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r 4�gOFEa(,�COG Town of Southold 1/17/2019 P.O.Box 1179 o CO' 53095 Main Rd o4,j o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40176 Date: 1/17/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 50 Laurel Way, Laurel SCTM#: 473889 Sec/Block/Lot: 125.4-24.22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/12/2018 pursuant to which Building Permit No. 42489 dated 3/26/2018 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: ONE FAMILY DWELLING WITH COVERED FRONT ENTRY, ATTACHED GARAGE AND UNFINISHED BASEMENT AS APPLIED FOR The certificate is issued to Mitchell,Andrew&Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0040 12-26-2018 ELECTRICAL CERTIFICATE NO. 42489 11-08-2018 PLUMBERS CERTIFICATION DATED 11-12-2018 rad PieAuch uaed Signature f(?j'.io TOWN OF SOUTHOLD oy BUILDING DEPARTMENT y _ TOWN CLERK'S OFFICE �y • SOUTHOLD, NY poi � Sao 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#: 42489 Date: 3/26/2018 Permission is hereby granted to: Mitchell, Andrew 1303 Willow Pond Dr Riverhead, NY 11901 To: construct single-family dwelling as applied for per SCHD 9 Y 9 pp p approval. At premises located at: 50 Laurel Way, Laurel SCTM # 473889 Sec/Block/Lot# 125.-4-24.22 Pursuant to application dated 3/12/2018 and approved by the Building Inspector. To expire on 9/25/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,924.40 CO -NEW DWELLING $50.00 Total: $2,974.40 —Lector 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.3112 l!L,12> New Construction: Old or Pre-existing Building: (check one) Location of Property: 1,6A" M g- ym�w - House No. Street Hamlet Owner or Owners of Property: Am)tLe�l Suffolk County County Tax Map No 1000, Section Block 15' !!!�- Lot Subdivisionr/ L L�w3�`j Filed Map. O lt'L- Lot: Permit No.__ffztVXq Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: k (check one) Fee Submitted: $ Applicant gignature if so Town Hall Annex Telephone(631)765-1802 54375 Main Road C#4� Fax(631)765-9502 P.O.Box 1179 ell- Southold,NY Southold,NY 11971-0959 �O roger.riche rtna.town.south old.ny.us l�c4UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Andrew Mitchell Address: 50 Laurel Way City: Laurel St: New York Zip: 11948 Building Permit#* 42489 Section: 1255 Block 4 Lot, 24.22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electric License No: 50592-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 X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 75 Ceding Fixtures 18 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 10 Wall Fixtures 12 Smoke Detectors 6 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 53 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances N66 Dryer Recpt 2-20 Emergency Fixtures Time Clocks Disconnect 200. Switches Twist Lock Exit Fixtures TVSS Other Equipment, 5-paddle fans, 5-bath fans, range hood, 20KW standby generator with 200a transf switch, 12-ARC fault circuit breakers Notes- Inspector Signature: Date: November 8 2018 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(6311765480 54375 Main Road Fax(-611176- -95-02 -PAX Box 1179 Southold,New'York 11971-0959 �O BUILDING DEPARTMENT D ` ��� - TOWN-OF SOUMOM NOV 1 3 2018 TOWN OF S®1-' ILD -CERTIFICA.TION- Date: Building Permit No. Owner- (Please print) = Plumber. ,� d �itc uC A - _� (Please print) I certify that the solder used in the water supply system contains less.fhan 2/10 irf 1°!o lead. _ himbers-Sigua#tare) Sworn to before nae this 'h day of%*4�%Vee! 20 I CONNIE D. BUNCH - Notary Public,state of Now York ck� No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2 � NotaryPublic, 'Sy-pm� County l �OFSoply how o� TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ UNDATION 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 g4 / -c DATE Y INSPECTOR 01 sf souTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - , kmirl, -j L SL• DATE INSPECTOR OF SO�Ty�� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm��' 765-1802 INSPECTION , z4 � [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY :, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTORS' SOUTy�/_ h� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRRA_MI�NG /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE RKS: r% rnIN PILT4,Ah � Qom, ILAIA-ZU DATE 1 D INSPECTOR SOF so �o� opo * TOWN OF SOUTHOLD BUILDING DEPT. Coum, 765-1802 INSPEC'T' ION ' ' [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND M'--"INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: v kA �V, C,d� X) cw6v"n t lfo� u4teloL, (ii r-s � s f vi . V�vm v on Ag&-rez A- GKX X& baf4d-�- DATE 9 INSPECTOR IVA) oe souTyolo # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,o�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SOLA [ ] FRAMING /STRAPPING [ FINA Ai.6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKII-d REMARKS: l PWA lel 9607 fSl)(4,14L/ C4_ Aft gy awv�A te too- El��Swuw_ DATE INSPECTOR -,,awg 12A ho��pF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 7/ �'� INSPECTOR` BP492459 ® UCE UVB P , CHARLES M. THOMAS R.A., PLLC SEP 2 6 2018 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 IN D Fill (63 1 )727-7993 1 �U (?. T�1'. CDTHOMAS63 @AOL.COM SEPTEMBER 24, 201 B Building Department Town of Southold Re: Mitchell Residence Lot 29 Laurel Links Laurel, New York SCTM # 1000-125-04-24.22 Dear Sire/Madam: This letter shall serve to certify that I was retained by the owner to inspect the above referenced residence and can attest that wall, ceiling and roof insulation has been installed and conforms to my plans and specifications and the 2015 IRC. Thank you for your attention to this matter. Please contact me with any questions you have. Very truly yours, DA CHARLES M. THOMAS R.A. 1 1 8 �+.' =�7tY,- >��A ,,' " "'�� •,:,�• ',, mow,.;r., ;e s > :y i+�•' '4'f��'... Nea¢a � sa�a." § 4`....�,.;„., ..�4 ^8°.e '�`•" z g'�����`�`�•$ �.'"„,�:`�.�'�',°A: ''f,'," ,rod."z Es' i A DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 33—WOOD I-JOISTS REPORT HOLDER: APA-THE ENGINEERED WOOD ASSOCIATION EVALUATION SUBJECT: PERFORMANCE RATED I-JOISTS icc 'cc icc PSG LISTED 0 "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPCJ Award in,Excellence" A Subsidiary of'�COpErCOUN�C�IIr ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or unplied, as to any finding or other matter in this \ report, or as to any product covered by the reportr SOBEC 17065 eay .1000 Copyright°2018 ICC Evaluation Service, LLC. All rights reserved. 1 , EVALUATION SERVICEMost.Widely Accepted ICC-ES Evaluation Report ESR-1405 Reissued December 2017 Revised October 29, 2018 This report is subject to renewal December 2019. wwwAcc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 06 00 00—WOOD, PLASTICS AND EWS I joists," dated April 2012, for the performance rating COMPOSITES of prefabricated, performance-rated 1-joists (PRI) used Section:06 17 33—Wood[-joists in floors of residential construction. The standard is promulgated by APA—The Engineered Wood Association. REPORT HOLDER: The standard complies with the requirements of the codes specifically referenced in Section 1.0 of this report, and APA—THE ENGINEERED WOOD ASSOCIATION with ASTM D5055 and the ICC-ES Acceptance Criteria for Prefabricated Wood I-joists (AC14). PRI-400 also complies EVALUATION SUBJECT: with the code sections referenced in Section 2.0 of this report. PERFORMANCE RATED I-JOISTS 3.2 Materials: ADDITIONAL LISTEES: 3.2.1 Flanges:The flanges are sawn lumber or structural composite lumber (SCL), with both flanges having a EACOM TIMBER CORPORATION minimum net width and thickness of 11/2 inches (38 mm), except the minimum flange thickness can be 15/16 inches BOISE CASCADE WOOD PRODUCTS, LLC (33.3 mm) for structural composite lumber. The structural composite lumber used as flanges are recognized in an INTERNATIONAL BEAMS ICC-ES evaluation report issued to the manufacturer of the structural composite lumber, or are recognized in the NORDIC STRUCTURES, ICC-ES evaluation report issued to the I-joist manufacturer. The structural composite lumber has a minimum equivalent ROSEBURG FOREST PRODUCTS specific gravity of 0.42, as it relates to fastener capacity. Sawn lumber flanges have a minimum specific gravity STARK TRUSS COMPANY,INC. of 0.42. The top flange is the same size, type, grade and species as the bottom flange. 1.0 EVALUATION SCOPE 3.2.2 Webs: The webs have a minimum thicknes$ of Compliance with the following codes: 3/6 inch (9.5 mm) and are Exposure 1, exterior-grade, ■ 2018, 2015, 2012 and 2009 International Building plywood or oriented strand board panels, and comply with Code(IBC) DOC PS-1 or DOC PS-2. ■ 2018, 2015, 2012 and 2009 International Residential 3.2.3 Adhesive: The webs are adhered to the flanges Code(IRC) with exterior-type adhesive complying with ASTM D2559 and Section 5.4.3 of ASTM D5055. Properties evaluated: 4.0 DESIGN AND INSTALLATION ■ Structural ■ Fire resistance 4.1 Design: 2.0 USES Designed installations of the I-foists must be based on the allowable design properties in Table 1. Holes in webs of The prefabricated wood I-joists described in this report are joists must comply with Figure 1 and Table 2 Where used as floor joists, roof rafters and blocking to support required by Table 1 and the notes to Figure 2, web code-required loads.The wood 1-joists comply with Section stiffeners at joist supports must comply with Figure 2 2303.1.2 of the IBC; and Section R502.1.2 of the 2018 and 2015 IRC, Section R802.1.8 of the 2018 IRC, and Section 4.2 Installation: R502.1.4 of the 2012 and 2009 IRC, for allowable stress 4.2.1 General: 1-joists produced by manufacturers listed design. in this report, or those complying with the requirements of 3.0 DESCRIPTION PRI-400 and recognized in a separate ICC-ES evaluation report issued to the 1-joist manufacturer, must be installed 3.1 General: in accordance with this report. The separate evaluation The prefabricated wood 1-foists described in this report report Issued to the 1-foist manufacturer must indicate the comply with the "PRI-400 Performance Standard for APA 1-joists have been evaluated for compliance with this ICC-ES Evahianon Reports are not to be const tied as repr esentaig aesthetics a miy other atu(bates not specifically addresser!,not are dyer to be cominied as an enrloi senreiu of die stib/ect o/the i epai I in a i eco nrnendanon foi its use Ther a is no wan anty by ICC Evahiatmn Ser vice,LLC,exp ess oi miphed,as ::Gd to any finding at other matter tit this i epor t,at as to any pi oduct cover ed by the i epor t Copynght©2018 ICC Evaluation Service,LLC All rights reserved Page 1 of 12 ESR-1405 1 Most Widely Accepted and Trusted Page 2 of 12 report, and that they are to be installed in accordance with 4.2.2.3 Assembly 3: The assembly must consist of a this evaluation report and the separate report single-layer floor of minimum 3/4-inch (19 1 mm) tongue- The Hoist properties in this evaluation report are based and-groove plywood, or minimum 23/32-inch (18.3 mm) on ]-joists installed such that the in-service moisture tongue-and-groove APA wood structural panels (exposure content of the joists does not exceed 16 percent 1 or exterior-grade), conforming to DOC PS-1 or PS-2, or an ICC-ES evaluation report, with I-joists spaced up to The compression flange of the joists must have 24 inches (610 mm) on center, and a ceiling of two layers continuous lateral support In single-span, simply- of 1/2-inch-thick (12.7 mm), Type C gypsum board [two supported conditions, the compression flange is the top layers of 5/8-inch-thick (15.9 mm), Type X gypsum board flange of the joist, and lateral support is normally provided must be used for installations using 1-joists flanges smaller by the floor sheathing attached to the top flange. Lateral than 11/2 by 13/4 inches (38 by 44.5 mm)] applied to the support for the I-joist bottom flange must be provided at bottom chord. Minimum flange dimensions of the Hoists interior supports of multiple-span joists, and the support are 15/16 inches by 11/2 inches(33 mm by 38 mm). adjacent to the unsupported end of cantilevered joists. The floor sheathing must be installed in accordance with The ends of joists must be restrained to prevent rollover. code requirements or with applicable ICC-ES evaluation This restraint is normally provided by diaphragm sheathing reports,with all butt joints located on framing members attached to the top flange and to an end wall or a shear- The first layer of gypsum board must be attached with transfer panel capable of transferring a force of 50 pounds 5 per foot (730 N/m) Blocking with equivalent strength is 1 /8-inch-long (41.3 mm), Type W screws spaced up to permitted to be used. 12 inches (305 mm) on center. The second layer of gypsum board must be installed with the joints staggered Concentrated loads in excess of 1,500 pounds (6672 N), from the first layer and must be fastened with 2-inch-long applied to the top flange of the I-joist, require installation of (51 mm) [21/4 inches (57 mm) long for 5/8-inch (15.9 mm) web stiffeners in accordance with Figure 2, except the gap gypsum board], Type W screws spaced up to 12 inches must be at the bottom flange. Blocking or squash blocks (305 mm) on center in the field and up to 8 inches must be installed where concentrated loads occur at I-joist (203 mm) on center at the butt joints. Type G screws, supports. 11/2 inches (38 mm) long [13/4 inches (44 5 mm) long for Spacing for nails installed in sawn lumber flanges of 5/8-inch (15.9 mm) gypsum board], must be spaced up to I-joists must be sufficient to prevent splitting of the wood. 8 inches (203 mm)on center and up to 6 inches (152 mm) Allowable loads for nails in solid-sawn-lumber flanges each side of the butt joint The second layer must be must be in accordance with the allowable loads specified finished with joint tape and compound. in the applicable code for spruce-pine-fir with a specific Resilient channels are permitted to be used as part of the gravity of 0.42 ceding attachment system, provided they are spaced up to Spacing for nails installed in SCL flanges of joists must 16 inches (406 mm) on center The resilient channels are be sufficient to prevent splitting of the wood. Allowable permitted to be spaced up to 24 inches (610 mm) on loads for nails installed in SCL flanges must be in center, if I-joists are spaced up to 16 inches (406 mm) on accordance with those in the applicable code for solid- center The channels are fastened perpendicular to sawn lumber with a specific gravity of 0 42 Fastener type joists with 1-inch-long (25.4 mm), case-hardened-steel, and fastener penetration into the top flange of the I-joist, 0 15-inch-diameter-shank (0.38 mm), self-drilling, self- for fasteners attaching subfloor sheathing or combination tapping, Phillips-head screws. The ceiling must be subfloor/underlayment to the I-joist, must comply with the attached to the resilient channels as described above, requirements of the applicable code. For engineered except 1-inch (254 mm), Type S screws and 15/8-inch design, the designer must specify the proper I-joist (41.3 mm), Type S screws must be used for the first and designation and flange configuration to match the second layers, respectively, spaced at up to 12 inches calculation assumptions. (305 mm)on center. 4.2.2 One-hour Fire-resistive Floor-ceiling Assemblies: When used as a roof-ceiling assembly, the decking is I-joists produced by manufacturers listed in this report, permitted to be any wood deck specified in the code, and or complying with the requirements of PRI-400 and the I-joist spacing is permitted to exceed 24 inches recognized in a separate ICC-ES evaluation report issued (610 mm) on center However, when the I-joist spacing to the 1-joist manufacturer, may be used as wood structural exceeds 24 inches (610 mm), the ceiling attachment framing members in one-hour fire-resistive floor-ceiling system, including the resilient channels, must be applied to assemblies when the assemblies are constructed in stripping spaced up to 24 inches (610 mm)on center The accordance with Sections 4.2.2.1 through 4 2 2 4 of this attachment to the stripping is similar to the previously report. described attachment to the joists. The stripping must be either nominal 2-by-4-inch, construction-grade Douglas fir 4.2.2.1 Assembly 1: The assembly must be as described lumber [for spans of up to 5 feet (1524 mm)] attached to in Figure 3. the bottom chord with two 10d box nails, or material and 4.2.2.2 Assembly 2: The I-joists are permitted to be used attachment of equivalent strength. in lieu of the wood joists or trusses in the one-hour floor- 4.2.2.4 Other Fire-resistive Assemblies: The 1-joists ceiling assemblies described in ICC-ES evaluation report described in this report may be used in the assemblies ESR-1338, and described in item 21-1.1 of 2018, 2015 and described in 2018, 2015 and 2012 IBC Table 721 1(3) and 2012 IBC Table 721 1(3) and 2009 IBC Table 720 1(3). 2009 IBC Table 720 1(3), Item Numbers 23-1.1 through Minimum flange dimensions for the joists are 1.5 inches 28.1.1,and Item Number 30-1 1 (2018 and 2015 IBC only), (38 mm) for width and 15/16 inches (33 mm) for thickness. provided the I-joists used meet the criteria described in the The thickness of wood structural panels for the floor must table's "Floor or Roof Construction" column For the not be less than 1/2 inch (12 7 mm), nor less than required purposes of the minimum flange area requirement of 2 3 by the applicable code. square inches (1480 mm2) in Item Number 23-1.1, a ESR-1405 I Most Widely Accepted and Trusted Page 3 of 12 11/2-by-1 1/2-inch (38 mm by 38 mm)flange havin�q a cross- 7.2 The report holder's contact information is the sectional area of 2 25 square inches (1450 mm ) may be following* considered sufficient APA—THE ENGINEERED WOOD ASSOCIATION 4.3 Fire Protection of Floors: 7011 SOUTH 19TH STREET The 1-joists described in this report, when installed and TACOMA,WASHINGTON 98466 protected as specified in Figure 4, meet the provisions of (253)565-6600 2018 and 2015 IRC Section R30213 and 2012 IRC www.apawood.orghelp(c�apawood.org Section R501 3 The I-joists described in this report, when installed and protected as specified in Figures 5 through 9, are alternatives to the 2-by-10 dimensional lumber 7.3 The additional listees' contact information is the prescribed in 2018 and 2015 IRC Section R302.13 and following: 2012 IRC Section R501.3 Exception 4, and have met the EACOM TIMBER CORPORATION requirements for a floor assembly demonstrating 1195 PEOPLES ROAD equivalent floor performance SAULT STE.MARIE, ONTARIO P6C 3W7 5.0 CONDITIONS OF USE CANADA The Performance Rated 1-joists described in this report BOISE CASCADE WOOD PRODUCTS,LLC comply with, or are a suitable alternative to what is POST OFFICE BOX 2400 specified in, those codes listed in Section 1 0 of this report, WHITE CITY,OREGON 97503-0400 subject to the following conditions: 5.1 The 1-joists must be produced by a manufacturer INTERNATIONAL BEAMS listed in this report or must be evaluated in a current 240 SOUTH PINEAPPLE AVENUE,SUITE 510 ICC-ES evaluation report issued to the I joist SARASOTA, FLORIDA 34236 manufacturer. NORDIC STRUCTURES 5.2 The design and installation must comply with this 1100 DE LA GAUCHETIERE STREET WEST, report and the wood design provisions noted in the SUITE 504 applicable edition of the National Design MONTREAL, QUEBEC H313 2S2 Specification° for Wood Construction (NDS) CANADA referenced in the applicable code 5.3 Drawings and design calculations demonstrating ROSEBURG FOREST PRODUCTS compliance with this report must be submitted to the POST OFFICE BOX 1088 building official. The drawings and calculations must ROSEBURG,OREGON 97470 be prepared by a registered design professional where required by the statutes of the jurisdiction in STARK TRUSS COMPANY, INC. which the project is to be constructed 6855 CHESTNUT RIDGE ROAD NW BEACH CITY,OHIO 44608 5.4 No cutting of I-joist flanges is permitted. 5.5 The 1-joists must be produced at the manufacturing plants noted in Table 3, under a quality-control program with inspections by ICC-ES and APA—The Engineered Wood Association (AA-649). 6.0 EVIDENCE SUBMITTED 6.1 PRI-400 Performance Standard for APA–EWS I-joists, dated April 2012. 6.2 Data verifying compliance with the ICC-ES Acceptance Criteria for Prefabricated Wood 1-joists (AC14), dated October 2017 (Editorially revised May 2018) 6.3 Vertical uniform load transfer data in accordance with Section 3.2 of the ICC-ES Acceptance Criteria for Rim Board Products (AC124), dated October 2016 (Editorially revised March 2018). ' 6.4 Reports of fire tests conducted in accordance with ASTM E119. 7.0 IDENTIFICATION 7.1 The Hoists must be identified by a stamp indicating the product designation, the evaluation report number (ESR-1405), the manufacturer's name, and the name and logo of the inspection agency (ICC-ES and APA—The Engineered Wood Association). ESR-1405 I Most Widely Accepted and Trusted Page 4 of 12 TABLE 1-DESIGN PROPERTIES FOR APA EWS PERFORMANCE-RATED I-JOISTS' Rrl6t(Ibf) JOIST JOIST EI(2) M;3i Vri4i End Reaction VLC(') Ki9i6 DEPTH x10 x10 SERIES , (Ibf-ft) (Ibf) Intermediate 1 /4'Bearing 4"Bearing Ibf/ft (in) (Ibf-In ) Reaction l6i Web Stiffeners? ( ) (Ibf) No Yes No Yes PRI-20 132 2,520 1,120 1,700 830 830 1,120 1,120 2,000 494 PRI-30 159 3,225 1,120 1,905 945 945 1,120 1,120 2,000 494 91/2" PRI-40 184 2,735 1,120 2,160 1,080 1,080 1,120 1,120 2,000 494 PRI-50 186 3,800 1,120 2,040 1,015 1,015 1,120 1,120 2,000 494 PRI-60 219 3,780 1,120 1 21160 1,080 1,080 1,120 1,120 2,000 1 494 PRI-20 225 3,265 1,420 1,700 830 830 1,420 1,420 2,000 618 PRI-30 271 4,170 1,420 1,905 945 945 1,420 1,420 2,000 618 PRI-40 313 3,545 1,420 2,500 1,200 1,200 1,420 1,420 2,000 618 117/e' PRI-50 316 4,915 1,420 2,040 1,015 1,015 1,420 1,420 2,000 618 PRI-60 371 4,900 1,420 2,500 1,200 1,200 1,420 1,420 2,000 618 PRI-70 416 6,595 1,420 2,335 1,160 1,160 1,420 1,420 2,000 6.18 PRI-80 518 6,940 1,420 2,760 1,280 1,280 1,420 1,420 2,000 618 PRI-90 571 8,770 1,925 3,355 1,400 1,400 1,885 1,925 2,000 618 PRI-40 459 4,270 1,710 2,500 1,200 1,200 1,550 1,710 2,000 7.28 PRI-50 463 5,860 1,710 2,040 1,015 1,015 1,550 1,710 2,000 7.28 14" PRI-60 544 5,895 1,710 2,500 1,200 1,200 1,550 1,710 2,000 728 PRI-70 609 7,865 1,710 2,335 1,160 1,160 1,550 1,710 2,000 728 PRI-80 756 8,360 1,710 3,020 1,280 1,280 1,550 1,710 2,000 728 PRI-90 832 10,460 1 2,125 3,355 1,400 1,400 1,885 2,125 2,000 728 PRI-40 625 4,950 1,970 2,500 1,200 1,200 1,550 1,970 2,000 8.32 PRI-50 630 6,715 1,970 2,040 1,015 1,015 1,550 1,970 2,000 832 16" PRI-60 739 6,835 1,970 2,500 1,200 1,200 1,550 1,970 2,000 8.32 PRI-70 826 9,010 1,970 2,335 1,160 1,160 1,550 1,970 2,000 832 PRI-80 1,024 9,690 1,970 3,020 1,280 1,280 1,550 1,970 2,000 832 PRI-90 1,126 11,985 2,330 3,355 1,400 1,400 1,885 2,330 2,000 8 32 For SI: 1 ft=305 mm,1 inch=25 4 mm; 1 Ibf=4 448 N 'The tabulated values are design values for normal duration of load(10 years). All values,except for EI,VLC and K,are permitted to be adjusted for other load durations in accordance with the NDS The VLC values must be decreased for permanent loads per the NDS,but are not permitted to be Increased for shorter durations. 2Reference design bending stiffness(EI)of the]-joist 3The reference design moment(Mr)of the Hoist must not be increased by any repetitive member use factor 4Reference design shear(Vr)of the I-joist 6-rhe reference design reactions(Rr),after being adjusted by the load duration factor,CD,must meet the following requirement: Rr(CD) < FcL(Cb)(bbrg)(Lbrg) Where. F"1= Reference compression design value perpendicular to grain(Ibf/Inz) Use the lesser of the Fra for the I-joist flange(refer to manufacturer)or the Fel for the supporting member Cb = Bearing area factor as defined in Section 3 10 4 of the NDS,if applicable. bbrg= Bearing width of the 1-joist(In) Typically equal to the flange width minus 0.15 inch edge easing(refer to manufacturer) Lbrg= Bearing length of the 1-joist(in) 6Intermediate reaction design values are based on a minimum bearing length of 31/2 Inches,without web stiffeners 7Interpolation of end reaction design values between tabulated bearing lengths Is permitted,with or without bearing stiffeners 8Vertical load capacity(VLC),for transfer of vertical uniform loads when]-joists are used as continuously-supported blocking 9Deflection calculations must account for shear deformation,using the tabulated reference shear stiffness coefficient(K) For example, deflections of 1-joists under uniform load or center-point load In simple-span applications are calculated as follows Uniform Load 8= 5aoe' +we2 Center-Point Load S= Pe' +2PP 384ET K' 48EP K' Where 8 = Calculated deflection at center span(Inches). Q = Design span(Inches) EI'= Bending stiffness,adjusted per NDS Section 7 3(Ibf-in2). w = Uniform load(Ibf/In) K' = Shear stiffness coefficient,adjusted per NDS Section 7 3(Ibf) P = Center point load(Ibf) ESR-1405 I Most Widely Accepted and Trusted Page 5 of 12 Rules for cutting holes in the webs of PRI Joists 1 The distance between the inside edge of the support and the centerline of any hole must be in compliance with the requirements of Table 2 2 1-joist top and bottom flanges must NEVER be cut,notched,or otherwise modified 3 Whenever possible,field-cut holes should be centered vertically along the depth of the web 4 The maximum size hole that can be cut into an 1-joist web must equal the clear distance between the flanges of the 1-joist minus 1/4 inch A minimum of inch should always be maintained between the top or bottom of the hole and the adjacent 1-joist flange. 5 The sides of square holes or longest sides of rectangular holes must not exceed three fourths of the diameter of the maximum round hole permitted at that location 6 Where more than one hole is necessary,the distance between adjacent hole edges must exceed twice the diameter of the largest round hole or twice the size of the largest square hole (or twice the length of the longest side of the longest rectangular hole)and each hole must be sized and located in compliance with the requirements of Table 2 7 Knockouts may be utilized anywhere they occur,and may be ignored for purposes of calculating minimum distances between holes 8. A maximum 11/2-inch-diameter hole can be placed anywhere in the web(including along cantilevered spans)provided that it meets the requirements of 6 above. 9 Except for factory knockouts and maximum 11/2-inch-diameter holes (see note 8 above), the near edge of web holes must be at least 6 inches away from the nearest edge of a reaction(measured horizontally along the 1-joist) 10 All holes must be cut in a workman-like manner in accordance with the restrictions listed above and as illustrated in Figure 1 11. Limit 3 maximum size holes per span. 12 A group of round holes at approximately the same location is permitted if they meet the requirements for a single round hole circumscribed around them Minimum distance from face of support to the center of hole.See Table 2. —See Rule 12 7. .�:, •s„a ; ,y<"'+..gyp y`� „L'/�'.�..—.— �.` Vtl ----------------------` kydraMeter 2x diameter of larger hole Knockouts are prescored holes often provided by 1-joist manufacturers for the contractor's convenience to install electrical or small plumbing lines.They are typically 1-3/8 to 1-3/4 inches in diameter,and are spaced 12 to 24 inches on center along the length of the 1-joist.Where possible,it is preferable to use knockouts instead of field-cutting holes. FIGURE 1—TYPICAL HOLES ESR-1405 I Most Widely Accepted and Trusted Page 6 of 12 TABLE 2—LOCATION OF CIRCULAR HOLES IN PRI JOIST WEBS,SIMPLE OR MULTIPLE SPAN FOR DEAD LOADS UP TO 10 PSF AND LIVE LOADS UP TO 40 PSF''2,3,45 MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO CENTER OF HOLE(ft-in.) JOIST JOIST Round Hole Diameter(in) DEPTH SERIES SAFE (in) 2 3 4 5 6 6114 7 8 85/8 9 10 103/4 11 12 123/4 PRI-20 13'-1" 0'-7" 0'-11" 2'-2" T-6" 5'-0" 5'-5" PRI-30 13'-9" 0'-9" 2'-0" 3'-3" 4'-T' 6'-1" V-6- 91/2" FPRI-4 14•-4" 0'-7" 1'-8" S-0" 4'-4" 5'-9" 6'-3" 14'-5" 1'-1" 2'-4" T-8" 5'-0" 6'-6" 6'-11" 15'-0" 1'-7" 2'-10" 4'-2" T-7" 7'-1" T-6" PRI-20 13'-5" 0'-7" 0'-8" 0'-8" 0'-9" 1'-11" 2'4" T-T' 5'-8" T-0" PRI-30 15'-0" 0'-7" U-8" 0'-8" 1'-9" 3'4" 3'4- 5'-0" 6'-10" 8'4" PRI-40 16'-7" 0'-7" 0'-8" 1'-2" T-5" T-9" 4'-1" 5'-1" 6-8" 7'-11" PRI-50 16'-1" U-7" 0'-8" U-11" 2'-5" 4'-1" 4'-6" 5'-9" T-7" 8'-10" PRI-60 17'-10" 0'-7" 1'-9" T-0" 4'-4" 5'-9" 6'-1" 7'-2" 8'-9" 9'-10" PRI-70 18'-5" 0'-7" T-2" 2'-5" T-9" 5'-2" T-7" 6'-11" 8'-10" 10'-1" PRI-80 19'-7" 1'-8" T-0" 4'-3" 5'-7" 7'4" 7'-5" 8'-7" 10'-2" 11'4" PRI-90 20'-2" 0'-7" 0'-8" 1'-1" 2'-9" 4'-6" 5'-0" 6'-5" 8'-5" 9'-9" PRI-40 18,-3" 0'-7" 0'-8" 0'-8" 0'-9" 1'-10" 2'-2" 3'-2" 4'-7" 5-5" 6'-0" T-7" 9'4" PRI-50 16-1" 0'-7" 0'-8" 0'-8" 0'4" U-9" 1'-0" 2'-5" 4'4" 5'-7" 6'-5" 8'-7" 10'-5" 14" PRI-60 19,-9" 0'-7" 0'-8" 0'-8" 1'-7" 2'-10" S-3" 4'-6" 6'-3" 7'4" 8'-1" 10'-0" 11'-8" PRI-70 18'-6" U-7" 0'-8" 0'-8" 0'-11" 2'-6" 2'-11" 4'-2" 5'-11" T-0" T-10" 10'-1" 12'4" PRI-80 22'-2" 0'-7" 1'-9" T-0" 4'-4" S-8" 6'-1" T-1" 8'-7" 9'-7" 10'-3" 11'-11" 13'-5" PRI-90 22'-10" 0'-7" 0'-8" 0'-8" T-1" 3'4" 4'-1" 5'4" T-1" 8'-3" 9'-0" 11'-0" 12-7" PRI40 19,-8" 0'-7" 0'-8" 0'-8" 0'-9" 0'-9" 0'-10" 1'-5" 2'4- 3,-7" 4'-1" 5'-6" 6'-7" 7'-0" 8'-9" 10'-9" PRI-50 16,-1" 0'-7" 0'-8" 0'-8" 0'-9" 0'-9" U-10" 0'-10" 0'-10" 1'4" 2'-6" 4'-6" U-0" 6'-7" 9'-3" 11'-7" 16" PRI-60 19'-9" 0'-7" 0'-8" 0'-8" 0'-9" 0'-9" 0'-10" 1'-10" T-6" 4'-6" 5'-2" 6-11" 8'-6" 9'-1" 11'-5" 13'-4" PRI-70 18'-6" 0'-7" 0'-8" 0'-8" U-9" 0'-9" 0'-10" 1'-0" 2'-11" 4'-1" 4'-10" 6'-11" 8'-7" 9'-1" 11'4- 13--5- PRI-80 23'-11" 0'-7" U-8" 0'4" 1'-7" 2'-11" T-3" 4'-6" 6'-2" T-3" T-11" 9'-9" 11'-3" 11'-9" 13'-11" 15'-7" PRI-90 25'-3" U-7" 0'-8" 0'-8" 0'-10" 1 2'4" 2'-8" 3'-10" 5'-5" 6'-5" 7'4" 8'-10" 10'-2" 10'-8" 12'-11" 14'-10" For SI:1 ft=305 mm,1 inch=25.4 mm 'Tabulated values apply where I-joists are spaced 24 inches on center or less. 2Hole location distance is measured from inside face of supports to center of hole 3Distances in this chart are based on uniformly loaded joists 4Tabulated values are based on the allowable spans given in PRI-400,which assume the]-joists act compositely with glued and nailed floor sheathing(See APA PRI-400).For�multiple-span applications,the lengths of end spans must be at least 40%of the adjacent span length 5Joists with web hole locations and/or sizes that fall outside of the scope of this table must be analyzed based on the actual hole size,joist spacing,span and loading conditions The]-joist shear capacity at the location of a circular web hole,Vfi,is calculated using the following equation.V,,=Published Shear Value x[(Joist Depth–Hole Diameter)/Joist Depth]. 6SAF=Span Adjustment Factor,used as defined below OPTIONAL: Table 2 is based on the I-joists being used at their maximum span If the I foists are placed at less than their full allowable span,the minimum distance from the centerline of the hole to the face of any support(D)as given above may be reduced as follows D —I aceta'x D as"tea— SAF Where Dre&ac d = Distance from the inside face of any support to center of hole,reduced for less-than-maximum span applications (ft).The reduced distance must not be less than 6-inches from the face of support to edge of the hole Lamas = The actual measured span distance between the inside faces of supports(ft). SAF = Span Adjustment Factor given in Table 2 D = The minimum distance from the inside face of any support to center of hole from Table 2 above. If SAF is greater than 1,use 1 in the above calculation for SAF ESR-1405 I Most Widely Accepted and Trusted Page 7 of 12 Requirements for web stiffeners. 1. Wood Structural Panel web stiffeners must be placed on each side of the 1-foist web at. a) Hangers with side nailing b) Hangers with a side,which do not support top flanges of 1-joist c) Locations where concentrated loads in excess of 1,500 pounds are applied to the top flange of the 1-joist between supports,or in the case of cantilever,anywhere between the cantilever tip and the support d) At exterior supports in engineered applications where concentrated loads cause exterior reaction loads to exceed 1,550 pounds 2. Web stiffeners must be made of Utility grade SPF(south)or better for lumber and/or Sheathing grade or better for wood structural panels CONCENTRATED LOAD END BEARING Flong©width Flange width (Load stiffener) (Searing stiffener) 1-3/4° greater than Tight Joint Gap or less 1-314° No Gap t—I t 1 =1/8•-1/4• H-HI-118°-1/d° Gap is 2"� Gap O O Clinch {4j 8d nails, -i- -F OR Od required } nails 3l-2joists wih O f O clinched flange width 2! No 2L No Gap G0P Tight Joint See below for web No Gap stiffener size requirements FIGURE 2—PRI MOIST WEB STIFFENER CONSTRUCTION DETAILS Web stiffener size required I-JOIST FLANGE WIDTH WEB STIFFENER SIZE REQUIRED ON EACH SIDE OF WEB 11/2' 15/32'x 25/4'minimum width 13/4" 19/32'x 25/16"minimum width 25/jr," 1"x 25/16'minimum width 21/2' 1"x 25/18"minimum width 31/2" 11/2'x 25/16"minimum width For SI: 1 inch=25.4 mm. TABLE 3—MANUFACTURERS AND THEIR LOCATIONS MANUFACTURER LOCATION EACOM Timber Corporation 1195 Peoples Road,Sault Ste Marie,Ontario P6C 3W7,Canada Boise Cascade Wood Products,LLC 1000 North Park Drive,Roxboro,North Carolina 27573 70 Rue Industrielle,St Jacques,New Brunswick E7B 1T1,Canada International Beams 480,Rue Jocelyn-Bastille,CP 10,Pohenegamook,Quebec GOL 1JO,Canada 10 Rouse Street,Tdlsonburg, Ontario N4G 5W8,Canada Nordic Structures 521,Chemin Merrill,C P 216,Chibougamau,Quebec G8P 2K7,Canada Roseburg Forest Products 4500 Riddle By-Pass Road,Riddle,Oregon 97469 Stark Truss Company,Inc 6855 Chestnut Ridge Road NW,Beach City,OH 44608 ESR-1405 Most Widely Accepted and Trusted Page 8 of 12 t - 2 \ LIP I 1 I b' ?v 4----I 5------ b FIGURE 3—ONE-HOUR FIRE-RESISTANCE-RATED FLOOR-CEILING ASSEMBLY(Ceiling—one layer of%-inch or 5/8-inch gypsum wallboard,attached to furring channels spaced 24 inches on center) 1 Single Floor–APA Rated Sturd-I-Floor wood structural panels(Exposure 1 or Exterior)with tongue-and-groove edges and conforming to APA Standard PRP-108, PS 1 or PS2, with thickness, span rating and fastening in accordance with code requirements or ICC-ES evaluation reports (minimum 23/32-inch nominal thickness) Installed with long dimension of panel (strength axis)or face grain of plywood perpendicular to joists with end joints staggered The panels must be nailed in addition to being glued to framing with construction adhesive conforming to ASTM D3498 (APA Specification AFG-01) The construction adhesive must be applied to the top flanges of ]-joists and perimeter framing using a nominal'/4-inch diameter bead of adhesive,with double beads applied where panel end joints butt A nominal '/4-inch diameter bead of adhesive also is applied in the groove of tongue-and-groove edges of panels before joining panels together 2. Finish Flooring –Approved lightweight concrete floor topping (11/2 inches) or proprietary gypsum concrete floor topping optional over single floor, installed in accordance with an ICC-ES Evaluation Report Minimum thickness of gypsum concrete topping is /4 inch with Hoists spaced maximum 19 2 inches on center,or 1 inch with I-joists spaced 24 inches on center 3 Wood Structural Members–Minimum 91/2-inch deep wood 1-joists spaced maximum of 24 inches on center, installed in accordance with requirements of this report.Top and bottom flanges,minimum size 11/2-inch x 21/2-inch LVL or 11/2-inch x 21/2-inch lumber;minimum web thickness 3/8 inch Minimum 2 inches bearing on supports.Holes may be cut in web of 1-joist as permitted by this report 4 Insulation–1-inch-thick unfaced mineral wool batt insulation(minimum 6 pounds per cubic foot density)must be placed under the bottom flange of]-joists and supported on furring channels Edges of the insulation batts must be tightly buffed against the furring channel support clips and adjoining insulation batts,and ends must be located over furring channels 5 Furring Channels–Inverted hat-type channels,'/8-inch deep x 25/8-inches wide,formed of minimum 0 021-inch thick(25 gage)galvanized steel Channels must be installed perpendicular to kjoists in continuous rows spaced 24 inches on center. Channels must be attached to the bottom flange of each I-joist with one support clip(Simpson Strong-Tie Co.Type CSC)at each crossing Support clips must be nailed to I-joist flange with one 11 gage(0 1205-inch diameter)x 02-inch nail.At locations of end joints of gypsum wallboard, install double row of channels,centered 11/2 inches from panel ends Ends of channel must extend a minimum of 6 inches beyond the edge joint of adjoining " panels. Channel splices must be centered under the 1-joists and overlapped a minimum of 6 inches,and tied together with double strand of No 18 SWG galvanized steel wire near each end of overlap 6 Wallboard,Gypsum–Approved 1/2-inch or 5/,inch proprietary Type X gypsum wallboard,48 inches wide,installed perpendicular to furring channels (parallel to ]-joists)with end joints continuous or staggered Fasten to furring channels with 1-inch or 1'/e-inch Type S drywall screws spaced 12 inches on center Drywall screws must be driven so that they are flush with the face and do not damage the core of the wallboard,and must be located 11/2 inches from panel ends and a maximum of 6 inches from panel edges The wallboard must be • National Gypsum Fire-Shield Type C gypsum wallboard, • U S Gypsum Fire Code C gypsum wallboard 7 Finishing System (not shown)– Exposed face layer joints must be covered with tape and joint compound, and screw heads must be covered with joint compound. ESR-1405 Most Widely Accepted and Trusted Page 9 of 12 1/2-inch Gypsum Board Attached to Bottom of Flangela,b'al Floor sheathing - ti� I-loist - 1/2"gypsum board or 5/8"wood - r structural panel Crawl Space Exception(b) In accordance with Exception 2 of the 2018 and 2015 IRC Section R302 13 and 2012 IRC Section R501 3,floor assemblies located directly over a crawl space not intended for storage or fuel-fired appliances do not require membrane protection Floor sheathing - I-joist 'A Automatic Sprinkler Exception(`) In accordance with Exception 1 of the 2018 and 2015 IRC Section R302 13 and 2012 IRC Section R501 3,floor assemblies located directly over a space protected by an automatic sprinkler system do not require membrane protection. Floor sheathing •.• r V ^< ;F 1 I-joist - - - Automatic sprinkler system (A) Floor sheathing Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503 (B) Hoist Installation in accordance with Section 4.0 of this report. Max 24 inches on center spacing. Applicable to all flange sizes Minimum web thickness of 3/8 inch. Adhesives used shall be as described in the quality manual approved by APA. (C) 1/2-inch gypsum board Materials and installation in accordance with 2018,2015 and 2012 IRC Section R702 3.1 or equivalent 1x3 (nominal)wood furring strips are permitted to be installed perpendicular to the bottom flange of the Hoists at 16 inches on center provided that the gypsum boards are directly attached to the furring strips using 1-1/4-inch(32-mm)Type W drywall screws at 12 inches 305 mm)on center Gypsum board not required to be finished with tape and joint compound;or /8-inch wood structural panel Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503 2 or equivalent. Wood structural panel not required to be finished with wood filler or sanded (D) Automatic sprinkler system System in accordance with Section P2904 of the 2018,2015 and 2012 IRC,NFPA 13D,or other equivalent sprinkler systems Notes (a) In accordance with Exception 3 of the 2018 and 2015 IRC Section R302.13 and the 2012 IRC Section 8501 3,portions of floor assembly can be unprotected when complying with the following 1) The aggregate area of the unprotected portions shall not exceed 80 square feet 2) Fire blocking in accordance with 2018,2015 and 2012 IRC Section R302 11 1 shall be installed along the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly (b) Insulation maybe required for energy code compliance purposes Check with the local building official for specific jurisdictional requirements (c) In accordance with 2018,2015 and 2012 IRC Section P2904,partial residential sprinkler systems are permitted to be installed only when the entire dwelling unit is not required to be equipped with a residential sprinkler system Check with the local building official for specific jurisdictional requirements (d) Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted FIGURE 4-2018,2015 AND 2012 IRC FLOOR ASSEMBLY DETAILS For SI 1 inch=25 4 mm ESR-1405 Most Widely Accepted and Trusted Page 10 of 12 1/2-inch Gypsum Board Attached to Web(') Floor sheathing [-joist i= mm l 1/2"gypsum board G _ .. Fastener Installation Requirements at Web Holes P` t 4. I-joist web OR 1/2"gypsum board f,r - I-joist web ( (A) Floor sheathing Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503 (B) I-joist•Installation in accordance with Section 4 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-1/2 inches thick x 2 inches wide Minimum web thickness of 3/e inch Adhesives used shall be as described in the quality manual approved by APA At hole location,fasteners shall be installed 1 inch from the edge of the gypsum board (C) 1/2-inch gypsum board Materials(entire length of I-foist)in accordance with 2018,2015 and 2012 IRC Section R702 3 1 (not required to be finished with tape and joint compound) Fasteners Minimum 1-inch screws(Type W or Type S)or nails installed 1 inch from edges and 16 inches on center,top and bottom. Fasteners may be staggered from top to bottom. Note' (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted FIGURE 5—FIRE PROTECTION:%-INCH GYPSUM BOARD DIRECTLY ATTACHED TO WEB 1/2-inch Gypsum Board Attached to Sides of Flange(') r — Floor sheathing - § I — — ----- 1/2°gypsum board 1 I i I - --= Fastener Installation Requirements at Web Holes 1•joist web «- I OR 1/2'gypsum board - f r._._------, .._._._ I•ja15t Web (A) Floor sheathing Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503 333 (B) Hoist Installation in accordance with Section 4 0 of this report Maximum 24 inches on center spacing Minimum flange size of 1-1/8 inches thick x 1-3/4 inches wide Minimum web thickness of 3/8 inch Adhesives used shall be as described in the quality manual approved by APA At hole location,fasteners shall be installed%inch from the edge and 1 inch from the end of the gypsum board. Maximum fastener spacing shall be no more than 8 inches on gypsum board above and below the hole (C) 1/2-inch gypsum board Materials(entire length of I-foist)in accordance with 2018,2015 and 2012 IRC Section R702 3 1 (not required to be finished with tape and joint compound) Fasteners Minimum 1-inch screws(Type W or Type S)or nails installed 1/2 inch from edges and 1 inch from ends,and 16 inches on center,top and bottom. Fasteners may be staggered from top to bottom Note (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted FIGURE 6—FIRE PROTECTION:'/,INCH GYPSUM BOARD DIRECTLY ATTACHED TO SIDES OF FLANGE For SI 1 inch=25 4 mm ESR-1405 Most Widely Accepted and Trusted Page 11 of 12 Mineral Wool Insulation(.) Floor sheathing .m,. ... I-Joist --Mineral wool insulation (A) Floor sheathing Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503 (B) I-joist•Installation in accordance with Section 4 0 of this report. Maximum 24 inches on center spacing Minimum flange size of 1-'/a inches thick x 2 inches wide Minimum web thickness of 3/e inch Adhesives used shall be as described in the quality manual approved by APA (C) Mineral wool batt insulation Minimum 2 5 Ib/ft3(nominal)and 3-inch-thick mineral wool batt insulation made of rock or furnace slag (ASTM C665 Type 1 compliant)installed as shown with insulation stay wire supports spaced no more than 24 inches apart and no more than 4 inches from ends of batts Use minimum of 151/4-inch-, 181/2-,and 23-inch-wide insulator batt when I foist spacing is 16 inches, 19.2 inches and 24 inches on center,respectively. Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted FIGURE 7—FIRE PROTECTION:MINERAL WOOL INSULATION '/2-inch Gypsum Board(') r---•19.2 inches maximum-- — Floor sheathing -- a d% G f.- Gypsum board length �• a' (see below) ,y ® 1/2°gypsum board Joist spacing(in.) Required length for gypsum boards(in.) 12 11-1/8± 1/8 16 15-1/8± 1/8 �J 19.2 ---- 18-114± 118 Nota: Gypsum board lengths shown above provide at least 114"bearing on the top of the bottom flange in each 1-joist as installed. (A) Floor sheathing.Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503 (B) I-joist Installation in accordance with Section 4 0 of this report. Maximum 19 2 inches on center spacing Minimum flange size of 1-1/8 inches thick x 2 inches wide. Minimum web thickness of 3/9 inch Adhesives used shall be as described in the quality manual approved by APA - (C) 1-layer Of gypsum board complying to ASTM C1396 provisions for gypsum wallboards,installed on the top of the bottom flange Mechanical fastener or adhesive attachment to the top of the bottom flange is not required. A maximum gap of s/16 inch between the edge of the gypsum and the Hoist web shall be permitted Note Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted FIGURE 8—FIRE PROTECTION:%-INCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE For SI 1 inch=25 4 mm | Most Widely Accepted and Trusted Page 12 of 12 %-inchGypsum aoard') Floor sheathi24 inches maximum ng \ Gypsum board length (see below) 5/8"gypsum board Joist spacing(in.) Requiredlength for gypsum boards(inq l2 ll'l/u� l/u la 15-1/8.tVu _ _ _ 19.2 >u�� l/u 24 23-1/8 Va Note: Gypsum board lengths shown above provide at lea*1w"bearing on the lop of the bottom flange meach I-joistas installed. (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503 , (o) Hoim-mntox�mnmuvoomunoo,wmSv�ion4.ommm� u �o . Maximum z4mnxnsonuvma,nnocmn. Mm/mumnonousize m1 � inches miuxxumohoovwue. wm/mumweb thickness u,^/8inch. Adhesives used shall uoaodescribed inthe quality manual approved by APA. (o) 1-layer m5/8-inch-tmm,gypsum board complying mASTM o1onnprovisions for gypsum wallboards,installed nnthe top,ofmobmuom flange. Mechanical x,�ono,oreohomwaouaohmentmmompmmobvuomnonneionmmnu/mu xmaximum gap ovminch between the edge u«the gypsum and the|-jo/stweb shall uopermitted Note (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings u,penetrations shall uepermitted FIGURE o--p|asPROTECTION:51,-ImcxGYPSUM BOARD INSTALLED omTOP opTHE BOTTOM FLANGE ' For:a1inch~uo4mm Fire Protection of Floors Constructed with I-Joists for Compliance with the m " Roseburg International Residential Cod09 A Forest Products Company www.Roseburg.com e . u } "�?r'" ''� !?�,' Ra�.�h��."=a,A �i;h,,�'st�`_g s��;�<Y> �`r��,: 1/2-INCH GYPSUM BOARD ATTACHED TO BOTTOM OF FLANGE d��-� f, Floorsheaihin el1111I1j4vlUlenQ ,� `•t,.�,:g 9 Y,,,.,.,s,.t,istu'-s.v'r :rr .✓r �A*, ,{,"`$r `,"�,'•4' nes'�' �.�.r t �v,.. GyYf'� d4;`!,�•;.4:3:,.,aF':�aa%�'�''`'°�S'.'(,px'bk3aj'Yq.43�`�.ilY.,.e'�"�l✓<•-{:4,<Y'�i7at"�6:f-F, 1=oist (max-24"o.c. 4 :�R�,�4�� „fire,''rateet�vex,y ', �s��;, I ) w 1/2°gypsum board mrpi -v *t '€4"a:,-;,iaaizl',''.i;'� �5 ors/8°Wood .rla.n,-,.-.' A,. "wr "H' �' y z' - structural panel 92E,,Ad �fair:re'si ei tial tli Qx 3 > �d` GYPSUM BOARD PLACED ON TOP OF BOTTOM FLANGE* $ semb�ethe ptro�nSlOriS{- (' *Minimum 1/T thick gypsum board for joists at 19.2"o.c.or less. Minimum 5/8"thick gypsum board for joists at 24"o.c. " t .RE s ,.. �1ist, f)V t Floorshealhing 1-joist vi, "fight galxg�steel #i�jXjjj19r (l 5/1 V gap max. Min.flange size:1-1/8"thick x 2"wide i 4,f'^'^n'c Gypsum boor y less�7 an Bx 1f1 .niomuial $, no connectors or adhesive r wired zriei siori,"lu b6i.; 1CI';r:s;;",; `''r`•" MINERAL WOOL INSULATION Floor sheathing FyLL ',ssruetiirilceim"osite:'luriiier ; I-joist(max.19.2"o.e.) •r`r`pT } 4 �`a, Min.flange size: E:', VIS ;ox ,. ;n':-:;r.:j�_, �- •- - 1-1 8"thick x 1 4"wide ;:,,' "a / / r A `7 Sfa �i kr 2- J_ . .3y w ",t`r?' As1Z5�1;3FOf a 2U1'2rItGuclTt , :r; Mineral wool insulation 1/2-INCH GYPSUM BOARD ATTACHED TO WEB " p*s. Section 8302:13 of tke 20 .«_ ;.,n; .,,. .-tie :;, - { <,s, ,, a„.” ', ;- r,„t:, ".:fir ','ZIIA. W: Floor sheathing I c ) ;;;r;:N,r�,. r.ks»,xrireS''�: ''�,,�'�r�-�,�, ..•„��°;�e��s�•,,�,;`,°� 1=oist max.24"o.e. N; Min.flange , b C:$'.'x'' ,�C.fa.,µ;"._ k•a;,<�," -„ �c�"n,; '"°�Ytr`. ?r.;isy, ;-'•;t', 1/2°gypsum board - 'w}-�"?R,v,,�'j ''"'�"'�'iR;:. ,;�,'h, s� .l„,,k,n Fastener „t 1Tia�.lOna�fflye ,}•t;1; 4",u; iti� } Tl . ',; ,•�_'' ; ��: r't`�< 1/2-INCH GYPSUM BOARD ATTACHED TO SIDES OF FLANGE SlO,W,Srt`SCL1pt1V0`ITlelO(�S'" Floor sheathing - - - - - - - -- - - - (Y, � [-joist(max.24"o.c.) OxYyuuO fire pxotechtm-O i a tb Min.flange size:l -1/8”thick x 1-3/4"wide ` '5� !.r.'+ttriY .�,c„'sfz,+Y�,n:�.ay .{'P. Y 1/2”gypsum board - , QgIQ�s,costicted wfh -' - - - - ---- -= - -= r, ar Fastener >x ”{; ixefabiGa eIW,O,Q( ;I�O1StS FIREBREAK”PROPRIETARY CERAMIC FIBER BLANKET INSULATION r;,,J'],�di�5'.��i �ki:,7+' w`:�r a*.�rf•i% t i.�<','":J- '- '� y '�` �?� '-';«'�:`oi:w�'��,`,'„�, �,:".in;'x.J>k";,"✓u�,r Fi¢':'=,zi;'1`, - - - � Floor sheathing Rostir�7IZFP I-joist(max.24"o.c.) rza „t. - y.i.`; c� flange size:1-1/2"thick x 2.3"wide r'•,Y�y'6,a,y�3ni^'(;v'' - „r,,j" 3/4"Ceramic fiber blar 'IA 5 :, Fastener(staple) n STRUCTURAL COMPOSITE LUMBER EXCEPTION Fort's ecl�i:Te wre lents ai>d .' ^pr In accordance with Fxception 4 of the 2012 IRC Section R501.3 and 2015 IRC Section R302.13,floor assemblies `' ; using dimension lumber or SCL equal to or greater than 2 x 10 nominal do not require membrane protection. �`��°'°�>;'11.nitatiOri$€regardrig,I'<��oisls-'�` Floorsheathing Mi 'tk r'€cr.';nd=rria„ t:'X, y y,:�F�.« �awxr*' 1 ',"'. ";rr n n,�,S � ,3,`',�-�:•,i ,.' - .}°,'�rs - r;,,J' ,�seryw`° - < ' ;`, t; Structural Composite Lumber ,(den”r1RC ",-r�O1StS�11111 ';U-;,E2;.,: '}", e.g.Roseburg RigidLam®LVL '4u%V,a "4;'r' APA' pI R �rSiS %K,r ,P`h, CRAWL SPACE EXCEPTION In accordance with Exception 2 of the 2012 IRC Section R501.3 and 2015 IRC Section R302.13,floor assemblies located tr m directly over a crawl space not intended for storage or fuel-fired appliances do not require membrane protection. y M (gasebi�rg RFI'I Jolsts}~ii g'i;,�:5.,��,44,. ..4 "" ..s;'fi=�` ":z,w�'.�..t.}x`w`7r;,•="�s^r�'µ' :m, ,t ,.sag4^�jp:,dyr, 5'•,yGe.r,a, >'�` `,s,, ',:�.;->xy r"' Floor sheathing r M t. I-10151 a+h�� � �qxt'�':x�"a�A-1a.„r ���'a '$a xw-`..Y, �n :� {i''i�q�;y,,;�7tiy�2U b;�,`ga�,,,:;�,^�'s.e J,{I'`;T'.+.''�i.qf.,, ��xi+� �$� r='�t"? 'r� ,�(�,';yf4,p :i`; „,1:'.•:.i.4✓'�6k-,,'=t`', `')> `' A. :«. .y=F4s' V r,,. AUTOMATIC SPRINKLER EXCEPTION `s `^' ""''A ''" ''s'm' r'1; ` +`;t .a, In accordance with Exception 1 of the 2012 IRC Section R501.3 and 2015 IRC Section 8302.13,floor assemblies located *'f '" directly over a space protected by an automatic sprinkler system do not require membrane protection. Floor sheathing '�, .'��.�;w,� �a.,5°r{'9^:^��zt;•:'�'t so'(�',cr;.^.,,s,ks;'q s.fr; y;.;s';�a.�•t ,�y,�` �-sro a:' 4 Hoist t7,fy, WC„n, ,`t+: •,;;.a<,,7w a, rj, r .;^.',r,~ts,_.p_:s�.4'+:J�..e�„'„k¢,",";r' �.��:;<,^>y'^,.. :�5,, `"`- :>;:.;.,' v,•, >€. 4>�a;" Automatic sprinkler system ��, 4'.�;*xc �A2"`'w»,�' •.- rw.:.::KvdiYL''.^u lT' Home Energy Ratingcertificate Prerty HERS l Ways AN 1 4 2019 Rating Type: Confirmed Certified Energy Rater: Michael Caruso JNS Rating Date: 2018-11-2 Rating Number: MF003 50 Laurel_Wa _ . _ Registry ID: 062987173 lf Laurel, N ,�5�� Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 48 Efficient Home Comparison: 52% Better Heating 68.5 $1501 61% General Information Cooling 2.9 $143 6% Conditioned Area 4092 sq. ft. House Type Single-family detached Hot Water 10.7 $276 11% Conditioned Volume 34978 cubic ft. Foundation Unconditioned basement Lights/Appliances 30.1 $541 22% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 112.2 $2478 looi Water Heating: Integrated, Natural gas, 0.95 EF, 80.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 17.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 20.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 100 cfm, 23.2 watts. 2018 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes ECCC New York State 2016 Building Shell Features Ceiling Flat R-49.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-35.0 Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-27.0 Infiltration Rate Htg: 1701 Clg: 1701 CFM50 Foundation Walls R-0.0 Method Blower door � / Michael Caruso k+t�/ i o 1 to9f-�/A Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 100.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 0.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 739 Clothes Dryer CEF 3.49 Fax# Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. ©1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. !Y J Energy Testing Services 2018 Combustion Safety Testing Form Certified Home Address: 50 Laurel Way City: Laurel Builder Name: JNS Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2018-11-02 Outdoors Temp During Test: 60 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System, Primary: Yes❑✓ No❑ Type: Furnace❑Boiler II Heat PumpQ Other❑ t z Venlitie Tope' Drtt t, S iD llaQe Sin Ildke, CO CO ,Efficiency Fue[Type - Circle T e) fiscal ,._ orst Case (Natural) orst.Case) atural) Ratin : •95 N[Z]PE]O❑E❑ NQN0MOS_0 N/A Pa. Pass❑✓ Fail❑_ PassE]Fail[I N/APPM NIA PPM Yes ❑✓ Tie,: Standard Tankarect ✓IndiTankless ElSize: 80.0 Style Common VentEl Pri mary: Water Heater Prim : No n Instantaneous OCommercial S 4 ( ee Note5below) (Gallons) Stand Alone s, Venting.Tyne 3 Drat Sin 11aQe Spillage(Natural) CO' CO E tciene . Fuel Type" Circle.T e Pascal orse'Case (Worse,Case ( yP) ( ) _ - -(�' ) ) EF: 95.0 N❑✓ P❑O❑E❑ N❑M❑S Q✓ N/A Pa. Pass❑✓ Fail❑ Pass✓❑_Fail N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 2✓ No❑ Oven CO 7 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. d Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: 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 or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2018-11-02 ' • • COMIVIENTS CIDan !1!lL,F. �' FOUNDATION(187) 'FOUNDATION (2ND) gill, 4 ROUGH FRAMING . PLUMBING ION It VOL T NO 1 � INSULATION PER N.Y-. STATE ENERGY CODE M 'A52 Wip SII � �1��"�.�1�'l ''��'►►�''l_: �. UlI9J,0 '' W 1�/1KA ADDITIONAL COMMENTS - - WIN �aI IM - • OWN M2A • - i • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 •4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 qgq Survey Southoldtownny.gov PERMIT NO. l/ Check Septic Form -MY.S.D.E.C. testees C.O.Application --FIeod Permit Examined JZ 2010 Wigle&Separate ® � D Truss Identification Form LIAR 1 2 2018 Storm-Water Assessment Form Contact: Approved 3/;&-,20Mail to: e '�.u�BUI LDIt'�'G BEET. Disapproved a/c TOWN OF80 0LD LO�c Phone: 5t(12 Expiration ,20 i Building nspector APPLICATION FOR BUILDING PERMIT Dateljo , 20 l� 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 ofthis application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the - property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing cod and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 077 ttq+"7 (Mailing address of applicant) State whether applicant is owner, lessee, agent architect; ngineer, general contractor, electrician, plumber or builder Name of owner of premises AztmyEw Mc r=A- L— (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 50 L "VA_::;L_ 10ki ihi - �1 House Number Street Hamlet County Tax Map No. 1000 Section 0-5— Block A, Lot z 2 Subdi ision L g4j,= L j&jk:�S Filed Map No. 10712 Lot Z I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy tel- b. Intended use and occupancyr 3. Nature of work(check which applicable): New Building v"' Addition Alteration Repair Removal Demolition Other Work 4 (Description) 4. Estimated Cost ®r'- Fee E-ITa e aid on filing this application) 5. If dwelling, number of dwelling units aNumber of dwellmgruts on each floor If garage, number of cars -2— ' ,>>§:F" 6. If mess, commercial or mixed occupancy, specify nature and extent of each type of use. ._ '( ,x 7. Dimensions of existing structures, t- ny: Front , aT as! ery Depth Height Nuer of Stories- Dimensions of same structurekith alterations or additions: Front Rear Depth H e4q ht Number of Stories 8. Dimensions of entire new construction: Front 6 Z _ Rear lo_ `( Depth 6'5 _4- Height Sd- 7" Number of Stories `Z 9. Size of lot: Front ttq Rear S Z-7 Depth /00"70 10. Date of Purchase �JQU ')_-o i'j Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO ✓ 14. Names of Owner of premises .yam A iFe-4-CLAddress Phone No. -6?2I qD Z t Z 3 4- Name of Architect Gt i mAgm:�� Address Phone No S71(o Zai z 3541 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 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 i/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE O NEW YORK) SS: COUNTY OFSJk� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is theG71.k_- / A:y (Contractor,Agent, Corporate Officer, etc.) of said ow er or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of__MC2ACh 20� acw q< Notary Publi Signature of Applicant Scott A. Russell ,��° � ST0][ MWA\T]E]k SUPERVISOR z MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAR 12 2018 ( TO BE COMPLETED BY THE APPLICANT ) DOES TRIS PROJECT INVOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) 0D A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Q❑ B. Excavation or filling involving more than 200 cubic yards of material isrr'�ftt within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date- District ate District NAME. Doug as E. 125 04 24.22 03/05/18 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information 631-727-2303 (rd*—N—bu) Reviewed By: Date. ?)— Property Address/ Location of Construction Work: — — — — — — — —Daa - 50 Laurel Way, Laurel Approved for processing Building Permit. 13 Stormwater Management Control Plan Not Required. Southold 11948 StormwattoE—ngin—eer—mg Management Control Plan is Required. 9 (Forward Department for Review.) FORM # SMCP-TOS MAY 2014 c7db APPLICANT: S.C.T.M.": 1000skmCHAPTER 236 (Property Owaer,Design Profenioul,Agent,Caatrictor,Other) — — '5,O �' 125 04 24.22 Stormwater Management Control Plan CHECK LIST ME: Douglas E. Adams section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. y:��Pies PrintDate: * The applicant must provide a Complete Explanation and/or Reason for not providing 7274230 03/05/18 all Information that has been Required by the following Checklistl 7dep mk Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST NA NO If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations,Please Provi 1 r. a. Location&Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing&Area of Proposed Land Disturbance. f. Existing&Proposed Contours of the Site (Minimum z Intervals Sl MENT CONTROLS ) _.., ' � _ • g. Location of all existing&proposed structures,roads, a inc ude but not be limited to: OlF SOUT driveways,sidewalks,drainage improvements&utilities. A well maintained Construction Fntrnoce, h. Spot Grades&Finish Floor Elevations for all existing& Wire Backed Silt Fencing stabinzatign proposed structures. I. Location of proposed Swimming Pool and discharge ring. 1 Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). CONC. WASHOUT M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Pian 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 INSPECTIONS ARE REQUIREL) rainfall/storm event. Contact TOS Engineering at 765-1560 before 3. Details&Sectional Drawings for stormwater practices are required for approval. Engineer's Certification Items requiring details shall include but not be limited to ain2se has heen installed to C0112, a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) ±X "**FOR ENGINEERIN EPARTME T PIE ONLY* *" Additional Information is Required. I Reviewed& I Stormwater Management Control Plan is Not Complete. Approved By: — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 o�SUFFO(�-BOG Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 _ —'S'�L7tttUtd�11''t'i'97T=0 4 '� • m---- BUILDING-DEPARTMENT --- -- NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datq: CG®r q� Owner: _ - •> Il�c fit(_ � R1 Location of Properly: Lo �Av -" Pleasea notice that the*-(check applipableaine): Vtoy New commercial"6r.res`identiaP structure . Addition to existing�commercial or residential structure Rehabilitation to.an existing cgmmercial or residential structure to be constructed=or performed at the subject property reference above will utilize (check applicable,line).- Truss type construction (TT) Pre-engineered•wood construction (PW) Timber construction (TC) in the following location(s) (check annlicable,line) Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person"submitting this form): cr; � Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 �♦�i+x''s�..� yYr t���v♦yx f,.t' f«i.¢ *� t3D n r r �i� t _, . .✓ "Si '�f,' !j #+.. F,.-t arc� r -. �--`1 r-'. r* s _ ��.t�iY♦ PS �. arx s Js} t�u•Ks+N,k�4 �'G}T'f..y W'�j"♦,d�t>ss�s � r �°'`�" � '4� rte. •'ws b .� 4 i�z;r��' J. ,, ♦ ch n �, '] d �' `r� �n♦-rs ,�¢�'st' ,�,,,, �•� t 'sem '3.+ ,�- iii d$ F -r j 7, w ♦M t, rs'i�;.;�1, t�. £ „np rZtx � I'°� iE ,93 tN { R Al kvAf. ����hys Ytil tJ 3� ���s �;+��t2'_;.s t t;t� �ta��t1 �irt���d•� � u����+ y `� � n� r =f'•° 1�'��'�-�c D 1EC120A gQFFd1KBEtING DEPARTMENT - Electrical Inspector �b C AUG — 9 2018 TOWN OF SOUTHOLD ~ Town Hall Annex - 54375 Main Road - PO Box 1179 B, DING DEPT. Southold, New York 11971-0959 oyddp� '708 hone (631) 765-1802 - FAX (631) 765-9502 c roger.richert(a-)town.southold.n .us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: t���� - - �,1��► &;_c C- Date: - i Company Name: tTv�:41:116c4c"Name: �r1 v► �c-GC License No.: email: 1� ti I� Lse C `�`^�C� i r�C•C� Address: �v e S` �e 11�►.. �i(J l(' Phone No.: — --� JOB SITE INFORMATION: (All Information Required) Name: Address: �v� G��- � 0 Cross Street: ^ V Phone No.: Bldg.Permit#: 4/12 �f email: Tax Map District: 1000 Section: 'Z!j Block: Lf Lot: ���I�L BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: 1(E NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information (All information required) an=eZize 1 P 3 Ph Size000 A # Meters _ Old Meter# New Servi�- e Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Latera 2 H Frame Pole Work done on Service? Y N Additional Information. !�o� Q PAYMENT DUE WITH APPLICATION Request for Inspection FormAs � V Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 '® lyMUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 15, 2018 Andrew& Marie Mitchell 1303 Willow Pond Drive Riverhead, New York 11901 RE: 50 Laurel Way, Laurel NOTE: Amended plans required for all changes,energy test results with manuals J,S,&D and ICC-ES evaluation sheet for TJF floor system. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 42489-Z New Dwelling 0.01 UNDISTURED r+ DISTURBED ® / FLOW AREA LOAM AREA \ i (OL) d \ EL-255 40' _ Z CID SECTION Q \ + p?) \\ "'� SAND a T . o\ G GRAVEL 0Q/�\� Lot 2Q �0� "Loura1 Links" •\\\ J 18.0 ;y FILTER SILT \ HIGHEST EXPECTED a' a GLOTH \FSh1GE 1 \\\ GROUND WATER EL=3.0 ,t q; ,Y ;. z \ X32 R.D x 4 \\ `\ / T—.. :,. WOVEN WIRE LIMIT OP ob`�� ?>�� oo�� ?T} i`� '��� �� EROSION &SEDIMENT CONTROLS FENCE 1 DISTi1RBANGE d` / mb�oQ- od .,�3 \ `�`<�.3�$ rd Shall include but not be limited to: ELEVATION lab4l sa. I=r. v� �� o w SILT FENCE ? ^ ��U"03 mom Sr \ i ?� O, �6���iii,� A well maintained Construction Entrance, I Q / ? .� `� � mm ,�0 0� q4 `; `� +� �a9`Y��h Wire Backed Silt Fencing, stabilization & NTS X49.0 / g �� �s e^J Seeding of exposed and/or inactive soils. ` �° ® DRA I NAGE DESIGN CRITERIA I ��, • �>o eke ,, CALCULATIONS x 3.28 \ tj + Q RAINAGE INSPECTIONS ARE REQUIRED = A R G �Q �(Contact TOS Engineering at 765-156{x-before A = AREA OF TRIBUTARY (5.F) 9 ` R = RAINFALL (FT) Backfill, OR Provide Eng ineer's Certification G = COEFFICIENT OF RUNOFF I / ry ♦ , �?- A R.P.42 r �� / that the drainage has been installed to Code. R.D. #1 APPROVAL OF STOR MANAGEMENT p�pp� PAVEMENT 1,7101-51'X 2/12 X 1.0 - 264 CF I / TEMPORARY /8C) ��j 1111 j 1 , `\`� %/ TSR MANAGEMENT TOTAL = 284 OF ,� I / CONTRO T ®de 8'DIA,DRYWELL WITH A CAPACITY OF 4224 CF/VF STOCKPILE AREA O� 11111 111 1 C 284 OF/42.24 CF/VF= 6.1 VF REQUIRED SILT PENG STABILIZED 1 111 V Date: Y' PROVIDED GONSTRUGTIO 11 iApprov d Y: �'� USE(I)-8'DIA.X 8'DEEP DRYNELL = 338 GF ENTRANCE R.D. #2 �Z �7, `�� TEMPORARY + we `�vre �8 STAGING AREA V STORMYiATER GEMENT NOTES REQUIRED 9 Wiry Ih S" ROOF = 1,064 5F X 2/12 X 1.0 = ITT CF TOTAL = I?T OF CE�r i 5'01A.DRYWELL WITH A CAPACITY OF 4224 CF/VF J i I. ER05ION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL I-M OF/42.24 CF/VF = 4.3 VF REQUIRED UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. FROVIDED . cooN9TFmrynON NOTES FOLLOWING PERMANENT STABILIZATION, ADJACENT AREAS SHALL USE(U-8'DIA.X 5'DEEP DRYWELL = 211 OF I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE / BE GLEANED OF SOIL AND DEBRI5 AND PROXIMAL DRAINAGE R.D. #3 USED FOR SHORT TERM APPLICATIONS. SYSTEM SHALL BE,GLEANED AND FLUSHED A5 NEGE55ARY. 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF / REQUIRED JOINTS ARE NEEDED THEY NULL BE OVERLAPPED TO THE NEx-r / STS. ROOF = '158 5F X!2/12 X I-O = 126 OF 3.STAKE MATERIALS WILL BE STANDARD 3°X4•KOOD OR , 2. PROPER MAINTENANCE OF EROSION CONTROL MEASURES 15 TO , EOUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. / BE PERFORMED BASED ON PERIODIC INSPECTION AND AFTER TOTAL = 126 CF - - - 4.5PAGE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE 8'DIA DRYWELL WITH A CAPACITY OF 6.224 GF/VP A MINIMUM 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE Hi=AVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC 126 OF/4224 CFA-1- = 2A VF REQUIRED FOR SUPPORT. / INCLUDE, BUT ARE 140T LIMITED TO. GLEANING OF LEACHING POOL, PROVIDED 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW ND GROUAND GLEANING/REPAIRE OF SILT FENCING. AND BACKFILLED.IT SHALL BE SECURELY FASTENED TO THE STAKES AND}'BANE. USE(1)-8'DIA.X 4'DEEP DRYWELL = 16a OF 1.A2R �� MAYCOMPLETED IFGST PRCFIE ARYIGTON BE SUBSTI'MTED5. CONCRETE WASH-OUT OF READY-MIX TRUCKS 15 NOT PERMITED #A APPROVED BY QUALIFIED INSFEGTOR R.D. AT THIS PROPERTY. REQUIRZ ED ROOF = 1,36"1 SF X 2/12 X 1.0= 228 OF TOTAL= 228 OF 2"x4" WOOD FRAME 8'DIA.DRYWELL WITH A CAPACITY OF 4224 CF/VF 228 OF/4224 CF/VF = 5.4 VF REQUIRED CA51 IRON FRAME a COVER PROVIDED FILTER FABRIC, CAMPBELL FOUNDRY,PAT.NO. 100-1C,, USE(1)-8'DIA.X 6'DEEP DRYWELL = 253 OF OR OAST IRON FRAME a GRATE,PAT. NO.2511 OR APPROVED EQUAL _ II ( I 50 MIN. - 00000000 a o EXI5TING STONE PAVEMENT 2 EXISTING 00000000 &ROUND S./ PAVEMENT 00000000 , 00000000 ' nnnnnnnn / �I - ,I (t)UNAUTHORIZED AERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION , INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. _ S 1 f 400 Ostrander Avenue,Riverhead,New York 11901 44 SLATE OR OTHER STOPPER OR END PLUG tel.631admn® oun en inearin 212505 Pax. �lom SUITABLE COVER y g g g' /r % PHoward W.Young,Land Surveyor 0, 1 ° Thomas G. Wolpert,Professional Engineer y\��' i Douglas E.Adams,Professional Engineer VARIES Robert G.Tast,Architect C I Robert Stromskl,Architect C14 ,' ��� SEVER PIPE 30 ELBoV SITE DATA AREA = 31,310 50. FT. SUBDIVISION- "LAUREL LINKS"FILED IN THE OFFICE OF THE o / CLERK OF SUFFOLK COUNTY ON NOV.30,2001 AS FILE NO. 10712. / ` • VERTICAL DATUM = NA.V.DATUM(1988) GROSS FLOOR AREA 60 YVYE FIRST FLOORSECOND FLOOR - 4O9 50.FT. /10, \\ `��`V �+ � `` S I HEALTH DEPARTMENT USE At b s G CLEANOUT DETAIL / FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC ` 9 OULK COUNTDEPARTMENT®F 6�1gAf?��'l SERES 09 �'�'%� `` �', PERMIT FOR APPROVAL OF CONSTRUCTION F® SINGLE FAW11LY RESOOENCE ONLY SURVEYOR'S GERTIFIGATION 6 { 1 2011 OF p� pd O A 'vim APPROVED qry� `ry�K •21 ,�Y ^66. S.q,��o �` }�O. G6/� � tb�Fl�nfil �I41 ��� " = ��� , - �, C� l p, _ O� gym® 8 � F i I ° 6 h rS r� ` + w/ ? Eh �� ; I nj �o � y° 3\q ' afl �° EE S FROM DATE OF SPH � � f Lot 2Q °�y4gm\h �A '" �� �X�6���T� �°�Af �.�.,.� t "Laurel Links" i �� '?'� �� r.�j ® `� HOWARD W.YOUNG,N.Y.S.L.S.NO.45893.`�'',.•,' F,.' f/ 2`�\+ SURVEY FORli ANDREW J. MITCHELL 4 c / ' 6°i9o� MARY V. MITCHELL F XPi "to \\\ ' LOT 201, "LAUREL LINKS" �� dot X80 r ; at Mottituck, Town of Southold I / We/%h`4vre� �8 �O' s/ � �%\\ / TE5T HOLE Suffolk County, New York i 9�yjt �� .�A- �/ y h pL h ' I FROM FILED MAP BUILDING PERMIT PLOT PLAN + LOAM EL=295 County Tax Map District 1000 Section 125 Block 04 Let 24.22 J q\• r \ (OL) MAP PREPARED Record of Revisions JUNE 50,201-7 EL=255 4.0' RECORD OF REVISIONS DATE SAND < GRAVEL CO " NOTE "o (5100 FINISHED FLOORS ELEVATION TO BE VERIFIED , Q 50 O 25 50 100 BY ARCHITECT / � EL=115 18.0' C_ % HIGHEST EXPECTED JOB NO.2011-0128 �nE GROUND WATER EL=3.0 DWG.2011_0128 I OF I O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET e= STAKE FOUND u �t,i�� Co.HFAI- H SFS ACES (t)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EIOSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND APE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSDTUTK0I-CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 tel.831.12?2303 fax.631.'12'1.0144 admin®youngengineering.com Howard W.Young,Land Surveyor • \f� Thomas G.Wolpert,Professional Engineer o �` Q/r ute I 1 Douglas E.Adams,Professional Englneer ? �en �06 / I Robert G.ToofArchiteat ltect �1 ' ® � Robert Stromsk CO '/ `� / `' 51TE DATA AREA = 51,510 5Q. FT. SUBDIVISION- "LAUREL LINKS"FILED IN THE OFFICE OF THE c / CLERK OF SUFFOLK COUNTY ON NOV.30,2001 AS FILE NO. 10712. I � 419\ / octaflvg 0. ra %% D I: ��Q \4e Lot 2q JUL 1 3 201 / 9 �} "Laurel Links" ` U � LNGDEPT. /���` ��� �► qo �p7�o�v�, C) �t � �-v \ ,p / V -� SURVEYOR'S CERTIFICATION k, I t0 O� ?) �; �\ WE HEREBY CERTIFY TO ANDREW J. i;,y�.L� & MA '1,_ �L CO `�� h e' \� i / V. M ITC H E LL THAT THIS SURVEY WAS RREII-IN -""`• I n �� y� /i • •\J1 ACCORDANCE WITH THE CODE of PRAG C 'FOR.-6I ND Sup- L I 3• y ADOPTED BY THE NEW YORK STATE IATION,0F n O O` 2G' O� 0,0 ° ?�1�• PROFE55IONAL LAND SURVEYORS. I ��• OQP ry'>9m ♦ � � _ i ��� H73`�.`•L'-_;(^��� �- -fit I ? I dy3. /fie° � 0 \ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 �6, '`'--•5 -J-�"y J:~� N I / QN(") a .gip• /�. \ I / l SURVEY FOR 0r90 ANDREY J. MITCHELL 4 MARY V. MITCHELL i/ `\ LOT 2a, "LAUREL LINKS" at Mottituck, Town of Southold Suffolk County, New York / ! FOUNDATION LOCATION 5URVEY County Tax Map District 1000 Sectio" 125 Block 04 Lot 24.22 rer 8 v , MAP PREPARED Record of Revisions JUNE 30,ton / RECORD OF REVISIONS DATE d / o / AMENDED BUILDING PERMIT DATA -IAN 2?�2018 PATIO MAY 10,201b / FOUNDATION LOCATION MAY 20,2018 v / o / Y / GO / 50 0 25 50 100 I JOB SGale: I" = 501 i VAS41071"1_029-2017_0128_foundation_loc I OF I 0 =MONUMENT SET ■= MONUMENT FOUND = STAKE SET = STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY I]n nuu.u.n..n+...•.,•..____ _ _ INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHDM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL A42Nl.T,V,u.i.....�v��a„w,N,...+..•.••_••_—•• ' 400 Ostrander Avenue,Riverhead,New York 11901 tel.631.12?2303 fax.631.121.0144 / I adminagoungenglneering.com or 6, Thomas G.V`olpert,Professional Engineer P cl 11 Douglas E.Adams,Professional Engineer Robert G.Tast,Architect Robert Stromski,Architect O� `y SITE DATA co /, `` o AREA = 51,10 50. FT. \` =SUBDIVISION- "LAUREL LINKS"FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON Nov.30,2001 AS FILE NO. 10' . • VERTICAL DATUM = N.A.V.DATUM(IQ89) • GROSS FLOOR AREA = 2993 50.FT. FIRST FLOOR = IP45 SG.FT. SECOND FLOOR HEALTH DEPARTMENT USE � I >c4 7 Go 0 s t � i Ito SURVEYOR'S GERrF;AT OF s { W i ~0 fir• a> d 6 }T}�6C4,�` ,�`� / 0O n , S.q�`90a�� ?}O, cbii0 cp ����9 I O` ��th o s g0 rs Vp '' LOt 2 1 a / Q ? o s>�• ® •� O , .• � .'�� �\ �. � HOWARD W.YOUNG,N.Y.S.L.S.HO.45883 N h I N "Laurel Links" I0 d ` �•� h3?4 ��3 ? '�� `� `°�+ � SURVEY FOR N ANDREW J. MITCHELL 4 I / X90 „ � � ',\ ;/ it �,,.`` MARY 1 J, l. MITCHELL LOT 2q, n of Id LAUREL LINKS" 4� � o �� cit Suffolk Gounty, York 8 Lo o.70,0' � TEST HOLE I / ' �D�►e% '<4vr .2S FROM FILED MAPBUILDING PERMIT PLOT PLAN EL-2q.5 0.0' County Tax Map DIstTIGt 1000 S..tIon 125 BIDGI(04 Lot 24.22 /� c Wq } ty� LOAM MAP PREPARED .LUNE 50,201-7 Y (OL) Record of Revisions / � 4.0' RECORD OF REVISIONS DATE EL=25S 1.-,Iu,c HxoMlr nAT4 IATJ 2s 2�I8 u - / � 'CIS v SAND a u GRAVEL 50 O 25 50 loo In ' NOTE FIINISHED FLOORS ELEVATION TO BE VERIFIED / Scale: I" = 50' BY ARCHITECT / 18.0' , EL=115 JOB NO,201?-0128 HIGHEST EXPECTED D►Ay5,q 10►I 1_029�01+1_0128_bp I OF I GROUND WATER EL-3.0 / / I i D= MONUMENT SET ■= MONUMENT FOUND �= STAKE 5ET ®= STAKE FOUND �, i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SR'LYFIC PURPOSE AND ARE hOT TO BE USED TO ESTAWSH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY NAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUMWENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVAMONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 11901 ' tel.631adm n®yo3ngengi el.121.0144 ering.com 5AN I TARP MEA5UREMENTS /' T A ,i'' 000\ 4xt � vU4 ST 21' IS' `� �Lfi� 1 Howard W.Young,Land Surveyor ineer LPI 55' 28' � Pj�` of e y\� / Douglas E.Adams,Professional EnProfessional gineer ' LP2 24' 28' �� O� ay Robert C.Tast,Architect ' ®,\ Robert Stromskl,Architect HEALTH DEPARTMENT USE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �♦ APPROVAL OF CONSTRUCTED WORKS FOR 0 A SINGLE FAMILY RESIDENCE ®age 2 6 2®i® H.S.Re' No. 1Q d The sewaq z disposal and Water supply fad,Rles at L"li"v:zt n hm bee / U ��'Z'0 )� O G Inspected and/or cerfifisd by bels a�_,,.1 iner,or ..��s _ and found t /i. •� O ♦ be.S'dtiS�CIOf}FOR I�Iar:VlIIi({Zl,>��°.}P T•—• I�=xJf"e:�i.}+�tJ. ��� v�� I Lot 2cl �Q �t�\ �, "Laurel Links" Craig Knepper, P.E., Chief OR 1 ryj� ��� y♦ %�` / 5URVEYOR'5 CERTIFICATION 61 ° . ��� ♦ �`♦ •WE HEREBY CERTIFY TO ANDREW J. �FrECLI&—MA Y (0 b ♦ V. M ITCH E L L THAT THIS SURVEY WAS ABED IN"` 14, Sw ``��.� a B �� �� ACCORDANCE WITH THE CODE OF PRAC CE'f'OR,LANDISURV�`fr� 1 UJ A q� /�3 '� 3� ADOPTED BY THE NEW YORK STATE ATIONI OF I 0 �2p, O�0 O 0• ST LP7 �� �� PROFESSIONAL LAND SURVEYORS. !�\ ^ i A �1LP2 ! I �v �9d• ��� `�. Q ��� HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 1 �/ '"z J S,�~ \ ' D L� � �! L5 SURVEY FOR I N ` 0 �3' ANDREA J. MITCHELL 4 1 ' 4 f �o /' DEC 2 8 2018 MARY V. MITCHELL 1 LOT 2Q, "LAUREL LINKS" of Mattituck, Town of Southold 1 A0 TOWN OF SOUTHIGIZEd BUILDMG DE PrT. Suffolk County, New York / HEALTH DEPARTMENT FINAL SURVEY County Tax Map District 1000 Section 125 B1DGK 04 Lot 24.22 MAP PREPARED word of Revisions JUNE 50.2011 / RECORD OF REVISIONS DATE a J I RECEIVED AMFNnEfl BUILnINA PERMIT DATA _ JAN_2X19 , 0 _ DRWY a PATIO MAY 10,201A SITE DATA j FOITNnATION I OGATION MAY 2� 2018 HFA!TH DEPARTMENT FINAL UIRVEY OGT. I4,2018 ApD � IGA 2I,2018 AREA = 51,510 5Q. FT. A flNO! A os, 50 O 25 5o _ 100 *SUBDIVISION-"LAUREL LINKS"FILED IN THE OFFICE OF THE j ! � _ ���� �� CLERK OF SUFFOLK COUNTY ON NOV.50,2001 AS FILE NO.10'112. .4o. �'?em C scale: I" = 50' IL / p ";: <jai"� / 9II•if d2at4..ll nB. VIATER IU9 I:Ild 61 0 .HOB NO.2011-0128 I DWG.9"lo"119_029-2011_0128_hdfs of 1 f EI = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET ♦= STAKE FOUND r REScheck Software Version 4.6.3 CA/i Compliance Certificate Project MITCHELL RESIDENCE Energy Code- 2015 IECC Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,498 ft2 Glazing Area 18% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Laurel Links MR. &MRS.Andrew Mitchell Charles Thomas Laurel, NY Laurel, NY Charles Thomas R.A. PO Box 877 Jamesport, NY 11947 631 727 7993 cdthomas63@aol.com ,Compliance: Passes using UIA trade-off Compliance 7.2%Better Than Code Maximum UA: 594 Your UA- 551 Maximum SHGC- 0.40 Your SHGC 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Vallue R-Value 11.11-Factor UA Perimeter Floor 1: All-Wood Jolst/Truss:Over Unconditioned Space 2,243 21.0 0.0 0.044 99 Wall 1: Wood Frame, 16" o.c. 2,196 21.0 0.0 0.057 97 Window 1:Wood Frame:Double Pane with Low-E 459 0.310 142 SHGC: 0.29 Door 1: Solid 42 0.400 17 Wall 2: Wood Frame, 16" o.c. 1,800 21.0 0.0 0.057 89 Window 2:Wood Frame:Double Pane with Low-E 240 0.310 74 SHGC: 0.19 Ceiling 1: Flat Ceiling or Scissor Truss 1,255 49.0 0.0 0.026 33 Compliance Statement. The proposed building design described r �o'n is ' I the building plans, specifications, and other calculations submitted with the permit application.The propos I een ig,ned to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory re..' s lis ed nyX. 5check Inspection Checklist. ae-Title r Signatu e mDate Project Title: MITCHELL RESIDENCE �~ Report date: 02/22/18 Data filename: C:\Users\Fred\Documents\REScheck\Mitchell Residence.rck Page 1 of 9 r REScheck Software Version 4.6.3 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, jconstruction drawings and ❑Complies 103.2 !documentation demonstrate ❑Does Not [PR1]1 j energy code compliance for the I Ibuilding envelope.Thermal j ❑Not Observable envelope represented on ❑Not Applicable j construction documents. 3 # � 103.1, jConstruction drawings and I S❑Complies ; 103.2, (documentation demonstrate - J❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. {❑Not Observable Ca, ,Systems serving multiple '; ❑Not Applicable dwelling units must demonstrate :compliance with the IECC r ICommercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr 1 Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: :❑Not Observable j Manual J or other methods Btu/hr Btu/hr approved by the code official. ;❑Not Applicable i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: MITCHELL RESIDENCE Report date: 02/22/18 Data filename: C:\Users\Fred\Documents\REScheck\Mitchell Residence.rck Page 2 of 9 Section # Foundation Inspection .Comp_lies? Comments/Assumptions & Req.ID 303.2.1a jA protective covering is installed to ;❑Complies [FO11]2 i protect exposed exterior insulation ❑Does Not ;and extends a minimum of 6 in. below V ;grade. :[]Not Observable; !❑Not Applicable 403.9 'Snow-and ice-melting system controls;❑Complies [FO12]z installed. ❑Does Not E ;❑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: MITCHELL RESIDENCE Report date: 02/22/18 Data filename: C:\Users\Fred\Documents\REScheck\Mitchell Residence.rck Page 3 of 9 section, Plans Verified Field Verified " # Framing/Rough-In Inspection Value Value Complies?, Comments/Assumptions & Req.ID 402.1.1, (Door U-factor. U- i U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not Mable for values [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, ,Glazing U-factor(area-weighted U- U- ' Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not :table for values 402.3.3, 402.3.6, ! I❑Not Observable 402.5 :F—]Not Applicable [FR2]1 303.1.3 j U-factors of fenestration products ❑Complies [FR4] are determined in accordance }❑Does Not = jwith the NFRC test procedure or is U ' _ Not Observable ;taken from the default table. _ ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier _❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. E ]❑Not Observable ; I --}❑Not Applicable 402.4.3 ;Fenestration that is not site built J❑Complies [FR20]1 lis listed and labeled as meeting i i❑Does Not 3 AAMA/WDMA/CSA 101/I.S.2/A440 S_ = ]❑Not Observable I or has infiltration rates per NFRC ; i400 that do not exceed code ! J❑Not Applicable i limits. I 402.4.5 - ;IC-rated recessed lighting fixtures (❑Complies ; [FR16]2 !sealed at housing/interior finish i i❑Does Not land labeled to indicate:52.0 cfm I ?leakage at 75 Pa. i❑Not Observable ;❑Not Applicable 403.2.1 ;Supply and return ducts in attics ;- 'I❑Complies [FR12]1 !insulated >= R-8 where duct is c z❑Does Not >= 3 inches in diameter and >_ i I'= ❑Not Observable R-6 where < 3 inches. Supply and t � ; ; return ducts in other portions of ,❑Not Applicable :the building insulated >= R-6 for - Fdiameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.3.5 !Building cavities are not used as ;❑Complies [F[115]3 !ducts or plenums. i❑Does Not , I bNot Observable ; I f = = ❑Not Applicable 403.4- HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 ,above 105°F or chilled fluids :❑Does Not below 55 °F are insulated to >_R- 9 l3 ;❑Not Observable ❑Not Applicable 403.4.1 !Protection of insulation on HVAC ?❑Complies [FR24]1 piping. 4 C❑Does Not j - ;❑Not Observable ; I #❑Not Applicable 403:5.,3` Hot water pipes are insulated to R- R- ;❑Complies [FR18]?.' !>_R-3. I I❑Does Not ❑Not Observable ❑Not Applicable j 403.6 ,Automatic or gravity dampers are - ❑Complies [FR19]? ',l installed on all outdoor air f °.{❑Does Not i lintakes and exhausts. f . r}❑Not Observable ; j' +❑Not Applicable 11 High Impact(Tier 1) 1 2J Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: MITCHELL RESIDENCE Report date: 02/22/18 Data filename: C:\Users\Fred\Documents\REScheck\Mitchell Residence.rck Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: MITCHELL RESIDENCE Report date: 02/22/18 Data filename: C:\Users\Fred\Documents\REScheck\Mitchell Residence.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/A'ssumptions & Req.ID 303.1 jAll installed insulation is labeled } S❑Complies [IN13]2 1 or the installed R-values { y ❑Does Not provided. ; J # ❑Not Observable ; f i i❑Not Applicable 402.1.11 I Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood EJ Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel Not Observable i ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 ;manufacturer's instructions and + - I❑Does Not [IN2]1 !in substantial contact with the f 1V1 ;underside of the subfloor, or floor i ❑Not Observable ; Warning cavity insulation is in f ❑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. 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not ;table for values 402.2.6 wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation ; ; SO ;requirement applies (FR10). ❑ Steel ❑ Steel ,❑Not Applicable i 303.2 :Wall insulation is installed per j ;❑Complies [IN4]1 ;manufacturer's instructions. ❑Does Not I ❑Not Observable j I❑Not Applicable Additional Comments/Assumptions, 111 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: MITCHELL RESIDENCE Report date: 02/22/18 Data filename: C:\Users\Fred\Documents\REScheck\Mitchell Residence.rck Page 6 of 9 Section Plans Verified field Verified # Final Inspection Provisions !/slue Value Complies? Comments/Assumptions Regal®. 402.1.1, ,Ceiling insulation R-value. R- R- ;❑Complies !See the Envelope Assemblies 402.2.1, :❑ Wood ;ElWood ❑Does Not ;table for values. 402.2.2, 402.2.6 ; ;E] Steel ❑ Steel ❑Not Observable ; [FI1]1 :❑Not Applicable s f $ 303.1.1.1,;,Ceiling insulation installed per 1EIComplies 303.2 :manufacturer's instructions. '❑Does Not [FI2]1 !Blown insulation marked every 300 ftz. `❑Not Observable { I ;❑Not Applicable 402.2.3;, Vented attics with air permeable `❑Complies ' [6122]2,. insulation include baffle adjacent ❑Does Not 'to soffit and eave vents that .,: ;extends over insulation. =❑Not Observable ,❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation >_R-value of the E❑Does Not ;adjacent assembly. •❑Not Observable , ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies [FI17]1 ach in Climate Zones 1-2, and '❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; I 4❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies . [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ; ; ;tests,verification may need to 3 UNot Applicable !occur during Framing Inspection. _ 3 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 '.❑Complies [F]27]1 :determine air leakage with ft2 ft2 ❑Does Not :either: Rough-in test.Total ❑Not Observable leakage measured with a ; pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler ; enclosure if installed at time of ; ;test. Postconstruction test-Total leakage measured with a pressure differential of 0.1 inch ;w.g. across the entire system including the manufacturer's air ; handler enclosure. 403.3.2.1 ;Air handler leakage designated ;❑Complies ; [FI24]1 :by manufacturer at<=2% of ❑Does Not ° !design air flow. ❑Not Observable 1❑Not Applicable 403.1.1 Programmable thermostats ,❑Complies ; [FI9,2s ,installed for control of primary i t❑Does Not "heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2. ,''Heat pump thermostat installed ;❑Complies [FI10]? on heat pumps. r ❑Does Not ❑Not Observable ❑Not Applicable 403.5.-hP;`Circulating service hot water ?❑Complies [FI3"1']2."-1 systems have automatic or i❑Does Not j accessible manual controls. =❑Not Observable ENot Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: MITCHELL RESIDENCE Report date: 02/22/18 Data filename: C:\Users\Fred\Documents\REScheck\Mitchell Residence.rck Page 7 of 9 Section Plans Verified _ Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1' JAI] mechanical ventilation system ;❑Complies [FI25]? ;fans not part of tested and listed ❑Does Not { HVAC equipment meet efficacy Sand airflow limits. ❑Not Observable ; +. =❑Not Applicable 403.2 Hot water boilers supplying heat 4 ❑Complies (FI26]2 '3through one-or two-pipe heating f ❑Does Not systems have outdoor setback control to lower boiler water j❑Not Observable .'temperature based on outdoor ❑Not Applicable ` temperature. , 403.5.1.1,,Heated water circulation systems , ?❑Complies [F128]2 S have a circulation pump.The ❑Does Not system return pipe is a dedicated i ❑Not Observable 3 return pipe or a cold water supply, , pipe.Gravity and thermos- ❑Not Applicable !syphon circulation systems are not present. Controls for circulating hot water system { i pumps start the pump with signal "for hot water demand within the t ,occupancy. Controls automatically turn off the pump ` °when water is in circulation loop i 3 is at set-point temperature and no demand for hot water exists. 403.5.1.2 ;,Electric heat trace systems '❑Complies [FI2912 comply with IEEE 515.1 or UL f❑Does Not 1515.Controls automatically ,adjust the energy input to the , - �❑Not Observable ; heat tracing to maintain the ! ;❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ,❑Complies [17130]? i have recirculation pumps that !❑Does Not +pump water from a heated water i supply pipe back to the heated '❑Not Observable ,water source through a cold `❑Not Applicable ^water supply pipe have a I demand recirculation water system. Pumps have controls ' i ! that manage operation of the pump and limit the temperature of the water entering the cold 'water piping to 104°F. ; 403.5.4 ''Drain water heat recovery units ❑Complies [F[31]2, '(tested in accordance with CSA }❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ',recovery units < 3 psi for '❑Not Applicable ;individual units connected to one 3 or two showers. Potable water- Aside pressure loss of drain water heat recovery units < 2 psi for i individual units connected to I ;three or more showers. 404.1 ;75%of lamps 1n permanent 1❑Complies ; [FI611 (fixtures or 75%of permanent ;❑Does Not ;fixtures have high efficacy lamps.; i Does not apply to low-voltage '❑Not Observable ; ;lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ;❑Complies [FI23]3 'no continuous pilot light. j❑Does Not ' 1 ;❑Not Observable , ❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3.. Low Impact(Tier 3) Project Title: MITCHELL RESIDENCE Report date: 02/22/18 Data filename: C:\Users\Fred\Documents\REScheck\Mitchell Residence.rck Page 8 of 9 ,•Section plans Verified Field Verified # Final•Inspection Provisions Complies? Comments/Assumptions` Req:ID Value Value 401.3,- ,i Compliance certificate posted. i❑Comphes ❑Does Not ~� £' ❑Not Observable I❑Not Applicable 303.3 ,• -,,J Manufacturer manuals for - ❑Complies [FI18]3 Imechanical and water heating _ -. ❑Does Not systems have been provided. ❑Not Observable i❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3` Low Impact(Tier 3) Project Title: MITCHELL RESIDENCE Report date: 02/22/18 Data filename: C:\Users\Fred\Documents\REScheck\Mitchell Residence.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Ans'diatioh . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Rating. U-Factor SHGC Window 0.31 0.29 Door 0.40 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments L4 V� ASPHALT ARCHITECTURAL SHINGLE ROOF ICE BARRIERS: ICE AND WATER SHETLD TO EXTEND "BLACK" NOT LESS THAN 36" HORIZONTAL MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. a. ,,I CEDAR PERFECTION SHINGLE SIDING � ,p_- ..� ��r � � DOORSski "MlITEAND WINDOWS ANDERSEN 400 SERIS (T�'P ALL ROOFS) "BLACK" EXTERIOR TRIM (FACIA. FROZE. WINDOW SURROUNDS AND , RAKE BOARDS) AZEK "WHITE" ` r ARCHITECT REVISIONS DESCRIPT ION 11/7/18 AS BUILT L AP LT I A SI 8'-1" PLATE HEIGHT Y —— —— I" X 8" FASCIA W/I"x2" OVER � AW 51 AW 51 CEDAR PERFECTION SHINGLES 0 � i 5/4"x4" WINDOW 2 6 3 Lt 56 2 6 ao 0 I & DOOR SURROUNDS io fo (TYPICAL) 1X2" AZE < B TTE S N ZE J¢" BA 12 I L ) 1 _ __ .,� S I L 9'_0" PLATE HEIGHT C, �.( u \, �� _ i I ------- 6" FRIEZE TYP t p. AW 51 AW 51 IFF 1_GU t0 O) 30! 10 (2) 510 24 10 30 10 24 10 (2) 510 E I R I P W z ® z U j Z LL W Y 0 0 C) z E FRONT ELEVATION 1 SCALE: 1/4" = 1'-0" 0 rlr J W ' � W z U ui 2 \ - o �— ASFHNJ I AR I R SIN LEIR 2 6 2 6 30 A 51 30 2 046 Lu 1 Charles M . Thomas a r c h i t e c t D P F N PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 S I L ji 30 10 3 10 3070 PROJECT 9'-0" X 8'-0" OH DOORS BY "CLOPAY" ELEVATIONS E L E F T E L E V A T 1 0 N 2 SCALE: 1/4" = 1'-0" DATE. 12i5i17 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT No. DRAWING BY. FS CHK BY. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN DWG No. SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM0-0-11_ 00 LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMPQFPTH . REQUIRED INDEX 1 OF 7 IO PSI III NO NO YES 8 SEVERE 3g" MODERATE 11 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 WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WTH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. a, ASPHALT ARCHITECTURAL SHINGLE ROOF `BLACK ARCHITECT `, �aj��—�- CEDAR PERFECTION SHINGLE SIDING "WHITE" DOORS AND WINDOWS "ANDERSEN" 400 SERIS "BLACK" REVISIONS DESCRIP T ION EXTERIOR TRIM (FACIA. FROZE, WINDOW SURROUNDS AND RAKE BOARDS) AZEK "WHITE" 11/7/18 AS BUILT 1 0 8'_l" PLATE HEIGHT —— — —— CEDAR PERFECTION SHINGLES SH I RLSIG R Or 3 6 2 6 e LTC CE AR RFEC710N SHINGLES UD FTFF 31C 31 31C 31 31 31 31 D31 \ 9'-0" PLATE HEIGHT a CEDAR PERFECT10 SHINGLES o 1 I FWG 16080 30E 10 410510 3 10 i� :ioj WG 60 30 10 1 F- ui W � Lr0 r _ z E REAR ELEVATION WCl) 3 SCALE: 1/4" = 1'-0" J W V1 W z 0 rr u 114 1 0 / ui �- / ' \ A R �— I Hill IIIIIII III / \ LL Charles M . Thomas arch i t (:) c t AW 51 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 A E 1 1 1 1 111 C R R TI HN I L S I L S 24 10 24 110 PROJECT Ley FOUNDATION PLAN FIRST FLOOR PLAN E SIDE E L E V A T I O N 4 SCALE: 1/4" = 1'-0" DATE: 12/5/17 PROJECT No. DRAWING BY. FS CHK BY. DWG No. DA - 002 - 00 2OF7 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. ". 11'-6" 17'-9" 38'-6" , y 8'-10 " 8'-10 (f 10'-0" 19'-3" 9'-3" $ y ARCHITECT p ' 30510 410510 30510 REVISIONS DESCRIP T ION (3) 9 )¢" ML HDR 11/7/18 AS BUILT 16'I 9" _ 2'X10" RR ® 16" OC. 2"X10" RR ® 16" OC. o to 0 of o o M x co L-01 DI ING BLUESTONE CV 3 PATIO () M C. 2"X10" CJ b 16" OC. tO Simpson Strong-Tie- R49 INS LATION HDU (CORNER OLD DOWN) 11'-5" FWG 113080 FWG 6070 (TYPICAL THROUG OUT, SEE DETAIL ® A2) o I - - - - - - - 30510 30510 200 t3 N PARALLAM 7"X11 7/8" FLUSH (4) 14" ML HDR 1 (3) 914" ML HDR CID GREAT ROOM REAR WALL ' 2"X8" 0 16" OC FULL HT STUDS o iv �I 14' PLATE HT N 20'-0" KITCHEN ) 1 co_ II ,7'-6" ISLAND I m P NTRY L_ LINE OF CLG BREAK ¢w ® ( Io - - - - - - - - - - - - - - - �� 0 W IC o GREAT zW �J MASTER 2' 0" I _�1I� ; ROOM �`` ui ® SMOKE r a F I J ,8' CLG HT z B E D R 0 0 M I M Q I � O T —DETECTOR On I UOd I cn — � _ I0!6 z X11 20 1110 - O X00 I N0o, I J 25 0 °D N I I ILYL_ LAUNDRY / o I11 _SMOKE � 0 MUD ROOM 00 °�° ® DETECTOR N M I ( 2'-3" 6�0 0 o °,° I 1 I _ _ /_'�3 13'-2" —o" (4) 11 7A" ML FLUSH ' — — — — — —° co - - - M Lij W to rn to ® N — — —F_ WALK IN I U 1 z 1 NR 125 CFN SMOKE FAN TO ERIOR _ — _ OCARBON�,O 15 R I 15fT.fl PR CLOS WALK N CLOS S DETECTO M O O 0 © MONOXIDE 2 p 7LL 0 I 00 DETECTOR 1 E� 61 ATTIC SIAiFi ¢ ^ ti � � J I .JY 5'-0" 3'-6" W 1 II I U POURED CONC ETE LANDING I 3'-3" V9'-3" 7 Y2" BELOW RST FLOOR ( n 0 1 3070 PD 61-0" uj LINE OF WALL ABO — 1 — _ I I FOYER ° eO a _ - - - - ( STUDY o I 11 En�4) '9rML FLUS I I = OS DETECTOR 18' CLG H T Of I ( I 4 v �O)O 2'- l'- I x M Q o I 1 11 II ( 4 8'-4' 15'-3" 11� " TJI JOISTS 360 SERIES oO I ® a MASTER 00 S UNfINSULATION r-0 9'-3" 125 CFM EXHAUST BATH 0) x ' FAN TO EXTERIOR N L — LINE OF WALL ABOVE 12'-10" ( ) 9 X" M DR iv —(4) 11 7A" ML FLUSH 670-30 0-1670 ° = I (3) 9 X" ML HDR IFREES NDING O 1 N N M o T�B 24510 30 10 24510 o x 117/8" TA JOISTS 360 SERIES cBLUESTO E LANDING -- ® 16" OC. 1 x N _ _ (3) 9 }�' ML HDR R-21 INSULATION N N 1 W TWO CAR o c'14 2"X " RR 2"X8" RR A 251 (2) 3 510 AW2 1 o I °' GARAGE ® ' °° TEIAP 4 = i j 4"X4" ACO POSTS 1 o _jI k' 1HR. RATED WRAP W/ 1"X,O" AZEK o I 1cn5/8" TYPE X SHEETROCK M X WALLS & CEILING co 9' 8" o .r 3 4" POURED CONC SLAB ON N COMPACTED FILL WITH 1 WWM 6X6 / 1OX10 24'-6" Charles M. Thomas 1 5" STANDARD STEEL a r c h i t e c t PIPE COLUMN ON FOUNDATION WALL (EACH SIDE) 631 PO BOX 877 JAMESPORT, NY 11947 ( ) 727-7993 0 30510 I PROJECT N (2) 30510 2'-2" 2'-2" 4'-0j" 4'-0j" 2'-2" 2'-2- 6'-5- 6'-11" 4'-1" 4'-1" 4'-4" 8'-," 40-' 4- 9'-6" 16'-0" 13'-4" 8'-2" 16'-9" 4'-0" 67'-9" FIRST FLOOR LIVING AREA = 2243 SF SECOND FLOOR PLAN P F I R S T F L 0 0 R P L A N 1 SCALE: 1/4" = 1'-0" DATE: 12/5/17 PROJECT No. DRAWING BY. FS CHK BY. DWG No. [Al-FO-0-N-0 3OF7 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. . .. QA RA1 j f r' ARCHITECT _ REVISIONS D E S C R I P T 1 0 N 11/7/18 AS BUILT li I II I I II R RTO WALL 17' 9" I 20'-6" (14) 10d x 1 /2" FASTENER 2'-0" 9'-6" 1 3'-6" 10' 9" 3'-6" 1 10'-0" CS16 STUD TO BAND JOIST (20) 1 O x 1 1/2" FASTENER o I I I �• MTS16 D35 3 46 1 3 46 1 3031 31031 31031 3031 MTS12 o j o U0 U c - - - - - - - - - - - - - � I ° V � (3) 9 Yz" ML HDR C ��,C.,I N tI D ° 16—9" I -- LTP4 20'-0" 1 LTP4 D10 II Af Uplift connectors shall o R R I ^;jI',~,iY.' bypass each other to N 00 CO R .� required prevent cross-grain LOFT/ STUDY �' I I O Or' LTP4, spacing p g as re q tension of band joist. OPEN TO II shear. SSP spacing for uplift. O~-DETECTOR BELOW RAFTER TO WALL Li SILL TO RIM JOIST r1 1 SCALE: N.T.S. (12) 8d x 1 1/2" FASTENER IL J I R m � o 24146 N v I I W 5'-6" _ _ P_ALI 7_'X16" FLUS) _ WITH ROOF RAFTERS Ridge Beam 20'-0' II O ®00 ° qMSTA DO 1A CFM EX AUST w AN OSa TQ°°° RIDGE I' I 06 ���BEDROOM mJ3't SMOKE W RAFTER i i O O'_DETECTOR a = J I I w II 1 J ° � �S O I I SMOKE R ' M I I O_—CARBON R 15 R 11 Z Simpson Strong Tie 2" FLOOR DR IN ©--MONOXIDE �� BELOW WASH IR DETECTOR e WITH CEILING COLLAR TIES CaD 32 O.C. i I CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong-Tie ' — _ _ �s N n I I J PER RAFTER INSTALLED OVER PLYWOOD s� RIDGE STRAP TIE CO 3'-s" �, 3-0" 5'-10~ 12'-10~ ADJUSTABLE HANGER SCALE: N.T.S. SCALE: N.T.S. 2-2068 2-2068 I IN OPEN T J GL — ___ — — — — — J J 5'-5" — D j GLOB06, BELOW — — W I- O _ BEDROOM I SMOKE mr O DETECTOR I I � I I I � M I I LLLILLL— I I 125 CFM EXHAUST10 FAN I I 13'-6" I 9'-2" ® ( 1 0 " M _ 1 2' 10" AW 51� � 30510 N 1 1 I N (3) 9 Ys" ML HDR '-o R 1 I 1 R I 00 2446 3 56 2446 — — N BEDROOM of N I I I— L - - - - - - J� - - to CN - cV 11 Q r- ~DSMOKE WETECTOR O N I IE13 FE-1 I I— J �- — Z1 1 I - - - - - - -J R � J 3'-10j" 2'-1 1" " W-11" 6'-11 4'-0" 4'-8- 0 0 1 '-8"0I — — — — — — I 6'-0" 13'-10" 8'-8- 'to R 1 6" 5'-11" to 1 I ( J I I I SECOND FLOOR UVING AREA = 1255 SF .I I 25$6" I� I Charles M. Thomas 00 o I Z I I a r c h i t e c t — — — — z I 11,110- J I I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 AW 551 I I II PROJECT 5'-0" 6'-3" 6'-3" q 11 SECOND FLOOR PLAN P SECO N D FLOOR P L A N 2 SCALE: 1/4" = 1'-0" DATE: 12/5/17 OEM PROJECT No. DRAWING BY. FS CHK BY. DWG No. . ❑A - oa4- oo 4OF7 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.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 4 •tip � ,^Z „► r ;' ARCHITECT REVISIONS DESCRIP T ION 12'-0” 17'-9" 37'-10" 11/7/18 AS BUILT 00t 8" POURED CONCRETE FOUNDATION WALL ON 8"X16" POURED CONCRETE FOOTING UNEXCAVATED I I 11 1 1 4" POURED CONCRETE SLAB 1 1 I UNEXCAVATED N OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL I I I I 4" POURED CONCRETE SLAB 1 8" COMPACTED POROUS FILL I I 16'-1" I I OVER 6 MIL. POLYETHLENE VAPOR BARRIER WELL 1 I COMPACTED POROUS FILL I 1 I I I I I I I I oI 4-1 3/4" X 11 7/8" FLUSH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � N I POINT LOAD FROM ABOVE BEAM POCKET &L RDERS SHALL BE SHIMMED 12'-0' I TYPICAL. I AS R QUIRED IN BEAM POCKETS I 1o" I 16'-8" TH STEEL SHIMS (TYP) r ioo 20'-6" �w 17'-5" �- — — I I � I t 0 0 I I 10" P.C. FOUNDATION WALL I I 3 a N1 W/(2) #5 BARS TOP & BOTTOM iv 01 I 117/8" TJI JOISTS 360 SERIESON 10 �" r P.C. FOOTING ® 16" OC. r W/(2)"#50B RS CONTINUOUS r 1 13" R-21 INSULATION I I I I I I X ww w L Ld J UNFINISHED L -J I I"wQ DOUBLE UP JOIST UNDEROf CELLAR L - I W KITCHEN ISLAND x 39'-0" CLG HT J la _I 4" POURED CONCRETE SLAB o `� OVER 6" MIL. POLYETHLENE tD — — — — — — — ftco)w I '� VAPOR BARRIER ON WELL 117/s" TA JOISTS 360 SERIES I — — '-- COMPACTED POROUS FILL ® 16" OC. I F�t r R-21 INSULATION I o PROVIDE 5/8" TYPE "X" GYP. BD. ON m 117/x" TJI JOISTS 560 SERIES �� I CEILING ABOVE FURNACE FOR AT o \ 0 12" OC. 0tT I N W LEAST 3-0' ON ALL SIDES AS PER I y O IRC 2015. CODE •=1� -J R-21 INSULATION L- PIPECOLUMNDARD STEEL16'-11ON A 30"X30"X15" DEEPSMOKEDETECTOR ` ,,,� NOTE: ENTIRE CEILING SHALL BE � r�oo POURED CONCRETE FOOTING. I I O 0 14'-0" SHEET ROCKED WITH 1/2" TYP 'X' t I¢ TYP 3-1 /4" X 11 7/8" FLUSH UNDER WALL ABOVE CID PER IRC 2015 M 0 � ( ) DIRECT VENT GAS BURNER M = _ —__ _ _ _ _ _ _ = = _ 3-1 3/4" X 11 7/8" FLUSH I I W VENT PER CODE POINT LOAD FROM ABOVFr- _ I W W I — — — — — — — — — — — — — — I B 0 I L E R I � � � — — — — — — — — — — — — - - - - - - - - - - - - - _ 3-1 3/4" X 11 7/8" FLUSH_ _ I I v / 3-1 3/4�X=1 1 7/8�FISH _ _ — - - - - - - - - � I 1 F �0�� t t SMOKE O I I U17 I II UPCAR13ONR ( 0 O M I I 14 R I In I I 15 R ©DETECTOR I 1 POUR D COC TAIR - - - - - - - - 00 00, to 3-1 3/4 r — — — — — — — — " X 11 7/8" FLUSH °0 L t I POURED CONCRETE LANDING ( L — JI L�0'JII 1 ' I I 7 3¢" BELOW FIRST FLOOR Lx t O xIQ I — - - - - - - - - - r W L _ 2-1 3/4" X 11 7/8" FLUSH 7 �- D02'-2" 13'-5" I 10" I �- Z I I o I I Q .� m L J p-1 o I I 117/a" TJI JOISTS 360 SERIES x 1 In L- 204 ° J M I l o <,-j I I R-21 INSULATION I " z w 0 1 10 12'-10" 8-10 15'-7" 1 0 1 LL. F 1 - - - - - i O I tLJ 1 UNEXCAVATED I - - - - - - - -N f — - - - 10" I`; I I °° t I I In 4" POURED CONCRETE SLAB OVER 6 MIL. POLYETHLENE COMPACTEDVAPORRPOROUS FILL I F M I r o Jo ( " UNEXCAVATED x - - - � I - - - - - - - - ZQo — 4 POURED CONCRETE SLABo0 ~N1` Q I OVER 6 MIL. POLYETHLENE L — — — — — — — � VAPOR BARRIER ON WELL U- COMPACTED POROUS FILL Charles M. Thomas 0) I z SLAB TO SLOPE 10 Z DN. TO DOORS 0 o STEP FOOTING 2:1 MAX a r C h I t e C t FOOTIIRGIN TING IN 36" BELOW GRADE I I U) PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 IL 8" POUREDCONCRETE FOUNDATION ( I PROJECT t ( WALL ON 8"X16 POURED CONCRETE FOOTING L - - - - - - - � � - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - ELEVATIONS 9'-6" 16'-0" 13'-4" 8'-2" 4'-4" 8'-1" 4'-4" 4'-0" 63'-9" 67'-9" DATE: 12/5/17 PROJECT No. DRAWING BY. FS CHK BY. DWG No. P FOUNDATION PLAN 19-FO-0-51-0 1 5 OF 7 3 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 ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 11 7/8" ML RIDGE J to X11 • TYPICAL ROOF CONSTRUCTION 01 ASPHALT ROOF SHINGLES ON 30# ROOFING FELT ON 1/2" COX PLYWOOD SHEATHING. �/ a 2"X10" ROOF RAFTERS 0 16" O.C. 6. 11 7/8" ML RIDGE � � ARCHITECT 12 t0 TYPICAL CEILING CONSTRUCTION 2"X10" JOISTS 0 16"O.C. W/MIN. R-49 INSULATION REVISIONS D E S C R I P T 1 0 N PARALLAM 7"X16" FLUSH 11/7/18 AS BUILT 2"XlO" RAFTER TIES 0 „ OC WITH ROOF RAFTERS 2"X8" CT 12 ® 1s OC. 710 TYPICAL ROOF CONSTRUCTION 8'=1" PLATE HEIGHT 12 16 TYPICAL ROOF CONSTRUCTION ASPHALT ROOF SHINGLES ON 30# ROOFING FELT ON 1/2" COX ASPHALT ROOF SHINGLES ON 30# ROOFING FELT ON 1/2" COX PLYWOOD SHEATHING. PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16" O.C. 2"X10" RAFTERS 0 16" O.C. W/ R-30 FOAM INSULATION W/ RF 30 FOAM INSULATION TYPICAL CEILING CONSTRUCTION + 2"X10" JOISTS ® 16"O.C. W/MIN. R-49 INSULATION GREAT ROOM REAR WALL 2"X8" 0 16" OC FULL HT STUDS 14' PLATE HT 9'-0" PLATE HEIGHT Yz" SHEET ROCK WALLS AND CLG T&S 3 COAT 0 I MASTERN TYPICAL WALL CONSTRUCTION TYPICAL WALL CONSTRUCTION B ATH WALK I N M A S T E R CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP r CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP CLOS B E D R O O M 1/2" COX PLYWOOD SHEATHING ON 2"X6" WD.UDS 0 1/2" COX PLYWOOD SHEATHING ON 2"X8" WD. STUDS -I 0) R-25 INSULATION ( 2" CLOSED CELL + R13 UNFACED rn R-25 INSULATION ( 2" CLOSED CELL + R1®U UNFACED TYPICAL FLOOR CONSTRUCTION BATT) TYPICAL FLOOR CONSTRUCTION BATT) 11 7/8" TJI 360 FLOOR JOISTS 0 16"O.C. 11 7/8" TJI 360 FLOOR JOISTS 0 16"O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 INSULATION 2"x6" ACQ SILL PLATE W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 INSULATION 2"x6" ACQ SILL PLATE TERMITE SHIELD, SILL SEALER, TERMITE SHIELD, SILL SEALER, 5/8" DIA. ANCHOR BOLTS 5/8" DIA. ANCHOR BOLTS 026"-0" O.C. __ _ -_ 026"-0" O.C. I k w w 3-1 3/4" X 11 7/8w 3-1 3/4w X 11 7/8 NOTE: ENTIRE CEILING SHALL BE MICROLAM GIRDER NOTE: ENTIRE CEILING SHALL BE MICROLAM GIRDER SHEET ROCKED WITH 1/2" TYP 'X' SHEET ROCKED WITH 1/2" TYP 'X' PER IRC 2015 UNFINISHED PER IRC 2015 ( � UNFINISHED U ) CELLAR 1 P.C. FOUNDATION CELLAR 1/" P.C. FOUNDATION WALL /(2) #ST & BOTTOM 1o U J 9'-0" CLG HT I w 9'-0" CLG HT I W/(2) #5 BARS TOP & BOTTOM 3 1/2" STANDARD STEEL PIPE ON 10"x2o" P.C. FOOTING / „ o, 3 1 2 STANDARD STEEL PIPE �, ON 10"x2o" P.C.PcFoonNc COLUMN ON A 4 POURED CONCRETE SLAB W/(2) #5 BARS CONTINUOUS COLUMN ON A 4 POURED CONCRETE SLAB W/(2) #5 BARS CONTINUOUS " OVER 6 MIL. POLYETHLENE OVER 6" MIL. POLYETHLENE 30"X RE X15 DEEP POURED VAPOR BARRIER ON WELL 30'X RE X15'DEEP POURED VAPOR BARRIER ON WELL Q CONCRETE FOOTING. (TYP) COMPACTED POROUS FILL CONCRETE FOOTING. (TYP) COMPACTED POROUS FILL 0 z W Ul W z �- s S E C T 1 0 N U,� u O W U � (2) 14" ML RIDGE ICE BARRIERS: ICE AND WATER SHETLD TO EXTEND NOT LESS THAN 36" HORIZONTAL MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. (TYP ALL ROOFS) TYPICAL ROOF CONSTRUCTION , ASPHALT ROOF SHINGLES ON 30# ROOFING FELT ON 1/2" COX i PLYWOOD SHEATHING. 2"X8" C 2"X10" ROOF RAFTERS 0 16" O.C. I 0 16" OC. 12 W/ R-30 FOAM INSULATION 10 a O N I TYPICAL FLOOR CONSTRUCTION I r 00 11 7/8" TJI FLOOR JOISTS 0 16"O.C. I (V W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 INSULATION 4'VENT 4'VENT 4'VENT 4'VENT -" PLYWOOD THRU ROOF THRU ROOF THRU ROOF THRU ROOF (TYP.) (TYP.) (TYP.) (TYP.)SECOND FLOOR ROOF Charles M. Thomas I 1 I I `\ rI W 14X34 STEEL BEAM I r� I �� I TYPICAL WALL CONSTRUCTION a r c h i t e c t ,, I I 1 I I I I CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP PO BOX 877 JAIJESPORT, NY 11947 (631) 727-7993 NG I LAY i it I LAY I 1/2" CDX PLYWOOD SHEATHING ON 2"X6" WD. STUDS HOUSE I I I I 0 16" O.C. 1 I lUB I R-25 INSULATION ( 2" CLOSED CELL + R13 UNFACED BATT) 1 HR. RATED PROJECT 5/8 WALL & CEILING 2"x6" ACQ SILL PLATE TERMITE SHIELD, SILL SEALER, r �r I 'V I I �1-1 5/8" DIA. ANCHOR BOLTS 026"-0" C.C. I � I I LAV I I Kt I I w.c LAV luY FRESH AIR INLET I D.W. I I ggMER 1 i 4" P.C. SLAB W/6X6 10/10 W.W.M. FIRST FLOOR 8" P.C. FOUNDATION WALL W/(2) #5 BARS TOP & BOTTOM PLUMBING RISER--DIAGRAM ON 2)x16" P.C. FOOTING CONNECT TO APPROVED P.V.C.PIPE PITCIiED W/(2) #5 BARS CONTINUOUS F.A.I. &SANITARY SYSTEM AS PER N.Y.S.OODE SCALE: N.T.S DATE: 12/5/17 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. x- 006 - 00 P MEZZANINE ROOF FRAMING P L A N 6OF7 4 SCALE: 1" = 20'-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. c r- c `r v, 17'- 9" 20'-6" , 2'-0" 9'-6" 3'-6" 110'-9" 3'-6" 10'-0" 10'-6" 2"X10 RR ® 16" OC. 2"X10" RR ® 16" OC. REVISIONS D E S C R I P T 1 0 N 11/7/18 AS BUILT ROOF 13ELOW 3 46 3946 3031 31031 31031 3031 co u Li G — - 0 iv co 2'X10" RR ® 16" OC. I 2"X10" RR ® 16" OC. C,4 16'T9" FRAME STUDY hEVERSE THRU 20'-0" AND LAYOVER MAIN ROOF 0 F I N1 1 LOFT I STUDY o co OPEN TO ;I J BELOW ® a to n X 246 � X --5T-6" I / v PARALLAM 7"X16" FLUSH " N \ I � — - - - - - - - WITH ROOFRAFTERS — r - - - 11'-2" — U O / U CEILING DRYWALL TAPED CEILING DRYWALL TAPED rlcy `co I � TO WALL DRYWALL TO WALL DRYWALL i ® 0 I 1 / 0 co DRYWALL CAULKED, GLUED :DRYWALL CAULKED, GLUED 00 o OR GASKETED TO TOP PLATE OR GASKETED TO TOP PLATE I \ to \ / X o I \ ( VP ® V) M O N BEDROOM ui L` X 11 7/8" L RI E DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED co O --I iV OR GASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE O — — —118" ML RIDGE — — — — — X BOTTOM PLATE CAULKED BOTTOM PLATE CAULKEDcr OOR GASKETED TO SUBFLOOR R GASKETED TO SUBFLOOR " I " v oL _ — — L _ — - - - - 117/8" ML RIDGE — 1 N Z Ul SUBFLOOR GLUED, CAULKED OR SUBFLOOR GLUED, CAULKED OR I — GASKETED TO RIM JOIST GASKETED TO RIM JOIST to RIM CAULKED OR RIM JOIST CAULKED OR ® I N I w 0 GASKEID P P PLATE Q 2 LAYERS OF " DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED )j" '00 / \ 0 COX PLYW00 OR GASKETED TO TOP PLATE OR GASKETED TO TOP PLATE 3'-6" .� 12 10 1 U I 1 STAGGER SEAMS O —[PLYWOOD CAULKED N `� ALK I N I / 1 �� OPEN T 4X6ANAILER SKETED TO � I D/ CLOS IJ� I . BELOW ® W _ W F W i X to DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED p " " o o N N 2X10 RR ® 16 OC. I 1 �1 \I \ I M ® cc OR CASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE 1 0 M 2( n l BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED BUILT UP VA EYI o / �' 8'–4" OR GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR 1 I / iI �I O O II2--,'10- el �J SUBFLOQR GLUED, CAULKED OR SUBFLOOR GLUED, CAULKED OR � 13'-6" I � / RR � 16" OC. I "X10" RR ® 16" OC. \ \ I N N I I l�-/I / � CASKETED TO RIM JOIST GASKETED TO RIM JOIST N I I I I (3) "00" FLUSH �L RIM JOIST CAULKED OR RIM JOIST CAULKED OR 0 9 1 2" ML RIDGE / 22'-6" \ GASKETED TO TOP PLATE GASK P `tn I Y I AW 5 16 0 iv 2"X10" RR ® " 30 10 SILL PLATE INSTALLED OVER SILL SILL PLATE INSTALLED OVER SILL vE VAS-1-E GASKET (SILL SEALER) GASKET (SILL SEALER) N N �vP -o BEDROOM of 2446 3 56 2446 2%10 RR 0 e N J I ® 16'OC, cq I 2"X10" RR 0 16" OC. I 2"X10' RR 016" OC. NOTE: SHADED COMPONENTS NOTE: SHADED COMPONENTS � 'It Q DESIGNATE AIR BARRIER SYSTEM DESIGNATE AIR BARRIER SYSTEM Q SHED ROOF =4 I EE 11 ■ " 4 3'-10j" co 6'-11" W-11" 4'-0" 4'-8" (V O 1L ML RIDGE— — 6'-0" 13'-10" 5'-11" CD J 0 0 " J 41 41 I 0 c AIR SEALING DETAILS AT CANTILEVERAIR SEALING DETAILS 00 n 00 25' 6" n tn 2"X10" R 16" OC. I FRAME FRONTTRE REVERSE THRU L` z 2"X10" R ® " OC. AND LAYOVER MAIN ROOF Z 2"X10" RR 0 16" OC. 5'-0" 6'-3" 6'-3" 6'-6" Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 P ROOF FRAMING P L A N PROJECT 4 SCALE: 1" = 20'-0" ELEVATIONS DATE: 12/5/17 PROJECT No. DRAWING BY. FS CHK BY. DWG No. ❑A - 007 - 00 7OF7 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. ASPHALT ARCHITECTURAL SHINGLE ROOF �^ \ ICE BARRIERS: ICE AND WATER SHETLD TO EXTEND "BLACK" NOT LESS THAN 36" HORIZONTAL MEASURED ALONG CEDAR PERFECTION SHINGLE SIDING THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDIING. "WHITE" (TYP ALL ROOFS) DOORS AND WINDOWS "ANDERSEN" 400 SERIS x DO NOT PROCEED WITH "BLACK" FRAt.11NIG UNTIL SURVEY v� EXTERIOR TRIM (FACIA. FREIZE, VNNDOW SURROUNDS AND OF FOUNDA'rION LOCATION RAKE BOARDS) AZEK "WHITE" HAS BEEN J APPROVED. �' n ,r` ARCHITECT - - APPRO ED AS NOTED L =L REVISIONS DESCRIP T ION H A N DATE:z F B.P.#_._ QQ��CC��TU - • -FTT FEE: lt" d BY: NOTIFY BUILDING DEPARTMENT ex 765-1802 THerror 1 i 1 765-1802 8 AM TO 4 PM FOR E B10.%ver d0Or installed, renlae d or ' FOLLOWING'INSPECTIONS: aria iduc repaired shall crli �r1tn r 11. FOR POURED.CONCRETEUIRED ��• uired. I A P LTA I A I 2. ROUGH = FRAMING & PLUMBING of the Town C 0(OF 3. INSULATION 8'-l" PLATE HEIGHT 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR-C.O. mus P Y —- - -— ALL CONSTRUCTION SHALL MEET THE r S 215 per 1" x 8" FASCIA 11. a REQUIREMENTS OF THE CODES OF NEW 7 gy Code YORK STATE. NOT RESPONSIBLE FOR S 'jner CEDAR " OVER �y AW 51 AW 51 DESIGN OR CONSTRUCTION ERRORS. int^US a 1� �- CEDAR PERFECTION � SHINGLES 6 ��\� 3 10 e S PLACA�343,.�+.tia 1117%" Lcill"D 5/4"X4" WINDOW 2 6 3 56 2 6 �j a0 & DOOR SURROUNDSco COMPLY WITH ALL CODES OF M (TYPICAL) 1 X2" Az B TT s NEW YORK STATE & TOWN CODES �,,,� �� r� N zE P) 8A 12 AS REQUIRED AND CONDITIONS OF L 1 _ i l D P F N D v' iiiVL UdVI L'n 1 Sl I L I 9'_0" PLATE HEIGHT 1 rlv r ru�u v n U VV, 6" FRIEZE PYP , „fi1ES -r z - TF I AW 51 AW 51 TO-i i4 Ujv':;<Q u H 1(;LD E EC•1"R1CAL Jl�Nddn��0 -�� JON REQUIRED 30 10 (2) 510 2 1 O 30 10 24 10 1 (2) 510 E R 1 _tl t �N.SpE j- P I KV01JU830 I nOH 1 s ' ', W i El I i L�==� 1171 1nJMV]Nn si .E 1 L) -- - -- 80AONVdlinoO Lr- t3RRtN :. 7 bcfarc I 108ckT; to�.00lE?. '�`!'� E F R O N T E L E V A T 1 0 N 1 SCALE: 1/4" = 1'-0" J W V / PLUMBER CERTIFICATION z ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY 0 J SOLDER USED IN WATER III SUPPLY SYSTEM CANNOT W u CXCEED 2/10 OF'1% LEAD. ST / \ \ TESTI' 14G I;E IiRfr C:�EGr{?11aG' I H AR I R IN R 0 i -�j I ILI I I 2 6 2 6L I I I I 30 A 51 2 046 3045 F LiJ. 11 11111 yo 11111111I I I i I Charles M. Thomas { a r c h i t e. c t } D P F N PO BOX 871 JAMESPORT, NY 11947 (631) 727-7993 S I L 1 "X10" COLUMN3070 PROJECT PLI I -i i 9'-0" X 8'-0" OH DOORS BY "CLOPAY" ELEVATIONS E L E F T E L E W A T 1 0 N 2 SCALE: 1/4" = V-0" DATE: 12/5/17 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT No. DRAWING 8Y. FS CHK BY. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN DWG No. SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX QFPTH 20 PSF 130 NO NO YES B SEVERE 36" MODERATE 11 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 WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. �r tz- ASPHALT ARCHITECTURAL SHINGLE ROOF "BLACK" `��" , ARCH ITECT CEDAR PERFECTION SHINGLE SIDING 'WHITE" DOORS AND WINDOWS "ANDERSEN" 400 SERIS "BLACK" REVISIONS D E S C R I P T 1 0 N EXTERIOR TRIM (FACIA. FREIZE, WNDOW SURROUNDS AND RAKE BOARDS) AZEK "WHITE" IIIIII III Hill1 101 11 111 1 1. 111111 111111 11 1 1 1 1 11 11 8'-1° PLATE HEIGHT " ■ ��plil aI G S ASPHRCOITEOTURLSIGL RO 3046 3 6 2 6 E TIO L C I c tl ro 1� -- - -- ! T- 3(31 31 C 31 31 31 30" 1 9'-0" PLATE HEIGHT- -C-4 LL O S I L 0) � 1 30 10 FWG 8080 3010 30!10 410510 3C 510ui :1 30EI0 WG 60 30 10 T I F Ll -- - -- _ Z \ Lr- 0 - 0 0 ® � z E REAR ELEVATION 3 SCALE: 1/4" = 1'-0" W V1 z - \ \ J 112 0 uj-777 11 1 111 D — �- I N � Z / \ / / \ Charles M . Thomas a r c h i t e c t AW 51 PO BOX 877 JAMESPORT, NY 11947 (631) 127-7993 E I C R R TI C R R TI HN S I LS I LS 24 10 24 10 PROJECT FOUNDATION PLAN FIRST FLOOR PLAN E SIDE E L E V A T I O N 4 SCALE: 1/4" = 1'-0" DATE: 12/5/17 PROJECT No. DRAWING BY. FS CHK BY. DWG No. 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. 67'-9" 11'-6" 17'-9" 38'-6" � 1• 12'-0" 10'-0" 19'-3" 9'-3" �•' ��� �.' '' ARCH ITFEE(,DT 30510 410510 30510 (3) 9 )4" ML HD Li 1$r (3) 9 k2" ML HDR REVISIONS D E S C R I P T 1 0 N 1 -Q � of 2"X10" RR ® 16" OC. 2"X10" RR ® 16" OC. 1 SCREEN co o c' c> co DI ING M C ' N PORCH N U- 40 2"X10" CJ 6 16" OC. Simpson Strong-Tie 2"X10" FLAT RR® 16" OC. R49 INSt11LATION HDU (CORNER HOLD DOWN) I 11'-5" O — 3 9 �ML HDR _ 3 510 FWG 1, 080 30510 30510 FWG 6070 30510 (TYPICAL THROUGHOUT, SEE DETAIL ® A2) N PARALLAM 7"X11 7/8" FLUSH °0 ( �,J (3) 914" ML HDR (3) g h" ML HDR 00 *p-�I GREAT ROOM REAR WALL �I` o i4 �I X8" ® 16" OC FULL HT STUDS 14 i v 14' PLATE HT I (V I n F5'-O" K I T C H E N 20'-0" '�i I SII 17'-6" _ I ISLAND P NTRY11> m a LINE OF CLG BREAK <w 01 En ® I� F GREAT ¢W �� Z� MASTER ' In RI110 R 0 0 M J 2'-0' ® F — = IJ °' 18' CLG HT z B E D R 0 0 M W M F-(j J IV DETECTOR 0 IN U 0 - cO - N p ®Q x z O, J j ' I w ®� t N I I N O �1 ui LAUNDRY / n III s DETECTOR y 0 MUD ROOM 00 °'o I I 2,_3„ 6^o ii N Q }- ti 0 II — � O 13'-2" -0 � (4) 11 Tia" ML FLUSH tO I � - - - I r�T W W `o F — — — WALK IN U1 125 CF ECERIOR SMOKE �0 1 R I ALK I N CLOS .. S �DETECTO M 15 R F F 0 •" k.+ Y R FAN TO — — — 0 CARBON /� of � of I ©MONOXIDE CLOS O �LL U i III ^ n �� DETECTOR I S) Cpl ATTIC I I.,II '� [fS " II r v>0 5'-0" 3._6" - FJ U M LPOURED CONCRETE LANDING 3'-3" 9'-3" — — — 7 Y2" BELOW RST FLOOR _ _ _ = I , " O N 3070 PD s-o W LINE OF WALL ABO _ I I I 1 = 1 2°�O F a — — ___ _ _ _ 'STUDY o FOYER 0 W �- -T4) 11 .9-M CFLUS I _SMOKE ^0 18' CLG HT I '^ F O DETECTOR o I I I v v �O)O 2.- 1._ �O�O SHOWER U o� p I I I I M M 15'-3" 11 8" TJI JOISTS 360 SERIES 8_4� o ® '16" OC. ® o F —J MASTER _ � "' I S UND INSULATION o_ I O 9'-3" I i 125 CFM EXHAUST r, BATH rn FAN TO EXTERIORN I L — LINE OF WALL ABOVE — 12'-10" ( ) 9 � M DR iv (4) 11 7.8" ML FLUSH 0" co F F 670-30 0-1670 F = _ _ _ _ _ _ I (3) 9ML HDR I ° o , N - - --- N M o 0 FREESIIAN2HDRT 24510 3010 24510 o _ B117 8" TJI JOISTS 360 SERIES a coBLUESTO E LANDING® 16" OC. I N cV (3) 9 I4' M R-21 INSULATION N w TWO CAR o *L12"X " RR 2"X8" RR A 251 (2) 3 510 AW2 1 GARAGE a °c TEIAP = J 4"X4" ACO POSTSLLI 1 1 HR. RATED WRAP W/ 1"X1 O" AZEK 0 I i 5/8" TYPE X SHEETROCK m M x WALLS & CEILING o I v_ 9' 8" a] 3 4" POURED CONC SLAB ON N COMPACTED FILL WITH ;o F I I WWM 6X6 / 1OX10 24'-6" Charles M. Thomas 1 5" STANDARD STEEL a r c h i t e c t PIPE COLUMN ON FOUNDATION PO BOX 877 JAMESPORT 631 WALL (EACH SIDE) , NY 11947 ( ) 727-7993 0 30510 I PROJECT (V 4'-01" 4'-04" (2) 30510 2'-2" 2'-2" 2'-2" 2'-2" 4'-1" 4'-1" 4'-4" 8'-1" 4'-4" 9'-6" 16'-0" 13'-4" 8'-2" 16'-9" 4'-0" 67'-9" FIRST FLOOR UVING AREA = 2243 SF SECOND FLOOR PLAN P F I RST FLOOR P L A N 1 SCALE: 1/4" = 1'-0" ( DATE: 12/5/17 PROJECT No. DRAWING BY. FS CHK BY. DWG No. 0- 003 -00 3 O 7 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. !� ;✓4�rp,. O,,A ICY L Y' � 4 •S i 0,t. ARCH ITECT REVISIONS D E S C R I P T 1 0 N 1F I Z2_1 II I II II I II 17't9" I 20'-6" R R TO WALL (14) 10d x 1 /2" FASTENERI " 3'-6" I 2'-0 9'-6" 3'-6" 10' 9 10'-0" 10'-6" CS16 I STUD TO BAND JOIST (20) 1 Od x 1 1/2" FASTENER I 1 a a I I I MTS16 . D35 I I I 1 3 46 1 3146 1 3031 31031 31031 3031 MTS12 0 ) o x - - -- - - - - - - - - - - - - .a N (3) 9 Y2" ML HDR I1 a N 16'-9" 1 LTP4 LTP4 20'-0" D10 r Uplift connectors shall o _ / 00 bypass each other to N CO LOFT/ STUDY LTP4, spacing as required for prevent cross-grain °D SMOKE = OPEN TO !2 1 shear. SSP spacing for uplift. tension of band joist. OS DETECTOR BELOW LL VV RAFTER TO WALL SCALE: N.T.S. SILL TO RIM JOIST (12) 8d x 1 1/2" FASTENER o x 70� v i �r r N II I 216 i I . I P .ARALLAM 7_'X16" &Q!jlj _ WITH ROOF RAFTERS 20'-0" Ridge Beaml I I z U l 00 125 CFM AUST . ( I w O AN o 1 'i a W I I 0 C) .Ia _ C6 RIDGE �----_ BEDROOM Q 3 — —1� TF — — — — — — — — — — 1 SMOKE 00 m- oI _j — J ILn I W I w MSTA •� O O--DETECTOR K) Ln RAFTER •I ;, a 1 W � I N I F I• I v O SMOKE 1 NR e .J D58 s'0 �M I O~CARBON OR z SimSimpson Strong Tie 2" FLOOR DR it, ©- -MONOXIDE p G� BELOW WASH R 1 DETECTOR a I n WITH CEILING COLLAR TIES ® 32" O.C. :�j I U CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong-Tie JIN NPER RAFTER INSTALLED OVER PLYWOOD CID3'-6" �w s-o" 5'-112'-10"RIDGE STRAP TIE ADJUSTABLE HANGER OPEN T SCALE: N.T.S. SCALE: N.T.S. Ty 2-5 058 2-2068 O D to ALK as /W CLOS BELOW— BEDROOM SMOKE O O-- DETECTOR 1 1 1 I o 0125 8'-4" I U G CFM XHAUST LO FAN 2 � I I 13'-6" 9'-2" 1 fV v OI I = 1 1 2'-10" AW 5L i � 30510 N I I I 1 iV (3) 9 Yi' ML HDR 1 1 / \ — J1 � 2446 3 56 2446 — — — — ° to C4 I .— a W I I I I— L— —�� — `o BEDROOM o� N I I - - - - - - - - _j to 1 ¢ O DETECTOR O( N (V I — wl __I 1 I JI 1 3'-10 2'-1 V-11" 6'-11" 4'-0" 4'-8" _ _ _ 1 N o6'-0" 13'-10" 8'-8" 1 6 - - - - - -5-11" I0 CO I I I I ( SECOND FLOOR UVING AREA = 1255 SF 1 I I Charles M. Thomas F I lI 25'F6" IW a r c h i t e c t I Z 1 Z I 11' 10" 1 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 `—� — — I I PROJECT AW 51 I 1 �- - - - - - I - - - - J V-6" 5'-0" 6'-3" 6'-3" SECOND FLOOR PLAN P SECO N D FLOOR P L A N 2 SCALE: 1/4" = 1'-0" DATE: 12/5/17 PROJECT No. DRAWING BY. FS CHK BY. DWG No. W—FO-0-41-0 4 OF 7 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. ARCH ITECT REVISIO D E S C R I P T ION 12'-0" 17'-9" 38'-6" t I I UNEXCAVATED 0 4" POURED CONCRETE SLAB I I I I I OVER 6 MIL. POLYETHLENE 1 I VAPOR BARRIER ON WELL 1 COMPACTED POROUS FILL I 16'-1" I 1 I I I 1 1 I I I I I 4-1_3/4" X 11 7/8" FLUSH10 I �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - d' N POINT LOAD FROM ABOVE BEAM POCKET &L GIRDERS SHALL BE SHIMMED 12'-0 I TYPICAL. I 1 AS REQUIRED IN BEAM POCKETS I10" I I ITH STEEL SHIMS (TYP) 16'-8" 20'-6" t;co 17'-5 "LID � io 1 D 1 10" P.C. FOUNDATION WALL Is=a W/(2) #5 BARS TOP & BOTTOM 04 01 I 117/8" TJI JOISTS 360 SERIES �� r —I ON 10"x20" P.C. FOOTING I 03. 1 I R-® SUOLATION I I w/(2) #5 BARS CONTINUOUS I I I IXto ww 1 1Is „ 1 DO w o UNFINISHED DOUBLE UP JOIST UNDER F KITCHEN ISLAND Sao CELLAR9'-0" CLG HT ^� 1 t1< 1 4" POURED CONCRETE SLAB — — — — — — — — — �o � OVER 6" MIL. POLYETHLENE I tO I 1 VAPOR BARRIER ON WELL 117 e" TJI JOISTS 360 SERIES r n COMPACTED POROUS FILL ® INS OC. I U JI F FF R-21 INSULATION o PROVIDE 5/8" TYPE "X" GYP. BD. ON ao ( m I 117/a" TJI JOISTS 560 SERIES ( I I I f CEILING ABOVE FURNACE FOR AT r w " t:_55 O Lai LEAST 3'-0" ON ALL SIDES AS PER � L t ® 12 OC. 3 1/2" STANDARD STEEL `V IRC 2015. CODE —J R-21 INSULATION PIPE COLUMN„ "16'-11" ON A 30"X30 X15 DEEP I 0 NOTE: ENTIRE CEILING SHALL BE x POURED CONCRETE FOOTING. z H WH SMOKE t c c DETECTOR MI00 n r r � MI00 � 0 14'-0" i SHEET ROCKED WITH 1/2 TYP X t I¢ n (TYP) 11)Of t�-i 3-1 /4" X 11 7/8" FLUSH UNDER WALL ABOVE PER IRC 2015 M - '� i I III — I = = —— _ = _ = _ _ _ _ = c� - - 3 1 3/4 X 11 7/8 FLUSH DIRECT VENT GAS BURNER M — J VENT PER CODE — POINT LOAD FROM ABO = W 1 L_801LER - - - - - - - — 17 3-1 3/4 X 11 7/8 FLUSH r 1 I W — - - - - — _ = rr — rr = _ _ _ _ _ 3/4�X 11 7/8�FtLISH _SMOKE L ° S DETECTOR o I I UP �o I to I I 1 I15PR DETAR ON ECTOR I I I I P R D O C E TAIR - - - - - - - - 200 w I 00" r 1 3- 1 3/4" X 11 7/8" FLUSH I °D of I I J I POURED CONCRETE LANDING 1 L- J L �� - - 1 — J Ito D 7 BELOW FIRST FLOOR c� — — O W N I I I 13 a I — ________— r I — 771 o � _ 2-1 3/4" X 11 7/8" FLUSH — — — t " F J I I F� 00 2'-2- 13'-5" I 10" t o I I "co U `� � Z _ I � L J � I II Z¢0 I I to 117/8" TJI JOISTS 360 SERIES x Lo 1 10�o I I �;+ 16" OC. N to "' ~ R-21 INSULATION I 1 t °i 0 w� 10" ( 12'-10" 8'-10" M 15'-7" o l0 z I o a0Z I 1 - - - - - - - - 00 UNEXCAVATED I — — — — — _ — —N FLo —1 10 1_I M I 4" POURED CONCRETE SLAB I o I I — — 1 OVER 6 MIL. POLYETHLENE — 'I I VAPOR BARRIER ON WELL I — — — — — — — — — o M o — — — J ' 1 J COMPACTED POROUS FILL 1 r o — < 0 I 1 I 8,r 1 8'-4" 8" r— f_ — Z I UNEXCAVATED - - - - J 1 - - - - - - - - 0 Z!< _j 0 4" POURED CONCRETE SLAB o0 R) I I o I I OVER 6 MIL. POLYETHLENE L — — — — — — — w� VAPOR BARRIER ON WELL i' I I Z``'0 COMPACTED POROUS FILL o�zSLAB TO SLOPE I Charles M. Thomas 0 Z DN. TO DOORS l 0 0 STEP FOOTING 2:1 MAX N a r C h I t e C t FOOTING MIN 36" BELOW GRADE I I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 ON VIRGIN SOIL 8" POURED CONCRETE FOUNDATION I I PROJECT WALL ON 8"X16" POURED �v I CONCRETE FOOTING M 1— - - - - - - - -� I I I ELEVATIONS 9'-6" 16'-0" 13'-•4' 8'-2" 4'-4" 8'-1" 4'-4" 4'-0" 63'-9i" 67'-9" DATE: 12/5/17 PROJECT No. DRAWING BY. FS CHK BY. DWG No. W- 005 - 00 P F O U N D A T I O N P L A N 5OF7 3 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, INI WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. b I, 11 7/8" ML RIDGE TYPICAL ROOF CONSTRUCTION 4�sa (h ASPHALT ROOF SHINGLES ON 30# ROOFING FELT ON 1/2" CDX PLYWOOD SHEATHING, 2"X10"' ROOF RAFTERS ® 16" O.C. + ARCH ITFEE CT 11 7/8" ML RIDGE 12 10 TYPICAL CEILING CONSTRUCTION 2"X10" JOISTS ® 16"O.C. W/MIN. R-49 INSULATION REVISIONS D E S C R I P T 1 0 N PARALLAM 7"X16" FLUSH „ RAFTER TIES 0 16" OC WITH ROOF RAFTERS 2"X8" CT 12 ® 16" OC. 710 TYPICAL ROOF CONSTRUCTION 8'_1" PLATE HEIGHT 12 16 TYPICAL ROOF CONSTRUCTION ASPHALT ROOF SHINGLES ON 30# ROOFING FELT ON 1/2" CDX ASPHALT ROOF SHINGLES ON 30# ROOFING FELT ON 1/2" CDX PLYWOOD SHEATHING. PLYWOOD SHEATHING. 2"X10' ROOF RAFTERS 0 16" O.C. 2"X10' ROOF RAFTERS ® 16" O.C. W/ R-30 FOAM INSULATION W/ R-30 FOAM INSULATION TYPICAL CEILING CONSTRUCTION +` 2"X10" JOISTS ® 16"O.C. W/MIN. R-49 INSULATION GREAT ROOM REAR WALL 2"X8" ® 16" OC FULL HT STUDS 14' PLATE HT 9'-0" PLATE HEIGHT Ys SHEET ROCK WALLS AND CLG T&S 3 COAT 0 I MASTERN TYPICAL WALL CONSTRUCTION TYPICAL WALL CONSTRUCTION BATH WALK I N M A S T E R CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP B E D R 0 0 M 1/2" CDX PLYWOOD SHEATHING ON 2"X6" WD.STUDS CEDAR PERFECTION SHINGLES N 2"X HOUSE WRAP � 1/2" CDX PLYWOOD SHEATHING ON 2"X8" WD. STUDS CLOS ® 16" O.C. rn R-25 INSULATION ( 2" CLOSED CELL + R13 UNFACED rn R-25 INSULATION ( 2" CLOSED CELL + R13 UNFACED BATT) BATT) TYPICAL FLOOR CONSTRUCTION TYPICAL FLOOR CONSTRUCTION 11 7/8" TJI 360 FLOOR JOISTS 0 16"O.C. 11 7/8" TJI 360 FLOOR JOISTS ® 16"O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 INSULATION 2"x6" ACQ SILL PLATE W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 INSULATION 2"x6" ACQ SILL PLATE TERMITE SHIELD, SILL SEALER, TERMITE 5/8" DIA. ANCHOR BOLTS 5/8" DIA.ANCHORLBOLTSLER, 026"-0" O.C. __ _ __ 026"-0" O.C. NOMICROLAM GIRDER ITE: ENTIRE CEILING SHALL BE 3-1 3/4" X 11 7/8" 3-1 3/4" X 11 7/8" SHEET ROCKED WITH 1/2" TYP 'X' MICROLAM GIRDER SHEET ROCKED WITH 1/2NOTE: ENTIRE CEILING SHALL BE" TYP 'X' PEIR IRC 2015 UNFINISHED PER IRC 2015 UNFINISHED (n CELLAR c 10" P.C. FOUNDATION WALL CELLAR e 10" P.C. FOUNDATION WALL Z 0 W/(2) #5 BARS TOP & BOTTOM 0 W/(2) #5 BARS TOP & BOTTOM 9'-0" CLG HT I ON 10"x2o" P.C. FoonNc 9'-0" CLG HT I O 3 1/2" STANDARD STEEL PIPE 3 1/2" STANDARD STEEL PIPE - ON 10"x20" P.C. FoonNc COLUMN ON A 4" POURED CONCRETE SLAB W/(2) #5 BARS CONTINUOUS COLUMN ON A 4" POURED CONCRETE SLAB W/(2) #5 BARS CONTINUOUS 30"X30"X15"DEEP POURED OVER 6" MIL. POLYETHLENE I 30"X30"X15"DEEP POURED OVER 6" MIL. POLYETHLENE CONCRETE FOOTING. (TYP) VAPOR BARRIER ON WELL CONCRETE FOOTING. (TYP) VAPOR BARRIER ON WELL Q — COMPACTED POROUS FILL COMPACTED POROUS FILL � z E'r i Li i w U) (� W J W z 0 rr' -1 � J Idy �- s S E C T I O N U_ J � 1 SCALE: 1„ = 20'-0 O W U � (2) 14” ML RIDGE ICE BARRIERS: ICE AND WATER SHETLD TO EXTEND NOT LESS THAN 36" HORIZONTAL MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. (TYP ALL ROOFS) TYPICAL ROOF CONSTRUCTION ASPHALT ROOF SHINGLES ON 30# ROOFING FELT ON 1/2" CDX i PLYWOOD SHEATHING. 2"X8" C 2"X10" ROOF RAFTERS ® 16" O.C. I ® 16" 12 W/ R-310 FOAM INSULATION 10 IO CV I TYPICAL FLOOR CONSTRUCTION I r 11 7/8" TJI FLOOR JOISTS 0 16"O.C. I CV W/3/4" (PLYWOOD SUBFLOOR W/MIN. R-21 INSULATION 4'VENT 4"VENT C VINT 4"VENT �— �" PLYWOOD THRU ROOF THRU ROOF THRU ROOF THRU ROOF QYP.) (TYP,) (TVP.) (TYP.)SECOND FLOOR ROOF Charles M . Thomas kW 14X34 STEEL BEAM TYPICAL WALL CONSTRUCTION a r c h i t e c t .4 1 1 1-ItA I CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1 I PO BOX 871 JAMESPORT NY 11947 (631) 727-7993 HOUSE UV i I I w.0 I uY I I 1/2" CDX PLYWOOD SHEATHING ON 2"X6" WD. STUDS 16" O..C. I I I I I R-25 IN'SILATION ( 2" CLOSED CELL + R13 UNFACED I 1 i BATT) 1 HR. RATED PROJECT 5/8" TYPE X SHEETROCK I r t 1-I/Y s Y1-1/2' WALLS & CEILING Y IC Q SILL PLATE I r 7 �2•V TERMITE SHIELD, SILL SEALER, 5/8"�1-1/1V -1-Ir1Y�1-1/2V Q-1-1/2Y c�-1Y �"1-1�7Y �1-1/2'Y 'V 26" p0" O.ANCHOR BOLTS I Isw I I WASTER uV I IMG I IMG IAV ILAV FRESH AIR INLETSIM I SIM ITUB I 4" P.C. SLAB W/6X6 10/10 W.W.M. D.W. I I 1 FIRST FLOOR 8" P.C. FOUNDATION WALL W/(2) #5 BARS TOP & BOTTOM ON 8"x16" P.C. FOOTING CONNECT TO APPROVED P.V.C.PIPE PITCHED PLUMBING R I S E R�-b l A G R A M W/(2) #5 BARS CONTINUOUS F.A.I. do SANITARY SYSTEM AS PER N.Y.S. rL SCALE: N.T.S DATE: 12/5/17 PROJECT No. DRAWNG BY. C.M.T. CHK BY. DWG No. W-FO-0-61-0 P MEZZANINE ROOF FRAMING P L A N 6OF7 4 SCALE: 1" = 20'-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, INI 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. C.) ,•;.a - " �:~' ARCHITECT 20'-6" 2'-0" 9'-6" 3'-6" 10' 9" 3'-6" 10'-0" 10'-6" 2"X10 RR ® 16" OC. \\ 2"X10" RR ® 16" OC. REVISIONS D E S C R I P T 1 0 N NX ROOF 3ELOW 3t 46 3946 3031 31031 31031 3031 r 0 iv T2'X10'" RR ® 16" OC. i 2"X10" RR ® 16" OC. N 16'T9" FRAME STUDY hEVERSE THRU 20'-0" AND LAYOVET MAIN ROOF _ o r N °° 00 LOFT STUDY M o °° N OPEN TO of J BELOW ® o oo �I 0 � N �I / % cn 24 6 ^I / N X 5'—f6" I / PARALLAM 7"X16" FLUSH N I f WITH ROOF RAFTERS 11'-2" - - - - - - - - - - - �- - - - — - - - 0 CEILING DRYWALL TAPED CEILING DRYWALL TAPED __ I TO WALL DRYWALL TO WALL DRYWALL U DRYWALL CAULKED, GLUEDI DRYWALL CAULKED, GLUED 00 I \ I 0 � I OR GASKETED TO TOP PLATE OR GASKETED TO TOP PLATE N �/ BEDROOM — — — — — — — X 11 7/8" L RI E CAULKED. GLUED DRYWALL CAULKED, GLUED DRYWALL CAULKED. R OR GASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE O — — —11�83_ML RIDGE — — — — — X BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED N I N OR GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR 11 7/§LML RIDGE I X SUBFLOOR GLUED, CAULKED OR SUBFLOOR GLUED, CAULKED OR I s ( I N GASKETED TO RIM JOIST GASKETED TO RIM JOIST 10 RIM JOIST CAULKED OR RIM JOIST CAULKED OR K D SIN I N I I O 2 LAYERS OF Y�" _� DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED j / I \ I I Q r �r COX PERSOD OR GASKETED TO TOP PLATE OR GASKETED TO TOP PLATE 3'-6" 12' 10" C3 0 STAGGER SEAMS = I / PLYWOOD CAULKED I OPEN T O I OR GASKETED TO N I D/ CLOG�N I��� I % BELOW III Cn 2"X6" NAILER �6) 1 A/ C JS Of d VV " dJ'II Ox II R 11' � W -� LJ - QxX 10 04 N _ DRYWALL CAULKED, GLUED N M z DRYWALL CAULKED, GLUED 0 2"X10" RR ® 16" OC. I I OR GASPKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE � .. BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED BUILT UP VA ETI p O / �I 8'-4 O p O OR GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR I I / =I x x I I N N ld SUBFL00R GLUED, CAULKED OR SUBFLOOR GLUED, CAULKED OR ( 13'-6" 2" 10" RR t� 16" OC. "X10" RR ® 16" OC. LLLLLL U GASKETED TO RIM JOIST GASKETED TO RIM JOIST r iV / I \ I (3) "00" FLUSH RIM JOIST CAULKED OR RIM JOIST CAULKED OR o 9 1/2- ML RIDGE / I 22'-6" GASKE GASKETED TO TOP PLATE in I'7 V T ' �+vY I AW 51� 2"X10" RR ® 16" 0 30510 �'� I l`J/ SILL PLATE INSTALLED OVER SILL SILL PLATE INSTALLED OVER SILL iv �JE VAu- I I I I /Jr GASKET (SILL SEALER) GASKET (SILL SEALER) N N �Q r '-o BEDROOM „ „ 2446 3 56 2446 2 x10 RR ® 16"OC I— N 2"X10" RR 0 16" OC. I 2"X101' RR 0 16OC. NOTE: SHADED COMPONENTS NOTE: SHADED COMPONENTS d 4 R ?i s Q DESIGNATE AIR BARRIER SYSTEM DESIGNATE AIR BARRIER SYSTEM Q SHED ROOF EE 11 vl � 3'-10j" 6'-11" 6'-11" 4'-0" 4'-8" p 0 9 1,L2: ML RIDGE— — A: fo: L r 1 -6" 5'-11" (D J I � U N J a I O I iV AIR SEALING DETAILS AT CANTILEVERAIR SEALING DETAILS o 25' 6" ^ FRAME FRONTTRE REVERSE THRU 2"X10" R 16" OC. I Z 2"X10" R ® " OC. AND LAYOVER MAIN ROOF I Z 11' 10" 2"X10" R ® 16" OC. V-6"IL 5'-0" 6'-3" 6'-3" 6'-6" Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 P R 0 0 F F R A M I N G P L A N PROJECT 4 SCALE: 1" = 20'-0" ELEVATIONS DATE: 12/5/17 PROJECT No. DRAWING BY. FS CHK BY. DWG No. DA - 007 - 00 7OF7 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, IIN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7' CORNER AND PARTITION POSTS TOP PLATE FRAMING T0► ACCOMADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS` PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE _�t RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER r ROOF TRUSS L/18o SLOPES THAN 6 W/NO TOP PLATES FINISHED CEILING f` rq*, _ ;•'`�� SECOND STORY TOP PLATE— MM TABLE 3.1 ATTACHED TO RAFTERS WW ..IN TOP PLATE SEE DRILLING AND " GYPSM BOARD INSTALM� STUD INTERIOR WALLS AND H/180 ''Y.•;;"-t ,� 16d NAIL AT 24 O.C. ACCORDANCE WITH PARTITIONS JOIST IS PERMITTED TO NOTCHING PROVISIONS 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 BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEBELL OF STUDR DEPTH WFCM SECTION 3.3.1.1.1 1 3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE EXT. WALLS W/ PLASTER OR H/iso STUCCO FINISHE „ / / d NAIL AT 6" O.C. NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE ALL PANEL EDGES) WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES4 ° T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WND LOADS L/240 5/8" MIN. TO EDGE JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEEID WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH 0 BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the 0 TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT W GYPSM BOARD INSTALLED IN deflection limits herein. AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o ) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the len ht BEARING ALL PANEL EDGEST g CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL CROSS SECTION OF CUT CR of the cantilever. DOUBLE AND NO MORE THAN TWO 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cn glass or sandwich panels, the total load deflection shall not LAP JOIST 3 IN. MIN. CUT INTO STUD — z BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of o BAND JOIST WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall in N OR BLOCKING INSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 i? 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION SILL PLATE JOIST o SECTION 3.4.3.1 . FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF ,� SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE \'--SUBFLOOR 8d NAIL AT 6 O.C. ON ALL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT EDGES ANDEI12'�0 CA ON ALL ROOF/ CEILING ROOF/CEILING ROOF CEILING FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES 15 psf or less 25 psf NOTCHING AND BORED HOLE LIMITATIONS WALL SUPPORTING PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS p� \ NON—BEARING WALLS: R602.6 (� ) CX (2) LATERAL BRACE AT 6 O.C.OCFOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) Uj 0 TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS V) Uj N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W FASTENER SPACING (inches) SEE STUD TO RAFTER z Q FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PLE TUD/ i, T PICAL IOR STUD TO STUD DETAIL � GABLE END TRUSS ? 1: .- p TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL CONNECTORS < 6 FEET < 8 FEET 1/2" SPACING—� A A R QUIRED � U ALLOWS I 10-8d 0 N0. 8 WOOD SCREW 16" 10" g" _ HOLDDowN NAILS � ANCHOR WITH 2" EMBEDMENT INSTALLATIONF HEADER STUDS FULL LENGTH WA STUDS 5d COOLER NAILS AT 10 O.C. � Q LENGHT DOUBLE A A _ sTUD (MIN.) ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH AT HARDWARE ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS 16 12 9 AT EACH END OF HEADER AND GYPSUM BOARD z N0. 10 WOOD SCREW HOLDDOWN ° o TRANSFER SHEAR ANCHOR WITH 2" EMBEDMENT (HDU) ° N UPL AT BOTTOM OF HEADER STUDS IN ° ° NOTE: SIMILAR CO NEC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W LENGHT ° ° CONNECTION AT WALL STUDS AND AT TOP AND ° FOUNDATION. Q R UIR BOTTOM OF CRIPPLES 20 GAUGE STRAP 2-16d COMMON L1J 1/4" LAG SCREW BASED ANCHOR 16 16" 16" SIDE WALL ° ° NAILS AT 6' LL FLOOR B R ACING A T END QUj BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS 0 (� WITH 2 EMBEDMENT END WALL I , ' LENGHT SUBFLGGR ( WFCM FIGURE 3. 6 ) CONNECTIONS FOR OPENINGS �+. 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. I FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST 0 12" MAX. ( WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN U' �; EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. AILS BASED E SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. � Uj o .i i��• TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ; ~ , H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF o LESS THAN 1,500 POUNDS. ° ° H/2 BUT NEED OT ��, � H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NAIL S ° EXC ED 15 FT. AX. EXCEED 40 FT. MA . REQUIRED 1 T RAFTER TAILS ARE NOT EACH END OF 1-1/4 0 WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° 5,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP ~ "' HOLDDOWN ° CORNER STUD 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW Z (HDU) o ° ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS Q ROOF RAFTER o a ��l TRANSFER SHEAR GABLE ENDWALL BALLOON FRAMING FOUNDATION CLEARANCE FROM SCOPES � ° ° DOUB20, GA. STRAP— aTUH�oIN� PREFERRED METHOD RAFTER 14 WIDE MIN. 8d NAIL AT 12" O.C. ON Q w W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z W r� -+ (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM RIDGE BEAM Ivr AT 16d NAIL 4 . FLOOR TO FLOOR PHD5 24,. O.C. RIDGE TENSION STRAP DETAIL_ �CONNECTION ° TABLE R301 . 5 NOTES � FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING _ EXTERIOR WALL STRAPPING SCHEDULE ` 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R301 . 5 AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS ) 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 WOOD 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 S 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 (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) r 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 >- A35— - A35— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD A OTRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD CONNECTION (A)�OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD U s E F- 3ROOFSND TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE RAFTER RIDGE a 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD ORA 300 POUND * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 Cn w Cn 3 SCALE: N.T.S. SIZE PER MOST RECENT ATALOG INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL / I 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 V NAIL PENETRATION INTO FRAMING IS ACHIEVED. WALLS. WOOD STRUCTURAL PASSENGER VEHICLE GARAGES 50 co ®II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IIN f. GUARD IN - FILL COMPONENTS (ALL HOSE EXCEPT THE L HANDRAIL) BALUSTERS AND PANEL FILLER SHALL BE DESIGNED ACCORDANCE WI1TH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE \-16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m (TABLE 3.1, WCFM 20115ri 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 O LOAD REQUIREMENT. a ® HIGH WIND EDITION) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 ® FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ® 8d NAIL AT 6" O.C. ON FOR CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AMD B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE ( PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12" O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 2 � CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS I MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 1. AREAEXTERIOR C0RNER FRAMING ORTHE FRAMEDICOPEN NGSIN ACCORDANCE WI HACCESSIBLE BY AULL sECT10 07 1TAIND AY 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie 2:12. 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 EDITION) The design of this structure is based upon -�' ( TABLE 2 WFCM 2015 HIGH WIND EDITION g p prescriptive approach using the SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC 2. C E 0 S IF ATERAL & SHEA L published by The American Forest and Paper Association. Non- Structural lements yb ,. NAILING SCHEDULE are based upon the INTERNATIONAL RESIDENTIAL CODE 2015- 2015 IRC, 2nd GENERAL N 0 T E S f MAX. ANCHOR BOLT SPACING (INCHES) ;,} ; V ANCHOR BOLT CONNECTION FOUNDATION NOTES L2,3,4 PRINTING, AS ADOPTED BY NYS AND THE 2016 SUPPLEMENT. 1. All works shall be performed in accordance with all state, '~ - Ft r RESISTING SUPPORTING P .•. �, ,:- ,F .r NUMBER OF NAILS NAIL SPACING municipal, local zoning and building codes and ordinances a, i •�=�) JOINT DESCRIPTION 5/8" ANCHOR BOLTS 39 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on havingjurisdiction and best standards of construction COMMON NAILS I - FLOOR sheet no. 1 1 fns LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 practice. �, `N a All non engineered lumber to be Douglas Fir#2 or betterft. 4-8d PER RAFTER I. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3. The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Wind Limitations-Section R301.2.1 to all work performed on this project. 4-8d 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. An CEILING JOIST TO TOP PLATE TOE-NAILED Y y 3. FOR THREE SECOND GUST WINO 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 COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Minimum Room Area-Section R304 3. Contractor shall guarantee to the Owner that all materials and o Ceiling Height-Section R305 equipment incorporated in the work will be new, and that all work Sanitation-Section R306 - BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 of l one yearformthetdateeoffthe finaltCertfi ate of Occupancy. d TRIM BOARD TO RAFTER END-NAILED 2-16d I EACH END Glazing-Section R308 4. The Architect shall not be responsible for the construction means, 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 Means of egress-Section R311 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Ramps-Section R311.6 Architect shall not be responsible for the acts or omission by TOP PLATE AT INTERSECTION FACE-NAILED Stairway-Section R311.7 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Handrail-Section R311.7.8 and/or the building as designed without the expressed written a Guards-Section R312 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 5. The contractor and all subcontractors shall maintain continuous 2-16d PER 2X4 STUD Carbon Monoxide Alarms - R315 insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) Foam plastic-Section R316 Com 3-16d PER 2X6 STUD Compensation, etc.) and general liability in an mount not Z lY and damage oz Flame Spread and Smoke-Section R315 cfl less than $ 5 million and automobile liability 4-16d PER 2X8 STUD Insulation-Section R316 9 Dwelling Unit Separation-Section R317 coverage not less than $ 2 million. The Architect shall be En N 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 FLOOR FRAMING Protection Against Temites-Section R318 insulation at all perimeter sills. 4-8d PER JOIST 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 Accessibility-Section R320 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Elevators and Platform lifts -Section R323 8. A single station smoke detector alarm device shall be installed 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 3-16d EACH JOIST Foundation-Chapter 4 as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 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 JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. per square foot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is 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. ROOF SHEATHING (W ^I 5/8 Ancor Bolts (SSTB-28) See chart ion this sheet for spacing 13. Do not scale drawings. Use figure dimensions only. ` V 14. All work to conform to the rules and regulations of the New York 8d 6" EDGE 6" FIELD 8" poured concrete foundation wall, 8'-0" high, 3000 # test Energy Conversation Construction Code. All glazed area to be double STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16 OC / Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing glazed and all exterior door to have insulated cores. 8d 6" EDGE 6" FIELD 16"x8" poured concrete wall footings, 3000# test UJ GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG / 15. The insulation protection as indicated on these plans exceeds z W 2-1 3 4"x11 7 8" Microlam Girder or 3 1 2"x11 7 8" Power Beam Q GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier) the Code's minimum standards. P # P 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W 8d 4" EDGE 4" FIELD Damp proofing at exterior foundation below grade-Section R406 shall remain the property of the Architect whether the project 30"00"x`12"CEILING SHEATING for >LOOKOUT BLOCKS 8d Q2" deep poured concrete column footings, 3000# test which they made is executed or not. They may not be used CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT on any other project except by written authorization of the Architect. < / 3000# test, 48" minimum buried depth 17. Architect has not been retained for site supervision, on-site `J GYPSUM WALLBOARD /5d COOLERS 7" EDGE 10" FIELD Deck and porch flootings as noted, 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 Q Q Pour no concrete on frozen ground or in freezing water. Provide 3 1/2' steel lally columns. UPLIFT - CONTINUOUS PATH CONNECTORS ®Backfill shall shall not be placed against the wall until the wall has sufficient F strength and has been anchored to the floor above, or has been sufficiently USE SIMPSON STRONG-TIE CONNECTORS braced to prevent damage by the backfill (Section R404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND " EDGE 10" FIELD Floors - WFCM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD 5d COOLERS 7 / Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. CONSTRUCTION CATALOG C-HW02 W Draftstopping - Section R502.12 Q Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: Z SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie LLJ Floor Construction: NOTES FOR SPACING 0 3/4" plywood subfloor, fasten per Table 3.1 WFCM. U210 2X6 Q Li . Floor joists: see Foundation and Floor Plans, spacing as noted. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER L 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 4-10d x 1 1/2" ( ) FLOOR SHEATHING 4 USE Finish floors per agreement. -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 SSP CONNECTOR AT 16" O.C. NOTE' 1' OR LESS 8d 6" EDGE / 12" FIELD WFCM, Table 2 and Section 4 USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1x6 fascia, wrap GREATER THAN 1" tOd 6" EDGE / 6" FIELD Overhangs as noted. Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE:MTS 36, 16" O.C. MEMBER WITH 2-1/2" X 5'� LAG Alluminum gutters and leaders. Siding: see Elevations. BOLTS AT 16" ON CENTER Tyvek housewrap. USE (4)-8d NAILS AT EACH END 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. FLOOR TO FLOOR CONNECTION USE: 2x4x Studs 0 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 O GWB at fire partition RAFTER TO STUD CONNECTION USE: Simpson Strong-Tie 0 1/2" MR GWB in wet areas MTS 36, EACH ROOF RAFTER X210 2X6 H- 0 At least one window in each sleeping room shall comply with the exit reqirements USE 8 16d NAILS AT EACH END N 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 figure R 602.6(2) for non - bearing walls. 4-10d x 1 1/20) () Follow exterior corner framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE: SIMPSON Underloyment application (Section R905.2.7.)nailing see table 3.8 PC44 FOR EACH POST Q ui 5- 8DSIMPSON H ST USE W/ONLY 8" ANCHOR BOLT (14") For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- o 5- 8D TO STUD ONE SILL 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 0 EACH JOIST (EVERY STUD) STUD TOS underlayment X210 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) SIMPSON underlayment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 .� HDU " hold in place. PORCH ROOF RAFTER TO GIRDER USE: C" 8" Starting at the eave , apply 36- inch wide (914 mm( sheets of underloyment, H2.5A AT EACH ROOF RAFTER (14) SDS Ya X 3 WOOD SCREWS overlapping 4-10d x 1 1/2" ' 7" MIN EMBEDMENT successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. TYPICAL PORCH DECK LEDGER N (SEE FOUNDATION PLANS A-3.1 AND For roof slopes of four (4) units vertical in (12) units. A-3.2 FOR LOCATION a e °• ) cp. oa•>' s° •.° � (MINIMUM DOUBLE STUD) Ice Protection (Section R905.1.2) C 0 N N E C TI O N S Underla ent in High wind (Section R905.1.1) 0SIMSON STRONG 11E Gc s ° , » Flashing (Section R905.2.8) STU }�2 BEARING PLATE ° . o ° . , „ 1 1/4 COIL STRAP - 16 O.C. Chimney and firespaces - Chapter 10 D. • 1b. o' ° .'° �• a u a �• ' Ener Efficiency Chapter 11, see attached report DOUBLE 2X MIN. ° .'° ..o•s ° • USE 4-8D NAILS ® EACH STUD Energy h - P P ,° • ace � � . �,• ° � Mechanical - Chapter 12 FOR HEADER OR ° , , ° , ° , , , General Mechanical System - Chapter 13 BEAM -p• ° c ° a .° c °."sail ° 4 ° Heaitng and cooling equipment - Chapter 14 >- �' ;�, Q °, 1°,, .• e° Exhaust Sustem - Chapter 15 "� Z L ^ o� •° o' ° .'o' ° .,1' °a `' DOUBLE TOP PLATE MTS30 ROOF RAFTERS Duct System - Chapter 16 Simpson Strong-Tie c • c • 110 ss„ e Combustion Air - Chapter 17 AC4 '- a a71 'A1 ;ta c •° ° :l SSP Chimneys and Vents - Chapter 18 AT EACH POST o SEE PLAN ° Plumbing - Part VII Z a " fin' ° 13/4 IMUM v,♦ EDGE DISTANCE •a as '� •° ° Flood Zone - 301.2.4 w FLOOR TO FLOOR 9 HE af�ER °•° ° LSTA21 ° Simpson Strong-Tie VJ U KING STUDS GS20 1%" COILED Y" THREADED ROD L CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2---,, JACK STUDS OVERLAP AT EACH CZ L SIMPSON STRONG - TIE STUD o 1 1/4" COIL STRAP I - NIMUM 16" O.C. USE 4-8D SI ECOV R CNW NUT COUPLER a " NAILS AT EACH STUD MIN EDGE MIN OVERLAP IS 12 JACK TO SIL ®� b DISTANCE* e . SIMPSON STRONG-TIE RT2.5 . -..- H8 OR 1 1/4COIL STHD8 s 4 .... • �; '�� o MIN EDGE SHEET No. STOCK :: . DISTANCE* WRAP UNDER SILL PLATE AT EACH ROOF FLOOR TO FLOOR AB pson Strong-Tie *NOTE: SEE MANUFACTURERS TYPICAL STRAPPING FOR CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR MIN. OVERLAP IS 12" RAFTER USE 8-16D FRAMEDOPENING EXTERIOR WALL INSTALLATION SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS AT EACH END, CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION CONNECTION 12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS COMPONENT