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HomeMy WebLinkAbout41565-Z ��O�gtlGFOL/r � Town of Southold 10/26/2017 P.O.Box 1179 a d' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39316 Date: 10/26/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1295 Clearview Ave., Southold SCTM#: 473889 Sec/Block/Lot: 70.-9-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/18/2017 pursuant to which Building Permit No. 41565 dated 4/25/2017 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: ADDITIONS AND ALTERATION INCLUDING CONVERSION OF ENCLOSED PORCH TO CONDITIONED SPACE AND GARAGE EXTENSION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Faro,Frederick&Mary Ann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41565 10-24-2017 PLUMBERS CERTIFICATION DATED �70ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT o - TOWN CLERK'S OFFICE oy. • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41565 Date: 4/25/2017 Permission is hereby granted to: Faro, Frederick 1295 Clearview Ave Southold, NY 11971 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 1295 Clearview Ave., Southold SCTM # 473889 Sec/Block/Lot# 70.-9-30 Pursuant to application dated 4/18/2017 and approved by the Building Inspector. To expire on 10/25/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $593.60 CO -ADDITION TO DWELLING $50.00 Total: $643.60 Building Inspector Form No_6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains Iess 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 Certiftcate of Occupancy- $50.00 5. Temporary Certificate of Od'cupancy-Residential$15.00,Commercial$15.00 Date. 4/1r"Lf? New Construction: Old or Pre-existing Building: V (check one) Location of Property: V1611V Ay4sy�VZ172e&LZ) House No. Street Hamlet Owner or Owners of Property: 1� � �� �'IR2YA4,14J q�q j'O Suffolk County Tax Map No 1000, Section Block Lot 3� Subdivision r Filed Map. Lot: Permit No. Lit s Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) my Fee Submitted:$ 60 Applicant Signature pF SO(/��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 e ® �Q roger.richert(cD-town.southoId.ny.us Southold,NY 11971-0959 'r® lycouff � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Frederick Faro Address: 1295 Clearview Avenue city,Southold st: New York zip: 11971 Building Permit#- 41565 Section: 70 Block: 9 Lot. 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches Q Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fart. Notes: Inspector Signature: Date: October 24, 2017 0-Cert Electrical Compliance FormAs �I1 a0E SO(/ly TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] 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) REMARKS: 1�-✓ 6nond my/ 1 DATE / INSPECTOR _ K' .J IV pF SOUT TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR AL (FINAL) REMARKS: 0,,4 K �6 Nftdj-- R� DATE �' 3 �' INSPECTOR , q" SOF SO(/Ty �o� Olo coum H O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRA / STRAPPING, [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r(A�vk n01r DATE Y INSPECTOR cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] p6UGH PLBG. [ ] FOUNDATION 2ND [ "INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [/] FRI E SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] E RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FINAL) r REMARKS: 9M Cm �L- Qz, DATE INSPECTOR pF SOUjyolo �l'Y�OUM`I,Ncc1� TOWN OF SOUTHOLD BUILDING DEPT. 755-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ASULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: V VOLL�vw tu DATE S" INSPECTOR -' r SO(/T�°� llf1JJ roum,ac� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) j ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR mmt: r r __ o •• 1701M.- I s s: - -� i i I IN m n 2 z =I -&--a*t"21—07W VA • f: f lie STATE BNEROY CIODE W,4' • 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 /fes Survey SoutholdTown.NorthFork.net PERMIT NO. . ] Check Septic Form N.Y.S.O.E.C. Trustees -C.O.Application [EPE Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form 2 APR '18' 2017 Contact: �` Approved ,20 Mail to: ,014 e Gl ZWe444 Disapproved a/c T OWN QF S j,D Phone: Expiration ,20 Building-I "spector APPLICATION FOR BUILD Date �{�S� , 201- 7 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to,scale.Fee according to schedule. . b.-Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval-of this application;the Building Inspector will issue.a Building Permit to the'applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for atiy purpose what-'so ever until the Building'Inspector issues a Certificate of Occupancy. v 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 tnontlis from such-date'.If no zoning amendments or other regulations affecting the -property, have'been enacted in the interim„the Buildirig.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 Dgartment fgLtbp,i A=gje,of a Building Permit pursuant to the Building Zone Ordinance of the Town of SouthpId;,Suffolk.County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of building's, additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,'ordinances;building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises -2-Zg5,V 5 �I-AeYr/ (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: /2�!57 CGE .VlEGU AVE House Number Street,,' " Hamlet }” 1 . County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot. F 2. State existing use and-occupancy of premises,and intended use and occupancy of proposed construction: a. Existing use;,"and occupancy b. Intended use,and occupancy ' S�U�xr/1RC 3. Nature of work(check which applicable) New Building Addition ✓ Alteration Repair : Removal Demolition Other Work (Description) 4. Estimated Cost r §Ne�e C-.)), i' ( be paid on filing'this application) 5. If dwelling, number of dwelling units "' Number of ellijqb Units on each floor If garage, number,of cars DOS 6. If business, commercial or mixed occupancy, s?}pyv� 'a�ridTvKe✓ 'tent of each type of use. -S^ W't»t•�'4'Y i�021�d'.�' 6hS'CG F4 7. Dimensions of existing structures, if any:!Front 2P.6 Rear 45�S. G�" Depth .3D Height Numberof Stories / Dimensions of same structure with alterations or-additions: Front �3.� Rear Depth -40.A' _Height ' ��.5� Number of Stories / S., Dimensions of entire new construction: Font, hear Depth Height Number of:Stories 9. Size of lot: Front Rear Depth / 7?• /5 1.0. Date of Purchase Name of Former Owner �1/L� "D 1 L Zone or use district in which premises are,situated 12. Does proposed construction violate apy,z?Mir g'l w, oraiq cp'•or regulation?YES NO' U. Will lot be re=graded? YES .NO �, , ,Will excess fl be'removed from premises?YES "' o 1 Names of Owner,ofipremises FiyW B. Address /2�5�C � P,hone,No.`•;G3/;7los G�✓29 Name of Architect ihL/Glwlie, iAM Address .3hone Y0,,a3/ 4 77 dl-�24- Name of Contractor' • Address-.-I ° ^'-Phone iN, 1. a. Is this roe withi 100 feet of a tidal wetla d`or°a`f es'°wa " p p rty 11 d r � tirr wetlan��"*IrES NO' IF YES, S0UTHOL&TOWI�T TRUSTEE§ &tD'.E: - af S4�ry® Town Hall Annex 4 Telephone(681)765-1802 W75 Main Road CIA pax y�g.� pg P.O.Box 1179 roger.riche 'o`wn 1,0 OIG ny us Southold,NY 11971-0959 WELDING DEPARTMENT ! TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION t REQUESTED BY: 31 , �, Date: 612 l-7 Company Name: ��l �� -,�`�-� 2L, j Name: ;.- License No.: � Address: Phone No.: /_-3dr' JOBSITE INFORMATION: {*Indicates required information) *Name: *Address: - *Cross Street: ; *Phone No.. Permit No.: (� I Tax-Map District: 1000 Section: Block:_ Lot:—�e) � *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: NO ough In Final *Do-you need a Temp Certificate: YES NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ,� Additional Information: PAYMENT DUE WITH APPLICATION ( �\ . V 11241equed for InspeWon Form ���°sir �`IO ST(0)]C�I��1[W A.`]F1E)EZ Scott A. Russell � SUPERVISOR - AWANA\(G IEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 v" 53095 Main Road-SOUTHOLD,NEW YORK 11971 �O Town ofSouthold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) -- ---------)DOES--THJS•-_P)f$0JEC •—II T® Yes No (CHECK ALL THAT APPLY) ®VA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El VB. Excavation or filling involving more than 200 cubic yards of material ,� within any parcel or any contiguous area. ElE c. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑G/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑VE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®VF. 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. ;k 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 DepartmerlLmith-your Building Permit Application. APPLICANT: (Proper er,D ign Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date p� District NAME ECGCtVT>�t( 9 3D -4- 15 Section Block Lot I-OR BUILDING DEPAPTl•it1T LSl:: OILY Contact Wormatiort G.3 4 7-2-p Reviewed By: `/ — — — — — — — — — — — — — — — — — — Dale: 7 V��—� Property Address / Location of Construction Work_ — — — — - - - - - - - - - - - - - Approved — — — — — — — — — — — — 1.9.99 i5; �fev/EU lle Approved for processing Building Permit- r� /��1--� Stormwater Management Control Plan Not Required. .♦ ��✓ L l r- 1 Stormwater Managenne„t Control Pia,-,,Required. 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': +�uu yy���Virr.'J '_r".ia•.t�e,,+{�f. _ -,1� ^ • ..- ._ 'ih;:`:.fJ?'.:f:'a"","-'St�"'' _ '_-��i'_'A�`{`'`_c'..`:_ _ '�?.+,~i-` �"�:i•'. _. ,'�% -t" _a5,_'r' - =-i'-�ei•it"�i�.i.a;•tr 'r3 - - -.a:_ _,���a 5 nom__- , i4�:�+]�k�a:y:- _.r, ., ;!iar;:.:w':p 7.y,��.,' _ " " 'F•_-�.; F:, T -, i Generated by REScheck-Web Software Compliance Certificate Project THE FARO RESIDENCE Energy Code: 2015 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1295 CLEARVIEW AVENUE FRED+ MARY ANN FARO FRANK UELLENDAHL SOUTHOLD, New York 11971 OWNERS ARCHITECT Compliance: 0.0%Better Than Code Maximum UA: 103 Your UA: 103 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat or Scissor Truss 461 38.0 0.0 0.030 14 Wall:Wood Frame, 16in.D.C. 626 26.0 0.0 0.052 26 Window:Wood Frame,2 Pane w/Low-E 80 0.300 24 SHGC:0.31 Door: Glass 39 0.300 12 SHGC:0.24 Floor:All-Wood joist/Truss Over Uncond.Space 240 38.0 0.0 0.026 6 Floor:All-Wood joist/Truss Over Uncond.Space 180 5.0 0.0 0.116 21 Compliance Statement: The proposed building design described r is consistent with the building plans,specifications,and other calculations submitted with the permit application.The propose ui in een designed to meet the 2015 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory req it n the REScheck Inspection Checklist. V-Pr 121141,10 Name-Title Si n e Date �y. Project Title:THE FARO RESIDENCE Report date: 12/14/16 Data filename: Pagel of 9 t , REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0%were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, !Construction drawings and ❑Complies 103.2 ;documentation demonstrate []Does Not [PRI]1 j energy code compliance for the ' J ;building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, ;,Construction drawings and ❑Complies 103.2, documentation demonstrate []Does Not 403.7 :energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable v !Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302,1, Heating and cooling equipment is; Heating: ; Heating: ;[]Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA ; Cooling: Cooling: ❑Not Observable v Manual j or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE FARO RESIDENCE Report date: 12/14/16 Data filename: Page 2 of 9 Settion # Foundation Inspection Complies? Comments/Assumptions &,Req.ID 303.2.1 iA protective covering is installed to :F-]Complies I [FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in.below grade. ;❑Not Observable i , ❑Not Applicable 403.9 jSnow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not U ;❑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:THE FARO RESIDENCE Report date: 12/14/16 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 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, ; CQNot Observable 402.3.6, ; ; ; , 402.5 ;❑Not Applicable ; [FR2]1 ; ; 303.1.3 ;U-factors of fenestration products ❑Complies [FR I are determined in accordance []Does Not CO) :with the NFRC test procedure or QNot 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 v ;instructions. 1E]Not Observable J❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 0 ;or has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate 552.0 cfm' - leakage at 75 Pa. ❑Not Observable ❑Not Applicable ; 403.2.1 ;Supply and return ducts in attE ❑Complies ; [FR12]1 :insulated>=R-8 where duct ❑Does Not �O) >=3 inches in diameter and QNot Observable R-6 where<3 inches.Supply and return ducts in other portionsof ❑Not Applicable ; ;the building insulated >=R-6 for diameter>= 3 inches and R-4.2 ; ,for<3 inches in diameter. I [FR15]3 5 j ducts o plenums.Buildicavities re not used as OCom❑Do splies Not QNot Observable j ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105 QF or chilled fluids ;❑Does Not (below 55 QF are insulated to>_R-3. ; ;❑Not Observable fj :❑Not Applicable 403.4.1 !Protection of insulation on HVAC P ❑Complies ; [FR24]1 piping. ❑Does Not U QNot Observable p ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies ; [FR18]2 aR-3. T❑Does Not :[]Not Observable ; j❑Not Applicable 403.6 Automatic or gravity dampers are {❑Complies [FR19]2 installed on all outdoor air 1❑Does Not intakes and exhausts. QNot Observable 9 1EINot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE FARO RESIDENCE Report date: 12/14/16 Data filename: Page 4 of 9 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE FARO RESIDENCE Report date: 12/14/16 Data filename: Page 5 of 9 r , Section Plans Verified Field Verified # Insulation Inspection, Value Value Complies?, Comments/Assumptions & Req.ID 303.1 JAII installed insulation is labeled r ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ; ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 I ;FJWood ;❑ Wood ;❑Does Not table for values. [IN1]1 ;❑ Steel ❑ Steel ;❑Not Observable ® ;❑Not Applicable 303.2, :Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the ❑Not Observable rJ ;underside of the subfloor,or floor ❑Not Applicable framing cavity insulation is in pp contact with the top side of ;sheathing,or continuous I 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/z 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 1 1 I I requirement applies(FR10). E] Steel i E] Steel ❑Not Applicable ; 1 r 303.2 ;,Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not j []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:THE FARO RESIDENCE Report date: 12/14/16 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not Itable for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [FIl]1 ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. []Does Not [F12]1 ;Blown insulation marked every 300 ftZ. ❑Not Observable 1 ❑Not Applicable ; 402.2.3 {Vented attics with air permeable ❑Complies ; [FI22]2 i insulation include baffle adjacent 111Does Not j to soffit and eave vents that ` extends over insulation. ❑Not Observable ; IE]Not Applicable 402.2.4 ;Attic access hatch and door ; R- 1 R- ;❑Complies ; [FI3]1 Ansulation?R-value of the :❑Does Not adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50= ;❑Complies ; [FI17]1 ach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ;❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 I cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft ;❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ; ; I .tests,verification may need to ; ❑Not Applicable ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with 1 ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a :❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g.across the system including ; ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch w.g.across the entire system ; including the manufacturer's air I 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 ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies [FI9]2 �installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable i code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies I [F110]2 !on heat pumps. ❑Does Not ❑Not Observable IFINot Applicable 403.5.1 Circulating service hot water ❑Complies ; [F11112 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable I❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE FARO RESIDENCE Report date: 12/14/16 Data filename: Page 7 of 9 Section Plans Verified Field Verified,# Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 iAII mechanical ventilation system ❑Complies [FI25]z !fans not part of tested and listed ❑Does Not I HVAC equipment meet efficacy , and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating IE]Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. I 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for ; circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically tum off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems ❑Complies [F129]z comply with IEEE 515.1 or UL ❑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 E Water distribution systems that ❑Complies [F130]2 1 have recirculation pumps that ❑Does Not tttt pump water from a heated water 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 ithat manage operation of the pump and limit the temperature of the water entering the cold water piping to 1001'. 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 3 recovery units<3 psi for ❑Not Applicable ; individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. 404.1 ;75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage ❑Not Applicable lighting. s 404.1.1 !Fuel gas lighting systems have ❑Complies [FI231 'no continuous pilot light. ❑Does Not i ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE FARO RESIDENCE Report date: 12/14/16 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable i []Not Applicable 303:3 ;Manufacturer manualsfor ❑Complies (I'll mechanical and water heating ❑Does Not !systems have been provided. I❑Not Observable ; E]Not Applicable ; Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE FARO RESIDENCE Report date: 12/14/16 Data filename: Page 9 of 9 2015 IECC Energy Efficiency Certi is Above-Grade Wall 26.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Door Rating Window 0.30 0.31 Door 0.30 0.24 .. Heating System: Cooling System: Water Heater: Name: Date: Comments GENERAL NOTESPROPOSED ADDITION AREA SUMMARY m PROPOSED L DESIGN IN ACCORDANCE WITH AMERICAN FOREST LOT AREA = ca.20,473 SF = 100.00% ADDITION 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN PRODUCTS WOOD FRAME CONSTRUCTION MANUAL ® EXISTING STRUCTURE EXIST'G BLDG COVERAGE = ca 1,851 SF = 9.04% o ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING FOR 1&2– FAMILY HOUSE – PRESCRIPTIVE DESIGN METHOD ADDED BLDG COVERAGE = ca 506 SF CODE (IBC) AND THE 2015 INTERNATIONAL ENERGY TOTAL BLDG. COVERAGE = ca. 3,885 SF = 1697% CONSERVATION CODE (IECC) AND LOCAL AUTHORITIES. WINDBORNE SURVEY BY ROBERT A KART, L.s DEBRIS PROTECTION SCHEDULE DATED- NOVEMBER 241976 MAX. ALLOW. COVERAGE = ca 4,581 SF == 20.00% 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A z MINIMUM 28 DAY STRENGTH OF 30 0 PSI PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS z FMO OF MIN 7/16 INCH ARE TO BE PROVIDED TO COVER Ic� 3. ALL LUMBER SHALL BE GRADE S AMPED DOUGLAS FIR– THE GLAZED OPENINGS OF THE PROJECT. STRUCTURAL GRADE 2 R BETTER FASTENER TYPE: 1/4" LAG SCREW BASED ANCHOR WITH �.� � � D A3 N RD w RESIDENCE LARCH 2–INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, ?V00 F " J 4. PROVIDE DOUBLE HEADERS A D TRIMMERS AT ALL ���� � � DATE: -7 B.P.# � w SOUTHOLD, NY STAIR AND FLOOR OPENINGS POSTS AND PARALLEL WINDOW SCHEDULE FEE s96°_ 3 1295 CLEARVIEW AVE PARTITIONS, EXCEPT AS NOTE ON DRAWING. p NOTIFY BUILDING DEP;, RTMENT AT N 5. BRIDGING TO BE PROVIDE FOR ALL JOISTS AND EXISTING WINDOWS ARE ANDERSEN PRODUCTS, 200 SERIES 768-1802 8 AM TO 4 PM FOR THE o WHITE EXTERIOR, INTERIOR. PRE-FINISHED WHITE, NO GRILLES J ARCHITECT FLOOR BEAMS. SPACING OT TO EXCEED 8 0 FT WINDOW HARDWARE. CLASSIC SERIES, FINISH. WHITE FOLLOWING INSPECTIONS: z Mark Sze Quantity 1. FOUNDATION - TWO REQUIRED 123RCENTRAL LAVEONUE 6, ALL DIMENSIONS AND RADE CONDITIONS TO BE AHL Description FOR POURED CONCRETEP 0 BOX 316 VERIFIED BY CONTRACT R(S) PRIOR TO START OF A 244DH2840 TILT–WASH DOUBLE–HUNG 8 2. ROUGH - FRAMING & PLUMBING o GRE31 NY 11944 T CONSTRUCTION AND OR ERING OF MATERIALS. THIS B PS51168L PERMA–SHIELD GLIDING PATIO DOOR 1 3. INSULATION TELL 6 631-477 8624 FOUNDATION HAS BEE DESIGNED FOR A SOIL C 36"0" GLASS DOOR IN GARAGE 1 4. FINAL - CONSTRUCTION MUST OWNERS BEARING CAPACITY OF T 0 (2) TSF AND GRADES ,, I CODES � OF BE COMPLETE FOR C.O. W LESS THAN 5%. CONTRA TOR SHALL VERIFY THAT COtXr",-y `i_',ti t H ALL THESE CONDITIONS ARE M t T�� E & TOWN CODES ALL CONSTRUCTION SHALL c�;EET THE Z o FRED & MARY ANN FARO NEVI, YORK S . � '� F REQUIREMENTS OF THE CODES OF NEW W w 1295 UT CLE, NY 1 AVE 7 DO NOT SCALE DRAWINGS. AS REQUIRED �� �' ^ YORK STATE. NOT RESPONSIBLE FOR Q TEL516765-6929 ,,,,.,T„ •�fii�,1��_ DESIGN OR CONSTRUCTION ERRORS. zzz 8 DESIGN CONSULTANTS OR ECORD ARCHITECT- ----------- r ENGINEER ARE NOT RESP NSIBLE FOR THE }f'il11nT(a4R�nsTal, FES PROPOSED GARAGE EXTENSION ��` INSPECTION, SUPERVISION, OR A INISTRATION OF �,N THIS CONSTRUCTION PROJECT FEDERAL, STATE ��� — W �' � AND LOCAL ZONING AND BUILDING CODE COMPLIANCE :_ � SHALL BE THE RESPONSIBIL OF THE ���' U a, : a , C.l CONTRACTOR. � � Ry 40.8 -9. THIS DRAWING IS AN INSTRUMENT REPARED TO � DECK FACILITATE CONSTRUCTION AND SHA L NOT BEP L CONSTRUED AS A CONTRACT BETWEEN UILDER ANDe� i j i i i Z U OWNER. VA 10 ENGINEER TO BE NOTIFIED IN WRITING F ALL w CHANGES PRIOR TO AND DURING CONSTRUC ION 11 ELECTRICAL AND MECHANICAL COMPONENTS TO BE CONVERSION OF ENCLOSED DRIVEWAY m DESIGNED AND SPECIFIED BY OTHERS. RVN�FF PORCH ROOM TO CONDITIONED > �_ 12 CONTRACTOR SHALL OBTAIN ALL PERMITS AND �NJ RESIDENTIAL FLOOR AREA INSURANCE NECESSARY TO PROTECT THE ENGI EER R`��A�N STORE CNPQ�ER 236 AND OWNER Q�}Rst]A�T�� o OF SHE wN DESIGN CRITERIA: lj� o DATE' 04/15/2017 �z SCALE 1/16" = 1'-0" GROUND SNOW LOAD – 45 PSF Y 9 SITE PLAN LIVING AREAS AND DECKS – 40 PSF PROPOSED SITE PLAN SLEEPING AREA – 30 PSF. SCALE: 116" = 1'-0" GARAGE AND SUNROOM EXTENSION ^¢ GENERAL NOTES WIND SPEED – 130 MPH SCTM 1000-70-12-34 o z DESIGN CRITERIA SEISMIC DESIGN CATEGORY – B TOWN OF SOUTHOLD � DWG NAME WEATHERING – SEVERE SUFFOLK COUNTY NEW YORK BUILDING PERMIT APPLICAT10i A-1 FROST LINE DEPTH 36 ©¢ DWG. NO TERMITE – MODERATE TO HEAVY r DECAY – SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED – YES w PROPOSED ADDITION 0 J_ r xU W D Z z FARO DECK = RESIDENCE SOUTHOLD, NY 1295 CLEARVIEW AVE z ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVENUE o P 0 BOX 316 GREENPORT, NY 11944 (- TEL 631-477 8624 OWNERS o FRED & MARY ANN FARO w 1295 CLEARVIEW AVE UNHEATED O b O 3 STDEL 516 765-6929 ENCLOSED PORCH PAINTED CONCRETE SLAB DR KIT. O p BR 1 IrD 0 I o r A LAUNDRY u c4 15'-101/2" N r — O I o l N c 8 a g M N � U I d d J d I LR w cn z GARAGE BR BR W o I o _o Z w DATE 04/15/2017 w SCALE 3/16° = 1'-O° �Z Lo Y EXISTING o FLOOR PLAN Z M1 6 DWG NAME EXISTNG FLOOR PLAN ®¢ A-2 DWG NO W DECK � � PROPOSED ADDITION ® NEW STUD WALL ® EXIST'G WALL N J xU W D 4'-8" 4'-0 4'-0" 4'-0" 4'-0" 7'-4 w _ J FARO z REINSTALL EXT'G WINDOWS (244DH2840) FIR OUT EXT'G WALL 2" FOR — — W RESIDENCE Ifor R-23 INSULATION o = �EXT'G SLAB TO REMAIN / I SOUTHOLD, NY INSTALL Rmax R-Matte Plus-3 C14o b 1295 CLEARVIEW AVE (3/4" thick R-5 Rigid Foam Insulation Board o N SUNROOM BETWEEN 2x4 JOISTS @ 16 O.C. DR KIT. p o C7CDEXTENSION X3/4 PLY SHEATHING LAUNDRY ARCHITECT z _ 1AHL 3/4" ENGINEERED WOOD FLOORING 123RCENTRAL AVENUE ' Ir _ GREENPORT, NYY0 -10 1/2" 11944 _ 15 _ 0 &2 TEL 631-477 8624 w N 0 15'-1 1/2" _ _ 1 r 10'-4" ' OWNERS 00 v ��'��/J ' o Z FRED & MARY ANN FARO (� 1295 CLEARVIEW AVE o SOUTHOLD, NY 11971 3 TEL 516-765-6929 �4 i N 36"x80" I LR I ti yG 0 ME 7r ff 143 cn $7 C n REMOVE WALLSTORAGE o �� LiP Z M11 N Jrn a a - 00 ¢ x; L z 7zooz 0 2X8 R.R. @ 16" O.C. ; 2X8 R.R. @ 16" O.C. cc • C � W I F- — — — — — - - O � 2-CAR;GARAGE �� �w z w DATE' 04/15/2017 w SCALE' 3/16" = 1'-0" �Z (2) 1.75" 11-7/8" tVL HEADER I Y PROPOSED o FLOOR PLAN Z 4'-0" 16'-0" 4'-0" o Z DWG NAME 12'4J 24'-0" I 11'-11" J >o A-3 PROPOSED FLOOR PLAN DWG NO w PROPOSED ADDITION ® NEW FOUNDATION EXIST'G FOUNDATION J U X_ D _ C_J Z - J FMO — — — — — FOUNDATION NOTES z READY CON0000 RETE.I AT 28 DAY ASTM C-94 RESIDENCE ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON o UNDISTURBED SOIL. SOUTHOLD, NY ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. 1295 CLEARVIEW AVE o EXISTING CONCRETE SLAB--\ _ I I =_ I TO REMAIN APRON. OPTIONAL- z PROPOSED I WITHH6X610/10DCIOMNCRETE SLAB o ARCHITECT �' CRAWL SPACE OVER COMPACTED FILL FRANK UELLENDAHL AL 2" THICK RAT SLAB Z, o 123 CENP 0 BOXENUE 316 GREENPORT, NY 11944 IN TEL 631-477 8624 GARAGE FOUNDATION `y' o I I 2"X4" TREATED SILL OWNERS CONCRETE FOOTING I - _ 5/8" X 12" ANCHOR BOLTS 4'-0" 0 C FRED & MARY ANN FARO N 2X6 STUDS @ 16 O.C. — " 0 8' POURED CONCRETE FOUNDATION WALL ON z 1295 UT CLE, NY 1 AVE z'-o° x z'-o x 1'-Q"� � o SOUTHOLD, NY 11971 _ I L — — r, 1'-4' X 8" POURED CONC FOOTING W/ KEYWAY TEL 516-765-6929 _ J 344 REBARS - 3" ABOVE BOTTOM OF FOOTING THICKENED CONC. SLAB UNDER WALL — L J SILL SEAL & TERMITE SHIELD 13'-4" 11'-8 1/2" ,� E A 0 4" POURED CONCRETE SLAB WITH 6X6 10/10 WWM `l tij�� ROP FOUNDATION WALL OVER COMPACTED FILL EXISTING CONCRETE SLAB--\ TO REMAIN GARAGE o L CONC. SLAB ON GRADE Z, N L 4" CONCRETE FLOOR —EXISTING CONC. CURB TO BE W/ 6X6 10/10 WWM I CUT DOWN TO SLAB 0 ER COMPACTED FILL L — — — — —] z Col V m CD I W O n fs CO Z O Cn o DATE 04/15/2017 w N SCALL 3/16" = V-0" Y 2 PROPOSED PE o FOUNDATION PLAN L — — DROP FOUNDATION �Q 16'-0" DWG NAME 24'-0.. >o fl A-4 FOUNDATION PLAN DWG NO w PROPOSED ADDITION - ROOF OF ADDITIONS WALL SUNROOM EXTENSION FLOOR 0 CONT. RIDGE VENT 1/2" GYPSUM BOARD, 5/8" TYPE X DRYWALL AT GARAGE ENGINEERED WOOD FLOOR DUE TO SHALLOW UNVENTED CRAWL z 30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS BIT. FELT R-23 STONEWOLL INSULATION OR CLOSED CELL FOAM INS. SPACE x IN 130MPH REGION: 6 NAILS PER SHINGLE REQU D 2x4 AND 2"x6 STUDS @ 16 O.C. 3/4' T&G PLYWOOD SUBFLOOR, NAILED & GLUED FOLLOW MANUFACTORERS GUIDELINES FOR INSTALLATION 1/2" CDX PLYWOOD 2X10 F.J. @ 16" O.C. o 5/8 CDX PLYWOOD SHEATHING SIDING FELT R-38 INSULATION BETWEEN FLOOR JOISTS w 2X8 ROOF RAFTERS @ 16" O.C. w/ R-38 INSULATION CEMENT BOARD SIDING (HARDY-PLANK); COLOR: NAVAJOE BEIG 6 MIL MEMBRANE N FARO 5/8 GWB CEILINGS ALL EXTERIOR TRIM: VERSATEX incl: CASINGS, CORNER BOARDS, 2" POURED CONC. RAT SLAB OR CONT 4" GARAGE SLAB Z VENTED ROOF OVERHANG TO MATCH EXISTING SOFFITS, CROWN MOULDINGS = RESIDENCE 1/2 VERSATEX BEADBOARD SOFFITS (TYP.) w SOUTHOLD, NY 1295 CLEARVIEW AVE w z 0 CONT. RIDGE VENT J ARCHITECT 0 RIDGE STRAPS EACH RAFTER FRANK UELLENDAHL (2) 1 75"x11-7/8" LVL RIDGE BEAM 0 123 CENTP0 BOXE3116 24'-5 1/2" GREENPORT, NY 11944 3.5"x16" LSL RIDGE BEAM TEL 631-477 8624 2x8 R.R. @ 16" O.C. OWNERS 2x8 COLLAR TIES @ 32 O.C. FRED & MARY ANN FARO 1295 CLEARVIEW AVE SOUTHOLD, NY 11971 PROVIDE ACCESS TO ATTIC TEL- 516-765-6929 2x8 R.R. @ 16" O.C. U RICAN CUPS CH ER Y WITH R-38 INSULATION - — — — TO BL.TO PLAT - DA HURRICANE CLIPS20 TOP PLATTOSEACHP ED RAFTER � � - � 2X8 COLLAR TIES @ 32" O.C. DEMOLISH EXT'G PORCH CEILING AND WALL EXT'G 2X4 STUDS @ 16" O.C. — — — — — — — — — - 5/8" TYPE X DRYWALL SOLIDLY FILLED WITH CLOSED CELL - � � INSULATION (ICYNENE) FOR R-23 OR FIR OUT WALL BY 2" AND USE STONE WOOL INSULATION (ROXUL) I i' (2)2x4 TOP PLATE iJ " . 2 btb N � Z Q 00 U a SUNROOM ADDITION I GARAGE EXTENSION 2x10 F.J. @ 16" O.C. WITH I C", I I CZDi z R„38 INSULATION I I °� I 2x4 TR SILL PLATE 2 FOAM INSULATION @ RIM BOARD — — — — — — — — — I 8' GONCRETE CURB � o w o UNVENTED CRAWL SPACE z L i w 2ftx2ftxlft CONC. FTG. ,' w L' DATE 04/15/2017 AS PER FOUNDATION PLAN r l L F] Ll ;' w SCALE 1/4” = 1'-0" =Z - - - - - - - - - - - - - - - - - - - - o CROSS SECTION z ^Q O N 26'-8 1/2" DWG NAME 30'-0" 30'-0" A-5 DWG NO CROSS SECTION PROPOSED N w ADDITION 0 I / J w V J U Xi D W U Z W z FARO RESIDENCE SOUTHOLD, NY W 1295 CLEARVIEW AVE Z ARCHITECT ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Z FRANK UELLENDAHL m 123 CENTRAL AVENUE o P 0 BOX 316 I.Ej GREENPORT, NY 11944 HIL S2 ill,pi III il 11 Ili iM iWINIMINMY'Ah TEL 631-477 8624 11111111 Jill 11 Jill 11 N1 11 111,10 1,1W OWNERS REAR ELEVATIONo FRED & MARY ANN FARO w 1295 CLEARVIEW AVE 17, SOUTHOLD, NY 11971 3 TEL 516-765-6929 Y N. 111 111111 111111 111111 Hill P <f Gy CC` III Mill 111111 1111 11 1111 r y ppkkkv // ❑ ❑ ❑ : ❑ l/ �W ❑❑ IT11 111111 1111 11 1111 it Im U I/ d 11 Jill 11 11111,Jill',I'll ji Jill J J Q Q F=- W 1- d SIDE ELEVATION o = v m 0 w o 0 z �n o � 0 �Uw -o zw DATE 04/15/2017 w SCALE- 1/8" �z HiluHilu Y REAR ELEVATION 0000 � • ■ ❑ o N STREETIDE ELEVATION a DWG NAME A-6 DWG NO STREET ELEVATION ` w PROPOSED _ ICE SHIELD UNDERLAYMENT m ADDITION MIN 2'-0" REQUIRED – 24" FROM EDGE o \ HURRICANE CLIP TYPICAL. U W 0 U Z W FARO tMq RESIDENCE SIMPSON H2A HURRICANE SOUTHOLD, NY CLIP NAILED. FROM PROVIDE 8d COMMON RAFTER TO STUD. – NAILS @ 4" O.C. AT 1295 CLEARVIEW AVE TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL FILL ALL NAIL HOLES SHEATHING. I w z ARCHITECT APA RATED PLYWOOD TO FRANK UELLENDAHL AVENUE EXTEND TO TOP OF TOP o � m 123 CENTRAL AVENUE PLATE, o P 0 BOX 316 = GREENPORT, NY 11944 TEL 631-477 8624 \ OWNERS --,_(2) 1 1/4" WIDE – 20 GAGE o FRED & MARY ANN FARO —METAL STRAPS AT DOOR FOR w 1295 CLEARVIEW AVE R.O. FOR GARAGE DOOR HEADER TO STUD CONNECTION J SOUTHOLD, NY 11971 WITH TRIPLE JACK STUDS 3 TEL 516-765-6929 INSTALL SIMPSON /—HTT16 TENSION TIES AT JACK STUDS o �(a" C AT GARAGE DOOR LL \ �-A ACQ SILL PLATE / Z � TOP OF FOUNDATION , WRAP + NAIL STRAP Z = O `i t �� ( 4 - 4d NAILS ) AROUND SILL PLATE z AT ANCHOR BOLT 1 1/4" WIDE — 20 GAGE WIDE _ J 1 20 GAGE GARAGE 5ETA8dSNAAFS @48" OC. 1`1--MAXIMUM.METAL TRAP ® 48" OC. w SLAB N GRADE (2) #5 REBRS NAIL SHEATHING TO SILL PLATEI LL 11 8d NAILS @ 4" O.C. a o 4" CONC. S AB I �?' c;;; :r:;`:•;;;'t' ; '''t�; `':,,; =rt.. ::.�.�•; t..• ri, f �' /•/ 2 x 4 SILL PLATE r`C.�`•:�.•. :°e,,,ij;'i •;,+:a:;Si ':o;l •`•>,•- %:ii';i:frl::l:�:iJ,:r':,jl:; i ':.i:'r'.::�r ;r.,•t•. w r.: ,:a: ''iit':`��•;`` ;,,�;�:.`=;:r,'=' .•.;.f.r..,,•,:;. �.5.,,11�;;`;: ;:,=:�,•:i••:'._ ,.t`; o ACQ TREATED. :�;. ';:Y:, `•: :ti 1• ° :l^s, :t::r. '; !. =;':s•r:, i.?.�i5'S: :: 'f?r:,'.: , / / , i/' , /'// , � / , �/' , � i , i'// , r / / ,' / �e)_''''!'.:.y':��.�::r` •'f'• �i(:i.;... :i;;.'.;1`:fya1;...�-^;� ..�;i.:_..�{.....:i,'..!�..,.;y•:.y.' � o ALUMINUM TERMITE FLASHING ri:.-:: :r�:;.�:` ';4•''; ;4:;;:• '';::„`: '-';;w,:`,r, - t:k' it N � .:��:*. ./J i''r-- ,),'.^-;2,`• i7M1:ai`.'•;.'•':`:S�?7.•i:,.;•:, ;�„',�•/•.'•�•ai:rµ7;'r, :+,...},: i�1...�_.' far, 1f, z u-� ,moi` •....Y �J,'j..,! ii'• ,`.�•rr�i r iai•:i::'•��:r:'�.:'w..+..;k-:{1_i.' 5/8” X 12” A.B. 48" OC. 8" P.C.FOUNDATION •:',c ::t;,-,.• .,,, ,.t;.' .:��;•;%• : •Ono/ _ G w/ 3"x3"x3/16" FENDER WASHER.W/_1. 4.. X 8" CONT. FT 'i'i;. •,y, :;;'.::[:;.,.:;::' �'��:"�� .,tir� •:•_:::';i.;:-•. •.?L •:r:�'.� t'y-`.i;:v:;••.���;•a-�f:..�.n;;.<,- r,.�, �� (max. 12" from end of sill plates) +�i, :y {:j'••;.. :,Y::..•;r, tk:? •=;� �.'r; i.!; � Z DATE, 04/15/2017 EX/ =o SCALE N T.S (3) #4 REBARS CONNECTORS o CRITICAL PATH z DWG NAME ELEVATION SECTION o A-7 ©¢ DWG. NO a HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES FASTENER SCHEDULE AS PER INTERNATIONAL BUILDING CODE 2015 (IBC) _ PROPOSED Joint Description Nail Sizes Nail Spacing ADDITION 0 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAMING DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate Toe— ailed) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter BETTER. Ceiling Joist to Top late Toe—nailed n/o per joist W Ceiling Joist to Parallel Rater (Fa e—nailed) n/a each lap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5 8" Ceiling Joist Laps ov r Partitions Face—nailed) n/a each lap Z / Collar Tie to Rafter Face-nailed) n/a per tie MIN. THICKNESS OR AS NOTED. Blocking to Rafter ( o —nailed) 2 — 8d each end z FMO Rim Board to Rafter;(eEnd—nailled) 2 — 16d each end 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, N RESIDENCE EXPOSURE 1, 3BE 4' MIN. THICKNESS. ALL EDGES OF WALL FRAMING PLYWOOD TO SET ON SOLID BLOCKING. GLUE AND = NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac —nailed) 2 — 16d per foot Top Plates at ntersection Face—nailed) 4 — 16d joints—tach side SOUTHOLD, NY 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Stud to Stud Face—nailed 2 — 16d 24 o.c. WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Header to Header (Face—nailed) 16d 16 o.c. along edges 1295 CLEARVIEW AVE TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud N MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 — 16d per 2x6 stud Z 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 — 16d per 2x8 stud z ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d 1'2 per foot FRANK UELLENDAHL 123 CENTRAL AVENUE @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR o P 0 BOX 316 CIRCULATION IN ROOFS. FLOOR FRAMING = GREENPORT, NY 11944 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or irder (Toe—nailed) 4 — 8d per joist TEL 631-477 8624 stairs etc. ) OR AS NOTED ON DRAWINGS. Bridging to foist Toe—nailed 2 — 8d each end Blocking to Joist Toe—Haile 2 — 8d each end OWNERS 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking to Sill or Tap Plate ( Toe—nailed) 3 — 16d each block Ledger Strip to Beam (Face—nailed) 3 — 16d each joist o FRED & MARY ANN FARO PARTITIONS OR AS NOTED ON DRAWINGS. Joist J Ledger to earn (Toe—nailed) 3 — 8d per joist J 1295 CLEARVIEW AVE Band Joist to Joist B(End—nailed) 3 — 16d per Joist J SOUTHOLD, NY 11971 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d ' per foot 3 TEL 516-765-6929 WITH RATED GALVANIZED METAL CONNECTORS BY Y "TECO" OR APPROVED EQUAL. ROOF SHEATHING Structural Panels 8d 4" o.c.„perimeter zone other 6 o.c. edges of ,� E 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12" o.c. interior 4' BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal"Board, Sheathing „ r � ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1 x 6 or 1 x 8 2 — 8d per support w 1" x 10" or wider 3 — 8d per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" CEILING SHEATHING o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field 2 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING __ U _ 1' AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6„ edge / 12„ field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels AND STUD WITH GALVANIZED HURRICANE TYPE 7 / 6d 3” edge / 6” field s w CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 25 / 322" 8d 3" edge / 6" field Z TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE a o CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 7" edge / 10" field CONNECTIONS. Hardboard 8d 6" edge / 12° field o Particleboard Panels 8d 6" edge / 12 field 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing o 0 PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL 1" x 6" or 1" x 8" 2 — 8d per support V2 PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 10" or wider 3 — 8d per support a o 0 HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels Z DATE 04/15/2017 BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" =Z SCALE N T.S LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1 or less 8d 6" edge / 1 field o PERIMETERS. HANDLING, STORAGE, AND ERECTION OF greater than 1' 10d 6 edge / 6 field Y FRAMING NOTES COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal"Board Sheathing " o Nailing Schedule RECOMMENDATIONS. 1" x 6 „or 1 x 8 2 — 8d per support 1 x 10 or wider 3 — 8d per support o N 14 ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS _ DWG NAME BY 'FastenMaster' @ 16" O.C. Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edge. If wall sheathing is nailed o 3 on—center at the panel edge to obtain higher shear capacities nailing requirements Tor structural members shall o o A-8 be doubled , or alternate connectors , such as shear plates , shalI be used to maintain the load path. ©¢ DWG NO 2 When wall sheathin is confinuous over connected members , the tabulated number of nails shall be permitted to r 16" ts' be reduced to 1 — t�d nail per foot.