b T.O.PROPOSD RIDGE - - - - ZONE: R-40 _ ElE- 8 - - - - - - NEW BREEZEWAY ROOF (TYPJ NEW 6A .AbE ROOF (TYPJ CONTRACTORS: METAL ROOF AS SELECTED BY OWNER METAL ROOF AS SELECTED BY OWNER NEW ROOF (TYPJ 15# FELT. BUILDING PAPER 15# FELT. BUILDING PAPER METAL ROOF AS SELECTED 13Y OWNER NI3"1 i NEA i BITI.IMI ICE d WATER BARRIER BITUMUS ICE 4 WATER BARRIER ME MEFELT. BUILDING PAPER If 11 If ii If 11 11 if I MIN. 3'-0",UP FROM E06E OF ROOF MIN. 3'-0"A P FROM EDGE OF ROOF 15#BITUMU5 ICE d WATER BARRIER 8-I/4' S1P ROOF PANEL 8-1/4" 51P ROOF PANEL MIN. VI UP FROM E06E OF ROOF 10-1/4" SIP ROOF PANEL NEW EXTERIOR WALLS trYPJ _ T.O. PROPOSED R106E �- 6-1/2' SIP PANEL WALL5 — — =� 1/2'GYP.WALL BOARD ELEV.45.63 • cr INTERIOR SHEATHING MEAN ROOF ELEV. 43 + d3r TAPE SPACKLE 4 SAND HE*— r- VAPOR BARRIER / � � � � � � ENGINEERS: o SIDING BY OWNER rs Q� SUNRDOM GLAZING BY OTHERSG % �i % / i � % / G �k G / GARAGE EXTERIOR WALLS(TYPJ 0— 000 4-1/2"SIP PANEL WALLS INSULATED GLASS AND WOOD / \ / \ / I/2" GYP.WALL BOARD INTERIORIt 9 wINDONS BY 'MARVIN" / \ / \ / SHEATHING INTEGRITY ALL VLTREX OR TAPE,SPACKLE d SAND 'T _ APPROVED EQUAL(TYP) \ / LLL-- \-r / \ / VAPOR BARRIER � \ / SIDING BY OWNER BILGO DOORS % G % � � V / � i Np"t NBN i\ ❑ FIRST FLOOR FIRST - - - - - - - Key Map: _ _ _ _ - - - - - - - - - - - GARAGE ELEV. 32.65' I P.T.WOOD LANDING, d STEP P.T.WOOD LANDING d STEP 10'-0' ELEV.33.0' CONCRETE STEPS DOWN I I I AVERAGE ELEVATION TO BASEII \ ELEV.325' 4 NEW FOUNDATION WALL (TYPJ _ _ +''l NEW SUPERIOR WALL (rYPJ — _ _ T.O. FOOTI1' � 10" P.G. FOUNDATION WALL � _ ELEV.-2q.61' �. ,.,•.;,.R' ON 10"x20" P.G. FOOTING I 10-1/4" xi q' H16H WALL — — — - W/2"x4" KEYWAY I 2-1/2" INSULATION R-t25 I I B.Q. FOOTING PROVIDE DAMPPROOFING. I � I ELEV.2gA' y �� z _ _ dk NEW FOUNDATION WALL lrn'J ,,(t r 8" P.G. FOUNDATION WALL B.O.SUPERIOR WALL ELEV-250 �250- ON 8"xlb" P.G. FOOTING VV-2"x4" KEYWAY PROVIDE DAMPPROOFIN6. LOCATION �Y.. PROPOSED FRONT ELEVATION of SITE 15 CI SCALE: 1/4" = 1'-0' r f - _ _ ------------T.O. PROPOSED R106E L ELEV.53.18' NEW 6ARA6E ROOF (TYPJ NEW ROOF (TYPJ METAL ROOF AS SELECTED BY OWNER METAL ROOF AS SELECTED BY - - - 15# FELT. BUILDING PAPER OWNER MEAN ROOF W16HT BITUMUS ICE $ WATER BARRIER 15# FELT. BUILDING PAPER ------ - _ MIN. 3'-0"UP FROM E06E OF ROOF 5ITUNN6 ICE 4 WATER BARRIER ELEV. 50.30' 8-1/4" SIP ROOF PANEL MIN. 3'-0'UP FROM EDGE OF ROOF 10-1/4" SIP ROOF PANEL ARCH I TE C TU R A LD E S I G N S, P LLC NEW BREEZBWAY ROOF (3tYOw�) 4250 VETERANS HIGHWAY,STE2040W HOLBROOK,M' 11741 T.O.PROPOSED RIDGE NEA EXTERIOR WALLS MPJ tel. (631 ) 31q-1047 fax (631 ) 31q-104q ELEV. 45.63' 6-I/2' SIP PANEL AALLS ARD MEAN ROOF HEIGHT _= --- i INTERIOR SHEATHING T ELEV.43.77' - - - - - ---- - TAPE,SPACKLE $ SAND r FIE VAPOR BARRIER 'r- SIDING BY OWNER It rFF SUNROOM GLAZING,BY OTHERS fJ a GARAGE EXTERIOR WALLS(TYt'J / / \ INSULATED GLASS AND WOOD 03/lq/20 AS PER CONSTRUCTION WINDOWS BY 'MAR1/IN' 9 RI 4-1/2' SIP PANEL WALLS INTEGRITY ALL ULTREX OR 1/2' GYP.WALL BOARD INTERIOR \ // APPROVED EQUAL(TYP) QI 07/2'1/18 AS PER TOWN COMMENTS SHEATHING \ 9 TAPE,SPACKLE t SAND No. Date Revision VAPOR BARRIER SIDING BY OMER IN % / _ _ FIRST FLOOR __ ELEV. 35.0 Project Manager: EAB GARAGE _ _ _ _ _ _ _ _ _ _3'-8I' \ \ Project Architect: ERIK A. EUORNEBY R.A. Al— i i ELEVATION AVERAGE ELEVATION - - - - - - - - - - - - - - - - - - - - - - - - - - - -ZOO - ELEV.32b5' Project Designer: �ELEV.325' _ RAILIiV65 STAIRS AND Drawn by: GLI Q_ Checked by: EAB z NEW FOUNDATION WALL III 4 ELEV.2967' NEW SUPERIOR WALL (1 ( I 10" P.G. FOUNDATION WALL Design No.: Date: q.0. FOOTI 6 - - — — — — — I 10-1/4' xi q' HIGH WALL ON ELEV-214.01 2-I,12" INSULATWV ION R-125 10"x20" P.G.FOOTING 06/21/18 /2 x4 KEYWAY PROVIDE DAMPPROOFING. DOB Job No. NEW FOUNDATION WALL (TYPJ 8' P.G. FOUNDATION WALL ON 8"x16" P.G. FOOTING NV-2'x4" KEYWAY - _ _ _ _ B.O. SUPERIOR WALLN PROVIDE DAMPPROOFING. ELEV.25A' E�D�R E�A� �EL ���I ®IN Drawing Title: ' PROPOSED ELEVATIONS Drawing Scale: AS NOTED Architect: Drawing No.: ERIK A. BJORNEBY R.A. ED Bic) X A-3 1 32. 3 Sheets in Contract: 5 of 7 Project: PROPOSED RES I DENOE NEW ROOF (TYP) NEW ROOF (TYPJ X1525 SOUND AVE METAL ROOF As SELECTED BY OWNER METAL ROOF AS SELECTED BY OWNER MATTI TUOK, NY I I a152 15# FELT. BUILDING PAPER 15# FELT. BUILDING PAPER BITUK S ICE d WATER BARRIER BITL46 ICE 4 WATER BARRIER MIN. 3'-0"IJP FROM E D&E OF ROOF MIN. 3'-0'UP FROM EDGE OF ROOF 10-1/4" SIP ROOF PANEL I0-1/4" SIP ROOF PANEL 015T: 1000 5EGT: 122 BLK: OI LOT: 2.3 T.O. PROPOSED RID6E - - E"- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -— T.D.PROPOSED RID6E _ _ _ _ _ ------ ELEV. 53-i8' - ELEV. 552' - - - - - - - - - - ZONE: R-40 CONTRACTORS: MEAN ROOF HEIGHT_ _ _ _ _ _ � MEAN ROOF HF-16W _ _ _ _ - ECFV.50.30' 12 ELEY. 50.3012 4r— 4� NEW EXTERIOR WALLS f"tYPJ NEA EXTERIOR SIP nALLS X14 6-112"SIP PANEL WALL5 2'O• =� 1/2" 6YP.WALL BOARD 112"GYP.WALL BOARD 5.1INTERIOR SHEATHIN6 ry INTERIOR SHEATHING ' TAPE,SPACKLE 4 SAND TAPE,SPACKLE E SAND00 00 r VAPOR BARRIER Ll i- VAPOR BARRIER © ENGINEERS: 11 SIDING E3Y OWER 21-0" a SIDING BY OWNER .21-00 SUNROOM 6LAZIN6 BY OTHERS / \ SUNROOM 6LAZING BY OTHERS INSULATED 6LA55 AND WOOD / \ \ / INSULATED 6LA55 AND WOOD 9 / \ WINDOWS BY 'MARVIN" = / \ \ / \ WINDOWS BY *MARVIN" INTEGRITY ALL LLTREX OR m \ INTE6RITY ALL ULTREX OR n, P.T.WOOD STAT \ / APPROVED EQUAL(TYPJ \ / hEYV \ / APPR 7VM EQUAL(TYPa d RAILING \ BILCO DOORS PEYI NE3+V �( % BILCO DOORS P.T.WOOD LANDING d STEP P.T.WOOD LANDING 4 STEP _FIRST FLO % _ R, _ FIRST FLOOR_ _ _ _ c ELEV.35.0 ELEV. 35.0' - - - - - -— ILII ILII " I=1 1=11 Key Map: AVERNSEAVERA6E ELEVATION AVERAGE E1E1/A N III—I1�7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ —I 2 _ _ _ _ - =111=1 _ _ _ _ _ _ _ AVERA6E ELEVATION ELEV.52 ELEV.32b5' Y Y ELEV.3265' -1 Al-- I I I=1 I I ELEV. 32.65' Y ; II L I I 12'-0"1110, III 111 1 1 1 1 1 1 CONCRETE STEPS D -III=1 TO BASEMENT _I I—III=I _ CONCRETE STEPS DOWN � ''"`'r'• �+ NEW FOUNDATION WALL (TYPJ - I I NEW FOUNDATION WALL (TYPJ III—I I I- — - — .- , -_-III=III I I TO BASEMENT Asx NEW SUPERIOR WALL (•rYPJ I-111 y, NEA SUPERIOR WALL (TYPJ � 10' P.G. FOUNDATION WALL I 10-1/4" xf 9' HIGH WALL 10" P.G. FOUNDATION WALL I( 10-I/4" xi 9' HIGH WALL ON 10"x20" P.G. FOOTING ON 10"x20" P.G. FOOTING NV2'x4" KEYWAY I I I 2-1/2" INSULATION R-125 ►�(/�"x4" KEYWAY ( I ( 2-112" INSULATION R-i25 �., PROVIDE DAMPPROOFIN6. I ( PROVIDE DAMPPROOFIN6. •; I I :,�;.:, spur a s — � - - - _gk T.O.FOOTING B _ _ _ _• .O. SUPERIOR WALL ELEV.-Z.0' B.O.FOOTING 1 M1- ElEV.25A' - - Z LOCATION PROPOSED LEFT SIDELEVATION N1 SUNROOM PROPOSED LEFT SIDE ELEVATION NO SUNROOM OF SITE IS. I SCALE: 1/4" = I'-0" SCALE: 1/4" = 1'-0" :LA.PROPOSED RIDGE - - - - - - - - - - - _ _ _ _ _ _ _ F1.EY.53.18' - NEA 6ARAGE 4 BREEZEWAY ROOF (TYPJ METAL. ROOF AS SELECTED BY OWNER NEW ROOF Cn) _ METAL ROOF A5 SELECTED BY OWNER 2'-0' MEAN ROOF HEIGHT 15# FELT. E3UILDIN6 PAPER 15# FELT. BUILDING PAPER ELEV.50.30' BITI.M ICE 4 WATER BARRIER BITUK ICE: 6 AATER BARRIER MIN. 3'-0"UP FROM EDGE OF ROOF MIN. 3'-0"UP FROM E 06E OF ROOF 8-I/4" 51P ROOF PANEL 10-1/4" SIP ROOF PANEL ARCH ITECTURALDESIGNS, PLLC NEW EXTERIOR WALLS(TYP) 12 b-I/2" SIP PANEL WALLS 41— 4250 VETERANS H16HAAY,STE2040A HOLBROOK,NY 11141 I/2"6YP.WALL BOARD • INTERIOR 51A_ATHINS 2-0 ----------------- _ T.O.PROPOSED RIDGE _ _ _ _ _ _ - - _ - tel. 631 ) 319-1047 fax (631 ) 319-1049 TAPE,SPAU:'.LE E SAND 2 D ELEV.45b3' - 40 VAPOR BARRIER 12 12 SIDING BY OWNER ROOF_ _ _ _ _ ROOF HEIGHT _ _ _ _ — 2 P. NoELEV. 43 NE41 BRE3=ZE KAY ROOF (TYP) 1 F- --- METAL ROOF AS SELECTED BYO / / i SiJNRDOM GLAZING BY OTHERS 6ARA6E EXTERIOR WALLS(TYPJ 15# FELT. E3111LDING PAPER 2-0 / / \ 4-f/2'SIP PANEL WALLS BlVvV5 ICE= 4 WATER BARRIER / / \ ` 112'GYP.WALL BOARD INTERIOR 11 MIN. 3'-0"UP FROM E3D&E OF / / \ 9 SHEATHING 03/19/20 AS PER CONSTRUCTION 8-1/4" SIP ROOF PANEL N6^l / TAPE,SPACKLE E SAND VAPOR s o s ova 0'1/2'1/18 AS PER TOWN COMMENTS INSULATED 6LASS AND WOOD \ / WINDOWS BY 'MARVIN' PFJ"I NE3"l �{ _9 No. Date Revision INTEGRITY ALL ULTREX OR APPROVED EQUAL(TYP) Do FIRST FLOOR _ _ _ _ - -— Project Manager: EAB IFIF, I-, IFI 1111111ELEY. 35.0' �i Project Architect: ERIKA. BJORNEBY R.A. �VE_RAGE ELEVATION_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A ELEVATION 6ARA6E _ - - - _ - _ - _ - _ _ - _ - _ - _ - _ - E:LEV. 32b5' ELEV.32b5' ELEV. 55.01 ly AVERA6_E ELEVATION Project Designer: P.T. LAND # 5 ELEV. 325' I Drawn by: GLI 4 NEW SUPERIOR WALL (TYPJ P.T. WOOD LANDING E STEPI ( Q — — — Checked by: EAB T.O. FOOTIN i 9G m Design No.: Date: m — — � l0-I/4" x ' HIGH WALL I ELEV.29.67' Y ELEV.2q 0;"Y--- 06/21/18 2-1/2" INSULATION R-125 I I ,� B.O. FOOTING NEA FOUNDATION WALL (TYPJ DOB Job No. _ - - 8" P.G. FOUNDATION WALL JB.O. SUPERIOR WALL _ — ON 8"x16" P.G. FOOTING ELEV.25.-d P V2"x4" KEYWAY PROVIDE DAMPPROOFIN6. PROPOSED LEFT SIDE PROPOSED RIGHT SIDE PROPOSED RIGHT SIDE ELEVATION ELEVATION OARAO� �LEVA�T�ION�. Drawing Title: SCALE: I/4" = I'-0" G4�1! LE: 4' = I'-0' � SCALE: I/4" = I'-0" PROPOSED ELEVATIONS Drawing Scale: AS NOTED Architect: Drawing No.: ERIK A. BJORNESY R.A. 9T Unr6 '' . a 'd Sheets in Contract: pt, NL` 6 of METAL ROOF AS SELECTED BY OWNER Project: 15#FELT. BUILDING PAPER PROPOSED RESIDENCE T.O.PROPOSED RIDGE _ _ _ _ _ _ _ - —_ - _ - - BITUMUr ICE 8 WATER BARRIER ELEV.53.18' -—L- ` - - - - -- MIN. 3'-O"UP FROM EDGE OF ROOF / C1525 SOUND AYE PREMIER SCREWS ® 12"O.G.U.O.N. NV In MIN. NEW ROOF IRI YPJ PENETRATION INTO TOP PLATE. METAL ROOF AS SELECTED BY OWNER 2'1 MATT)TUOK, NY I I Q52 10-1/4" SIP ROOF 15# FELT. BUILDING PAPER 6TIN k b NEW ALUMN. GUTTER BITUMUS ICE d WATER BARRIER A� \ / A-5 MIN. 3'-O"UP FROM EDGE OF ROOF — DIST: 1000 SECT: 122 BLK: OI LOT: 2.3 CONTINJOU52x12 RIM YV/SIP SCREWS 0 8' O.G. 8d NAILS® b" O.G. EACH SIDE 10-1/4" SIP ROOF PANEL �� ZONE: R-40 CONTINUOUS FASCIA 2x TOP PLATE _ NEW CONTINUOUS ALUMINUM I ) CONTRACTORS: PREMIER MASTIC GUTTER AND LEADER tr`ll 5/8" PLYWOOD SOFFIT NEW EXTERIOR WALLS"I - b-1)2"5[P PANEL WALLS 4" TRIM -� I/2'GYP.WALL BOARD 6-1/2" SIP WALLS INTERIOR SHEATHING D 2 AEW SIDING;COLOWTEXTURE TO BE APPV'D TAPE,SPACKLE 4 SAND A-5 BY OWNER (1) LAYER I/2" GYPSUM BOARD VAPOR BARRIER INTERIOR FINISH 5112IN6 BY OWNER ` 2'-0' DRAINAGE PLANE OVER#15 FELT PAPER i � T (WEATHER BARRIER) INSULATED GLASS AND WOOD WINDOWS BY "MARVIN' INTEGRITY ALL ULTREX OR 6� APPROVED EQUAL(TYP) A-5L===JT qM Q a� FINISHED FLOOR ENGINEERS: DETAIL ( GBYOWNER3/4' 000—D b _ LY. WD. SHEATHIN6 N a-1/2' NEW 5/4'x6" P.T. " " FIRST FLOOR A-5 JI F.J. SERIES 110 ® I G. PI PLAIl SCALE: I =i -O _ _ _ _ - ELEV.35.0' - - - 6-I/2" SIP WALLS NEW(2) 1-3/4"AI-'1/8"2.0E LVL SIDING;GOLORITEXTURE TO BE APPV'D AVERAGE ELEVATION NEW ------ _ _------ - _— BY OWNER (1) LAYER I/2" 6YPSUM BOARD TELEV.32b5' NEW 2x8 P.T..1oIST5 INTERIOR FINISH NEW 3 1/2 0 STEEL COLUMNS ON DRAINAGE PLANE OVER#15 FELT PAPER PREMIER MASTIC 24"W X24"L X 4-11200 PAD BY NEA.2 LEDGER (WEATHER BARRIER) 4 SUPERIOR WALLS BOARD Sd NAILS® 6" O.G. EACH SIDE o 4 INSULATED 6LA55 AND WOOD WINDOWS BY NEW SUPERIOR WALL ItYPJ NEW CONCRETE SLAB trYPJ "MARVIN' INTEGRITY ALL ULTREX OR FIELD INSTALL PANEL TOP 10-1/4" xi 9' HIGH WALL 4" P.G. SLAB W/6xb 1010 104MKey Map: APPROVED EGI1AL (TYPJ 2x IN PANEL 2-1/2" INSULATION R-125 LEVEL 1/8" WITHIN 10 FT. , OVER 3" R161D XP5 FOAM IN%L. ON 4 MIL. VAPOR BARRIER B.O. SUPERIOR WALL ON b" GRAVEL BASE n= / ,•,Jpi ELEV.25.O' DETAIL -2 2 �r 50ALE: I I'-O" J' Its OROSS SEOTION A A INSULATED GLASS AND WOOD WINDOWS BY "MARVIN" INTEGRITY ALL ULTREX OR FIELD INSTALL PANEL TOP SCALE: I/4" = I'-0" LocaTION METAL ROOF AS SELECTED BY O APPROVED EQUAL (TYP) 2x IN PANEL WNER SITE •Z5, 8d NAILS® 6" O.G. EACH SIDE 15# FELT. BUILDING PAPER NEW SIDING;COLOR/TEXWRE TO BE APP1/'D 10-I/4" SIP ROOF BY OWNER PREMIER MASTIC GONT1N1O11S2x12 RIM Y�V s- 51P SGREY6® 8" O.G. DRAINA6E PLANE OVER#15 FELT PAPER —�0) LAYER I/2" GYPSUM BOARD PREMIER 50REW5 ® 12"O.C.U.O.N. YV/ In MIN. (WEATHER BARRIER) INTERIOR FINISH PENETRATION INTO TOP PLATE. CONTINUOUS FASCIA 6-1/2" SIP WALLS DETAIL 5 5/5m PLYWOOD SOFFIT SCALE: 1°=1'-0 4' TRIM ARCHITECTURALDESIGNS, PLLC - 6�" � NEW SIDING;GGLOR/TE)CTURE TO BE APPY'D BY ONS 4250 VETERANS H16HWAY,STE204OW HOLBROOK,NY 11141 tel. (631 ) 319-1041 fax (631 ) 319-104q 6-1/2' SIP WALLS INSULATED 6LASS AND WOOD WINDOWS BY (1) LAYER I/2" 6YPSUM BOARD Sd NAILS ® bO.G. EACH SIDE" 'MARVIN" INTEGRITY ALL ULTREX OR INTERIOR FINISH APPROVED EQUAL (TYP) 2x6SIP PLATE 2x TOP PLATE ;1 NEW SIDING;COLOR/TEXTURE TO BE APPVV 9/4 PLYWOOD SUBFLOOR ON ct� BY OWNER TOP MOUNTED JOIST HANCEER5 PREMIER MASTIC DRAINA6E PLANE OVER#15 FELT PAPER DRAINAGE PLANE OVER#15 FELT PAPER SIMPSON IT52.31AS IS 6A6E 6-U2" SIP WALLS (WEATHER BARRIER) B IER) TJI 9-112' FLOOR JOISTS SERIES 10-1/4" SIP ROOF Ibd NAILS ® 8 O.G. 110 ® 16" O.G. W/R-30 BATT PAIR OF 8" 51P SCREWS ® l2 O.G.U.O. - CATION DOUBLE PLATE 3' ROUTE © 03/l q/20 A5 PER CONSTRUCTION 8d NAILS 0 6" O.G. EACIIIIIIIIIIIII, ® BOTTOM 2X10 PRESSURE TREATED SILL PLATE OVER 1/2' SILL PLATE BOLT No. Date Revision TERMITE SHIELD a STEEL REINFORCED BOND BEAM (1) LAYER 1/2" 6YPSUM BOARD #3 BOND BEAM REBAR } INTERIOR FINISH Project Manager: EAB a I" EPS BOND BEAM INSULATION GRADE CONCRETE STUD CONTINUOUS BLOCKING b " (WRAPPED IN V EP5 INSULATION) FROM EITHER OSB Project Architect: ERIK A. BJORNEBY R.A. STOCK OR-2x[2 13/4" CONCRETE FACE SHELL— Y//\ Project Designer: REBARYERT1GAL I 2-112' FOAM INSULTAION (INSIDE EACH STUD) DETAIL 6) Drawn by: GLI STEEL REINFORCED FOOTING BEAM =A 6ALVANIZED STEEL STUD FACING SCALE: 1-I/2"=1'-O" Checked by: EAB FILTER MEMBRANE " ' SLAB CONNECTOR AS REOV. Design No.: Date: 6" DIA. DONT. PERFORATED DRAIN ; . 4" P.G. SLAB NVbxb 1010 WWM PIPE WITH STONE BACKFILL TO — 06/21/18 DRAIN FIELD ° ° a a - ROOF 4 VTR a ° DOB Job No. 0 0 0 0 0 0 0 0 0 0 0 _ --r--- ---r------- GLEAN CRUSHED STONE FOOTING 1 I/2' I NEW ---- -2" 1 1 112" 1 1 ICI'1 NEW 1 112"1 NEW 1 1/2' 1 -2" 1112" 1 NEW WASFfER I NFA I I LAV. I LAY. I I NEW i K.S. NEW x"44 I vi.C1. I D.W. DETAIL 4 ' I 1 SCALE: 1"=1'-O"' IS�HOWER )SHOWER Drawing Title: IN 'NEA FIRST FLOOR 1 1/2" 11/2" 1 1/2" 0.0.1 4 u TOPROPOSED 5EOTION, Ill SIP PONII ALL GWM SEALANT MAI4" SANITARY DETAILS, NOTES $ PLUM61 N SIDE of FRAMING TVP.AS SYSTEM NOTES RISER DIAGRAM B,ll IN COMPLIANCE WITH THE BUILDING CODE OF NEW YORK STATE REQUIREMENTS FOR Drawing Scale: q$ NOTA BASEMENT WIND UPLIFT RESISTANCE. I. ALL ANCHOR BOLTS ARE TO BE J" x 10" MIN. WITH 2" x 2" 50. WASHERS 2'-0" Architect: Drawing No.: O.G. (1800 Psi RATING FOR A55EMBLY CONSISTING OF BOLT, WASHER 4 DOUG-FIR ERIK A. BJORNEBY R.A. SEALnNr AS REcoMMENOM PLATE). Od COMMON NAILS•6'O.G. BY Mme• RED EACH STRIP AND EACH SIDE EXPANSION GAP 1/6' NOTE: mo w. -2. ALL ROOF PANEL SGREWSWITH WASHERS SHALL BE 8" O.G. MAX AND RATED � HATCH INDICATES NEW FIXTURE5. FOR 1,200 LBS WITHDRAWAL FROM DOUGLAS FIR. A-5 DETAIL5 4. ALL PANEL SCREWS BE 12"O.C. MAX AND RATED FOR 1,500 LBS WITHDRAWAL Y P C1 SGAL.E: 1-1/2"=V-O" 5. DOUGLAS FIR ' -7 : 5. ALL OTHER PANEL SKIN BLOCKING FASTENERS SHALL BE MINIMUM OF #8 x I PLUMBING RISER DIAGRAM STAINLESS STEEL 515 6"O.G. 6. ALL EXTERIOR WINDOWS AND DOORS ARE TO BE DETERMINED. �, 00, SCALE: NTS — � Sheets in Contract: 7of 7