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o�Og�ffOl,f�pG Town of Southold 6/3/2021 a y P.O.Box 1179 o ® ,c 53095 Main Rd y 0-,,b' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42050 Date: 6/3/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 350 Grove Dr., Southold SCTM#: 473889 Sec/Block/Lot: 80.-4-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/20/2018 pursuant to which Building Permit No. 42907 dated 7/31/2018 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,front covered porch,rear covered porch and deck as applied for. The certificate is issued to Helf,John&Laura&Ano. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0057 3/17/2021 ELECTRICAL CERTIFICATE NO. 42907 4/21/2021 PLUMBERS CERTIFICATION DATED 5/14/2021 n Grqe Berry Jrfl t oriz ignature 2 o�gUFFoc�-�oTOWN OF SOUTHOLD �� oy BUILDING DEPARTMENT C TOWN CLERK'S OFFICE o . 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#: 42907 Date: 7/31/2018 Permission is hereby granted to: Helf, John 875 Henrys Ln Peconic, NY, 11958 To: demolish existing dwelling and construct new single-family dwelling as applied for per SCHD approval. At premises located at: 350 Grove Dr., Southold SCTM # 473889 Sec/Block/Lot# 80.4-21 Pursuant to application dated 7/20/2018 and approved by the Building Inspector. To expire on 1/30/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,321.20 DEMOLITION $613.60 CO -NEW DWELLING $50.00 Total: $2,984.80 Bui din nspector 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. �,�2,��Zv/� New Construction: !/ Old or Pre-existing Building: (check one) Location of Property: 35-6) House No. Street Hamlet Owner or Owners of Property: �t//� /1� 6-14 �1 Suffolk County Tax Map No 1000, Section 400 Block $el Lot Subdivision Filed Map. Lot: Permit No. qlqbq Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 47 Applican gnature Town Hall,53095 Baia Road s �, Fax(531)765-9502 P.O.Boa 1179 Telephone(531)765-1802 Southold,No%vYork 11971-1959 Bl7z-DIN DEPA-tTllMNT CER,TII u CA T IOTI.t Date: 11-2 v , B72fli in Peim t No. Y� ler. G/�✓ �4v 1,7A j44 (Please primo) ��7�j Al- 'Humber. / 'Humber. v e-D (please PA-A) T certify that the solder used is ffie water suppler system cosi aims less&=2/10 of 1% lead.. Sw=to before me this VICKI't BERRY Notary Public-State of New York No. 01 BE6070081 Qualified in Suffolk,,Count -Notary P1,b1,c9 ��coul r Commission Expires - -S.�— a sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roper.riche rt(p)-town.south old.ny.us Southold,NY 11971-0959 Coulfv,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. John Helf Address: 350 Grove Dr City: Southold St New York Zip: 11972 Budding Permit#: 42907 Section 20 Block 4 Lot. 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: homeowner DBA- Wilcenski Electric License No- 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 70 Ceding Fixtures 16 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 3 Wall Fixtures 16 Smoke Detectors 5 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 67 CO Detectors 2 Sub Panel 1 A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment. gas range, range hood, gas clothes dryer, 4-paddle fans, 3-bath fans, 25 ft strip lights, 18-ARC fault circuit breakers,7-GFCI circuit breakers Notes 2200 w stand by generator with 200a automatic transfer switch Inspector Signature: Date: April 21 2021 81-Cert Electrical Compliance Form.xls �o�apF SOUTyo� _C 35 C) �• V v C. J' # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECT-ION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ "] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-&CHIMNEY [ ]" FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE,RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] -CODE VIOLATION [ ] PRE C/O REMARKS: O CSG M �.('rezg DATE 11112JAt INSPECTOR ®� �o�aOF SOUlyolo f # f TOWN OF SOUTHOLD BUILDING DEPT. - `y�OUtm,��' 765-1802 INSPECTION [4 F UIS 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: r ol DATE `/ �� INSPECTOR OF 50Ujy�� # TOWN OF SOUTHOLD BUILDING DEPT. courm a 765-1802 INSPECTION r-"/3FOUNDATION 1ST [ ] ROUGH PLBG. [ ] WUNDATION2ND [ ] INSULATION [ FRAM STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [` ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: &02 f 045V X ug '>�401W 0r2V// DATE fl INSPECTOR 4 O of so//lho * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 -I NSPEC ION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ]. FOUNDATION 2ND_ [ = ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [- ] FIRE SAFETY INSPECTION` [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Vv4r�, DATE I INSPECTOR SDE SOUT how How f # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] PdGH PL13G. =[ _] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &`CHIMNEY [' ]--FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c� 10�/ MAAW4b DATE - INSPECTOR ue souTyO�o # # TOWN OF SOUTHOLD BUILDING DEPT. °`�iourm 765-1802 INSPECTION - 2 [ ] FOUNDATION 1ST j ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ f FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 41 '111�/ INSPECTOR ' Rocket Insulation,LLC(367) Job Nurnbiir: 4472947 65 Air Park Drive Suite B RONKONKOMA,NY 11779 Insulation Certificate Insdation is installed In the structure described below as follows: Work Area Item Installed Sags I Sq Feet 8,4'x,200'SC15100C 1,5MIL Poly Fire Caulking Intumescent 814,Rockwool FPBOSS10-INT BOSS 814 Firestop Intumescent 2X6 Exterior Walls R-1315"x 93"-Unfaced-Wood Framing R-19 16"x 96"-Unfaced-Metal Framing -Basement Ceiling R-30 16"x 48"-Kraft-Wood Framing 1st Ceiling R-30 16"X 48"-Unlaced-Wood Framing Foam Seal Door And Windows SOLIDALDVV24 Soudal Foam Pro Door& Window Gun Foam 24oz -2A Exterior Walls SWD Quik-Shield 112 Closed-Cell 2"R-13.00 Kim Joist SWD Quik-Shield 112 Closed-Cell TR-1100 Attic Gable Walls SWD Qulk-Shield 112 Closed-Cell 3.25'R- 21.13 Roof Rafters SWD Quik-Shield,112 Closed-Cell 4.62"R- 30.00 SWD Quik-Shield 112 XC Closed-Cell Set(1051 lbs.) -*Flberylass bkow has no settling factor for R-values Job Name: 350 Grove Road Southold NY 11971, Job Address: 350 Grove Road SOUTHOLD,NY 11971 � jt Date Completed: Insulation JAN 1 1 202 � �� D CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 r (631 )727-7993 CDTHOMA563 @AOL.COM JULY 2, 201 9 s rR Building and Zoning Division -' Town of Southold =' �� APR 2 2 2021 Re: Helf Residence 350 Grove Drive, Southold Dear Sir/Madam: This letter shall serve to certify that I approve of the "No-Burn Plus" system to satisfy Section R 302.13 of the 2015 IRC. The floor framing and all components, conforms with the minimum requirements to meet the standard for fire protection. Existing floor components : 11 7/8" TJI 360 (3/8" web 1 3/8" x 2 5/16" top and bottom flanges, 3/4" T & G subfloor and nailing per 2015 IRC. Application to be done per all specifications (16% max moisture) and a application certificate shall be provided at the completion of the job by a certified applicator. Thank you for your attention to this matter. Please contact me with any questions you have. Very yours CHARLES M. THOMAS, R.A., t , Rocket Insulation,LLC 007) Job Number: 4472947 g5 Air Palk Drive Suffe B, RONKONKOMA,W 1 M9 Insulation Certificate 1r,S&bon is irtstalW in the structure described below as fo8ows: Work Area Item Installed Bags t Sq Feet 8:4`1200'SC15100C 1.6MIL Poly Fire CaulM V IntUmessent 814,Rockwool FPBl3SS10-INT BOSS 814 Firestop Intumescent 2X6 Exterior Walls R-1315"x 93"-llnfaced-Wood Framing R 1916`x 86"-unlaced-Metal Framing Baseme,rit-Cuing R-40 1&"x•4W-Kraft-Wood Framing I st Ceiling R-3016"X 48-R L16faced-Wood Framing Foam Seat Door And Windows SOVDALDW24 Soudal Foam Pro Door 8 Window Garr Foam 24oz 2X6 E�derior Walls SWD Quik-Shield 192 Closed-Celt 7 R 13.W Ijm Jit SWD Quik-Shield 11'2 Closed-Cell 2"R-13.00 Attic.Gable Walls SWD Quik-Shield 112 Gibsed-Cell 3.25"R- 21.13 21.13 Rod Rafters SWD Quik-Sl ieid;A 12 Closed-Cell 4.62'R- 30,00 SWD Oulk-Shield 112 XC Closed-Cell Set(1052 its.) ,ftsergtass tom,+hes no settling lbdorfor R-mh*s, .lab Name. 350 GWe Road Southold NY 11971 .lob Acklress: 3W Grave Road a +' APR 2 2 2021 _. SO THOLD,NY 11,971 • gate Completed: � r lnsutation X12,i 67 0 W PEZ I CHARLES M. THOMAS R.A. PLLC 206 LINCOLN STREET JUL ® 8 2019 RIVERHEAD, NY 1 1 901 (631 )727-7993 BUM, DWG DEPT, CDTHOMAS63 @Q AOL.COM IlOWWOFsou-i'm j JULY 2, 201 9 Building and Zoning Division Town of Southold Re: Helf Residence 350 Grove Drive, Southold Dear Sir/Madam: This letter shall serve to certify that I approve of the "No-Burn Plus" system to satisfy Section R 302.13 of the 2015 IRC. The floor framing and all components, conforms with the minimum requirements to meet the standard for fire protection. Existing floor components : 11 7/8" TJI 360 (3/8" web 1 3/8" x 2 5/16" top and bottom flanges, %" T & G subfloor and nailing per 2015 IRC. Application to be done per all specifications (16% max moisture) and a application certificate shall be provided at the completion of the job by a certified applicator. Thank you for your attention to this matter. Please contact me with any questions you have. ®A���� Very y yours, CHARLES M. THOMAS, R.A., �4 , ' 't1i4�'`� t� •'za;—`'���' ". �, .a�a:S'.'sac*-`sa�..,'�w`za'��.:�t�"z`�` -s,M:.;a ` Originally Issued: 03/21/2014 Revised:06/25/2019 Valid Through: 03/31/2020 No-Burn',Inc. 3, Alternative ignition barrier assemblies in accordance 1392 High Street with Section 3.4 of this report. Wadsworth,Ohio 44281 4. Fire resistance performance in accordance with (800)989-8577 Section 3.5 and 3.6 of this report. www,noburn,com 3.0 PRODUCT DESCRIPTION NO-BURNOPLUS,PLUS THB,PLUS XD,PLUS MIH, ORIGINAL, ORIGINAL MIH, WOOD 3.1 Product information GARD AND WOOD GARD MIH. 3.1.1 No-Burn®Original,No-Burn®Original Mih,No-Burn® CSI Division: Wood Gard and No-Burn'Wood Gard Mih are transparent, 09 00 00 FINISHES water-based liquids,packaged in 5-gallon(18.9 L)pails and CSI Section: 55-gallon(208 L)drums.The coatings have a shelf life of two 09 96 46 Intumescent Paints years when stored in unopened containers between 407 and 09 96 43 Fire-Retardant Coatings 90oF (4.41C and 32.2oC). No-Burn® Original, No-Burn® Original Mih, No-Burn' Wood Gard and No-Burn® Wood 1.0 SCOPE OF EVALUATION Gard Mih shall be mixed with a power mixing wand or equivalent at or between 500-900 RPM for a mixing time of 1.1 Compliance to the following codes& regulations: 5 minutes percontainer. 0 2018, 2015, 2012, 2009 and 2006 International 3.1.2 No-Burn®Plus, No-Burn®Plus ThB, No-Burn®Plus Building CodeO(IBC) XD, and No-Burn®Plus Mih are white, water-based latex • 2018,2015,2012,2009 and 2006 International liquids, which exhibit intumescent properties when exposed Residential Code"(IRC) to elevated temperatures and flame, packaged in 5-gallon • 2018, 2015, 2012, 2009 and 2006 International (18.9 L) pails and 55-gallon (208 L)drums. No-Bum'Plus, Existing Building Code®(IEBC) No-Burn®Plus XD,and No-Burn®Plus Mih have G shelf life of two years when stored in unopened containers between 1.2 Evaluated in accordancewith: 40aF and 90oF(4.41C and 32.21C).No-Burn®Plus ThB has a shelf life of 18 months when stored in unopened containers • IAPMO UES ECO 17,Evaluation Criteria for Field- between 401F and 90°F (4.4aC and 32.2°C).No-Burn®Plus, Applied Fire Protective Coatings No-Burni°Plus ThB,No-Burn"Plus XD,and No-Burn"Plus • TCC-ES AC377, Acceptance Criteria for Spray- Mih shall be mixed with a power mixing wand or equivalent Applied Foam Plastic Insulation at or between 500-1500 RPM for a mixing time of minutes • ]CC-ES AC456 Acceptance Criteria for Fire- per container. Protective Coatings Applied to Spray-Applied Foam Plastic Insulation Installed Without a Code- 3.2 Surface Burning Characteristics: As shown in Table I Prescribed Thermal Barrier of this report,No-Burn®Plus,No-Burn®Plus ThB,Flo-Burn® Plus Mih, No-Burn®Original, No-Burn®Original Mih, No- 1.3 Properties assessed: Burn®Wood Gard and No-Burn®Wood Gard Mih provide Class A interior finish when applied to the specified • Surface bum ingcharacteristics substrates.When tested in accordance with ASTM E84 or UL • Interior finishes 723, the listed coatings provide flame spread indices • Alternative thermal barrier assemblies complying with ranges set forth for interior finishes in TBC® • Alternative ignition barrier assemblies Section 803.1 of the 2018,2015,2012,2009,and 2006IBCO, • Fire resistance Section R302.9 of the 2018,2015,2012 and 2009 IRC®,and Section R315.1 of the 2006 IRC®. 2.0 PRODUCT USE 3.3 Alternative Thermal Barrier Assemblies: Vo-Burn® No-Burn®coatings comply with the IBC®,IRC'and IEBC® Plus ThB when applied to spray-applied polyurethane foam for use in new and existing buildings. Applied to the insulation listed in Table 2 of this report may be installed substrates listed in Tables 1 through 5 of this report, No- without a prescriptive IS-minute thermal barrier in Burn coatings provide the following attributes: accordance with Section 2603.9 of the 2018 and 2015 IBC®, 1. Surface burning characteristics and interior finish in Section 2603.10 of the 2012 IBC®,Section 2603.4 of the 2009 accordance with Section 3.2 of this report, and 2006 IBC®, Section R316.6 of the 2018,2015 and 2012 2, Alternative thermal barrier assemblies in accordance I RC®,Section R316.4 of the 2009 IRC®and Section R314.4 with Section 3.3 of this report. of the 2006 IRC®. UAW The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative material,design or method of construction in order to satisfy and comply wilt FS the intent of the provision of the code,as noted in this repod,and for at feast equivalence to that prescribed in the code in quality,strength,effectiveness,rite resistance,durability and safety as applicable,in accordance with IBC Section 104.11 This document shaft only be reproduced in its entirely Copyright©2019 by International Association of Plumbing and Mechanical Officials All rights reserved Printed in the United Stales Ph.1-877-41ESPPT•Fax 909 472 4171 web www,undarm-es org•4755 East Philadelphia Sheet,Ontario,California 917614816—USA isatacIraas Page 1 of 8 P_1.(C'Mow ,awt 1 ,rsr � 'Y �. n -vear '�,,p;�e� " E ��� •t,�„v"`i":,;i;,'*"< ^,mss.. _ ,... .i,..,._...�..byc`.,,, G Originally Issued: 03/21/2014 Revised: 06/25/2019 Valid Through: 03/31/2020 As shown in Table 2 of this report,No-Burn'Plus provides an when air impermeable insulation is permitted in alternative thermal barrierassembly forwalls and ceilings when unvented attics in accordance with Section R806.5 of applied to Structural Insulated Panels(SIPS)with a maximum the 2018,2015 and 2012 TRC®, Section R806.4 of the combined thickness of 12'/8 inches(314 mm);,consisting of a 2009 and 2006 IRC®, Under-floor (crawl space) composite of nominal 11 '/2 inches(292 mm)thick expanded ' ventilation is provided, when required, by Section polystyrene foam plastic core, (1.0 pcf[16 kg/m'],density) 1202.4 of the 2018 IBC] and 1203.4 of the 2015 sandwiched between two 'h6-inch-thick(]I mm) oriented BC®, Section 1203.3 of the 2012, 2009 and 2006 strand board(OSB)sheets in accordance with Section 2603,9 IBC]or Section R408.1 of the 2018, 2015, 2012, of the 2018 and 2015 IBC's, Section 2603.10 of the 2012 2009 and 2006 IRC®,as applicable. IBC®,Section 2603.4 of the 2009 and 20061BC®apd Section • The foam plastic insulation is limited to the R316.6 of the 2018,2015 and 2012 IRC',Section R316.4 of maximum thickness and density tested, shown in the 2039 IRC®and R314.4 of the 2006 IRCO. Table 3 of this report. • Combustion air is provided in accordance with 3.4 Alternative Ignition Barrier Assemblies:No-Burn,Plus, Section 701 of the 2018,2015,2012 and 2009 IMC®, No-Burn®Plus XD and No-Burn'Plus ThB when applied to or Section 701 and 703 of the 2006 IMC®. the spray applied polyurethane foam insulations listed in Table 3 of this report may be installed in an attic or crawl space 3.5 Fire Resistance(Table 4): As shown in Table 4 of this without a prescriptive ignition barrier in accordance with report,No-Burn®Plus provides fire resistance to engineered Sections 2603.4.1.6 of the 2018,2015,2012,2009 and 2006 wood framing members or components when applied to both IBC®and Sections R316.5.3 and R316.5.4 of the 2018,2015, sides of the web and top and bottom flanges and the interior 2012,and 2009 IRC®and Section R314.5.3 acid R314.5.4 of facing side of the subfloor,once the—components are installed, the 2036 IRCO. as an alternative to the 2-by-10 dimension lumber prescribed As shown in Table 3 of this report, No-Burn®Plus XD and in Section R302.13,Exception 4 of the 2018 and 2015 IRC® ZIP System®R-Sheathing may be installed in an attic or crawl and Section-73-01.3, Exception 4 of the 2012 IRC'. At a space without a prescriptive ignition barrier.ZIP System®R- minimum,the assembly shall be constructed with the framing Sheathing (Insulating Sheathing), consists Of members or components in accordance with Ta�ble,4 of this (11 mm) ZIP System® Wall Sheathing with a layer of report affixed to the rim board with-16d common or 10d box maximum 1 inch thick(25.4 mm)rigid polyisocyanurate foam mails or fasteners in accordance with Table R602.3(1)of the plastic board laminated,-fo ,its interior face using PVA 2018 and 2015 1RC or 8d nails or fasteners in accordance adhesive.The ZIP SystemO Wall Sheathing is OSB complying with the 2012, 200str and 2006 IRC , 23/32 tongue and with U.S.DOC PS 2 for wood sh uctural panels as Exposure] groove oriented strand board subfloor affixed with 8d with a24/0,24/16,or,Wall 24 span rating and is overlaid on the c,moron nails or fasteners in accordance with Table R602.3 exterior side with a Grade D water-resistive barrier.The foam M. plastic insulation boards have a nominal density of 2.0 pcf(32 3.6 Fire Resistance (Table 5)• As shown in Table 5 of this kg/M3'1,compressive strengths of 22 psi(152 kPa)and 20 psi report,No-Burn®Plus provides fire resistance to engineered (138 kPa), respectively, vapor permeance of less than ,1.1 wood framing members or components when applied to both perm, flame-spread indices of 75 or less and smoke- sides of the web and to and bottom flanges, once the developed indices of 450 or less. The ZIP System' R- components are installed, as an alternative to the 2-by-]0 Sheathing panels are nominally 4 feet wide m 8, dimension lumber prescribed in Section R302.13,Exception 9, 10, 11 or 12 feet(2438, 2743, 30488,, 3 33353,, oor r 3658 mm) 4 of the 2018 and 2015 IRC®and Section R501.3,Exception long a-id have square-finished-edge or machined-edge profile. 4 of the 2012 IRC . No-Bum'Plus,No-Burn®Plus XD and No-Burn®Plus T11B 4,0 DESIGN AND INSTALLATION may be installed in an attic or crawl space without a prescriptive ignition barrier when all of the following 4,1 General:The coatings shall be field-applied to substrates conditions are met: in accordance with this report and the No-Burn®, Inc. • Entry to the attic or crawl space is only to repair, published instructions. When coatings are applied in accordance with Section 3.5 or Section 3.6 for Fire permimaintain, and service utilities and no storage are Resistance,the applicator shall be qualified by No-Burn®,Inc. • There tare no interconnected attic or crawl space Copies of this report and the No-Burn",Inc.instructions shall be available at the jobsite. Where conflicts occur, the more areas. restrictive shall govern. Before and during coating • Air in the attic or crawl space is not circulated to application, substrate surfaces shall be dry, clean and free other parts the building. from loose debris, dirt, grease, oil and all prior coating • Attic ventilation is provided when required materials such as paint,stains and sealers.The substrate shall Section 1202.2 of the 2018 IBC8 and 1203.2 of thhee not have, nor have been exposed to, treatments, chemicals, 2015,2012,2009 and 2006 IBC or Section®806 of coatings,etc. the 2018,2015,2012,2009 and 2006 IRC ,except Page 2 of 8 s�°�.WI[II-11111-1111' ,'?�, q>,.� z�:`. '"�.'� � °" :35.�t+«�,'9S`5"..�,'*�.,N2.,'T«Yc'2kSS.`a*w.�•;a3`sxy ' Originally Issued: 03/21/2014 Revised: 06/2512019 Valid Through: 03131/2020 Visual observation of the applied coatings varies. Opaque shall be applied-prior to installation of mechanical,electrical coatings will result in a distinctive white color.Transparent and plumbing components. coatings may result in a distinctive color dye on,the substrate. For verification of the wet applied thickness, a standard 5.4 When coatings are applied in accordance with Section painter's thickness gauge shall be used during the application. 3.5 or Section 3.6 of this report for Fire Resistance,the No- The finished dry mil thickness will be 0,40-0.70 times the wet Burne qualified applicator shall affix a No-Burn®,Inc.issued mil thickness. When verification of transparent coatings is label,shown in Figure I of this report,to the substrate where required by the code official,field testing shall be conducted the coating has been applied;at a minimum,one No-Burn®, as follows: flame from a propane- fueled torch shall be Inc. issued label shall be affixed every 10,000 feet2(929.03 applied to the coated area and to a sample of uncoated mz)offloor area. substrate for a minimum of 10 seconds.The presence of the coating shall be observable through the comparison of the 5.5 When coatings are applied in accordance with Section 3.5 reactions of the coated and uncoated substrates to the flame, or Section 3.6 of this report for Fire Resistance,an installation certificate as shown in Figure 2 of this report shall be The coatings shall be applied only to the specific substrates completed by the applicator and submitted to the code official listed in Tables I through 5 of this report.Immediately before and No-Burn®,Inc. placing the coatings, the applicator shall verify the moisture content of the substrates, as applicable, in accordance with 5.6 No-Burnt'coatings shall be applied to areas within the Table 1,Table 2(SIPs only),Table 4 or Table 5 of this report. weatherproofing membrane or surfaces not exposed to Substrates shall be in their final position in the building, weather, where the substrate's iii-service dry-use moisture directly exposed to the interior,protected from the weather,in content conditions are expected to be at or less than the conditioned and unconditioned locations.Surface and ambient recommended levels in accordance with Table 1, Table 2 temperatures before and during application shall be 40°F (SIPs only), Table 4 or Table 5 of this report. (4.4°C) minimum. Surface temperatures shall not exceed 100°F (37.7°C) during application. Cure time is 24 hours 5.7 Other inspections may be required when determinedto be minimum, necessary by the code official in accordance with Section R109.1.5 of the 2018, 2015, 2012, 2009 and 2006 IRC®. The coatings shall be applied at an application rate set forth in Special inspection shall be required when determined to be Table 1.Table 2,Table 3,Table 4 or Table 5 of this report by necessary by the code official in accordance with Section spraying, roller or brush. When coatings are applied in 1705.1.1 of the 2018,2015 and 2012 IBC'or Section 1704.15 accordance with Section 3.5 and Table 4 or Section 3.6 and of the 2009 IBC®or 1704.13 of the 2006 IBC®. A statement Table 5,the frequency of thickness measurements with a we of special inspection in accordance with Section 1704.2.3 of film thickness gauge during the application of each coat shall the 2018,2015 and 2012 IBC®or 1705 of the 2009 or 2006 be at a minimum, measured once every 100 ft'(9.29 m2) of IBC®shall be submitted. surface area. 5.8 The coatings are manufactured in Sandusky,Ohic,under a 4.2 Design: No-Burn®Plus,No-Burn®Plus ThB,No-BUmO quality control program with inspections by Intertek Testing Plus XD,No-Burn®Plus Mill,No-Burn®Original,No-BurnO Services NA Ltd.(AA-647). Original Mill, No-Burn`s Wood Gard and No-Burn° Wood Gard Mill shall be applied in one coat and may be overcoated 6.0 SUBSTANTIATING DATA with latex paint per manufacturer's instructions. Data in accordance with the IAPMO UES Evaluation Criteria 5.0 LIMITATIONS for Field-Applied Fire Protective Coatings(EC017) adopted The No-Burn®coatings described in this report comply with, February 2014(editorially revised March2015). or are suitable alternatives to what is specified in,those codes Data in accordance with ICC-ES AC377 Acceptance Criteria listed in Section 1.0 of this report, subject to the following for Spray-Applied Foam Plastic Insulation,dated April 2016, conditions: including test reports in accordance with Appendix X of 5.1 The coatings shall be applied in accordance with this AC377. report, the manufacturer's instructions and the applicable code. In the event of a conflict between the manufacturer's Data in accordance with ICC-ES AC456 Acceptance Criteria instructions and this report,the more restrictive shall prevail. for Fire-Protective Coatings Applied to Spray-Applied Foam Plastic Insulation Installed Without a Code-Prescribed 5.2 Application is limited to the substrates listed in Tables 1 Thermal Barrier,dated October 2015. through 5 of this report. Reports of fire tests conducted in accordance with ASTM 5.3 When coatings are applied in accordance with Section 3.5 E84, ASTM El 19, NFPA 286 (AC377, Appendix X), UL or Section 3.6 of this report for Fire Resistance,the coatings 723,and UL 1715. Page 3 of 8 ay,ny u� ,q, . y ; r^` . "A ' RE ak`'r"C"•y:. �,•� '"'§��7 �..,..—;., ' a Originally Issued: 03/21/2014 Revised: 06/25/2019 Valid Through: 03/31/2020 7.0 IDENTIFICATION Containers of the coatings are identified by a label affixed on product packaging.The label shall include theNo Burn®,Inc., name and address, product name, batch number, expiration date,application instructions,name or logo of the inspection agency(Intertek Testing Services NA Ltd.)and the IAPMO Uniform ES Mark of Conformity;and the Evaluation Report Number(ER-305)to identify the products recognized in this NO-BURN°INSTALLATION LABEL report. A die-stamp label may also substitute for the label. Either Mark of Conformity may be used as shown below: 1AProduct Name: PMD SES ES Ca? or ® Certified Applicator Number: 1APM0 UES ER-305 XOOOOOOOONB0000 8.0 STATEMENT OF RECOGNITION IAPMO UES ER 305 This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on No-Burn® Aj ® Plus,No-Burn®Plus ThB,No-Burn®Plus XD,No-Burn®Plus 14®—B V R N.. Mill,No-Burn®Original,No-Burn®Original Mill, No-Burn® 1t Wood Gard and No-Burn® Wood Gard Mih to assess www.noburn.com conformance to the codes shown in section 1.0 of this report and serves as documentation of the product certification. Products are manufactured at locations noted tinder Report Figure 1 Holder, this report is tinder a quality control program with periodic inspection under the supervision of IAPMO UES. Brian Gerber,P.E.,S.E. Vice President,Technical Operations Uniform Evaluation Service Z�/Vl ae"o/ Richard Beck,PE,CBO,MCP Vice President,Uniform Evaluation Service GP Russ Chaney CEO,The IAPMO Group For additional information about this evaluation report please visit www.uniform-es.ore or email us at into 0( uniform-es.org Page 4 of 8 : *e,�i': oayaae"aa. t. S" '+=„»k"u"rr'"' fi"k' ",i-.;"� �.a-`•,y,"'e, x' r�."'::� ,i.,. _,t„ •-a3; - g,} .'", :,„ , ;"5,,::>»,„ x� '„s1i.� �.�Y°tr�J' yc� 'i+ � �t€+Y3d.��'+ scr QD Originally Issued: 03/21/2014 Revised: 06125/2019 Valid Through: 03/31/2020 TABLE 1 -CLASS A INTERIOR FINISH MAX NO-BURN”PRODUCT NAME SUBSTRATE MOISTURE OONTENT Plus= Plus ThB Plus Mih Original Original Mih Wood Gard Wood Gard Mrh 6milswet(4milsdry) 6milswet(4mdsdry) 5mdswet(2milsdry) 5mdswet(3milsdry) 5mdswet(3mdsdry) Douglas Fr 19% 275sq R per gallon NR 275sq R pergallon 300sq.R per gallon NR 300sq R pergallon 300sq.ftpergallon Red Oak 19y° 6mdswet(4milsdry) NR NR NR NR NR NR 275 sq R per gallon Oriented Strand16 0 8milswel(5milsdry) 8milswet(5mdsdry) NR 5mdswet(2milsdry) NR NR 5milswel(3milsdry) Board 200 sq R perga0on 200sq R.pergallon 300sq R.pergallon 300sq R pergallon Southern Yellow 19% NR NR NR NR Smilswet(2milsdry) NR NR Pine I I I i 300sq R.pergallon 'NR=Not Recognized 'Coaling may be overcoaled with up to seven coals of latex paint with a pH of 7 to 8 TABLE 2—ALTERNATIVE THERMAL BARRIER ASSEMBLIES MAXIMUM MAXIMUM APPLICATION OF NO•BURN"COATING SUBSTRATE NO-BURN® THICKNESS(in) THICKNESS(in) PRODUCT Walls Ceilings, MINIMUM INSTALLED THEORETICAL Evaluation NAME &Vertical Underside of Roof THICKNESS mils APPLICATION RATE Report' Surfaces Sheathing/Rafters (gallons per 100 8 Floors Wel Film Dry Film P square feet BASF Enertite G Open Cell Spray Foam Plus ThB' 8 14 14 9 0 B7 CCRR-1032 BASF Enertite NM Open Cell Spray Foam Plus ThB' 8 14 14 9 0.87 CCRR•1032 BASF Enende IBA18 Open Cell Spray Foam Plus ThB' B 14 ' 14 9 0.87 CCRR-1032 BASF Sprayllte SP Closed Cell Spray Foam Plus ThB' 6 8 14 9 0.87 CCRR-1031 BASF Spraytite 158 Closed Cell Spray Foam Plus ThB' 6 8 14 9 0.87 CCRR-1031 BASF Spraytite 81205 Closed Cell Spray Foam Plus ThB' 6 8 14 9 0,87 CCRR-1031 BASF Spraytite 178 Closed Cell Spray Foam Plus ThB' 6 B 17 11 1.06 CCRR-1031 BASF Spraytite 81206 Closed Cell Spray Foam Plus ThB' 6 8 17 11 1.06 CCRR-1031 BASF Waillite HP+Closed Cell Spray Foam Plus ThB' 6 8 17 11 1.06 CCRR-1031 BASF Wallhte US-N Closed Cell Spray Foam Plus ThB' 6 B 17 11 1.06 CCRR-1031 BASF Walltite US Closed Cell Spray Foam Plus ThB' 6 8 17 11 1.06 CCRR-1031 BASF Wal101e 200 Closed Cell Spray Foam Plus ThB' 6 8 17 11 1.06 ESR-2642 Gaco Western EZSpray F4500 Open Cell Spray Foam Plus ThB' 12 16 14 9 087 CCRR-1107 Gaco Western 1831V Closed Cell Spray Foam Plus ThB' 6.5 9 14 9 087 CCRR-1002 Gaco Western OnePass F1850 Closed Cell Spray Foam Plus ThB' 65 95 14 9 0,87 CCRR-1043 Gaco Western OnePass Low GWP F1880 Closed Cell Spray Foam Plus ThB' 9 125 14 9 0.87 CCRR-1106 Icynene Classic Open Cell Spray Foam Plus ThB' 6 14 16 11 10 ESR-1826 Icynene Classic Ultra Open Cell Spray Foam Plus ThB' 6 14 16 11 1.0 ESR-1826 Icynene Classic Ultra Select Open Cell Spray Foam Plus ThB' 6 14 16 11 10 ESR-182-3 Icynene Classic Plus Open Cell Spray Foam Plus ThB' 6 14 16 11 1,0 ESR-1826 Icynene Prime Gold Open Cell Spray Foam Plus ThB' 6 14 16 11 '10 ESR-4323 Icynene No Mix Open Cell Spray Foam Plus ThB' 8'h 14 14 9 0.87 CCRR•1123 Icynene ProSeal Clcsed Cell Foam Plus ThB' 4 8 14 9 0.87 ESR-3500 Icynene ProSeal LE Closed Cell Foam Plus ThB' 4 8 14 9 087 ESR-3500 Icynene ProSeal Eco Closed Cell Foam Plus ThB' 4 8 14 9 0.87 ESR-3493 Icynene ProSeal HFO Closed Cell Foam Plus ThB' 4 8 14 1 9 0.87 CCRR-1108 Icynene ProSeal HFO CW Closed Cell Foam Plus ThB' 4 8 14 9 087 CCRR-1108 Icynene MO-C-200 Closed Cell Foam Plus ThB' 4 8 14 9 0.87 ESR-3199 Johns Manville JM Corbond Open Cell Spray Foam Plus ThB' 8 14 14 9 0.87 CCRR-1079 Johns Manville JM C orbond OCX Open Cell Spray Foam Plus ThB' 8 14 14 9 087 ER-372 Johns Manville JM Corbond III Closed Cell Spray Foam Plus ThBz 6 6 14 9 0.87 1 ER-146 Page 5 of 8 igl4 „yh'l ^+"-r*'r*r. '".^?"^:m=rn" x,_ `t5a ,u�^+' '^' ...�.,nsxz;.sNs3".i:�•«„m �i.�:.t- 3, ift—, 305� v£h"'•_,.'"'-',-�"`, s,.3.ie.&s*fi.=hflw.t:n:.. - < ; Originally Issued: 03/21/2014 Revised: 06/25/2019 Valid Through: 03/31/2020 TABLE 2 CONTINUED—ALTERNATIVE THERMAL BARRIER ASSEMBLIES MAXIMUM MAXIMUM APPLICATION OF NO-BURN®COATING SUBSTRATE NO-BURN® THICKNESS(in) THICKNESS(in) PRODUCT Walls (in)Ceilings, MINIMUM INSTALLED THEORETICAL Evaluation NAME Vertical Underside of Roof THICKNESS mils APPLICATION RATE Report Surfaces ShealhinglRafters (gallons per 100 8 Floors Wet Film Dry Flm square feet Jahns Manville JM Corbond MCS Closed Cell Spray Foam Plus ThB1 6 8 14 9 0.87 ESP.-3159 Lapolla Foam-Lok FL 450 Open Cell Spray Foam Plus ThB1 6 14 16 11 10 ESP.-4242 Lapolla Foam-Lok FL 500 Open Cell Spray Foam Plus ThB2 8%2 14 14 9 0.87 CCRR-1091 Lapolla Foam-Lok FL 750 Open Cell Spray Foam Plus ThB1 6 14 16 11 1.0 ESP.-4322 Lapolla Foam-Lok FL 2000-413 Closed Cell Spray Foam Plus ThB" 6 9 14 9 087 CCRR-1025 Lapolla Foam-Lok FL 2000 Closed Cell Spray Foam Pius ThB1 6 9 14 9 087 ESP,-2629 SWD Quik-Shield 108 Open Cell Spray Foam Plus ThB2 8 14 14 9 087 CCRR-1051 SWD Quik-Shield 112XC Closed Cell Spray foam Plus ThB1 5 8 14 9 0.87 CCRR-1 D11 SWD Quik-Shield 118 Closed Cell Spray Foam Plus ThB1 5 8 14 9 0.87 CCRR-1093 Structural Insulated Panel(SIPs)3 PIus2 NIA NIA 12 7 0.75 1 MIA For SI:1 mil=0 0254 mm,1 inch=25 4 mm,1 gal=3,79 L 'Use of No-BUmO Plus ThB for use with any insulation product listed herein is conditional upon that insulation product's compliance to AC377 In an evaluation report by an approved evaluation entity.Users shall Independently verify the current validity of any evaluation report referenced herein ER-Evaluation Reports from IAPMO Uniform Evaluation Service,CCRR-Code Comollance Research Reports from Intertek,and ESR-Evaluation Service Reports from ICC-ES 1No-Bum®Plus ThB or Plus may be overcoated with latex paint with a pH of 7 to 8 'The maximum moisture content is limited to 161% TABLE 3—ALTERNATIVE IGNITION BARRIER ASSEMBLIES MAXIMUM MAXIMUM APPLICATION OF NO-BURNOCOATING THICKNESS THICKNESS MINIMUM INSTALLED NO-BURNO PRODUCT (in)Walls, (in)Ceilings, THEORETICAL NAME' Vertical Underside of Roof THICKNESS mils APPL CATION SUBSTRATE Surfaces& SheathinglRafters 8Wet Film Dry Film RATE(gallons per are Attic Floors Floors 100 s� feet) Accella Baysealn'OC Open Cell Spray Foam Plus XD or Plus ThB 11 1/4 16 6 4 0.37 BASF ENERTITEO G Open Cell Spray Foam Plus XD or Plus ThB 11'% 16 6 4 037 BASF ENERTITEO NM Open Cell Spray Foam Plus XD or Plus ThB 11% 16 6 4 0.37 BASF SPRAYTITEO 158 and 81205 Closed Cell Spray Foam Plus XO or Plus ThB 8 8 6 4 0.37 BASF SPRAYTITEO SP Closed Cell Spray Foam Plus XO or Plus ThB 8 8 6 4 0.37 BASF ENERTITEO US Open Cell Spray Foam Plus,Plus XD or Plus ThB 11 114 11'/ 12 7 0.75 BASF SPRAYTITEO 178 and 81206 Closed Cell Spray Foam Plus,Plus XD or Plus ThB 9 1/.1 111/4 12 7 0.75 BASF WALLTiTEa US Closed Cell Spray Foam Plus,Plus XD or Plus ThB 9'/4 11% 12 7 0.75 BASF WALLTITEO US-N Closed Cell Spray Foam Plus,Plus XD or Plus ThB 911, 11 114 12 7 0.75 BASF WALLTITEO HP+Closed Cell Spray Foam Plus,Plus XD or Plus ThB 9'/4 11 1/4 12 7 0.75 BASF COMFORT FOAMO 178 Closed Cell Spray Foam Plus,Plus XD or Plus ThB 91/. 11 114 12 7 0.75 Convenience Touch'n Seal°2 0 PCF Closed Cell Spray Foam Plus XD or Plus ThB 2 2 8 5 05 Demdec SEALECTIONO 500 Open Cell Spray Foam Plus XD or Plus ThB 91le 11%. 6 4 0.37 Demilec SEALECTION Agribalance0 Open Cell Spray Foam Plus XD or Plus ThB 9'12 11%1 10 6 0.63 Gaco Western EZ Spray F450D Open Cell Spray Foam Plus ThB 12 16 6 4 437 Huber ZIP System"R-Sheathing Panel(R-3&R-6) Plus XD or Plus ThB N/A NIA 10 6 C63 ICP Handl-FoamO E-84 Class 1(A)Closed Cell Spray Foam Plus XO or Plus ThB 2 2 10 5 C 63 Icynene Classic Open Cell Spray Foam Plus XO or Plus ThB 5112 14 6 4 C,37 Page 6 of 8 n.,'A,.,S..�F�z .Nu'.tti.: ;�,4:-, -_.�r#'a��g`m'3.�ip�><��^s�`.%n5 �d�,^•=x'^' t .5;-�;d'z'Gs„'. min'— -�^>.,`•�-- - . xs, ® Originally Issued: 03121/2014 Revised: 06/25/2019 x Valid Through: 03131/2020 TABLE 3 CONTINUED—ALTERNATIVE IGNITION BARRIER ASSEMBLIES Icynene Classic Ultra Open Cell Spray Foam Plus XD or Plus ThB 5112 14 6 4 037 Icynene Classic Ultra Select Open Cell Spray Foam Plus XD or Plus ThB 5'/7 14 6 4 0.37 Icynene Classic Plus Open Cell Spray Foam Plus XD or Plus ThB 6 14 6 4 0.37 Icynene Prime Gold Open Cell Spray Foam Plus XO or Plus ThB 5'h 14 6 4 037 Icynene ProSeal Eco Closed Cell Spray Foam Plus XO or Plus ThB 7'14 9% 5 3 0.31 Icynene MD.0-2C0 Closed Cell Spray Foam Plus,Plus XD or Plus Th8 11 114 11'/. 16 10 1.0 Lapolla FL 450 Coen Cell Spray Foam Plus XD or Plus ThB 5'h 14 6 4 0.37 Lapolla FL 750 Ooen Cell Spray Foam Plus XD or Plus ThB 8 14 6 4 0.37 SWD Quik-Shleld 106 Open Cell Spray Foam Plus Th8 8 14 6 4 0.37 Tiger Foam"E-8z Fire Rated SPF Class 1 Spray Foam Plus XD or Plus ThB 2 2 10 6 0.63 For SI:1 mil=0 0254 mm,t inch=25 4 mm,1 gal=3 79 L 'No-Bum°Plus,Plus XO or Plus ThB may be overcoated with latex paint with a pH of 7 to 8 TABLE 4-FIRE RESISTANCE See Section 3.5 MINIMUM DESIGN NO-BURN"PRODUCT' MAX SUBSTRATE MOISTURE Minimum Web Flange Depth Moment EI x106 Vertical Shear(lbs) Plus CONTENT Depth(in) Thickness(in) x Width(in) (1t-lbs) (int-lbs) [-joist solid sawn flange 16% 9'h ala 15x2 2725 170 1475 15milswet(9mtisdry) 107 sq.ft.per gallon I-joist structural 16% 9% 1/8 1.125x2 2725 170 1475 15milswet(9milsdry) composite lumber flange 107sq.ft pergallon ® lJoist.structural 16% 117/e 1/a 1125x1.75 3025 260 1625 15mdswet(9milsdry) composite lumber flange 107sq ft pergallon For SI:1 and=0 0254 mm,1 inch=25.4 mm,1 gal=3.79 L,I Ib=0 45 kg 'No-Bum°Plus may be overcoated with latex paint with a pH of 7 to 8 TABLE 5-FIRE RESISTANCE See Section 3.6 MINIMUM DESIGN NO-SURNa PRODUCT' MAX SUBSTRATE MOISTURE Minimum Web Flange Depth Moment EI x 106 CONTENT Depth(in) Thickness(in) x Width(n) (ft-lbs) (int-lbs) Vertical Shear(lbs) Plus I-joist solid sawntange 16% 9'/ 3I8 1.5x2.5 2800 198 1185 23milswet(14milsdry) 70 sq ft,per gallon ]-joist structural 160% 117/8 a/8 1.125x175 3025 260 1625 23mdswet(14milsdry) composite lumber lange 70 sq fL per gallon For SI:1 mil=0.0254 mm,t inch=25.4 mm,1 gal=3.79 L,1 Ib=0.45 kg 'No-Bum"Plus may be overcoated with latex paint with a pH of 7 to 8 r0 f, 7/ Page7of8 Wn1 -. SER°3�-�r *30,5=,h `® Originally Issued:03/21/2014 Revised: 06/25/2019 Valid Through:03/31/2020 NO-BURN°PRODUCT APPLICATION CERTIFICATE LOCATION OF BUILDING: Address Lot# City State Zip DESCRIPTION AND USE OF BUILDING: Certified Applicator Name Company Certified Applicator Number Moisture Size of Meter Temp Area Substrate Reading Treated Product (Noted In Qty' Date (Max% Reading Describe Area Treated (Surface Area (wet film in I; ) SgFtor Applied Tables gory thickness) Applied Tables Footprint 4 orA) SgFt) Certified Applicator Signature Date of Service Figure 2 Page 8 of 8 Certificates-350 Grove Dr,Southo)d 119710001.pdffile:///Users/LamACHelf/Downloads/Certificates-350 Grove Dr,S. Peter Altenreither R BPI Energy Assessments 226 Smithtown Blvd,Unit 131 independent DOE Home Energy,S�oririg Nesconsef,NY 13767-2427 Residential Manual 1/D/S Energy $ � Assessment " HERS Ratings Tel:633.384.84.98 Professionals Blower Door Testing Fax:631.979.0824 Duct Blaster Testing Email:Peter.iREAP@gmail.com �` ANSI Level I Thermography Blower Door Test Certificate Permit#: Address: 350 Grove Dr City: Southold State:NY Yip: 11971 Conditioned floor Area(ft2): 3,063 CFA Voluirie(ft): 52,709 CFM50 @ 3' 2 636 (3 x Volume/.6Q) Test Resort: 1.444.2 CFM 5Q Pa ACH 1.64 CFM*511/1fj, AQ2.4.12 Testing.The Building or dwelling unit shall be bested and verified as h "ng an air f rate no exceeding three air changes per hour.Testing shag be conducted in accordance with ASTM E 779 or ASTM E 182 ata pressure of4.2 iricth w g (so Pascals). Testing shall be performed at any time after creation of all penetrations of the buil Dermal envelope, Duringtesft 1.Exterior winnows and doors,fireplace and stave doors shag be dosed,but:not sealed,beyond the intended weather-stripping or other Infiltration control measures. 2.Dampers shall be dosed,but nofseated,including exhaust,intake,makeup air,backdraft and itue dampers,but not sealed beyond intended control measures. 3.interiondoom,if installed atthe time of the test shall be open, 4.Oderioropenings for continuous verro'lation systems and heat recovery ventilators shall be closed and sealed, S.Heating and 000lW system(s)shall be turned off, 6.Heating and cooling systems,if installed atthe timeof the test shall be fully open. 1 certify that the above building leakage rates are accurate at the time of testing and determined using, standard RESNET blower door testing protocol and ASHRAE/ASTM E779." Company Name:independent Residential Energy Assessment Professionals,LLC Company Address:226 Smithtown Blvd,Unit 111 Nesconset,NY 11767-2427 L> ': A P R `2 2 2021 Technician:PeterAltenreither BPI ID#: 5011324 :r� RESNET ID#(RFIN):XSAGNQ -r° Technician Signature: - ' j�L% '� Date: /���Z 1 of 4 10/23/20.9:22 AA Certificates-350 Grove Dr,Southold 119710001.pdf file:///Users/L,auraCHelf/Downloads/Certificates=350 Grove Dr,S Peter Altenreither BPI Energy Assessments 226 Smithtown Blvd,Unit 111 independent DOE dome Energy Scoring Nesconset,NY 11767-2427 Residential Manual J/D/S Energy ,Birt Assessment HERS Ratings Tei: 631.384.8498 Prof-s Ionals Blower Door Testing Fax:631.979.0824 _ Duct Blaster TestingiREAP - Email:Peter.iREAP@gmail.com ANSI Level i Thermography -sa�aaaaaaasaaaaaaaaaaaaaaaaaasaaaaaasataaaaaasa�a��aaaaaaaataaaaa�aaaaaaaaaata■ ' Duct leakage Certificate Permit#: Address:_ 350 Grove Dr City: Southold State:NY Zip: 11971 System 1: Location: Conditioned attic Conditioned Floor Area(ft2): Duct tightness testing'is not required for this system as the air handier(s)and all ducts are located within the conditioned-space Check Test Method:• ,Post constructiorE�test/Tatal Leakage Rough--in test/Total leakage 2017 ECCC Maximum duct leakage: Total duct leakage:(floor area x:04)=CFM @ 25 Pa Test Result: -CFM @ 25 Pa System 2: Location: Conditioned basement Conditioned Floor Area(ft2): Duct tightness testing is not required for this system as the air handler(s)and all ducts are located the conditioned space Check Test Method: Post-construction test/Total Leakage C3 Rough-in testi Total leakage 2017 ECCC Maximum duct leakage: Total duct leakage:(floor area x.04)=CFM @ 25 Pa Test Result: CFM @ 25 Pa House PASS FAIL s Company Name:independent Residential Energy Assessment Professionals;LLC Company Address:226 Smithtown Blvd,Unit 111 Nesconset,NY 11767-2427 I certify that the above duct leakage rates are accurate at time of testing and determined using standard RESNET duct testing protocol. Technician:Peter Altenrelther BPI#:5011324 RESNET ID#(RFIN):XSAGNQ Technician Signature: Date: /� Z- O-v P—o 2 of 4 10/23/20,9:22 AP Certificates-350 Grove Dr,Southold 119710001.pdf, file:///Users/L.aumCHelf/Downloads/Certificates-350 Grove Dr,S... Peter Attimreither , BPI Entergy Assessments 226 Sm(tlitnsvurn Blvd,ilnit 111' independent DOE Home Energy Scoring Neseonset;W 11767-2427 Residential Manual!/D/S� Energy t Assessment HERS Ratings Tel:631.384.84.98 Protessiona� Slower Door Testing Fax:632.979.0824 P Duct Blaster Testing . Ernail:Peter.iREAP@gmait.sorn EA I ANSI Level I Thermography Mecha'nical-Ventilaflon Permit##. Address: 3S0 Grove Lir City: Southold State:NY Zip: 11971 Table R403.6.2(1) Continuous whole-house mechanical ventilation system airflow rate requirements(cfmlhr): i 1 000-15541 9sol-20 c 2061-2500 2501-3000 53 ~' 3001-35M 58 65 k 3-41011-40W 63 70 8 4003-45110 68 75 83 4501-5000 73 80 88 95 531.-5500 78 85 931 10108 -F000 83 go gal 1051 1.13 aG CondWoned Roof Area(ft2}: '3463 Number of bedrooms: 3 Minimum re*iced ventilation per hour(cFrn/hr): 75 Measured ventilation(chn): 109* '*tornbineci ine;iueinent of ntast5x bathroom and 2-6 floor hall bath fans,each to be set as noted below Fan*w to be set at((required ventilation/measureW60 min or 24 hrs): 33 min/hr or 13.2 hrs/day Company Name:independent Residential Energy Assessment Professionals,LLC Company Address:226 Smithtown Blvd,Unit 111 Nesconset,NY 11767-2427 Technician:Peter Attenreither BPI ID#. 5011324 RESNET ID#(RFIN):XSAGNQ Technician Signature: X2 20 2-c� 3 of 4 10/23/20,9:22 AM Certificates-350 Grove Dr,Southold 119710001.pdf file:///Users/LauraCHelf/Downloads/Certificates-350 Grove Dr, LIPA ��Mfff 9 Lon Wand Power Auffiorft, 2010 Combustion Safety Testing Form LIPA NY ENERGY STAR'Labeled Homes Certified Nome Address: 350 Grove Dr City: Southold Multi-Unit Bldg ID Multi-Unit Unit ID Builder Name: John Helf Builder Tracking# Combustion Appliance Zone(CAZ)# of 1 Location of this CAZ: Cond. Bsmt (Use addit%nal forms>fmore than one CAZ or if home has multiple heating syst¢nu or•water he Date ofTest: 10/22/2020 Outdoors Temp During Test: 64 of CAZDenressurkation NOTE:Net Change=Test Pressure–Base Pressure) Base Pressure: -1.7 pa. CAZ Ambient CO: 0 PPM Test Pressure: ' -11.2 pa. Appliances/Fireplace Simulated for Test? Yes; No ✓ Net Change: '-9.5 ga. If Fes,T•otai CFM Simulated ftwz in in notes) NOTES: Heat is hydroair and radiant heat system combined. Beller also serves domestic hot water(instantaneous) Yes d No_ _ mw: Furnace Boiler ✓ Heat Pump Other rm�tm �%' •�'��� '`�s:j=- "�iE.��'ys.��.r :'. '' ,��j���.:r`t"`._cai;r �, ','';e�,<i'.�n=i M•#� r' .: 'V^�' t � �—T "0.• '" ,"—.r.—�,�.•i.",L',r�yYSLeY�: �..•�^'Q;;y; v<•.�•.... .;;•,t 9 .•"N P✓0, E_ N V M, S ✓ ria. Pass- Fail_ Pass Fail_ PPM PPM P Yes *0' TILO. ShaidardTank ladirmt Tanldess Size: Style Common Vent[] ' No lntts ✓Gmetcia!{See3l�areShetow) tC� s) Sl Stand Alone ❑ .i .". .�,• e.".iyt t'.,," .,%-..� "� j��J�'Q�j]jy i �q W40" Kx{ \ l '- t`. s +t S'y rc -''., : rY. .. .t'?pz•E.r , A`,� k st^. •.+.rx�e^`y, ` ' .��' .". G F TkS -I C• ',; •..TCirete._ ctrl;>, `- A ��:�z,'=v: .•y" . d'1'.i EF: 95 N_P O E N—M_S J Pa Pass Fail Pass Fail PPM PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ✓ No_ Oven Co as PPM Ambient CO(During Oven Co,Testing) �c, • PPM 'Heating System 40wency: Enter AFM for furnace'or boiler,HSPF for heat pump;COP if heat pump is geothermal a Fuel Type: N =Natural Gas P='Propane O=Oil , E=Electric 3 venting Types N =Natuml/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mect.anically Assisted S =Sealed(Taro Pipe) NO If the venting Type selected is 1V,[,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or spillage tests are required for that appliance. A CO lest IS REQUIRED for all appiiaaces regardless of Venting Type,if the od aust vent is accessible. 4 Water HeaterStyk, Commonly Vented with Keating.System or Stand Alone d Vented or haft s Winter HeaterE,,iiency: if Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source: NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons ar less,entor a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled PF ofAS Rater Name: Peter Aitenreither Rater Number. XSAGIVQ Rater Signature. Date. /y-Z lh brm 90106 O1 CST Form 2010 FOR 2010 USE ONLY Corresponds to BHI -2010 4of4 10/23/20,9:22 A11 1 1 • ' • • • 1 EMU FOUNDATION (IST) 001, MCI 'FOUNDATION (2ND) 119M IM0,17PINXim O PLUMBING a. . INSULATION PER 8TATE ENERGY CODE ji - -- s■� ADDITIONAL • _ 1J1�1 MWA JNIZ I= �r n TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL oard of Health SOUTHOLD, NY 11971 / sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502L�qD lu�,ey South oldtownny.gov PERMIT NO. Check Septic Form - C, N.Y.S.D.E.C.- stees C.O.Application Flood Permit Examined ,20 �� � Single&Separate +/Truss Identification Form J U L 2 0 2018 t-1---1S*1t'orm-Water Assessment Form Contact: 9 Approved —220 BUMDIN6 DWr. Mail to;V/ 04--1/ Disapproved a/c `QLD � e J-,��-f,Apno"41,r�A� :i Phone:' "�'-- Expiration 20 f BuNdin pector APPLICATION FOR BUILDING PERMIT Date 6.a , 20 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 shal I 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. ( igna of applicant or name, if a corporation) (Mailing address of applicant) State whether aplicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1®1r5V (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. gEw Plumbers License No. Electricians Li erisa-No. ' Other Trade's,Licerise,No.��� , I�l Location`of land ori which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section O Block —Lot—V Subdivision Filed Map No. Lot 2 State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy J .� b. Intended use and occupancy ��' '�' Nature of work(check which applicable):New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ai___�,--�F s:(-To. be paid on filing this application) 5. If dwelling, number of dwelling units umber of dwelling units" each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front `' Rear Depth Height ..Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories V Dimensions of entire new construction: Front_ Rear 3G , Depth 59. V Height 732' Number of Stories' .-2- 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated , 1�. Does proposed construction violate any zoning law, ordinance or regulation? YES NO �. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO Q9- Name Names of Owner of premises./ro,� /1.�/Z�*- ' :tF AddresOft) ' rn� ��efr0 Phone No. ����` �4 of Architect Address'Po.66,,4g2 �• «Bra&'hone No 1-7, 1-7 �_S2, Name of Contractor O'ti' - Address Phone No. 9 1�15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V" 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 * 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. 0-IF Are there any covenants and restrictions with respect to this property? * YES NO YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF� J()h-n {� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contract r,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 thatTRAOEM-'40WER performed in the manner set forth in the application filed therewith. NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY Sworn to before me this COMMISSION EXPIRES JUNE 30,29912- day 0,29912- day of _ � 20 Q Notary Public 6 Signature of plicant 7l Scott A. Russell SU S ST(0))E�.I�WWAXIEIK SUPERVISOR AMLANAGIEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 'kj�o Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET WL 23 2018 ( TO BE COMPLETED BY THE APPLICANT ) DOIES =8 PROJECT INVOLVE ANY OF, THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No . ❑ 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 xwithin any parcel or any contiguous area. ❑dC. Site preparation on slopes which exceed 10 feet vertical rise to ; t 100 feet of horizontal distance. ❑Ef/b. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[]�E.. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square f f eet 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.M. #: 1000 Date: District ? NAME: �OTN�+ 4r `L`- 0+ �I !N m Section Block Lot msM`° i `FOR BUILDING DEPARTMENT USE ONLY Contact In tion: (f/ r �✓ '� ` �`'� trdcplwnc Numten Reviewed gy: JA 011pim - - - - - - - - - - - - - - - - - - Date- Property 00.0 Property Address /Location of Construction Work: — — — — — — —❑ — — — — — — — — — — ro Approved for processing Building Permit. ���-4Fa)157 VIF— JtY�' Stormwater Management Control Plan Not Required. �r✓y 6)L'A—VM Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 APPLICANT: &C.T.M.#: 1000 oak CHAPTER 236 (Pro er Ow er,Design Professional,Agent,Contractor,Merl • • — b.,—r— P P_� Zt Stormwater Management Control Plan CHECK LIST NAME: �0� section Block Lot z S M C; -Plan Requirements: Provide ONE copy of the Building Permit Application. vl =Pf1 �c The applicant must provide a Complete Explanation and/or Reason for not provoing Date: 1[10Ic'� dol �' all Information that has been Required by the following Checklist! rI- A T=lephone Num6ccPlan drawn to scale Not Less that 60' to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justif ication Here! ll of rile following items: If you need additional room for explanations, Please Provide additional Paper. a, Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. EROSION &SEDIMENT CONTROLS of the Site Boundary as required by §236-17(C)(2). Shall include but not be limited to, d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. A wpil maintained Construction-544trar&e, e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum z latervals) g, Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures, 1. Location of proposed Swimming Pool and discharge ring. 00 Viv oSL-A? �+5'.1 '3 j, Location of proposed Soil Stockpile Area(s). k, Location of proposed Construction Entrance/Staging Area(s). (Cj%Z o W 1. Location of proposed concrete washout area(s). 6n rrl M. Location of all proposed eros(on&sediment control measures. Vl441JUT 0^j war 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater Improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch DRAINAGE rainfall/storm event. Contact TOS Fngir)eipripg a%;165 1560 before 3. Details&Sectional Drawings for Stormwater practices are required for approval, Elilckfill, OR l2rovide , Items requiring details shall include but not be limited to: A that the drainage has been instalied to eude. a, Erosion & Sediment Controls. 0.8 b. Construction Entrance & Site Access. c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc.) FOR ENGINEERING PARTNIE T USE ONLY Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: zd — — — — — — — — — — — — — — — — — — — — — — — — — q IStormwater Management Control Plan is Complete. Date: `-?� -I T I � SMCP has been approved by the Engineering Department. I FORM * SWCP Check List -TOS MAY 2014 00 ENT- Electrical�11LDING DEPARTMENT Inspector g1yF OL TOWN OF SOUTHOLD 1 2 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ©ya p� AW hone (631) 765-1802 - FAX (631) 765-9502 ,r�a; a` ' roger.riche rt(cr�town.south old.ny.us fro APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date:- -- - - ---- -- -- -- --- ---- -- - - - - "7 a -- - - -- - Company Name: Name: c��.- License No.: email: (.,_) r--Ct rt V b.' . Address: - �J�c ( � ( .J G '2 Phone No.: ap 3 /— 2-3 11 JOB SITE INFORMATION: (All Information Required) Name: Address: Ta r Cross Street: Phone No.: Bldg.Permit email: Tax Map District: 1000 Section: eZ3� Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) t ( 6� N z� �—U`v I c-1— Circle All That Apply: Is job ready for inspection?: YES _ Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size � 19 3 Ph Size:76"1.) A # Meters I— Old Meter# New Service- Fire Reconnect- Flood t- Service Reconnected - nderground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION `�XD Request for Inspection FormAs o�AsUFF�'��o Town Hall Annex �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 C* = Southold, NY 11971-0959 • -BUILD]�LG DEPARTMENT --__ NOTICE OF UTILIZATION OF TRUSS--TYPEYCION STRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION,AND/OWTIMBER CONSTRUCTION Date: I)II 1 Owner: Location-of Property: Please take notice that t416,60'k applicable-:line): New commerci4al resider+tial tructdre' '.Addition told 6.1*6941' omm'or al or residential structure Rehabilitgtipii�`fo.an existing.-commercial or residential..structure',- - ,�.. ..�•<r`.. to be.,.construct.�d`-tir performed at the subject property reference above will,,ujilize (check applicable.-AnO: W Trusi�typet-'SQn$truction (TT) Pre-en9inedfed`-W0'q `-Icongtruction (PW). Timber constr`uatio ;(TC),t in the following location(s) (check$'applicable line): 17` Floor framing, including girders and beams (F) Roof framing (R) Floor and roofframing R) Signature: Name (person submitting this form): G kj7-te54 l(A&i Capacity(check applicable.line): Owner Owner representative ��'tz-� H=YTj-- TrussRegl5.docx Effective 1/1/2015 4^.: �' 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 t The construction type STROKE designation shall be , .. 991 11 1111959 19111,11 gVIlor 1c� to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ 'AF57 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ccl; � ROOF FRAMING "FR" FLOOR AND ROOF FRArviING STANDARDS AND CODES CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 (631 )727-7993 ODTH❑MAS63 @AOL.COM JULY 26, 201 8 Building and Zoning Division Town of Southold Re: Helf Residence 350 Grove Drive, Southold Dear Sir/Madam: This letter shall serve to certify that I was retained to design the new Residence at the above referenced location. Prior to building the new residence the existing Residence will be removed. The existing residence contains oil heat and the existing 275 gallon fuel tank will be pumped dry and removed by a certified tank removal company. Thank you for your attention to this matter. Please contact me with any questions you have. Very tr y yours PA CHARLES M. THOMAS, R.A., -G- , a 6Y _ t-r PROPOSED SEPTIC SYSTEM DETAIL SURVEY OF HOUSE (NOT TO SCALE) ELEV JLM FINISHED OWE FINISH GRADE LOTS 12 Q�LX. 13 & P/O 114 ELEV.,s 5'EI-EV 14 5' TOP EL 135' 1'MIMIN 4"DIA TOP EL 12 �1'MIN MAP OF / 1 SEaTIC _ LEACHING LEACHING T 9" 3'CLEAN R E YD 0 N SHORES INV EL APPROVED PIPE TANK m nP PRGiDI/a"/1' oL o� o SAN 127• min PITCH 1/4-/,• INV EL 125' INV EL INV EL „B• BLOCK H I xy4` aLec��C 120 I•—•e' I--arm-! u FILE No. 631 FILED JULY 1, 1931 \ �(1 (� TOS �9rF'P HIGHEST IXPECTED OR°UND WATER SITUATE n�V•ho QO 6 13.1 � , BGT EL B3• ELEV 35• BAYVIEW ✓ 11� o SEPTIC TANK (1) \moi \�E •C} ` 6'.A LEACHING GALLEYS (3) i v 1 MINIMUM SEPTIC TANK CAPACITIES FOR A l To 4 BEDROOM HOUSE IS 1.000 GALLONS 1 MINIMUM LEMMING SYSTEM FOR 1 TO 4 DmR00M HOUSE IS}p°sq n SIDEWALL AREA. TOWN O F S 0 U T H 0 L D 14 6 • G� \ \/y \ x V\ 2.CONCRETE HAL HAVE A N H MUM COMPRESSIVE STRENGTH OF 3.000 Ps,AT 2B DAYS 3 GALLEYS. L DEEP,E TO 4 75') 2 LEACHING GALLEYS cve ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) SUFFOLK COUNTY NEW YORK Oyu q� \ OO'' p,��" 3 WP11 THICKNESS SHALL 6E A MINIMUM°F 3",ATOP THICKNESS OF 6"ANO A BOTTOM THICKNf35 OF 4" LEACHING STRUCTURES.SCUD DOMES AND/OR SUBS 1 �� f VNO �4•p w ALL WALLS.BOTTOM AND TOP SHALL CONTNN REINFORCING T°RESIST AN APPLIED FORCE°F 300 ps/ 3 ALL COVERS SHALL RE OF PRECAST REINFORCED CONCRETE(OR EQUAL) ` S5 EO \'�� , T H014.6 \ y,� 4 ALL JOINTS SHALL BE STALED SO THAT THE TANK IS WATERTIGHT 4.A 10'min DISTANCE BETWEEN LEACHING GALLEYS AND WATER UNE SHALL BE MAINTAINED S.C. TAX No. 1000-80-04-21 DNERH� , • �� e9 to \\ .!\ a{/' �O 5 THE SEPTIC TANK SMALL BE WSTAILED AL I DIN ALL CC71ONS 1H A MAX.TOLERANCE OF f1/4') 5 AN 8'mm DISTANCE BETWEEN ALL TEACHING GALLEYS ANO SEPTIC TANK SHALL BE MNNTAINEO ON A MINIMUM 3'THICK BED OF CONPACIE° 'L C LAN_' 44 \ \y 9 6 A 10'mm DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED SCALE 1"-40 Asa �'• N, y1 ,x F}� ��� FEBRUARY 22, 201 a _ �� \ �• w e •�•.so �o TEST HOLE DATA TOTAL LOT AREA = 20,913 sq. ff. CS\ �„ P cv• e 1. �c^s�/y E'+p y (TEST HOLE DUG BY NATHAN CORWIN L S. ON FEBRUARY 22, 2018) 0.480 4C. •J 75.4 23�� , �Q'0- cj �\ -&r ON�P " - A!/ a?• 145' p• NOTES• Ya�4_ kiL %)c IN" GO�6,`97C the DARK BROWN LOAM oL >6•�,\ �, 'sap - ` \y0 / y�P c•G'��ro� e i115ta`1eC{Ofn� ,,,gjtieS - °5' 1 EEEXISTNGARE E EVATIONSREFERENCED ARE SH WN THUS1988�DATUM / q St b I'�1� EXISTING CONTOUR LINES ARE SHOWN THUS: - '` • `�' � ` out mu to iine to <, BROWN SILTY SAND SM , FFL - FIRST FLOOR \° \ f Glean nk inlet`vas 5eparation 4 3' GFL- GARAGE FLOOR •'n' ._ ^���F / e tic to nir(1um , a 2. MINIMUM SEPTIC TANK CAPACITIES FOR 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS 4 . i r` '�.Se 20"J,T \ / S r 5{t mi ; ' "• 1 TANK; 8' LONG, 4'-3" WIDE. 6'-7" DEEP uCi J �r..{..aS•p ,ire a •• 3. MINIMUM LEACHING SYSTEM FOR 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. S 4' DEEP Z GyOO O �O j \\ ss�• 4 _ D y/ ,CD . the 5eptic SYsterr'• a 3 LL/T1N PROPOSED SOY. UTURE(E%EXPANSION•GALLEY 2 BROWN FINE T°MEDIUM SAND SP DG) \5� �w //• i \ y / EL 35' • 11' H��ST EXPE- R410 340722 3601 s s332e.1 ®PROPOSED 2.75' X 8 5' X 4' DEEP LEACHING GALLEY EL Y0• ° 125• ®PROPOSED 1,000 GALLON SEPTIC TANK • \ x Tf.a .0 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD x,4,6:- /' O ' OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. - • ) \ i /1 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND EXISTING BUILDING COVERAGE REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. x12.2\ __ :S• ,c. FN�� - 1 / \ I �,a I Fy•19 !- DESCRIPTION AREA % LOT COVERAGE y a q \ I ° S. J2 DRAINAGE SYSTEM CALCULATIONS' z m Ly'' o HOUSE 950 sq. ft. 4.5Y �.'�_ �Y yc ROOF AREA: 2,126 sq. ft. a �l c ,• 20g GARAGE 97o ft46% 2,126 sq. ft. X 0.17 = 361 cu. ft. ,.� Y, - 5\O GX 10.9 I oo CP sq. . . O 361 cu. ft. / 42.2 = 8,6 vertical ft. of 8' dia. leaching pool required �to% P o • 5 / /�C x TOTAL 1,920 sq ft. 91% PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS `A�� 1 P // / \ ` I `mac V^o ��S aY� PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: [ y� mac• ' / / F 9,g �� Q Q oo PROPOSED BUILDING COVERAGE r .•y / //x 11.sj�yo \O\Q�4 �Y/�O DESCRIPTION AREA X LOT COVERAGE 2 x �t.7 v' • '� -�"� / t-0 - \\ ` O 3 �S Ot., �O HOUSE 2.115 sq. ft. 10.1% ~. • 1.1 .tjo0o \ ��\ ,2 �Q'S v '��N~��� GARAGE 970 sq. ft 4.6Y. ����� oy A 0 T� 2 'roU \ _ !J•• Q TOTAL 3,085 sq. ft. 14.7% SERyICES I Z alt z 9�'� STO 1,.4c, PART OF �RALTFI 1 c9;y oY` EROSION &SEDIMENT CONTROLS SPAR e1 A 'P I ,0 / F'FOLK COUNTY D OF CON RUCT'ON FOR I voJ 9CF FfNO ��Z Shall Include but not be limited to: PREPARED IN ACCORDANCE WITH THE MINIMUM `a `e 04' f STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ROYAL• `S� M1 / U f N 2 DY THE LIA AND ADOPTED T FOR APP , ONLY I Q4p q. ONC Afo A well maintained Construction Entrance, FOR SU ME TATE LAND j' SINGLE•FAMILY RESIDENCE N ti Y� s,� Wire Backed Silt Fencing,stabilization &11 TITLE ��� `A C x 111 / /� Seeding of exposed and/or inactive sodCb s. '1AFT O `� ,�,�; 19 2018. rho• [ ,�� / � '� � ,� Tis >t[,S,REF• /, m o= DRAINAGE INSPECTIONS ARE RE UIRED z Z Q --- / Qj -fo� Con 705 Engineering at 765-1560 before PPR � ggpROOMs O� off' X40, Backfill, OR Provide Engineer's Certification i FOR MAXIMUM OM DQE'OF APPROVAL j N `�4 y that the drains �� Y . Lic. No soas7 YRARS FR drainage has been installed to ode.UNAUTHORIZED ALTERATION OR ADDITION EXPiRE3 THRER \° !L. 940 \�O ,� Q', •ter Z 4 TO THIS SURVEY IS A VIOLATION OF �����• Or�'n '�I SECTION 7209 OF THE NEW YORK STATE •�„ /moo (v ,�O V,',�,--, EDUCATION LAW �ygCl) 0.�. 3 Q C)..4,N COPIES OF CHIS SURVEY MAP NOT BEARING «{� 1D.L Ao=o THE LAND SEAL SHALL INKED SEAL OR SI Land Surveyor vyJl e,n 7o h EMBOSSED SEAL SHALL NOT 8E CONSIDERED gg(St bhlit / `` �T�w a�' APPROVAL OF STORMWATER MANAGEMENT BE A VALID TRUE COPY ert of e�;stir sa��itarY ¢d e�>t _� nt>;e���lY�i11 0 O COffrROL PLAN -To Co er 236 CERTIFICATIONS INDICATED HEREON SHALL RUN Ab �O �� a� 'C= `�l J ONLY TO THE PERSON FOR WHOM THE TO SURVEY withM_ ,� Q as�l sof• o= 4 _ �/ IS PREPARED.AND ON HIS BEHALF TO THE Successor To Stanley J. Isaksen, Jr. L.S. r,DD ._tom:— 2 Date• 7 � _�a TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Inyegn0 LS �pnlfc3''Raa o LENDING INSTITUTION LISTED HEREON, AND `v A '�Z�� TO THE ASSIGNEES OF THE ENDING INSIt- Tile Surveys - Subdivisions - Site Plans - Construction Layout r SQ �-tl 4000= V Approved by: TUT10N. CERTIFICATIONS ARE NOT TRANSFERABLE completed 1 = THE EXISTENCE RIGHT OF WAYS PHONE (631)727-2090 Fax (631)727-1727 ANO/OR EASEMENTS OF RECORD, IF O OFFICES LOCATED AT MAILING ADDRESS q, I v ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 r Jpmesport, New York 11947 Jomesport, New York 11947 1 1 PROPOSED SEPTIC SYSTEM DETAIL SURVEY OF HOELWUSE (NOT TO SCALE) ' ! FINISHED GRADE - \r1GOPSpfL pP OCA° ^ 1G.9 i ELEV 14 5' ELEVH 74 5�0'E LOTS 12 8c 13 8c P/0 14 li MAP OF TOP EL 135' 1'MIN TOP EL 12 �-1'NIN INV SCPTIC, MIN 4'DIA. LEACHING LEACHING T a 3'CLEAN R E YD ON SHORES APPROVED PIPE TANK APPROVED PIP GALLEY GALLEY SAND mn PITCH 1/4'/1' min PITCH 1/8'/1' 0 0 10 COLLAR BLOCK H 127' INV EL 725' EL 119' 8. zo' e ��8, �_8. ,� z� FILE No. 631 FILED JULY 1, 1931 — �0 �V�O oA�\ p0�/ O°��° 1 .f� Qle� T HIGHEST EXPECTED GROUND WATER SITUATE V- BOT EL B 3' ELF/ 3 5' SEPTIC TANK 1 1 BAYVIEW \RE s 1 ON �� LEACHING GALLEYS (3) TOWN OF SOUTHOLD 1 MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS 1 TANK,8'LONG,V-3'WIDE,6'-7 DEEP 1 3I GALUM 4'DEEP.(TEM FOR51)TO 6 BEDROOM HOUSE IS 300 sR ft SIOEWALL AREA O �.p-�' 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pni AT 28 DAYS CAS 2 LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRET REINFORCED CONCRETE(OR EQUAL) SUFFOLK C0UNTY NEW YORK O '� ♦F 0..,, 3 WALL THICKNESS SHALL BE A MINIMUM OF 3'- A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4• LEACHING STRUCTURES,SOLID DOMES AND/OR SLABS Wit's 7 's pOVf E � �Ey V` \ 'A Y� ALL WALLS.BOTTOM AND TOP SHALL CONTAIN REINFORCING T°RESIST AN APPLIED FORCE OF 300 psf 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL) ONEaHfAO rip\\L .TNDL]�1n `�' r ,\D 4 ALL JOINTS SHALL BE SEALED SO THAT TIfE TANK IS WATERTIGHT 4 A 10'mm DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINEDS.C. TAX NO. 1 CCC-80-04-21 LLED 5 THE SEPTIC TANK SHALL BE INSTAAT LEVEL IN ALL DIRECTIONS(WITH A MAX TOLERANCE OF il/47 5 AN 8'min DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL �/ C+ • LIS ��? � \ l" S tw 6 A 10'm1n DISTANCE BETWEEN SEPTIC TANK AND House SHALL BE MAINTAINED SCALE 1"=40' qz FEBRUARY 22, 201 • �A %X GSF o� c1� O TEST HOLE DATA TOTAL LOT AREA = 20,913 sq. ft. •J 75.a, 23$� �U� �QOf \ `P.oLFI�ONo�1`.`1 ' (TEST HOLE DUG BY NATHAN CORWIN LS. ON FEBRUARY 22, 2078) 0.480 OC. CD QO r1, k 1 } !i a'� EL 1 a s' o• NOTES �..O� -g.\ DQ _Q"'���. Lt y:�` //� GO C 9G'GYM' On t"e DARK e9owN LOAM CL�f0� stalled 5 RK 1. ELEVATIONS ARE REFERENCED TO NA.V.D. 1988 DATUM �O^• gAt1 �. \h / P �' , -Ust be 1n e All ut111t1e EXISTING ELEVATIONS ARE SHOWN THUS: xx.x / OUt n1 to lin to BROWN SILTY SAND SM EXISTING CONTOUR LINES ARE SHOWN THUS:—————XX————— ry OR �le tic tan Inlet wa um 5eparation l 3, FFL - FIRST T)LO h GFL- GARAGE FLOOR �!� S / 5ep minim 1 °a 2. MINIMUM SEPTIC TANK CAPACITIES FOR 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 'c� req' a 5ft J 3. MINIMUM 1 TANK; BLEACHING SYSTEM WIDE. 6'-7" 61 TO 4EEP BEDROOM HOUSE IS 300 s ft SIDEWALL AREA. y{9�Oji X Y// 5 ^' the 5eptic`ystem - f•� ' BROWN FINE TO MEDIUM SANG SP 3 LI'Tn PROPOSED EACHING Y 50Y. FUTUREEXPANEEP SIONE%ANS ON4 75'x ,GALLEY q 07 yE7\\OPN9ONE O' A 'y\�O� `y/� \ \� �G� - EL 35• 4 • 11' HT73T OUND WATER WELLEST XNo�USGSR410234072243601 S s332a.1 ®PROPOSED 2.75' X 8.5' % 4' DEEP LEACHING GALLEY G' p. EL 20 a 125. PROPOSED 1,000 GALLON SEPTIC TANK ° x 14.6_\\' f2.7 I X 11.R 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD r ° ,` / "f�, '.� _ OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS - • 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND G \ I Pte/ / EXISTING BUILDING COVERAGE REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. `S.G ro Nam ' // \ X \ I �a I ys� !� DESCRIPTION AREA X LOT COVERAGE 9.73 ,� DRAINAGE SYSTEM CALCULATIONS cc)t-1 Gny / \ o O HOUSE 950 sq. ft. 45Y. t" O c / . /� [' O __ W U ROOF AREA- 2,126 sq. ft. s°E'c\L )( a / 1 I f0.9 I o° �• GARAGE 970 sq ft 46X 2,126 sq. ft. X 0.17 = 361 cu. ft. .p A Pr 8p, � X =o o 47 O 361 cu. ft. / 42.2 = 8,6 vertical ft. of 8' dia. leaching pool required �� U X \ II I ,off°= _= S�j� )4 TOTAL 1,920 sq ff. 9 1% PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS �J (NC7 �-� QPROPOSED BUILDING COVERAGE / T.s2�4 PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: tt`J7 O\�Q�� 4J ��"�G DESCRIPTION AREA X LOT COVERAGE r •N +, �' T20 \\ o\ O '~' �� O� 6') HOUSE 2,115 sq ft. 10.1% 302\ 4 O (',O� v ��N~~�� GARAGE 970 sq ft 46% I �F "'P 2 aJ• \ d Q lqW1q 0 y TOTAL 3,085 sq ft. 147% ISI OF `i'1>rAfoli 5V�.�l1G�� °� Y®RPr�I?Iti1 1 9P/ 41 a o� �F®laid�'.®llA1T FOR I 'oa. 9cF 70 . U a. O�PRj•OF CONS I RUCTION I � D°ENCe o ,a PREPARED IN ACCORDANCE WITH THE MINIMUM .per STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ��Ridai`�F®R AP12RI 'tv �e�'Qs� /� °NC°4e Q`� "JIT� FeG �at{Sr I Q� M0 O BY THE L I A AND ADOPTED SI41Gv X FAnFI�� IV L.i ,�2� / N FOR 5 E RY6 gt�IN_YO STATE LAND IO E. 1;, J TITLE OCM'f�Nl P JeT_�/ya�i_ �Qo x1e 4 'JE ® T � X � � Alm / / oy PpRO 1� / BEDROOMS ' � rff `•� TT 4 FOR ILRAL I?=IIJIA AppRO1/A� �� ,N ��°� `�q��42° 1 t y 47 A ® EOF ���fR�S��.��� EAR .^ 2 %J q Q �. CT N Y Llc No 50467 Q � b' C7� �O w � O� UNAUTHORIZED ALTERATION OR ADDITION '•� \'�r7� ./r_1 ff \O r'J Q Y 4 TO THIS SURVEY IS A VIOLATION OF 2 h.. L y SECTION 7209 OF THE NEW YORK STATE f�7Uv Q EDUCATION LAW Nathan` ' Orwin iii a must��e 1a2u �} y Q�V•Z N COPIES OF THIS SURVEY MAP NOT BEARING 10.1 r�o° n THE LAND SURVEYOR'S INKED SEAL OR +ay'SYM �04�, EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor SG�iS��A J •Pe a4 n �iiDl TO BE A VALID TRUE COPY y A• t L aEIi1. L �„ p _ ,5 oo O/ CJ 2� - CERTIFICATIONS INDICATED HEREON SHALL RUN n:Tyy``S G A�f o rr,^, ONLY TO THE PERSON FOR WHOM THE SURVEY -j '� ,,. ,,OGS° o Ate,O IS PREPARED.AND ON HIS BEHALF TO THE Successor To Stanley J Isaksen, Jr. L S ,(t'- Q as�it; o,� �' 2 TITLE COMPANY. GOVERNMENTAL AGENCY AND Joseph A Ingegn° LS o ��._ e g-.•rTVo _ �'�[V O LENDING INSTITUTION LISTED HEREON, AND G0131� g' �1(d b meg° V TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION CERTIFICATIONS ARE NOT TRANSFERABLE cot ►r1e THE EXISTENCE OF RIGHT OF WAYS PHONE (631)727-2090 Fax (631)727-1727 4.1 AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS 4 ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P 0 Box 16 - Jamesport, New York 11947 Jamesport, New York 11947 I E Qp � o DRIVE SURVEY OF LOTS 12 & 13 & P/0 14 MAP OF REYDON SHORES BLOCK H °41 FILE No. 631 FILED JULY 1, 1931 SITUATE B TOWNOFI SOUTHOLD oaa �ay� 00-5. SUFFOLK COUNTY, NEW YORK SQA \� � F S.C. TAX No. 1000-80-04-21 \ �y SCALE 1"=40' FEBRUARY 22, 2018 �,,\ +5/ `•P��Lti �'O NOVEMBER 16, 2018 FOUNDATION LOCATION - 0 � 'L 00- -0003 s TOTAL LOT AREA = 20,913 sq. ft. V3 ':� &.. 0.480 ac. ut � Q9'p� ?r / Clv ok �E ,a Y 7. \ � V 0 t4'A a r dahb A 11 C,R �y OzWti 1 pqAO ��0 i��/ ��G+T�•P 3 ��4 � q t er o IV I., J °-4 PREPARED CORDANCE WITH THE MINI LIM STANDARDS I FOR TITLE SURVEYS AS ESTABLISHED IV-2 1 BY THE LIA�L�S�.AND-4PPROVED AND ADOPTED THE E6 LAND NjEr- 0. 44 q � _ C,�� w4�4 04 tJ, tY.�Li . No. 50467 d V °�O UNAUTHORIZED ALTERATION OR ADDITION °i " S\ i TO THIS SURVEY IS A VIOLATION OF M 61 2 N S,� 4 y SECTION 7209 OF THE NEW YORK STATE ° °� �, m°°^nON LAW. _ Nathan r"Win III v 4 �tiZN I THECOPES LANDFSURVEYOR'SURVEY NKED SEAL ONOT R Land Surveyor ° EMBOSSED SEAL SHALL Nor BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN "ONLY TO THE PERSON FOR WHOM THE SURVEY �' Y '�.44 IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. LS. ?° �'02 ,I TITLE COMPANY, GOVERNMENTAL AGENCY ANDJoseph A. Ingegno LS. 4,O LENDING ITION LISTED HEREON,AND i TO THE ASSIGNEES OF THE LENDING INSTI— Rile Surveys —Subdivisions — Site Plans — Construction Layout 8 i TUION.CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 p I THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS 4 ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF LOTS 12 & 13 & P/0 14 MAP OF REYDON SHORES j BLOCK H k� FILE No. 631 FILED JULY 1, 1931 SITUATE �I V� BAYVIEW �o TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-80-04-21 1"=30' FEBRUARY 22, 2018 O / NOVEMBER 16, 2018 FOUNDATION LOCATION O NOVEMBER 12, 2020 FINAL SURVEY O LOT AREA = 20,913 sq. ff. O 0.480 ac. 0 00 1.. SEPTIC SYSTEM TIE MEASUREMENTS � �\ OUERH� sP <! `y \os <1\ HOUSE HOUSE •e • o� yo \ti CORNER DA CORNER �1yc °G `� SEPTIC TANK • � o �o OUTLET COVER 26 19.5 • tP�� o� \ lhj GA;p 'gyp rG�� a LEACHING GALLEY , O COVER 1 37 28 � �NN`�' LEACHING GALLEY O� o e° P �' COVER 2 31' 33' (:J. o LEACHING GALLEY 0 COVER 3 41 42, Gym'� lJ •��� s. F O s 0 7?0• 0'P1 1A o- O 'Q • pe 11 O� o e n � 0 °� ° O 9• y Ve A G� • O°� O s - o < o n- OA01 a .�y dQ L d�G • %L O Y -Q w v C • e , • o• e w CJ N10100s 04- Q e 9p y o d 9 G gO01 G'F 101, yO`�P +Lai �/ 0 , OBJ hZ SUFFOLK COUNTY DEPARTMENT OF HEALTH SE VICES 9y�°o°oy �e�°°o ��s1JG° °0,yc° APPROVAL OF CONSTRUCTED WORKS FOR 00��°�-° MON A SINGLE;k-)?lLY RESIDENCE p Date C p N D The swage dwposal anti water laWdes at WS Rx: t 1 REScheck Software Version 4.6.4 Compliance Certificate Project HELF RESIDENCE Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,706 ft2 Glazing Area 24% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Southold, NY John Helf Charles Thomas Charles Thomas R.A. PO Box 877 Jamesport, NY 11947 631 7277993 cdthomas63@aol.com e MIMIS - a compliance- 4.8%Better Than Code Maximum UA 399 Your UA 380 Maximum SHGC 0.40 Your SHGC- 0.24 The%Better or Worse Than Cade 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 Gfoss Area Assembly or Clavity Cont. U-Factor UA Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1,940 21.0 0.0 0.044 85 Wall 1: Wood Frame, 16" o.c. 1,323 21.0 0.0 0.057 60 Window 1:Wood Frame-Double Pane with Low-E 252 0.310 78 SHGC: 0.29 Door 1: Solid 21 1 0.400 8 Wall 2:Wood Frame, 16" o.c. 766 15.0 0.0 0.077 40 Window 2:Wood Frame-Double Pane with Low-E 252 0.310 78 SHGC: 0.19 Ceiling 1. Flat Ceiling or Scissor Truss 1,178 49.0 0.0 0.026 31 Compliance Statement. The proposed building design described here is consistent with the Wilding plans,specifications,and other calculations submitted with the permit application.The proposed building ha a desig to meet the 2015 IECC requirements in R��Es+Scheck Version 4.6.4 and to comply with the mandatory requirements Ii ed ' the R eck I,s o-lie klist. Name-Title a ure �, '" ��U�t"s6 Project Title: HELF RESIDENCEeke: 07/19/18 Data filename: C:\Users\Fred\Documents\REScheck\Helf.rck ! Page 1 of 9 \ 9 z CREScheck Software Version 4.6.4 �(J Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and "; ` ;❑Complies 103.2 'documentation demonstrate ' I❑Does Not [PR111 :energy code compliance for the I j U) ;building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and 10Complies 103.2, documentation demonstrate I❑Does Not 403.7 energy code compliance for [ [PR331 ,lighting and mechanical systems. "�❑Nat Observable ; ,UR Systems serving multiple f I❑Not Applicable dwelling units must demonstrate fif compliance with the IEC C t ; Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 403.7 Isized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]1 on loads calculated per ACCA Manual J or other methods Cooling: Cooling: ❑Not Observable 3 approved by the code official. Btu/hr Btu/hr ❑Not Applicable 1 Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: HELF RESIDENCE Report date: 07/19/18 Data filename: C:\Users\Fred\Documents\REScheck\Helf.rck Page 2 of 9 1 1 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 . A protective covering is installed to ;❑Complies [FOla1]2 �protect exposed exterior insulation ❑Does Not uy I and extends a minimum of 6 in. below `grade. UNot Observable; ;❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies [F012]2 'Installed. ❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: HELF RESIDENCE Report date: 07/19/18 Data filename: C:\Users\Fred\Documents\REScheck\Helf.rck Page 3 of 9 t Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values [FR111 ;❑Not Observable :[:]Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ,' U- U- ;❑Complies 'See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, ; ;❑ 402.3.6, Not Observable ' 402.5 UNot Applicable [FR2]1 303.1.3 ;U-factors of fenestration products =, F a ❑Complies [FR4]1 :are determined in accordance °'PDoes Not IURI the NFRC test procedure or taken from the default table. ❑Not Observable _. 'FI❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ` ,-0 Complies [FR23]1 :installed per manufacturer's I . .❑Does Not instructions. f !❑Not Observable ,;❑Not Applicable 402.4.3 ;Fenestration that is not site built ',❑Complies [FR20]1 :is listed and labeled as meeting l❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ' CO) "❑Not Observable ; or has infiltration rates per NFRCz� 1400 that do not exceed code r `° `' a � -I❑Not Applicable limits. 402.4.5 , )IC-rated recessed lighting fixtures ❑Complies [FR16]2-- 'sealed at housing/interior finish ` ❑Does Not and labeled to indicate :52.0 cfm ;leakage at 75 Pa. ;`3❑Not Observable , j I J❑Not Applicable 403.2.1 Supply and return ducts in attics ( o' :',J❑Complies [FR12]1 :insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= s ❑Not Observable , R-6 where< 3 inches.Supply and return ducts in other portions of 111❑Not Applicable ; ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 W� .for< 3 inches in diameter. I 403.3.3.5 ;.Building cavities are not used as x °E❑Complies [FR15]3 -;ducts or plenums. _ ;r o ❑Does Not .� 4"',, �` E]Not Observable ' ❑Not Applicable ; 403.4"��,°; ;HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2`;_?3above 105 OF or chilled fluids ;❑Does Not below 55°F are insulated to >_R- ?� i3. ; ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ��'�❑Complies F rSg` [FR24]1 piping. ❑Does Not l�7 f J❑Not Observable „,y(❑Not Applicable 403.5:3'=:.�)Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2 >_R-3. :❑Does Not l�J y ;❑Not Observable ; a ; ; ❑Not Applicable , 403.6 °=� Automatic or gravity dampers are x; ` :` ''�J❑Complies [FR19]2:,;installed on all outdoor air A❑Does Not intakes and exhausts. ❑Not Observable j❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: HELF RESIDENCE Report date: 07/19/18 Data filename: C:\Users\Fred\Documents\REScheck\Helf.rck Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: HELF RESIDENCE Report date: 07/19/18 Data filename: C•\Users\Fred\Documents\REScheck\Helf.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303,1 "°' !All installed insulation is labeled t _ ❑Complies I [IN13or the installed R-values ;-,;❑Does Not ® provided. 1 ..' ; i❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;F] Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable , 303.2, ;Floor insulation installed per ❑Complies 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 ( ; extends from the bottom to the top of all perimeter floor framing } ' members. G 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/z of the ❑ Wood ❑ Wood F❑Does Not :table for values 402.2.6 ;wall insulation on the wall I❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation ; pjrequirement applies(FR10). ;E] Steel ❑ Steel ;❑Not Applicable , 303.2 Wall insulation is installed per .. .j❑Complies [IN4]1 manufacturer's instructions. ;❑Does Not ( 1❑Not Observable _;❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: HELF RESIDENCE Report date: 07/19/18 Data filename: C:\Users\Fred\Documents\REScheck\Helf.rck Page 6 of 9 Section Plans Verified .Field Verified # .: '" Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceding insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood T Does Not ;table for values 402.2.2, ❑ Steel E] Steel 402.2.6 ;❑Not Observable [FI1]1 ; ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions, I` :`: ❑Does Not [F12]1 Blown insulation marked every + • ; 300 ftp. j❑Not Observable � rig. .f °r J❑Not Applicable � ��. 402.2.3 Vented attics with air permeable _ = J❑Complies [F122]2 linsulation include baffle adjacent $❑Does Not bo a 'Jo soffit and eave vents that extends over insulation. - a ❑Not Observable ; { r ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [F13]1 ;insulation ?R-value of the ;❑Does Not ;adjacent assembly. ;❑Not Observable ; j❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ; [F[17]1 :ach in Climate Zones 1-2, and :❑Does Not i<=3 ach in Climate Zones 3-8. ;❑Not Observable ; ❑Not Applicable 402:4.2 ,aiiWnod-burning fireplaces have f ?❑Complies [FI8]2 Might fitting flue dampers and i❑Does Not outdoor air for combustion. ; ❑Not Observable k]EINot Applicable 403.2.3 ;Duct tightness test result of<=4 cfm/100 cfm/100 I❑Complies [FI4]1 ;cfm/100 ft2 across the system or 1 ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air { handler @ 25 Pa. For rough-in :❑Not Observable ;tests,verification may need to ; ;❑Not Applicable , ;occur during Framing Inspection. ; 403.3.2 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [FI27]1 :determine air leakage with ftp ; ft2 ;❑Does Not 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 ; j w.g. across the entire system , ;including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated flComplies [FI24]1 ;by manufacturer at<=2%of . _ Does Not design air flow. ❑Not Observable , " ]❑Not Applicable 403:1.1• "Programmable thermostats :`u '. s ❑Complies [Fig] 3 installed for control of primary I ' _. ❑Does Not ,heating and cooling systems and t ❑Not Observable ,)'initially set by manufacturer to code specifications. [ J❑Not Applicable ; 403:1:2 'Heat pump thermostat installed �;❑Complies [FI1,0] on heat pumps. ;°�T ;`sx � m ]❑Does Not 1❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: HELF RESIDENCE Report date: 07/19/18 Data filename: C:\Users\Fred\Documents\REScheck\Helf.rck Page 7 of 9 Section , Plans Verified :Field Verified Final-1nspaction.,Provisions _:r Complies?, ', "',Comments/Assumptio'ns &Req.ID -_ :Value' Value,- .- 40355.1_ :,;Circulating service hot water r i❑Complies [Flil]2 systems have automatic or [❑Does Not +accessible manual controls. - ;= r E]Not Observable ; "' :• �1"' W,� ❑Not Applicable 403`:6:'1, All mechanical ventilation system °� ' ` " „,: -9` ❑Complies [FI25]? `Mans not part of tested and listed �' �tz]E]Does Not i HVAC equipment meet efficacy land air flow limits. " " �`J❑Not Observable )❑Not Applicable 4032 , 1 Hot water boilers supplying heat v F� =.x�y " " IoW"aj❑Complies ; throughone-ortwo-pipe heating ,. ��fi I ❑Does Not I systems have outdoor setback control to lower boiler water ` . : ` []Not Observable . . (temperature based on outdoor ( :nti=% -�x]❑Not Applicable ; 3 temperature. 4'03.5.11 )Heated water circulation systems ���, ❑Complies [FIABJI'%' have a circulation pump.The ❑Does Not . system return pipe is a dedicated _ 3 -]Not Observable ; (return pipe or a cold water supply r' ❑Not Applicable +pipe. Gravity and thermos- ;I pp rsyphon circulation systems are :I not present.Controls for r;, •circulating hot water system 3 " pumps start the pump with signal ] for hot water demand within the Ioccupancy. Controls automatically turn off the pump w ; - when water is in circulation loop is at set-point temperature and no demand for hot water exists. ,. �,;.:• 403:5:1°2'. Electric heat trace systems ❑Complies 1F1291? comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable , adjust the energy input to the .rv` sheat tracing to maintain the ❑Not Applicable ; " " )desired water temperature in the ` ��w°�=.��-0�jµ�"�«.lpiping• 4,as."z�����;g y.,., .�.,• 403;5.2 " Mater distribution systems that ❑Complies (F130]2 )have recirculation pumps that i , �" o ❑Does Not pump water from a heated water supply pipe back to the heated " �. ❑Not Observable water source through a cold > _e��": ' .rbc; -_TINot Applicable water supply pipe have a demand recirculation waters w' ti 'system. Pumps have controls `° that manage operation of the pump and limit the temperature of the water entering the cold :q water piping to 1049F. �; 4Q ':5:446 I,Drain water heat recovery units -. {' n J w;„ t k. , n W °" ❑Complies [F1311�. Itested in accordance with CSA �a ,•,•' _=A« ; •, r'�. []Does Not B55.1. Potable water-side pressure loss of drain water heat ' V" ' ; x []Not Observable recovery units< 3 psi for l ❑Not Applicable ;.: • �individual units connected to one or two showers. Potable water- w " • -p :.,,)side pressure loss of drain water heat recovery units< 2 psi forr individual units connected to three or more showers. s' - 404.1 :75%of lamps in permanent ,;;." ❑Complies [FI611 fixtures or 75%of permanent ❑Does Not :fixtures have high efficacy lamps. xr ygru ❑Not Observable ' Does not apply to low-voltage ,, lighting. ��� ❑Not Applicable ; 11 High Impact(Tier 1) `2,1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: HELF RESIDENCE Report date: 07/19/18 Data filename: C:\Users\Fred\Documents\REScheck\Helf.rck Page 8 of 9 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 -.:Fuel gas lighting systems have '' -� ❑Complies [FI23]3 ino continuous pilot light. ` ' -❑Does Not I ` ❑Not Observable , ❑Not Applicable 401.3 Compliance certificate posted. IE:]Complies [FI7]2 f ❑Does Not ❑Not Observable 11:]Not Applicable 303.3 ;Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating 3 :. i❑Does Not :systems have been provided. 3, ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: HELF RESIDENCE Report date: 07/19/18 Data filename: C:\Users\Fred\Documents\REScheck\Helf.rck Page 9 of 9 2015 IECC Energy Efficiency i is to Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / hoof 49.00 Ductwork (unconditioned spaces): D.. Window 0.31 0.29 Door 0.40 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments ASPHALT ARCHITECTURAL SHINGLE ROOF "BLACK" 12 CEDAR PERFECTION SHINGLE SIDING12 "WHITE" DOORS AND WINDOWS "ANDERSEN' 400 SERIS ' "BLACK" e v .....,. EXTERIOR TRIM (FACIA. FROZE, WNDOW SURROUNDS AND DO NOT PROCEED WITH r VX2' AZEK 8 TENS \ RAKE BOARDS) AZEK "WHITE" FRAI,1.I.IO UNTIL SURVEY .... j ;` + oNZ(' ASE OF F=OUNDATION LOCATION �- ' � Kp, TYP) 12 12 HAS BEEN APPROVED. `` 4C� D4 �r`�° ` 6 ARCHITECT ALP D AS NOTED 7EII DATE: B.P #FEE: BY. REVISIONS D E S C R I P T 1 0 N BUILDING DEPART T/qT CEILING DRYWALL TAPED CEILING DRYWALL TAPED — — — 765-1802 8 AM TO 4 PM FOR THE TO WALL DRYWALL TO WALL DRYWALL _rT8'-0" PLATE HEIGHT \ FOLLOWING INSPECTIONS: DRYWALL CAULKED, GLUED 6'-8" T.O. WINDOWS I. FOUNDATION - TWO REQUIRED DRYWALL CAULKED, GLUED _ _ OR GASKETED TO TOP PLATE OR GASKETED TO TOP PLATE I , 5/4'X4" AZEK -suRRouNDs FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLYED CEDAR"PERFECTION SHINGLE SIDING 4. FINAL - CONSTRUCTION MUST OR GASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE y{III1jE (2 3046 °° BE COMPLETE FOR C.O. BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED ALL CONSTRUCTION SHALL MEET THE OR GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR ,N `� REQUIREMENTS OF THE CODES OF NEW ED OR �j �j ST NDI S ETA Ro F 11'-0" KNEE WALL/PL . YORK STATE. NOT RESPONSIBLE FOR UBFLO LUE , GADLK D R GASKETED TO RIM JOIST �\ T.O. SECOND FLOOR DESIGN OR CONSTRUCTION ERRORS. GASKETED TO RIM JOIST _._ RIM JOIST CAULKED OR RIM JOISTCAULKED OR GASKETEO TO TOP PLATE CASKETED ToTop9'-0° PLATE HEIGHT 2 LAYERS OF X" —� DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED CDA PLYWOD OR GASKETED TO TOP PLATE OR GASKETED TO TOP PLATE 8'-0" T.O. WINDOWS COMPLY WITH ALL CODES OF STAGGER SEAMS NEW YORK STATE & TOWN CODES PLYWOOD CAULKED 305'0 30510 AS REQUIRED AND CONDITIONS OF OR GASKETED TO t� �� 2"X6 NAILER D xKARD �, -- D DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED TL_L_j 00 OR GASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE I - 4"X4" ACQ X1 T JUL 2 0 2018 WRAP W/ 1"X1 " AZEK , , BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED OR GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR OCCUPANCY OR DUT-,�'-;GDr,, T. T.O.-FIRST FLOOR U L LUED, AULK R U L LU D, AULK —GASKETED TO RIM JOIST GASKETED TO RIM JOIST RIM JOISTCAULKED OR RIM JOIST CAULKED OR -- _ _ USE IS UNLAWFU GASKETED ToTopPLATEGASKETEDTopPLATEWITHOUT CERTECATC SILL PLATE INSTALLED OVER SILL SILL PLATE INSTALLED OVER SILL G R A E OF OCCUPANCY GASKET (SILL SEALER) GASKET (SILL SEALER) II II "PG!E II ISPE:CTIOf;y ARE F ®1141"1ED NOTE: SHADED COMPONENTS NOTE: SHADED COMPONENTS I I I I O1 0 Con±';t TOS EraC'leerfnO at 7GS•1$BO before DESIGNATE AIR BARRIER SYSTEM DESIGNATE AIR BARRIER SYSTEM ( I �"€!t fill,OR Provide Engineer's Certification thet the d'ra'n?Oe has been installed to Cod^. LJ r _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ T.O SLAB _ _ Blo rrrdai 1 c,xtcrorlt lighting 0 = 4. •:4 - - - / and duetwoinstalled, replaced or (In F R 0 N T E L E V A T I O N � ; � Impaired 1c't r 172 AIR SEAL DETA I L S _ .� � t�Ch. pier 172 Z SCALE: NTS SCALE: 1 /4" = 1 '-0" efthe 7 ),%ArnCode 0 Vj >- LJ W tAu"'provide Manuals 01-11z D,1 and Sas per 0 w VYS Energgrcoda ASPHALT ARCHITECTURAL SHINGLE ROOF --- ICE BARRIERS: ICE AND WATER SHEILD TO EXTEND 0 L "BLACK" NOT LESS THAN 36 HORIZONTAL MEASURED ALONG a THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. (TYP ALL ROOFS) PLUMBER CERTIFICATION W 0 ON LEAD CONTENT BEFORE > _ CERTIFICATE 0FOCCUPANCY 0 0 SOLDER USED IN WATER' LL � �-- SUPPLY SYSTEM CANNOT 0 _ EXCEED 2%10,OF 1%'L EA D. 8'-0" PLATE HEIGHT - --- O 0 ASP ALT AR CTURAL SHINGLE ROOF — v / 6'-8" T.O.--WINDOWS H CHITS TRUSS PLACAROING REQ'UIf IWD 0 00 24 2 24 2 2412 24 2 24 22442 - - - - - PL U1r ,B.ING ALI:-PLUMB-Nd WASTE 11 F,E,WATER LINES NEED,• , - - - -- - HAL ARCHITECTURAL SHINGLE ROOF .BLACK TES�TtP�G BEFORE T.O. SECOND FLOOR C01/E'EtlNG 9'-0" PLATE HEIGHT - --- — - - - — 8'-0" T.O. WINDOWS 2 2 I ELECTRICAL P 24 10 30 10 24 10 30 10 30510 30 10 INSPECTION REQUIRED CEDAR PERFECTION SHNGLE SIDING a -"WHITE" J 00 � h I C arles M . Thomas a r C h I t e C t T.O. FIRST FLOOR CEDAR PERFEC I SHINGLE SIDING li PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT G R A D E II � II II II II II II II 4'-0„ I I I I I ELEVATIONS II I II II T.O. SLAB _ _ _ _ _ _ _ _ - - — - - - - - - - - - - - - - - - - :L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONC. STEPS TO GRADE _ NUMBER OF STEPS TO BE DATE: 02/12/18 DETERMINED ON SITE PROJECT No. R I G H T S I D E E L E V A T 1 0 N CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. CMT CHK BY. SCALE: 1/4" = 1 '-0" DWG No. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST DESIGN ICE BARRIER HAZARDS FREEZING ANNUAL TEM [9-F0011-F070 LOAD MPH EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX 1 OF 4 20 PSF 130 NO NO YES 8 SEVERE 36" MODERATE 1. YES FROM 1998 599 TO HEAVY FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN VHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 11 7/a" ML RIDGE 0 12 12 12 / o •�:xp�� ❑ t a O Z ICE BARRIERS: ICE AND WATER SHEILD TO EXTEND 12 / \ ❑ € . t' r. 1., E`.. I - NOT LESS THAN 36�� HORIZONTAL MEASURED ALONG a 10'-0" TYPICAL CEILING CONSTRUCTION THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. qA` ,r TYPICAL ROOF CONSTRUCTION 16" (TYP ALL ROOFS) / ARCHITEC 2"x6" COLLAR TIES 2"X10" JOISTS 16"O. C. F �� ASPHALT ROOF SHINGLES ON 30# ROOFING FELT ON 1/2" CDX OC W/MIN. R-49 INSULATION \ PLYWOOD SHEATHING. 12 12 / y 2"X10" ROOF RAFTERS 0 16" O.C. 4 C::--' Q 4 1 2 �. \ 1 2 (3) 11 7/a" ML FLUSH 4� � D 4 IN RR AT DORMERS / 2"X4" ® 16" OC FRAME KNEE WALL TO UNDERSID �_ / REVISIONS D E S C R I P T I O N OF RAFTERS AT DORMER - 8'-0" PLATE HEIGHT-- _ _ —_ _ _ 8'-0" PLATE HEIGHT -- - - 6'—B" T.O. WINDOWS _ \ \' i I I 6'-8" T.O. WINDOWS_ — TYPICAL FLOOR CONSTRUCTION B E D R O O M L O F T CEDAR PERFECTION SHINGLE SIDING 00 o "WHITE" ` o C145 \ I 11 7/8" TJI FLOOR JOISTS ® 16"O.C. I W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 INSULATION 12 \\� 11'-0" KNEE WALL/000, PL . 3� iv Li T.O. SECOND FLOOR -. �� A 21 T.O. SECOND FLOOR 9'-0" PLATEHEIGHT —- - - 9'-0" PLATE HEIGHT 8'-0" T.O. WINDOWS —- T.O. WINDOWS TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CDX PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. I 26 510 26510 A 21 A 21 R-25 INSULATION ( 2" CLOSED CELL + R13 UNFACED L I V I N G K I T C H E N O I e BATT) R 0 0 M I m bo TYPICAL FLOOR CONSTRUCTION I CEDAR PERFECTION SHINGLE SIDING ll 7/8" TJI FLOOR JOISTS ® 16"O.C. I "WHITE" W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 INSULATION T.O. FIRST FLOOR T.O. FIRST FLOOR 7'x6" ACQ SILL. PLATE TERMITE SHIELD, SILL SEALER, 5/8" DIA. ANCHOR BOLTS 026"-0" O.C. NOTE: ENTIRE CEILING SHALL BE 3-1 3/4" X 11 7/8" SHEET ROCKED WITH 1/2" TYP 'X' MICROLAM GIRDER PER IRC 2015 UNFINISHED GRADE ui CELLAR 9'-0" CLG HT 3 1/2" STANDARD STEEL PIPE o I I I I I I o 10" P.C. FOUNDATION WALL 4" POURED CONCRETE SLAB COLUMN ON A m W/(2) #5 BARS TOP & BOTTOM I I ON 10"x20" P.C. FOOTING OVER 6" MIL. POLYETHLENE 30"X30"X15"DEEP POURED W/(2) #5 BARS CONTINUOUS VAPOR BARRIER ON WELL CONCRETE FOOTING. (TYP) COMPACTED POROUS FILL N I I I I I I L_L_ II II II UJ 0 � T.O. SLAB I I I I I I O _ _ _ _ _ _ T.O. SLAB III W S E C T 1 0 N R E A R E L E V A T 1 0 N SCALE: 1 /41' = 1'-0" SCALE: 1/4" = 1'--0" (( W z 0 w n 0 ICE BARRIERS: ICE AND WATER SHEILD TO EXTEND O NOT LESS THAN 36" HORIZONTAL MEASURED ALONG El Li THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. (TYP ALL ROOFS) UL 0 W (n 8'-0" PLATE HEIGHT ASPHALT ARCHITECTURAL SHINGLE ROOF ASPHALT ARCHITECTURAL SHINGLE ROOF —- - - "BLACK" "BLACK" 6'-8" T.O. WINDOWS -- - - 2 2 b I LL 00 ASPHALT ARCHITECTURAL SHINGLE ROOF "BLACK" - _ T.O. SECOND FLOOR 9'-0" PLATE HEIGHT 8'-0" T.O. WINDOWS A 2, Charles M . Thomas 28510 1 1 1 1 28510 28510 28510 CEDAR PERFECTION SHINGLE SIDING a r C h I t e C t "WHITE" °'co PO BOX 817 JAMESPORT, NY 11941 (631) 721-7993 BRICK CHIMNEYFy I PROJECT CEDAR PERFECTION SHINGLE SIDING _ _ _ __ _ - - - -—WHLTE_ - - T.O. FIRST FLOOR G R A D E I� T —'I f T � � -1 till` T �I III k' IIIII IIII I I I I I I IIII k ' II►I► III I I I I I I ELEVATIONS I I I I I I I�_� I IIIII I �.�I T T Tj 1� IIIII IIIII I , III I I II � I IIIII I � II I co III VIII III I I I I I I I I III IIIII III M I I I I I I I I M I I DATE: 02/12/18 AREAWAY I AREAWAY PROJECT No. DRAWING BY. CMT — — — — — — — — — — — — — — — — — — — — — — — — CHK BY. DWG No. FAI- 0=0 - 00 L E F T S I D E E L E V A T I O N 2OF4 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 37'-0" r ✓ 14'-0" 4 —(J) 2"X10" AC — J L — 12"0 SONO TUBE ON 4'x4" ACQ POSTS I i �g ARCHITECT 24"x24"x12" FOOTINGS WRAP W/ 1"x10^ AIK °_'+� MIN 36" BELOW GRADE -6" 1'- 4'- 4- -0 A At (MUST BE VIRGIN SOIL) — 2'-s" 5'-10" 2'-5" I REVISIONS D E S C R I P T I O N I 2"X1o" ACi� - COVERED — J L L `1 0 I 1 o PO CH 1 `° o M o x w oD .n a Simpson Strong-Ti I N DECKING PER = a - HDU (CORNER HOLD DOWN 1 OV�NER a 2"X10" ACQ LEDGER BOARD LAG BOLTED ap (TYPICAL THROUGHOUT, SEE DETAIL 0 A2 X - - - - - - - - - - - - - - - x 26510 FWG 6080 26510 — — — I N io iD (3) 9 1/2" ML HE ER I J N J 2"X10" ACQ LEDGER BOARD LAG BOLTED N N I6� - - - - - - - - - - - - - - - - - - - - - Al21 A 21 - - - - - - - - - - - FWG 6080 N BEAM POCKET I = (3) 9 1/2" ML HEADER - - - - - - - _- TYP — — — — — — — — — — rn 1 -8" 13'-0" S. r 11'-0" \� I 12'-4" w I I 10'-6" W �w N .J � _ a C7 O Q O to sF _ ( O X I� x I I iD z� to I N I N I iD 3'-8" I O 10'-6" _ 1 13'-4" 10'-6" I p co M DETECTOR w 00 I I C ��� 3Y2'o .126 STL. PIPE COLUMN I O ww ASTER Y SUN o -t� ROOM V) I I -1I— I ON A 24"X24"X1/("DEEP) # I M( I I w c.)o- 0 B E D R E 0 o M L J P.C. FOOTING. W/(3) 5 BARS L _J I ( z 0 t I M A S T ER O ELECTOR a 9' CLG HT \ M �, III I BATH °' 11�/8" TJI JOISTS 360 SERI S 111 7/8" TJI JOISTS 360 SERIES 11 7/8" TJI JOISTS 360 SERIES I I 9' CLG HT Iii » » O ° 2x10 JOISTS ® 1 OC. "x10" JOISTS 0 16" OC. 1 ® 1 1 SET 0 14' AF o R-21 INSULATION III R-21 INSULATION I R-21 INSULATION I I R 49 INSULATION r N r 2"x10" JOISTS 0 16" OC. R 49 INSULATI N o IQ I I � -, _-, I I 0 3 R 49 INSULATION T I I IW o i a N ^ I aY X w I I I I N N I¢ L�.� IIV// _� I I ¢ s. 14' CLG HT - I2; a. / Iin LO \ I 9' CLG HT 'r a AloO 17'-1O" I I .fel\ 1 = N ti _ �� I I —_JL- -_� � C,- 0 yF �� �� � O _ W a a '01 I — —_ U I I a W.I. SMOKE 21 N N 0 0 K N n r of O---DETECTOR I I o I I o I F M 4'-6" I I CLOSET " » „ s CLG HT of 2"00" JOISTS 0 16 OC. I �' "x10" JOISTS 0 16" OC. M C14 I I r+ 7 I ( o R 49 INSULATION 11LJJJ / Z R 49 INSULATION I I I I ✓ �D � o = I I I � 1'-0" I I I I L J o I I I _j ^ �I 9a 4'-6» N O I I � I 5'-8"— — F311 6'-11" J I - - - L- - - - - - r - - - TI L11-------I V DOUBLE JSTS UNDER WALL ABOVE — TYPICAL FOUNDATION WALL — — I r ao I 10" P.C. FOUNDATION WALL I 4" DRAIN PIPE 6 (3) 11 �/�" ML FLUSI HEADER I TO CRY WELL i� N 0 T E: oD W/(2) #5 BARS TOP & BOTTOM 0 I I io 1;1 0 LAUNDRY CLOSET N I I V 1 W a UNFINISHEQ I ON 10"X20" P.C. FOOTING I I I PROVIDE TILED SHOWER PAN N 4'-6» U J 00 I ( ( W/(2) #5 BARS CONTINUOUS I I N W/DRAIN ® WASHER, K I T C H E�N LO CELLAE I I PROVIDE TRAP PRIMER 0 DRAIN. z ca I I 9'-0" CLG HT I I UP I N VENT DRYER TO EXTERIOR 1 3'-6" 9' CLG HT 4" POURED CONCRETE SLAB 1 I I 3-6 0 w OVER 6 MIL. POLY,.THLENE L I I o I W I — J I VAPOR BARRIER 0I WELL -1- COMPACTED POROUS FILL 3)/2"0 .126 STL. PIPE COLUMN I N I ' w ON A 24"X24"X12"DEEP I I cD 1 P.C. FOOTING. W/(3) #5 BARS L J l c I i cn Q I r ' (TYPICAL) I 8" I w 1 o I I © O M L I V I N G o I I U & in J I I =JI � I� N 0 I ® ® z Of �J 1 I of R 00M I 0 117/8" TJI JOISTS 360 SERIES 11 s TJI JOISTS 360 SERIES I z 1 � ® 16" OC. 0 16" OC. I 9 CLG HT M 4'-6"I � R-21 INSULATION R-21 INSULATION I I (D—DETECTOR I v LL I a — I NOTE: ENTIRE CEILING SHALL BE ' / SMOKE I 1 SHEET ROCKED WITH 1/2" TYP 'X' F _ / O`DETECTOR I I DN- J v CARBON ww i I PER IRC 2015 I ©DETECTOR I I 3'-10" CONC. STEPS TO RADE 11� 8" TJI JOISTS 36 SERIES O m I DETECTOR 11 a" TJI JOISTS 360 SERIES a o L I ' J I I NUMBER OF STEP TO B ® 16" OC. VQ - - - - - - - - - - - - - - DETERMINED ON SIE o ® 16' OC. 1 W / n w< I I 30'-10" I 17'-6" �f ) co in a - - 4'-6" a N N 13'-6" o� N ro I 00 - -[- - �IN"F-- - - - - - -_—_ I N I WALLS ABOVE �F_ I I i' M ao M — —� (TYPICAL) — — — I N PANTRY PANTRY ' (2) 11 % ML FL I IQ II N N DOUBLE JSTS UNDER WALL ABOVE _ �t= _ _ _ _ _ —� = I 'n STORAGE SMOKE [l 2'—4" 1 O'—O" 2'—4" O DETECTOR ICARBON a O II Iwo W I ( r J II I I O I I I ©--MONOXIDE w 13 O _�� 1 O DETECTOR IOC a II x w I I 1 �I I "'I-1 /� 1O" I Z� YV/ N 14'-8" PROOMWIDER o o`° �, ca I 3'-0„ II I I I � (2) 11 �b�ML FL— I — I {3) 11 7/8" ML FL HDR I ( 5'-0" - o I P OVIDE 1HR RATED 5/8" I I -0 5'-6" r N L ' " TYPE "X" GYP. BD. L I SMOKE ON CEILING ABOVE FURNACE oo�� x 0-'-DETECTOR 3 4 �w 11 ��" TLI 0 16" OC I3,-0"% LINE OF FOUNDA ION FOR AT LEAST 3'-0" r�r- - - - - - - - - - - o & ON ALL SIDES I o R O O M G I f a OABOVE PEN TO WALL BELOW PER N.Y.S. CODE C7 I a 4 F 0 Y E R = 1 9' CLG HT M � I 9. CLG N H H \O I c� I I 17'-8" 2'-8" 7'-8" �$ SMOKE DETECTOR LL m M U I —+ NIR 11 TJI JOISTS 360 SERIES ® DIRECT BEA I Iwf iD I o " 0 16" OC. F ® Charles M . Thomas VENT GAS + + POCKET) I� - - - - - — 16 I I co I I N D_ a C Ci h l e �i l II II � — — — — — — — — — — — — — — — — -- _ Jr VENT r VENT THRU ROOF THRII ROOF THRU ROOF r ': (TIP,) (TYP.) (TYP.)SECOND FLOOR ROOF I u/.41 W " pr ARCHITECT 2x10 RR � 2x10 RR � " . ® 16" OC. ® 16" OC. [AV I I I • HOUSE I I I I - REVISIONS D E S C R I P T I ON I r r I-t/r I I I I i 2"x10" RR I I w o I I uv IIAv ® 16' OC. 9MFRESH AIR INLET is� I Uv I N.0 ICC J I FIRST FLOOR 4-I1r CONNECT TO APPROVED P.V.(:.PIPE PITCHED F.A.I. do SANITARY SYSTEM AS PER N.Y.S.CODE PLUMBING RISER DIAGRAM SCALE: N.T.S 2"x10" RR 2"x10" RR a 16" Oc. 0 16" OC. i ° I• I � � I MSTA I •I 2"X6" 0 16" OC FRAME WALLATOo J D58 TOPPOF'X1O" CJ PLATE 14' ABOVE FIRST SEE BELOW R00 FRAMING PLAN FLOOR Simpson Strong-Tie ADJUSTABLE HANGER 2"x10" RR ®_16" OC. SHED DORMER w SCALE: N.T.S. 2"x10" RR ® 16" OC. 3 SHED DORMER X145 cX 45 R R TO WALL (14) 1 Od x 1 1/2 FASTENER . • 17'-11" 2 O 17'-11" t'' 2:40f O p 1 p O 2"x10 RR 2x10 RR I >-- a 16" cc. ® 16" Oc. I « I I OD 1 0 o W l o Q j\ 00 I I N O I I W 3._ �� r n N BED ooM N < RI B E D R O O M U I UI W L V1 �I SMOKE 1 I z 1 O~DETECTOR MTS 12 E(�L`L_=__J=JJ` 0 - IFLINE OF 8'-0" CLG HTE(:3) 2"x10" RR LINE OF 8'-0" CLG HT 2 68 0 1 ^ a I 2"x10" RR ® 16" OC. I � I r �N n SHED DORMER - a1 I I 14'-7" 14'-7" � L 0 F T 2668 PD L O F T a Ld N O D10 a N 2"x1:;R/ —0 — 10'-9" rn00 5—6" 5'-6" 10'-9"_p7� a210" ® 1s" oc. D = o ENSUITE � o r � � N RAFTER TO WALL 'Co SMOKE Cn SHE ORMER aLL sir iv B: T H �: OI I O (V J CV OI O 1 ( OS I_I Z CARBON M 'cF c l O CLOSET O Q O~-DETECTOR N N SCALE: N.T.S. I� c0 cD cfl pQ ,� I� N fD t0 I c0 < © —MONOXIDE v N N O v `�~ a 3 Q v� DETECTOR M a o 00 W (n 00KNI ® V / 36" RAIL I 1 CS16 N L] o - STUD TO BAND JOIST - Jui (20) 1 Od x 1 1/2" FASTENER 2668 PD 14'- N 14' 7" � 14'-7" DN. o ° MTS16 LINE OF 8'-0" CLG HT 11 16R LINE OF 8'-G" CLG HT a `�' D35 a W ,. (� FRAME KNEE WALL T UNDERSIDE o \ N OF RAFTERS OPEN T I z a " j 3" BELOW6 ; B E DRQ 0 0 M 4'_3.. s N (V N 2 R 1 2668 00 Ld 0 I O DETECTOR N ° BEDROOM - - Ln ° 1 ( s,_4„ LTP4 (3) 2"x10" RR s'-4" LTP4 ° I Uplift connectors shall 2"x10" RR ® 16" OC. 1 2"x10" RR ® 16" OC. � I DO Charles M . Thomas bypass each other to N (3) 2"x8" HDR LTP4, spacing as required for prevent cross-grain a r C h I t e C t tension of band joist. N shear. SSP spacing for uplift. I (2)3 46 PO 80X 811 JAMESPORT, NY 11941 (631) 121-7993 SILL TO RIM JOIST �? o r', 16'-3" 16'-3" (12) 8d x 1 1/2" FASTENER o cp, PROJECT a� ®� y I O N ir L) ^ PORCH ROOF BELOW o SEE ROOF FRAMING PLAN co n- Ridge Beam N I SECOND FLOOR LIVING AREA = 766 SF 32'-6" P L A N S RIDGE ROOF FRAM I NG PLAN SECOND FLOOR PLAN RAFTER SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1'-0" DATE: 02/12/18 J0 PROJECT No. DRAWING BY. CMT Simpson Strong Tie CHK BY. WITH CEILING COLLAR TIES ® 32" O.C. OWG No. CS-20x18" MIN. WITH (7) 10d COMMON NAILS PER RAFTER INSTALLED OVER PLYWOOD [&-F0__0_4F0__01 RIDGE STRAP TIE SCALE: N.T.S. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 TOP PLATE FRAMING TO ACCOMADATE JA CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R602. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED TOP PLATES ROOF TRUSS RAFTERS W/ GREATER L/180 SLOPES THAN 4 W/NO TOP PLAT FINISHED CEILING ES TOP PLATE— TABLE 1.1 ATTACHED TO RAFTERS SECOND STORY 'N '�f TOP PLATE 4 SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTAL 1N STUD INTERIOR WALLS AND H/180 I--�' JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND OFSTUD DEPTH MEMEBERS DIAMETER 40% BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS EXT WALLS W/ PLASTER OR H/360 OF STUD DEPTH WFCM SECTION 3.3.1.1.1 WOOD STRUCTURAL PANEL 9 1/3 SPAN 1 1 3 SPA I WFCM SECTION 3.4.1.1.1 NISTALLED IN ACCORDANCE 5/8" MIN. TO EDGE STUCCO FINISHE 5/8" MIN. TO EDGE F_ T NAIL AT 6" O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 WITH BRITTLE(b) FINISHES 0 �ALL PANEL EDGES) 5/8" MIN. TO EDGE 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 JOIST ENDS TO BE NOTCH MUST NOT EXCEED FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES P ND BLOCKING \—BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H SPAN HEIGHT 25% OF STUD DEPTH —i AND BRIDGING (a) Oumot CORNER DETAIL BAND JOIST ROTATION IN ACCORDANCE a. The wind load shall be permitted to be taken as 0.7 times the co TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT Ld NAIL AT 6" O.C. ACCORDANCE WITH deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% BEARING AND 3.3.1.4 BRIDGING ALL PANEL EDGES) WFCM TABLE 3.1 BORED HOLES SHALL N OT b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE BE LOCATED IN THE SAME of the cantilever. WALL CROSS SECTION OF CUl OR 5/8" MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED —1 rn IN.x4 IN. RIBBON walls of sunrooadditions or patio covers, not supporting edge of glass or sandwich panels, the total load deflection shall not AND SO BORED Q0 LAP JOIST 3 IN. MIN. CUT INTO STUD BAND JOIST /,--BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of WOOD STRUCTURALPANEL sunroom additions or patio covers, the total load deflection shall �07 N OR BLOCKING INSTALLED IN ACCORDANCE not exceed L/120 5; 16d NAIL AT 24" O.C. WFCM 2015 SEC HIGH WIND EDITION bi JOIST WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION SILL PLATE SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD CRAWL SPACE \_—SUBFLOOR FRAMING MEMB�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF CEILING NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT SABLITHICEDGES AND12' O.C. ONALLFOUNDATION —ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS -E--]- FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMINGNOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 BEARING WALL EXTERIOR CORNER FRAMING- FOR EXTERIQP� BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS WALLS: R602.6 (1 ) a. LINEAR INTERPOLATION SHALL BE PERMITTED LATERAL BRACE AT 6' O.C. 0 TYPICAL WALL, FLOOR & ROOF FRAMING- JOISTS FOR SSI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) 2-10d NAILS Uj 7— NON— BEARING WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE V) W N FOR WOOD STRUCTURAL PANELS ROOF FRAMING — DOUBLE TOP PLATE TRUSS OR CEILING JOIST W FASTENER S P A C I N G (inches) J SEE STUD TO RAFTER z FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A-A C PLE TUD 4PICAL OR U 0 STUD DETAIL Q ONNECTORS < 0 < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL HFADFR R QUIRED < 6 FEET < 8 FEET A A' TYPE 1/2' SPACINGALLOWS E CH SIDE 10 8d 1011 HOLDDOWN NA—ILS NO. 8 WOOD SCREW 1611 8py INSTALLATION _j ANCHOR WITH 2" EMBEDMENT F HEADER STUDS -----FULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 LENGHT DOUBLE A WA STUDS < NRE NOTE: 2"x4" BLOCK NAILED TO EACH STT"HX1W ",,CORNER STUD CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16'9 1291 9F1 HOLDDOWN -0 0 TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND ANCHOR WITH 2" EMBEDMENT (HDU) 0 0,")k CONN CTORS, �_N D UPLV AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD z 0 0 NOTE: SIMILAR RELED ADDITION TO CONNECTORS AT W LENGHT 0 CONNECTION AT SIDE CO NEC 5d COOLER NAILS AT 7" O.C. 0 FOUNDATION. EA R_QUIR1. R WALL STUDS AND AT TOP AND n 0 2 16d COMMON A BOTTOM OF CRIPPLES 20 GAUGE STRAP LZ 0 1/4" LAG SCREW BASED ANCHOR SIDE WALL 0 NAILS AT 6' D.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS Uj 0 WITH 2" EMBEDMENT 16" 16" 1611 1 END WALL W LENGHT SUBFLOOR ( WFCM FIGURE 3. 6 ) CONNECTIONS FOR OPENINGS 8d NAIL AT 4" O.C. < ry ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. Of Ld FACE OF FOOTING ::D CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. WFCM FIGURE 11 FASTENERS SHALL BE LOCATED NOT LESS THAN I" FROM EDGE OF PANEL. BAND JUST ::D LU 12" MAX. ( C:) ) _j c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN U) V) NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. SHEAR WALL REQUIREMENTS ly/-> FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. 1- Lj_j TOP PLATE U < C) d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING110 H No CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT . . ....... DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI�S LESS THAN 1,500 POUNDS. 0 H/2 BUT NEED OT H BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT o 0 EXC ED1 5 AX. EXCEED 40 FT. MAX. EACH END OF ' -1/4 WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) 0 0 ,,--CORNER STUD 15/132 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP cV HOLDDOWN 0 ON CABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW z 0 CONNECTED TO (HDU) 0 0 0 TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS < ROOF RAFTER 0 0 0 0 5 FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING DOUBLE 20 GA. STRAP STUD 11 AT U or 3: HARDWARE PREFERRED METHOD < LLJ 0 _j 0 RAFTER 12[ WIDE MIN. 8d NAIL AT 12 O.C. ON W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GY:'SUM BOARD Z 16d NAIL AT RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL CZ CONNECTION TABLE R301 . 5 NOTES 0 CM FOR SI: 1 POUND PER SF= 0.0479 kN/M(2). 1 POUND = 4.45N. r SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING E EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN 0 AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDOWNS NOTES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND T A B L E R301 . 5 NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER -001) STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO +j i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE ( 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) 8-Bd TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE ■ >_ FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT ;2� I CONNECTION BE ASSUMED TO ACT CONCURRENTLY NTH ANY OTHER LIVE LOAD USE LIVE LOAD STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. 1= ROOF RAFTER RIDGE DETAIL 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE C> (',3 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND C el- SIMPSON STRONG CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE Cn NOTES: TI�HDU 6" O.C. (ALL EXTERIOR BALCONIES 40 U-1 A 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENTI STALOG INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. —[,L WALL PANEL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND EDGES) ANY POINT ALONG THE TOP TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR DECKS 40 NAIL PENETRATION INTO FRAMING IS ACHIEVED. WOOD STRUCTURAL WALLS. INSTALL THROUGH FIRST FLOOR SHOE. f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 PANEL INSTALLEC IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 C) NAILING SCHEDULE \_16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED M (TABLE 3.1, WCFM 2D15 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 LOAD REQUIREMENT. HIGH WIND EDITION) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 0 FOR STORAGE PER b. SEE SECTION 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILINGFOOTNOTE JOISTS AND SECTION R802.10.62ER802.4. ORR 40 ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS 140T CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL ED3ESI BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS C ORNER B RACING D ETAIL MET: o 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY 3 SCALE: N.T.S. _XTERIOR CORNER FRAMING. OR FRAMED OPENING IN ACCORDANCE WITH sEC11ON 807.1:AND Simpson Strong Tie 2.12E E USS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN THTR h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 4 WFCM 2015 HIGH WIND EDITIONS The design of this structure is based upon prescriptive approach using the :. T ( TABLE 2 WFCM 2015 HIGH WIND EDITION SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC NAILING SCHEDULE Ee U published b The American Forest and Paper Association. Non- Structural lements c P y P GENERAL NOTES: are based upon the INTERNATIONAL RESIDENTIAL CODE 2015- 2015 IRC, 2nd MAX. ANCHOR BOLT SPACING (INCHES) PRINTING, AS ADOPTED BY NYS AND THE 2016 SUPPLEMENT. :, ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, NUMBER OF NAILS RESISTING SUPPORTING municipal, local zoning and building codes and ordinances' JOINT DESCRIPTION COMMON NAILS NAIL SPACING I - FLOOR 5/s' ANCHOR BOLTS 3s For the Climatic and Geographical Design Criteria, see Table R301.2(1) on having jurisdiction and best standards of construction �,r `'� • _ y �p'�' sheet no. 1 " LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 practice. , 4-8d PER RAFTER All non engineered lumber to be Douglas Fir#2 or better 9 9 # The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE OMITS ARE BASED ON A SISI UPLIFT, IN TABLE 3. Wind Limitations-Section R301.2.1 PP y 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE to all work performed on this project. 4-Sd PER JOIST LESSER OF THE TABULATED. Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris 2. The Contractor shall verify all conditions at the site. Any CEILING JOIST TO TOP PLATE TOE-NAILED 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, Protection Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Architect ' 9-16d EACH LAP prior to commencement of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.5 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 except for hidden job conditions. z 6-8d PER TIE Minimum Room Area-Section R304 3. Contractor shall guarantee to the Owner that all materials and 0 COLLAR TIE TO RAFTER FACE-NAILED Ceiling Height-Section R305 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Sanitation-Section R306 will be of good quality, free from faults and defects for a period Toilet Bath and Shower Space-Section R307 of one year form the date of the final Certificate of Occupancy. 2-16d EACH END Glazing-Section R308 4. The Architect shall not be responsible for the construction means, a TRIM BOARD TO RAFTER END-NAILECI Garages and Carports-Section R309 method, techniques, sequences or procedures, or for the safety WALL FRAMING Emergency Escape and Rescue Opening-Section R310 precautions and programs in connection with the work, and he 2-16d (SEE MOTE 1) PER FOOT Means of egress-Section R311 shall not be responsible for the contractors failure to carry out U Landing-Section R311.3 the work in accordance with the construction documents. The TOP PLATE TO TOP PLATE FACE-NAILED Ramps-Section R311.6 Architect shall not be responsible for the acts or omission by N TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Handrail-Section R311.7.8 and/or the building as designed without the expressed written a / 9 9 P STUD TO STUD FACE-NAILED Guards-Section R312 consent of the Architect. HEADER TO HEADER FACE-NAI 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 5. The contractor and all subcontractors shall maintain continuous 5 R3 Al id M Carbon Monoxide arms - 1 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Carinsurance coverage statutory policies (Worker Foam plastic-Section R316 Compensation, etc.) and general liability in an mount not Cn 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 less than $ 5 million and automobile liabilit and damage z 4-16d PER 2X8 STUD Insulation-Section R316 y 9 0 Dwelling Unit Separation-Section R317 coverage not less than $ 2 million. The Architect shall be cn N 1_;L FNn.InIsT ()g gInKING FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Moisture Vapor Retarders-Section R318 named insured on any and all policies. > Protection Against Decay-Section R317 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous Ch Protection Against Termites-Section R318 insulation at all perimeter sills. FLOOR FRAMING Site Address-Section R319 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Accessibility-Section R320 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED Elevators and Platform lifts -Section R323 8. A single station smoke detector alarm device shall be installed 2-8d EACH END Flood Resistant Construction-Section R324 in each bedroom, on all floors and shall be all interconnected per code.BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK 9. All bathroom without operable windows to be mechanically ventilated Foundation-Chapter 4 as per New York State Code. LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel 10. Heating to be designed to provide 70 degrees F. with outdoor at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED 3-Sd PER JOIST per squarfoot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and 3-16d PER JOIST found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST 12. Plumbing Installation to comply with State and Local codes I- O Foundation Notes: and the sewage disposal system to meet Health Department standards. �J ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 13. Do not scale drawings. Use figure dimensions only. (n N " 8" poured concrete foundation wall, 8'-0" high, 3000 test 14. All work to conform to the rules and regulations of the New York UJ 8d 6 EDGE 6 FIELD P 9 # STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16 OC Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double 8d 6" EDGE 6" FIELD " glazed and all exterior door to have insulated cores. GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG / 16 x8 poured concrete wall footings, 3000# test 15. The insulation protection as indicated on these plans exceeds z W 8d 6" EDGE 6" FIELD 2-1 3/4"x11 7/8" Mlcrolam Girder (or 3 1/2"x11 7/8" Power Beam) the Code's minimum standards. Q GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS / 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier - P # P 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD Damp proofing at exterior foundation below grade-Section R406 shall remain the property of the Architect whether the project for CEILING SHEATING 30"00"x`12" deep poured concrete column footings, 3000# test which they made is executed or not. They may not be used Q CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT on any other project except by written authorization of the Architect. 5d COOLERS 7" EDGE / 10" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth 17. Architect has not been retained for site supervision, on-site lJ GYPSUM WALLBOARD inspection and certifications as required or requested by the Owner, Q WALL SHEATHING Foundation wall to extend a minimum 8" above finished grade contractor or local building department. 8d 6" EDGE 12" FIELD All footing to be carried down to undisturbed soil STRUCTURAL PANELS STUDS SPACED UP TO 16" OC / No footing shall be set higher than a 30 degree angle from any other footing 0 Pour no concrete on frozen ground or in freezing water. Provide 3 1/2' steel Icily columns. UPLIFT - CONTINUOUS PATH CONNECTORS Backfill shall not be placed against the wall until the wall has sufficient ec strength and has been anchored to the floor above, or has been sufficiently USE SIMPSON STRONG-TIE CONNECTORS L braced to prevent damage by the backfill (Section R404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND 5dCOOLERS 7" EDGE / 10" FIELD Floors - WFCM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT < Z GYPSUM WALLBOARD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. CONSTRUCTION CATALOG C-HW02 W Draftstopping - Section R502.12 z Q Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: W SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie Floor Construction: NOTES FOR SPACING 0 3/4" plywood subfloor, fasten per Table 3.1 WFCM. U210 2X6 Q UJ W Floor joists: see Foundation and Floor Plans, spacing as noted. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Fasten per Table 3.1 WFCM. LTP4 16" O.C. AT EXTERIOR PERIMETER Q 2-2x6 ACQ sill with termite shield and sill seal. AND GARAGE/HOUSE COMMON WALL 4-1Od X 1 1/2" 1- / FLOOR SHEATHING Finish floors per agreement. USE (4)-8d NAILS AT EACH END Wall construction - WFCM Prescriptive Method. GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS Wallfroming and finishing shall be nailed and or screwed in accordance with " NOTE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16 O.C. 1' OR LESS 8d 6" EDGE / 12" FIELD 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH (LEDGER TO FRAMING 10d 6" EDGE / 6" FIELD Overhangs as noted. GREATER THAN 1 Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2++ X 5 LAG Alluminum gutters and leaders. Siding: see Elevations. MTS 36, 16" O.C. BOLTS AT 16" ON CENTER Tyvek housewrop. USE (4)-8d NAILS AT EACH END 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. FLOOR TO FLOOR CONNECTION USE: 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. 1/2 Gypsum wall board USE (4)-8d NAILS AT EACH END 5/8 Type X GWB in garage. (2) layers JSimpson Strong-Tie O GWB at fire partition p RAFTER TO STUD CONNECTION USE: .-- 1/2" MR GWB in wet areas MTS 36, EACH ROOF RAFTER U210 2X6 f- ON At least one window in each sleeping room shall comply with the exit reqirements USE 8 16d NAILS AT EACH END of section R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST Z Note drilling and notching limitations in figure R602.6(1) for bearing walls and H7 EACH ROOF RAFTER ++ Q SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. 4-10d X 1 1/2 () -7)o 1 1/4" COIL STRAP - Follow exterior corner framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: PBS44A FOR EACH POST Roof assemblies - WFCM Prescriptive Method WFCM table 2 Asphalt strip shingles 16 O.C. USE 4-8D P ( ) P P 9 NAILS AT EACH STUD shall have minimum of six (6) fasteners per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE: � �. SIMPSON H-8 USE W/ONLY SIMPSON " Underloyment application (Section R905.2.7.)nailing see table 3.8 PC44 FOR EACH POST < J MIN OVERLAP IS 12 / ANCHOR BOLT (14 ) For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- o 5- 8D TO STUD ONE SIL(_ BP-3 PLATE percent slope), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST (EVERY STUD) STUD TO S' underla ent U210 2X6 ATTACH♦, T (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: p% AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) of PS720 (ALIGN WITH JOIST BELOW) .� underloyment felt layers with and starting at the eaves , fastened sufficiently to SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 HDU Startingat the eave apply 36- inch wide 914 mm sheets of underla PORCH ROOF RAFTER TO GIRDER USE: a, 14 SDS J4" X 3" WOOD SCREWS � PP y { ( yment, H2.5A AT EACH ROOF RAFTER CIO +� ( ) a overlapping 4-10d x 1 1/2" U 7" MIN EMBEDMENT o e successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. TYPICAL PORCH / DECK LEDGER (SEE FOUNDATION PLANS A-3.1 AND For roof slopes of four (4) units vertical in (12) units. o A-3.2 FOR LOCATION) Ice Protection (Section R905.1.2) CONNECTIONS (MINIMUM DOUBLE STUD) ^, '°vp a•> °° •'° ;° �, SIMSON STRONG - TIE Underlayment in High wind (Section R905.1.1) OCID G c ° �1 ss -ria Flashing (Section R905.2_8) STU Y BEARING PLATE W °• e ° • , . Ia, 1 1/4 C01�- +.•.AP - 16 O.C. Chimney and firespaces Chapter 10 °',° ••e °° .'° ;Q '•dQ `� aQ ' Q ° �� USE 4-8D NAILS 0 EACH STUD Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. o, °,• a c ° a ° Mechanical - Chapter 12 FOR HEADER OR '�'� - ° ' '° °° .e '° ° ° General Mechanical System - Chapter 13 BEAM a °• al; a Heaitng and cooling equipment - Chapter 14 >- ^° .'Q°^t �n• �.°• '°,• "' °° Exhaust Sustem - Chapter 15 .� Z o� '° ° ° � . °A °• DOUBLE TOP PLATE MTS30 ROOF RAFTERS Duct System - Chapter 16 Simpson Strong-Tie _ „° ..„ ° _. Combustion Air - Chapter 17 AC4 11,E 7; C • a °•"�a , ° Chimneys and Vents - Chapter 18 AT EACH POST o SSP _ o i� °• SEE PLAN Plumbing Part VII J a 1 3/4" IMUM C' EDGE DISTANCE •'Hca •° Flood Zone - 301.2.4 LU �•. 9 HEADER S FLOOR TO FLOOR ° L Simpson Strong-Tie n, ° �• Tie KINU.STUDS CS20 19' COILED Ji, THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2- co ti JACK STUDS OVERLAP AT EACH SIMPSON STRONG -- TIE - STUD L o SIMPSON STRONG TIE m 1 1 /4" COIL STRAP - H2A 16" O.C. USE 4-8D SIDECOVER CNW NUT COUPLER AT EACH ROOF NAILS AT EACH STUD RAFTER USE 8-16DMIN EDGE a MIN OVERLAP IS 12 NAILS AT EACH END ACK TO SIL �� ~.b DISTANCE* 12" MIN OVERLAP PERe RT2.5 ' COMPONENT ° • . �" ° s=�' O e e STUD TO ROOF RAFTER STHD8 . • . MIN EDGE SHEET CONNECTION , FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" FRAMED OPENING EXTERIOR WALL CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR 0 RIM JOIST AND IND CANTILEVER CONDITION INSTALLATION SILL PLATE T WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS RIM JOIST TO STUD CONNECTION -