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Home My WebLink About41732-z C Town of Southold 1/22/2018 P.O. Box 1179 _ 53095 Main Rd O! o�" Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39464 Date: 1/22/2018 THIS CERTIFIES that the building ALTERATION Location of Property: 3755 S Harbor Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-3-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/12/2017 pursuant to which Building Permit No. 41732 dated 6/13/2017 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: INTERIOR ALTERATIONS TO AN EXISTING GUEST COTTAGE AS APPLIED FOR The certificate is issued to Brown,Gary&Carol of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41732 12-13-2017 PLUMBERS CERTIFICATION DATED 01-10-2018 Cut ho e Pl mbing A tho d Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT i TOWN CLERK'S OFFICE 'a • SOUTHOLD, NY 'dol * tea. 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#: 41732 Date: 6/13/2017 Permission is hereby granted to: Brown, Gary & Carol 825 Smith Dr S Southold, NY 11971 To: make interior alterations to an existing accessory building as applied for. At premises located at: 3755 S Harbor Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-3-9 Pursuant to application dated 6/12/2017 and approved by the Building Inspector. To expire on 12/13/2018. Fees: ACCESSORY $100.00 CO -ACCESSORY BUILDING $50.00 To $150.00 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: I. 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. (e d2 �- New Construction: Old or Pre-existing Building: (check one) Location of Property: ' 5j,�5 C ,&&/ House No. I Street Hamlet Owner or Owners of Property: �� ^©oyi Suffolk County Tax Map No 1000, Section 10 Block Lot Subdivision �( Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for- Temporary Certificate Final Certificate: the c one) Fee Submitted: $ So hcant i a r ho'*pF SOUryol Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 oQ roqer.rich ert(cD-town.southoId.nV.us Southold,NY 11971-0959 Q �yMUM,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Brown Address: 3755 South Harbor Road city.Southold st: New York zip: 11971 Building Permit#: 41 732 Section: 78 Block: 3 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: G&S Electric License No. 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 150A Heat ELEC Duplec Recpt 16 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors 1 Main Panel 150A A/C Condenser Single Recpt Recessed Fixtures 11 CO Detectors Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 150A Switches 11 Twist Lock Exit Fixtures �] TVSS Other Equipment: 1- Combination Smoke/CO Detector, 1- Bath Fan, 1- 30A Electric Water Heater, 7- Electric Base Board Heaters, 3- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: December 13, 2017 0-Cert Electrical Compliance Form.xls �4)vol pF SOUjy� o�CO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) R MARKS: 6 ljwK Da, Kv/ DATE D J INSPECTOR %Al&vV pf So �o • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTP NETRATION [ ] ELECTRICA (ROUGH) [ ] ELECTRICA (FINAL) REMARKS: Qtl-t- 4 ;J��/ C^&M qof�� l 6 4-/ r (aP DATE INSPECTOR OF SO�lyo� cel1� TOWN OF SOUTHOLD BUILDING DEPT. 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) �J ELECTRICAL (FINAL) REMARKS: �� ✓�C-- L��-�2cG O l� _ DATE 12,1113 17 INSPECTO _ F SO 0 Ulyo co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 444, C&AfIc,c .& w�► vJ �'n fin$ o k/ ov)w DATE INSPECTOR oF soil", � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959oC �� coUNT1, , .� BUII..DING DEPARTMENT JAN 1 0 201$ - TOWN OF SOUTHOLD TOWN OF SOIITHOLD CERTIFIC.ATWN Date: Building PermitNo. 1 `732- Owner: a 6 li(./ (Please print) Plumber. G5M teu (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this_D4\ day of 20AI_ Notary Public, �Ure� County CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 aualified in Suffolk County . Commission Expires APn'1 14,2 b a0 D DD OCT 3 1 2017 Delfino Insulation Co. Inc. :�._ : •,,_, <....,.- _-• 317 Burman Blvd,Calverton, NY 11933 TOW14 OF SOU rROLD CERTIFICATE OF INSULATION JOB INFO: Built Right Enterprises, Inc DATE OF INSTALLATION: 10/30/17 3755 South Harbor Road Southold, NY 11971 2x6 Closed Sloped Ceilings 2x4 Exterior Walls TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑✓ CLOSED CELL FOAM 5.5 R-36 ❑� CLOSED CELL FOAM 3.5 R-23 ❑✓ FIBERGLASS 3.5 R-15 ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE 2x4 Open Flat Ceilings Cellar Ceiling TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM 0 FIBERGLASS 12 R-38 ❑ FIBERGLASS CELLULOSE ❑ CELLULOSE FIRE CAULKED TO CODE DATE OF INSTALATION: 10/27/17 ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: ❑ AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. AUTHORIZED SIGNATURE Douglas C. Haring 903 Paumanack Village Drive Greenlawn NY 11740 dougharing curnail.com 631-304-8646 D ' Building Inspector D Town Hall JAN 2 2 2018 Southold, NY Re, Certification of Inspection TOWN OF SOUTHOLD This attests to the fact that I inspected the construction at 3755 Harbor Road, the residence of Gary and Carol Brown on October 7,'of this year 1 The pressure test was successful on the PVC drain lines 2 The Pex water lines were air tested and no leaks occurred. 3 The insulation of the kitchen and bath slabs was correctly install along with the 6 mil vinyl vapor barrier 0 Please advise me by phone or e-mail if you have any questions baps C. 0 Thank you, fir. � N� j328 610 OQ, O �IJy Douglas Haring (doc #Turner 11072017) L G �ti I lot �.. �,. /�� STATE ENER(�Y • , �� / /.�L .. ll- .to- 410 • 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$oard approval FAX: (631) 765-9502 - Survey SoutholdTown.NorthFork.net PERMIT NO.- �a_ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm'Water Assessment Form . ' Contact: Approved 20 Mail to: Disapproved a/c -Xhone: l�G 3 1 .440 Expiration ,20 uil ing-In ector DC v DPPLICATION FOR BUILD PERMIT JUN 12 2017 - Date. , 20 BUILDING DEMINSTRUCTIONS i1 *'WVW Re-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's 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•permii 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 remov olition as herein described.The applicant agrees to comply with all applicable laws, ordinances,-building code, ing d n, reg. and to admit authorized inspectors on premises and in building for necessary inspections. ign ure of applicant or,n e,if a corporation) (Mailing,addr ss of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Dow Name of owner of premises LLQ/ 01A (As on'the tax roll,or latest deed) If applicant is a;corpkgration,�signa ulc-of duly authorized officer (Name'and,6flE,bf1corporatefofficer) Builders License-Nb. Plumbers License No. 'Electrician's License No. Other Trade's License No. l Location of land on which proposed work ill be done: d t An House Number Street Hamlet County Tax Map No. 1000 Section G Block Lot r 1 Subdivision Filed Map No. —Loti �2. State existing use and occupancy of pr mises and intended use and occupancy of proposed construction: a. Existing use and occupancy t C� ' IrP�✓i � I b. Intended use and occupancy rlC��t?rnCP_ �P1��li -I i3. Nature of workXcheck which applicable): Ndw Building Addition ; Alteration Repair V Removal Demolition Other Work (Description) 14. Estimated Cost `J ( Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units '� Number of dwelling units on each floor If garage, number-of cars I i6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. - Dimensions of existing structures, if any: Front Rear 39 �.� Depth Height Number of Stories , Dimensions of same structure with alterations or additions: Front 1 Rear 'Depth Height ` ' Number of S,tot s CI�c:: tN LLL!De, L1��e8. Dimensions of entire new construction: Front Rear . thAl 0 Height Number of Stories $AU'L " Ll U 9. Size of lot: Front. Rear Depth 10. Date of Purchase. $ 3 Name of Former Owner C`IeePI'W& d?la'nn u; ill. Zone or use district in which premises are situated" 12. Doesro osed construction violate an p p y,,zoning,law,:ordinance or regulation. YES 13. Will lot be re-graded? YES NO; ✓ Will•excess fi.11 be,removed from premises? YES ( . NO 14. Names of:Owner:of premises 60,r uc Ca,�l 3 lou Address ia5 5, r Py ', Phone No. Name'of Architect' . ' Address - Phone No Name of Contractor Address' Phone No. 15 a. Is this property within 100 feet of a tidal'wetland'or a freshwater wetland? *YES NO ' i * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300.feet'of a,tidal wetland? * YES.• NO * IF YES, D.E.C. PERMITS MAY BE-REQUIRED. I 116. 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 datyons vey. 18. Are there"any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. (STATE OF NEW YORK) ; SS: COUNTY OF ) I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the Notary' Public,State'oflNew York "le.Al Qt 61&SOW (Contractor,Agent, Corporate Officer, etc.) QuaMW In Butfolk County Commission Expires April 14,2_ of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowle belief, and that the work will be P" in the manner set forth in the application filed therewith. -- IS ,before me thy�,� ' day of J U A4 20 I 1. Notary Public Skn e of A nt I Scott A. Russell 0S111FQ Ir S]F01 1\M[WATJE1K SUPERVISOR J AWA\NA\ Gl]EM 1EN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 'sry�o Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) - ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑E C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet off horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ❑[� erosion hazard area. 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 NAME. IQ Section Block Lot FOR. BUILDI\G DEPARTNIEN`I' USE ONLY Contact Information 3 C 7 Reviewed By- - — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work — — — — — — — — — — — — — — — — — Ak�� ,I KI Approved for processing Building Permit Stormwater Management Control Plan Not Required. S (rI�E�D2� yJ / �7✓ ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM 11 SMCP-TOS MAY 2014 - i Town Hall Annex j 54375 Main Road T 1 p 7 . P.O.Box 1179 G; :Q ro er.riche 6 .soot o .n .us D Southold,NY 11971-0959 `'' �o C11( OCT 19 2017 i BuaDING DEPAKnfl T I3TALDING DEET. ! TOWN OF SOUMOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION rat c— REQUESTED BY. Date: Company Name: 9 Name: G U P a f2. t E (,L. License No.: S 7of _ C Address: Po o yc �� `J7�-,o c� /U Y Phone No.: s/(o 1?`f 9 5-616 I' JOBSITE INFORMATION: (*Indicates required information) *Name: ! *Address: 3-7 ! `�2' [.O *Cross Street: � �S *Phone No.: _5l b �4�� ! — ► Permit No.: --,;// ,7-3 i Tax Map District: 1000 Section: Block:_ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please.Circle All That Apply) *Is job ready for inspection: YES NO ough In Final *Do-you need a Temp Certificate: YES 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 GE�� e- 013 � �A j - - .82-Request for Inspection Form I i ! • -yyie!e' ��Nca'- 049 F � m or addalon Vpm�ed alterafia+ to Qds survey is a V41260"a, \ � Sec$on 7�8 a Aa Nis.YotR State , j E�on(8w: b - 1 - CoP�+a�atreepa�noltisartng 1lw tend oval" i �stt�emtbs � . f - tobaideYd6'waePl�- '0 4. v - i 4am tij Ito ppr pmwi4 ntm tmo aon4wll► and . . lendln0 Mnd�°"�lswon end 3 totiuer m_"oot= i � to addtdanai insp^.�cas . • _ . . owner. gg� .N_O �, v l�Z91zLo� O \ ,baa . LFIV {t�,9 644 O .skne• o ao OP 26983 -�✓ia6 a /v ;,yv %W9.9�' Go T�i�/ , joUTyoGQ.J�fFa1�C . . , REScheck Software Version 4.6.4 Compliance Certificate Project Interior and Exterior Renovations Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 770 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 375 South Harbor Road Gary&Carol Brown Joseph Turner Southold,NY 37�L5outh Harbor Road Drafting @ Design Consultants Southold, NY 4576 Middle Country Road 631-241-5145 Calverton, NY 11933 brownie@optonline.net 443-865-3108 d2consultants@optonline.net • • +.•Y'• • _`::.�ia•.- Jud.,..' ) .. .. _ .;.Rir.:!. . F • Compliance: 0.1,6 Better Than Code Envelol2e Assemblies Assembly cavityf Cont. t Floor 1:Slab-On-Grade:Heated 12t Insulation depth:2.0' 121 5.0 0.804 97 Ceiling 1: Flat Ceiling or Scissor Truss / 637 38.0 0.0 0.030 19 Ceiling 2: Cathedral Ceiling i 132 21.0 0.0 0.048 6 Wall 1:Wood Frame, 16"o.c. Orientation:Front 161 19.0 3.0 0.050 6 Window 1: Metal Frame with Thermal Break:Double Pane with Low-E SHGC:0.28 20 0.280 6 Orientation:Front Door 1:Glass SHGC:0.28 20 0.280 6 Orientation: Front Wall 2:Wood Frame, 16"o.c. 313 19.0 3.0 0.050 14 Orientation: Right side i Window 2: Metal Frame:Double Pane with Law-E 40 SHGC:0.28 0.280 11 Orientation:Right side 1 Wall 3:Wood Frame, 16"o.c. i Orientation: Left side 313 19.0 3.0 0.050 13 ` 35 0.280 10 t I Project Title: Interior and Exterior Renovations Report date: 05/7/17 Data filename: E:\Drafting and Design Consultants\2017 Pr6jects\17-0003 Gary Brown (Interior Page'1 of 9 1 Renovations\17-0003.rck Gross Area Assembly or Cavity Conti U.-Factor UA Door 2:Solid 20 0.320 6 Orientation: Left side Wall 4:Wood Frame, 16"o.c. 108 19.0 3.0 0.050 3 Orientation: Back Window 4:Wood Frame:Double Pane with Low-E 40 0.280 11 SHGC:0.28 Orientation: Back Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date i i t t a I, j r Project Title: Interior and Exterior Renovations Report date: 05/27/17 j Data filename: E:\Drafting and Design Consultants\2017 Projects\17-0003 Gary Brown (Interior Page 2 of 9 Renovations\17-0003.rck REScheck Software Version 114.6.4 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. F[PR111 ction # Pre-Inspection/Plan Review LPian�sVeffffiied �Fleld VerifiedCom Iies7 Comments/Assum tions e .1113 lualue P P 1, Construction drawings and `i❑Complies 2 `documentation demonstrate ❑Does Not ;energy code compliance for the Ir E ;_building envelope.Thermal ❑Not Observable envelope represented on ;❑Not Applicable ;construction documents, - 103.1, Construction drawings and ;❑Compiles 103.2, documentation demonstrate P ❑Does Not 403.7 'energy code compliance for [PR3)1 ;lighting and mechanical systems. s ' ❑Not Observable Systems serving multiple ".❑Not Applicable :dwelling units must demonstrate ,compliance with the IECC ;Commercial Provisions. J 302:1-1. Heating and cooling equipment is Heating: Heating: ;❑Complies 403,7 `sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2P on loads calculated per ACCA Manual j or other methods Cooling: Cooling: :❑Not Observable ;Japproved by the code official. Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: r E i t l j 3 i• i L1j High Impact(Tier 1) 2: Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Interior and Exterior Renovations Report date: 05/ 7/17 Data filename: E:\Drafting and Design Consultants\2017 Projects\17-0003 Gary Brown (Interior Page 3 of 9 Renovations\17-0003.rck Section , # Foundation Inspection Plans VerifiedField-Verified Complies? Comments/Assum tions & Re .ID Value Value p 402.1.2 ;Slab edge insulation R-value. R- R- ':❑Complies ,See the Envelope Assemblies [FOl]1 Unheated ;❑ Unheated t❑Does Not 'table for values.. ❑ Heated 'E] Heated °❑Not Observable ❑Not Applicable 402.1.2 Slab edge insulation ft ft :❑Complies See the Envelope Assemblies [F03)1 ;depth length. T❑Does Not :table for values. L ❑Not Observable 1 '❑Not Applicable ' 303:2:1 ;': A protective covering Is Installed '-' '❑Complies [F01-1j?'",oto protect exposed exterior ` ;❑Does Not insulation and extends a }, " pminimuin of 6 In.below grade. '❑Not Observable r = ❑Not Applicable 403:9 '.Snow-and ice-melting system '-,❑Complies [-012.13 -j controls installed. ❑Does Not '❑Not Observable a' ❑Not Applicable Additional Comments/Assumptions: S - s w 3 i 1 High Impact(Ter 1) '2' Medium Impact.(Tler 2) 3 Low Impact(Ter 3) Project Title: Interior and Exterior Renovations Report date: 05/27/17 Data filename: E:\Drafting and Design Consultants\2017 Projects\17-0003,Gary.Brown (Interior, Page 4 of 9 Renovations\17-0003.rck Section # Framing/Rough-in Inspection plans Verified Field.Verified Complies? Comments/Assum tions I&Req.1131 Value Value P 402.1.1, ;Door U-factor. U- U- Complies See the Envelope Assemblies 402.3.4 :❑ table for values. [FRl]1 :❑Does Not �1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- 1❑Complles ;See the Envelope Assemblies 402.3.1, :'average). Does Not ;table for values. 402.3.3, ; 402.3.6, ;❑Not Observable 402.5 �❑Not [FR2]1 Applicable 303.1.3 ,U-factors of fenestration products:, ❑Complies [FR4]1 .are determined in accordance = ?❑Does Not iwith the NFRC test procedure or taken from the default table. ❑Not Observable . ❑Not Applicable 402.4.1,1 'Air barrier and thermal barrier - ,;❑Complies [FR23]1 ;installed per manufacturer's `❑Does Not instructions. ,❑Not Observable ❑Not Applicable 402.4.3 `Fenestration that is not site built --7-C] Complies [FR20]1 ;is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440� "' .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 [FRd6]2•,. -'sealed at housingrnterior finish r ❑Does Not jand labeled to indicate s2.0 cfm i 'leakage at 75 Pa. ❑Not Observable ; I. I,❑Not Applicable 405.2 .All ducts in unconditioned spaces R- R- :❑Complies [FR25]1 or outside the building envelope •❑Does Not I are Insulated to aR-6. ❑Not Observable ❑Not Applicable , 403.3.3.5 Building cavities are not used as - :❑Compiles [FR15]3 ,ducts or plenums. ❑Does Not ❑Not Observable "❑Not Applicable 403.4 :HVAC piping conveying fluids R- R- ;❑com lies [FR17.]z' -%above 105 QF or chilled fluids P 'below 55 QF are insulated to_-R_ Does Not ;, 3. ❑Not Observable ❑Not Applicable 403.4.1 ,Protection of insulation on HVAC ;. :❑Complies [FR24)1 ;piping. :❑Does Not 7,,❑Not Observable ❑Not Applicable 403`:6 ;Automatic or gravity dampers are . ❑CompIii es [FR19J? ;,installed on all outdoor air ❑Does Not ;intakes and exhausts. ❑Not Observable '`' " '' �' - • - - :;❑Not Applicable #f Additional Comments/Assumptions: i 1 High Impact(Tier 1) 1,2:, Medium Impact(Tier 2) J 3 JLow Impact(Tier 3) Project Title: Interior and Exterior Renovations Report date: 05/27/17 Data filename: E:\Drafting and Design Corisultants\2017 Projects\17-0003 Gary Brown (Interior Page 5 of 9 Renovations\17-0003.rck 1 Section # insulation Inspection Plans Verified Field Verified. & Re .lb Value .Value Complies? Cornments/Assumptions 3031 -.1AII installed insulation is labeled [IN13)? for the installed R-values :OComplies .,.,:DDoes Not provided. -E]Not Observable '.'E]Not Applicable 402.1.1, ;Wall insulation R-value.If this is a, R- R- UComplies :See the Envelope Assemblies 402-2.5, ;mass wall with at least 1/2 of the i Ei— r❑ Wood ❑ Woodtable for values. 402.2.6 wall insulation on the wall ICIDoes Not [IN3]1 !;El Mass C] mass exterior,the exterior Insulation. ;C]Not Observable E] Steel E] Steel ENot Applicable i requirement applies(FR10). 303.2 ;Wall insulation is installed per 10Complies [IN4]1 manufacturer's instructions. �E]Does Not UNot Observable 0Not Applicable Additional Comments/Assumptions: 1_1 11-11gh Impact Mer 1) T,2 Medium Impact Mer 2) 3 Low Impact(T:,er�3) Project Title: Interior and Exterior Renovations Report date: 05/27/17 Data filename: EADrafting and Design Consultants\2017 Projects\17-0003 Gary Brown (Interior Page 6 of 9 Renovations\17-0003.rck Sectio_n # Final inspection Provisions Plans Verified Field Verified & Re .ID Value Value Complies? Comments/Assumpt:lons 402.1.1, 'Ceiling insulation R-value. R- R- ;❑Complies 'See the Envelope Assemblies 402.2.1, Wood :table for values. 402.2.2, ❑ ❑ Wood Does Not 402.2.6 ❑ Steel ❑ Steel `❑Not Observable ' (FI1)1 ❑Not Applicable 303.1.1.1,;Ceiling Insulationinstalled per ❑Complies 303.2 manufacturer's instructions. " ❑Does Not (FI211 ;Blown insulation marked every '300 ft'. ❑Not Observable ❑Not Applicable 402.2.3' ;Vented attics with air permeable = =;❑Complies [192212 'insulation include baffle adjacent ❑Does Not " Ito soffit and eave vents that ;extends over insulation. t` 'E]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 ' cfm/100 cfm/100 ;❑Complies [194)1 :cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air 'handler @ 25 Pa.For rough-in -❑Not Observable :tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [192711 determine air leakage with 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 ; handler enclosure. ' 403.3.2.1 :Air handler leakage designated ''❑Complies [FI2411 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ` Y - ;❑Not Applicable 403:1.1 -"?'Programmable thermostats ;. ,❑Complies [FI9]? £installed for control of primary 4g heating and cooling systems and s❑Does Not 'initially set by manufacturer to l ❑Not Observable , code specifications. !❑Not Applicable .403.1:2 ;Heat pump thermostat installed ❑Complies (FI10]21ion heat pumps. ❑Does Not ,'.[]Not Observable ❑Not Applicable 403.`5.1 Circulating service hot water �'"•;'" 1systems have automatic or .❑Complies laccessible manual controls. ❑Does Not s ❑Not Observable ❑Not Applicable -403.6:1 = AII mechanical ventilation system f ``.fans not art of tested and listed ❑Complies [FI25)2 p _'; ❑Does Not f HVAC equipment meet efficacy r Wand air flow limits. ;❑Not Observable 1 .!❑Not Applicable 1 High Impact(Tier 1) ,2. Medium.lmpact(Tier 2) 3 ILow Impact(Tier 3) t i Project Title: Interior and Exterior Renovations i Data filename: E:\Drafting and Design Consultants\2017 Projects\17-0003 Gary Brown (Interior Report dat Page 7'of19 Renovations\17-0003.rck Section # Final Inspection Provisions Pians Verified Field Verified Com lies? Comments/Assum tions Value Value P P 403;24-'•• .Mot water boilers supplying heat ❑Complies 1 F1261,T:-, ' through one-or two-pipe heating `.t : ❑Does Not systems have outdoor setback control to lower boiler water - ` ❑Not Observable ' jtemerature based on outdoor - a ;❑Not Applicable temperature. - 403,511 Heated water circulation systems :❑Complies ,[F128]2, g'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- F-=.I J❑Not Applicable ? f syphon circulation systems are not present.Controls for s circulating hot water system A,pumps start the pump with signal Yfor hot water demand within the ; ;occupancy.Controls _ ;i automatically tum off the pump =i when water is in circulation loop y is at set-point temperature and ,no demand for hot water exists. 403:51.2 Electric heat trace systems ❑Complies [F,129] '`.icomply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically _ `adjust the energy input to the `0Not Observable heat tracing to maintain the ❑Not Applicable "desired water temperature In the piping. 403.5.2 !Water distribution systems that ° is ❑Complies [F130]2 Hhave recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated _ : -❑Not Observable ''Iwater source through a cold - - ❑Not Applicable "water supply pipe have a s - ;demand recirculation water ;;system.Pumps have controls that manage operation of the ;pump and limit the temperature '!of the water entering the cold ; water piping to 1049F. 3 403.5.4° Drain water heat recovery units ❑Complies (� '131]2 *tested in accordance with CSA ❑Does Not 855.1. Potable water-side pressure loss of drain water heat : „ ,❑Not Observable recovery units<3 psi for ,❑Not Applicable i` •'individual units connected to one dor two showers.Potable water- aside 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.;.`: :Does not apply to low-voltage []Not Observable ;lighting. >❑Not Applicable - 404.1.1 'fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. °❑Does Not ❑Not Observable - "' -- -� • ;❑Not Applicable ; [461.3 ;Compliance certificate posted. _'7]z` :❑Complies r ❑Does Not .,[]Not Observable ' ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2} 1 3 1 Low Impact(Tier 3) Project Title: Interior and Exterior Renovations Report date: 05r?7/17 Data filename: E:\Drafting and Design Consultants\2017 Projects\17-0003 Gary Brown (interior Page 8 of 9 Renovations\17-0003.rck - t � � . � [-Section. # Final Inspection Provisions Plans Verlfie�dFle�IdVerlfiled �C lu pile e Value Value Compiles? Comments/Assumptions 303.3 'Manufacturer manuals for :DComplies ElDoes Not systems have been provided. '-,C3Not Observable .,E]Not Applicable . [FI18]3 'mechanical and water heating Additional- --''~~~~. � 1 High Imp act Mer 1) 71 Mpelit im Irmn act(Tier 2) 3' Low Imp-act(Tier 3) Project Title: Interior and Exterior Renovations Report date: 05/27/17 Data filenarne: E:\Drafting and besign Consultants\2017 Projects\17-0003 Gary Brown (Interior � 2015 IECC Energy Efficiency Certificate Insulation Rating Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 5.00 Ceiling/Roof 38.00 Ductwork (unconditioned spaces): Door Window 0.28 0.28 Door 0.28 0.28 Cooling,'Heating& Heating.System: Cooling System: Water Heater: Name: Date: Comments 1 r i E REScheck Software Version 4.6.4 Compliance Certificate Project Interior and Exterior Renovations Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 770 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number, Construction Site: Owner/Agent: Designer/Contractor: 3755 South Harbor Road Gary&Carol Brown Joseph Turner Southold, NY 3755 South Harbor Road Drafting @ Design Consultants Southold, NY 4576 Middle Country Road 631-241-5145 Calverton, NY 11933 brownie@optonline.net 443-865-3108 d2consultants@optonline.net Compliance: Passes performance alternative Compliance: 1.1%Better Than Code Envelope Assemblies Assembly Gross Area Cavity Cont. Perimeter Floor 1: Slab-On-Grade:Heated 121 5.0 0.804 97 Insulation depth: 2.0' Ceiling 1: Flat Ceiling or Scissor Truss 637 380 0.0 0 030 19 Ceiling 2- Cathedral Ceiling 132 21.0 0.0 0.048 6 Wall 1:Wood Frame, 16"o.c. 161 19.0 3.0 0.050 6 Orientation: Front Window 1: Metal Frame with Thermal Break:Double Pane with Low-E 21 0.280 6 SHGC: 0.28 Orientation: Front Door 1: Glass 20 0.280 6 SHGC: 0.28 Orientation: Front Wall 2. Wood Frame, 16"o.c. 313 19.0 3.0 0.050 14 Orientation. Right side Window 2• Metal Frame:Double Pane with Low-E 34 0.280 10 SHGC. 0.28 Orientation. Right side Wall 3: Wood Frame, 16"o.c. 313 190 3.0 0.050 13 Orientation. Left side 32 0.280 91 Project Title: Interior and Exterior Renovations Report date: 09/30/17 Data filename: D:\Drafting and Design Consultants\2017 Projects\17-0003 Gary Brown (Interior Page 1 of 9 Ren ovations\17-0003.rck Gross Area Cavity Cont. Perimeter Door 2:Solid 20 0.320 6 Orientation: Left side Wall 4:Wood Frame, 16"o.c. 108 19.0 30 0.050 4 Orientation: Back Window 4. Wood Frame:Double Pane with Low-E 22 0.280 6 SHGC: 0.28 Orientation: Back Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. al X`ze r7 Name-Title Signaturte Date �O ARC/y/T ASC.HAR �''k UJ 0 C7 J ♦c 6,�p �O S 732% y� TgTE OF N� Project Title: Interior'and Exterior Renovations Report date: 09/30/17 Data filename: D:\Drafting and Design Consultants\2017 Projects\17-0003 Gary Brown (Interior Page 2 of 9 Renovations\17-0003.rck r� CREScheck Software Version 4.6.4 �(J Inspection Checklist Energy Code: 2015 IECC Requirements: 37.0% 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 & Re .ID 1031, ;Construction drawings and ❑Complies :Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PRI]i :,energy code compliance for the :building envelope.Thermal ❑Not Observable I envelope represented on ❑Not Applicable ;construction documents. J 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 4037 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ® :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 4 302.1, 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: V Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ; ;❑Not Applicable Additional Comments/Assumptions: ' 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Interior and Exterior Renovations Report date: 09/30/17 Data filename: D:\Drafting and Design Consultants\2017 Projects\17-0003 Gary Brown (Interior Page 3 of 9 Renovations\17-0003.rck Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.2 ;Slab edge insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies [FO1]1 ;❑ Unheated ;❑ Unheated ;❑Does Not ;table for values. Heated Heated G ;❑ ;� j❑Not Observable ❑Not Applicable 402.1.2 ;Slab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies [F03]1 depth/length. :❑Does Not ;table for values. ❑Not Observable ' ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies ;Requirement will be met. [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a14 ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable ; 403.9 Snow-and ice-melting system ❑Complies [F012]2 controls installed. ❑Does Not V []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Interior and Exterior Renovations Report date. 09/30/17 Data filename: D:\Drafting and Design Consultants\2017 Projects\17-0003 Gary Brown (Interior Page 4 of 9 Renovations\17-0003.rck Section Plans Verified. Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions. & Re .ID 402.1 1, ;Door U-factor U- U- ;❑Complies :See the Envelope Assemblies 402.3.4 ;❑Does Not table 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, ❑Not Observable I , 402.5 I ;❑Not Applicable (FR2]1 303 1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. (FR4]1 :are determined in accordance ❑Does Not ® .:with the NFRC test procedure or ❑Not Observable ' taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's IE]Does Not ® ;instructions. ❑Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ; ;or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2 0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 405.2 ;All ducts in unconditioned spaces ; R- R- !❑Complies [FR25]1 :or outside the building envelope ;❑Does Not are insulated to>_R-6. ® ;❑Not Observable ❑Not Applicable 403.3.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not lAJ ❑Not Observable []Not Applicable 4034 HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 above 105 QF or chilled.fluids ;❑Does Not l8J below 55 QF are insulated to 2:11- 3ENot Observable , , ❑Not Applicable 403.41 :Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ' ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies :Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. IF-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Interior and Exterior Renovations Report date: 09/30/17 Data filename: D:\Drafting and Design Consultants\2017 Projects\17-0003 Gary Brown (Interior Page 5 of 9 Renovations\17-0003.rck Section Plans Verified Field Verified # Insulation Inspection Value- Value Complies? Comments/Assumptions & Req.ID 3031 All installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2 or the installed R-values ❑Does Not U provided ❑Not Observable ; ❑Not Applicable j 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. 402.26 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑ Mass ;❑Not Observable ® requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 :.Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 ;manufacturer's instructions. :❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Interior and Exterior Renovations Report date: 09/30/17 Data filename: D:\Drafting and Design Consultants\2017 Projects\17-0003 Gary Brown (Interior Page 6 of 9 Renovations\17-0003.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID ii i 402 1.1, ;Ceiling insulation R-value. ; R- ; R- i❑Complies ;See the Envelope Assemblies 402.2.1, ;E] Wood E] Wood ;❑Does Not ;table for values. 402.2.2, ;❑ Steel ❑ Steel 402.2.6 ; ;❑Not Observable [FI1]1 ;❑Not Applicable ; I ; 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F[2]]L ;Blown insulation marked every 300 ft' ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies :Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50- ACH 50= ;❑Complies ;Requirement will be met. (FI17]1 ;ach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F14]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 ;❑Not Applicable ;occur during Framing Inspection. 403.3.2 i Ducts are pressure tested to ; cfm/100 cfm/100 i❑Complies [FI27]1 ;determine air leakage with 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 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 , code specifications. ❑Not Applicable 4031.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable- 403.51 pplicable403.51 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.6.1 All mechanical ventilation system ❑Complies [F125 J2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Interior and Exterior Renovations , Report date: 09/30/17 Data filename: D:\Drafting and Design Consultants\2017 Projects\17-0003 Gary Brown (Interior Page 7 of 9 Renovations\17-0003.rck i Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 403.2 , Hot water boilers supplying heat r ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water [-]Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems " " ❑Complies [F12 8]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 turn 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 [F12 9]2 comply with IEEE 515.1 or UL ❑Does Not 515.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 [F130]2 have recirculation pumps that ❑Does Not 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 demand recirculation water „ system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F 403.5.4 Drain water heat recovery units ❑Complies [F13 112 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 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 [F16]1 :fixtures or 75%of permanent ❑Does Not (fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.11 Fuel gas lighting systems have ❑Complies [F123]31 j no continuous pilot light. ❑Does Not J ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted ❑Complies :Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Interior and Exterior Renovations Report date: 09/30/17 Data filename: D:\Drafting and Design Consultants\2017 Projects\17-0003 Gary Brown (Interior Page 8 of 9 Renovati ons\17-0003.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 f Manufacturer manuals for ❑Complies [FI113]3 1 mechanical and water heating ❑Does Not ,systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Interior and Exterior Renovations Report date: 09/30/17 Data filename: DADrafting and Design Consultants\2017 Projects\17-0003 Gary Brown (Interior Page 9 of 9 Renovations\17-0003.rck 2015 IECC Energy Efficiency Certificate :Insulation Rating R-Value Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 5.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.28 0.28 Door 0.28 0.28 Cooling;Heating& Heating System: Cooling System: Water Heater: Name: Date: Comments LA r-7 D L_ n n� IJ A55 F V I AT I O I S : OCT A/C AIR CONDITIONER '� Tov, ;; �;� y � ACT ACOUSTICAL TILE AD AREA DRAIN ADJ ADJACENT ADJUST ADJUSTABLE -� AFF ABOVE FINISH FLOOR ALUM ALUMINUM APT APARTMENT B- ATTEN ATTENUATION BRD BOARD 1(1 BLDG BUILDING ff BR BEDROOM O BPP BUILDING POWER PANEL GAB CABINET GEM GEMENT GER CERAMIC GH CEILING HEIGHT GJG G JOIST - GT CERAMIC, TILE GL CLOSET Z GMU CONCRETE MASONRY UNIT fl- GFM CUBIC FEET PER MINUTE O W C/B GIRGUT BREAKER u V Z GLC, CEILINGtu COL COLUMN Q O O COMP COMPOSITEQ CONO CONCRETE t1 TO MATCH % �1 m 5 NEW TRIM 0ON5T DOG CONSTRUCTION DOCUMENTS > % V EXT'G CONT CONTINUOUS !71 DA DROPPED ARCH in EXT'G "' DH DOUBLE HUNG BRICK CHIMNEY �.- -- DIAM DIAME R TO REMAIN - NEW DI D J1(� �- _. DN DOWN ASPHALT SHINGLES DTL DETAIL =- — � TO MATCH EXT'G DWG DRAWING - ELEC ELECTRICAL T- _ m _ ELEV ELEVATION _... .. ._.._.__... ._..._..___........._.__.._._.._._......._...._____-_- EOUAL EQ - -- -- - -- EX15T EXX ISTING EXT EXTERIOR NEW FAI RES AIR INLET HARD I-PLANK - ® ® FG FIRE GORE FD FLOOR FRAIN CLAPBOARDFE FIRE EXTINGUISHER CABINET t FHV R OS VE ____ __. _______ _ FF50 FIREPROOFED SELF-CLOSING G A GAUGE -..._....._______._._...__._._.__....__.. .._....._...._..___.........._-..-.-. _ ____.__.. GL GLASS _ ..............._._..........___....-.........._.._._.._.._._..........-..----.._... 6ALV GAL N Z GROUND FAULT INTERRUPTOR � HG B HO L OW GORE BOARD GR�rDE NMETAL I I HMG HOUSHM ING MAIN ENANCE z I I HR HOUR Q --------------I HT HEIGHT J L--------------------------------J HVAC HEATING VENTILATION 4 A/C HW HOT WATER a/ ID INSIDE DIAMETER O INC INCLUDING IL � INSUL INSULATION INT INTERIOR Z LTL LINTEL MA5 MASONRY FRONT ELEVATION MATL MATERIAL } 50ALE: 1/4"=I'—O" MATL MATERIAL Lu MAX MAXIMUM z LLI MEGH MECHANICAL lu v O m MET METAL Ipl�� MFR MENUFACTURER W MIN MINIMUM zLU MO MASONRY OPENING }� v MS MARBLE SADDLE }t O ST O DRA DKN OSMTD MOUNTED MTL METAL N NORTH NIG NOT IN CONTRACT NO NUMBER O O IYO NT5 NOT TO SCALE co ON CENTER \ _ OD OUTSIDE DIAMETER A - 1 : GOY/ E R SHEET OOPENING x OFF OPPOSITE X � PL PROPERTY LINE to v PLAS PLASTER PLUMB PLUMBING j� I I PNL PANEL A - 2 : GONSTRUGTION NOTES (5ENERAL NOTES PROP PROPERTY B U I L D I I V O S P E C I F I C A T I O N S PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED fes' PTD PAINTED m OT QUARRY TILE R RISER J� REFR REFRIDGERATOR REVISIONS FOUNDATION PLAN / FLOOR PLAN / FRANO DETA ILS REF REFERENCE M I REO REQUIRED 06-06-11 #I REV REVISION 0q-0(0-11 #2 RD ROOF DRAIN RM ROOM OQ-21-11 #3 A - 4 : ROOF PLAN ELEGTRIGAL PLAN RO ROUGH OPENING RTD RATED S STOVE SGH SCHEDULE SD SMOKE DETECTOR CrA SEG SECTION W� A - 5 : ELEVATIONS SF SQUARE FOOT SPEC SPECIFICATION 5 SQUARE ` SRO SINGLE ROOM OCCUPANCY 0 �ED Rc 5TL STEEL f`;�� APs c. 5TRFRT STREET FRONT SU5P HT SUSPENDED HEIGHT o° T TREAD TG TERRACOTTA THK THIGHNE55 THRG FRM THROUGH FRAME '9� X32 a cl° y0� TOG TOP OF CURB OF N E`N TYP TYPICAL UNFIN UNFINISHED VEST VESTIBULE DRAWN BY: J. TURNER VB VANITY BASIN SCALE: AS NOTED VGT VINYL COMPOSITE TILE VIF VERIFY IN FIELD C,W%) BY: W/ WITH DATE: 05/24/11 W/O WITHOUT WC WATER CLOSET SHEET NUMBER WD WOOD ND WASHER /DRYER WIN WINDOW WO WALL OVEN WR WATER RESISTANT WWM WELDED WIRE MESH YD YARD DRAIN JOB #: DDG-11-0003 CLIMATIC &GEOGRAPHICAL DESIGN CRITERIA-INTERNATIONAL RESIDENTIAL CODE TABLE R301.2(1) Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Table s.5A Top and Bottom Plate to Stud Lateral Connections Exposure B GENERAL NOTE5 6Roua i WIND M516N SEISMIC SUBJECT WINTER ICE SHIELD S I M PSON STRONG-TIE Shear Connection Requirements CT TO DAMAGE FROM EXposu re B for Wind Loads p 5N0A SPEEDd TOPOGRAPHIC SPEGIALFIND NUNO-BORN �16N -___ _ �16N MTtL Y- FLOOD AIR h FREEZING STRAP-TIE HOEDOWN MrescriptiweAlternativetoTable3.4� (Prescrrpt�feAlternative toTable3.5) LOAD 009 EFFECTS k RE610N N DEBRIS ZONE m CAT660RY g WEATHERII a D�A4 b TERMITE c REQUIRED INDEX(U I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION 51TE BEFORE so PSH. 15o M.PN. YES IeN OR LESS B SEVERE 5'-O• " `T'` n REQUIRED wA sea Toa-yi.Wind speed 4_J BEGINNING ANY PHYSICAL WORK. HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE To `� 7a31-yr,WindSpeed ll0 IIS 120 13° 140 iso 160 170 IOU 195 3-serandgast(mphl Sia til i2o 130 i4o iso ilia vo iso 19s 3-second mph Stud PLANS, SPECIFICATIONS AND ALL OTHER INFORMATION INGLUDING GOVERNING CODES, LAWS, FOR 51: I POUND PER SQUARE FOOT 0.04-M kPa,I MILE PER HOUR• 0.44-1 M/5 '"�aEl USE "S I MPSON" RafterjCeifng foist Number of I3d Common Nails or 10d Baal Flails I'Foenailea} Spacing Wall Height(ftl Required Humber of ilii Cam mon Nails or 40d Sox Nails per Stud W Plate Conrtectioo a.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR&RADE OF MASONRY THAN NWES5ARY TO SATISFY THE STRUCTURAL Spacing tn. Height Required In Each Rafter and/or Ceiling Joist to To Plate Connection."Mt" fin.{ ct ORDINANCES, ZONING AND REGULATIONS. REGUIREMENTS OF THIS GODS.THE NEATHERIN&COLUMN SHALL BE FILLED IN WITH THE WEATHERIN& INDEX,'NE6LIGIBLE,' •MODERATE'OR 5THD10 { ft. / "g P 'SEVERE"FOR CONCRETE AS DETERMINED FROM FIGURE R501.2(5).THE&RADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM G 54, 2 2 2. ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE THE G 55,G 62,LI ,c g0,G Y G 145,C EE ER G 652. °•' NnrLED HOLD DOWN a 2 2 2 3 3 3 3 3 3 io 2 j j z z 2 2 j 2 , b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R405.1(U.THE JURISDICTION SHALL FILL IN THE FROST ° P°"T10N � SU Z Z ? 2 3 3 3 3 3 3 �� 2010 N.Y.5. ENERGY CONSERVATION CONSTRUCTION CODE AND ALL LOCAL CODES, RULES, LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH&RADE. 2' 2 2 2 2 2 2 2 2 2 c.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WAR THERE HAS BEEN 15 a " 2 2 3 3 3 3 3 3 3 12 14 2 1 2 2 2 2 2 2 2 3 REGULATIONS AND ZONING LAWS. A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE• 1c. 2 2 = 3 3 3 3 3 3 4 is 2 2 2 2 2 2 2 F 2 3 V J (�(� d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC,WIND SPEED MAP[FIGURE R5012(4)AI.WIND a 3 3 3 4 5 5 5 5 5 5 18 2 2 2 2 2 2 2 2 3 3 11) EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R50L.2.1.4. 24 e.THE OUTDOOR PM16N DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF q1-1/2 PERCENT VALUES FOR WINTER FROM 14 3 3 3 4 5 5 5 5 5 6 2c. 2 2 2 ? Z 2 2 3 3 3 m i;i 5. IF, DURING THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH 015A6REE5 OR CONFLICTS APPENDIX D OF TIE INTERNATIONAL PLUMBING GODS.DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT 1 prescriptive limits are based on assumptions in Table 3.4. a 2 2 2 2 2 2 2 2 2 2 LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. SPAN O U_ WITH WHAT 15 INDICATED ON THESE PLANS AND SPECIFICATIONS, THE CONTRAGTOR SHALL STOP t.TIE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE MTH THE!WISMIC DE51&N GATE60RY DETERMINED FROM SECTION R3o1=1 LE w 2 WlienCeiling jois�are instaledparallel to rafters,the sum of the toenails in the rafter and ceiling;olst-,ha,,f equal or exceed is = 2 = = 2 2 z 3 "i?'`, Nax1"'a' 12 2 2. 2 2 2 2 2 2 3 3 Q m m �1 THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTIONS ENTRY INTO THE NATIONAL FLOOD the tabulated number of nails required. `l WORK AND NOTIFY THE DE51 GNER/ARGHITEGT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS 9 INSURANCE PRO&RAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT•OF FLOOD HAZARD AREAS),(B)THE DATE(5) � 3 To avoid splitting,no more than 2 toenais shall be irstal!ed in each side of a rafter or ceiling joist when fastened to a 2x4 16 14 2 2 2 2 2 2 3 3 3 Ia PROCEDURE, AND GONTINUE WITH THE WORK, HE SHALL A55UME ALL RE5PON51BILITY AND LIABILITY of TIE FLOOD INSURANCE STUDY AND(G)THE PANEL NUMBERS AND DATES OF THE CURRENTLY EFFECTIVE FIRMS AND F5FM5 OR OTFER -� FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDIGTiON,AS AMENDED. ,`:':._ tap plate or 3 toenails m each side when fastened to a 206 top plate. 1b 2 2 2 2 2 2 3 3 3 4 ARISING THERE OF. h.IN ACCORDANCE WITH SECTIONS 8405.1.2,R4105A.5L,Rg05S.3.1,RAO5.b31,R9O5"13.1 AND RgO5.831,HHERE THERE HAS BEEN A 30Rca'""aR ';=•'•:> ... ONE N4 32 2 2 Z 2 2 3 3 3 4 4 W `, m LENGTH ..';"; NCOW 4 bVl:ere top plate-to-rsdge heights exceed iii',fey sha:l he ad;usted as faf=vsys: 3 3 3I 5 X�/. H15TORY OF LOCAL DAMA&E FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN THI5 PART OF THE TABLE WITH �, ni s1ENN 20 2 2 2 2 6YESA OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH ONOP sr Nw. Wall Height $' 10 s 2 2 Z 2 �. Z 2 3 3 3 4t:. SS I.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM FIGURE •• t~' L�a QN \aEDn"1 O 4. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY THE DE5IGNER/ARGHITECT AND R4o33(2)OR FROM THE 100-YEAR(0141 PERCENT)VALUE ON THE NATIONAL CLIMATIC.DATA CENTER DATA TABLE'AIR FREEZING INDEX-USA NER '�"GTM 1a 2 2 ? 2 2 2 3 3 3 4 TO THE BEST OF H15 KNOWLEDGE AND BELIEF MEET THE REQUIREMENT5 OF THE N.Y.5. ENERGY t-T (BASE 52 DEG.F)." TopPlateto ft) AdjustrnentFactor 12 2 z 2 2 2 3 3 4 4" 5 �.aaI � )- ^ O J.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER Height Ift) 24 14 2 2 2 2 3 3 4 4 4 5 • Z IL Q_ CONSERVATION CONSTRUCTION CODE. DATA TABLE OAIR FREEZING INDEX-USA METHOD 0ASE 52!6F).a 10' 1.G0 1. r^ =), � 1L O I-4 IN ACCORDANCE WITH SECTION R901.2.I3,WHERE THERE 15 LOCAL HISTORICAL DATA DOGUMEN'T'IN&STRUCTURAL DAMAGE TO BUILDINGS DUE 18 2 2 2 3 3 3 4 4 5 6 v' JU 15` 1.]5 i.:S 1B 2 Z Z 3 3 4 4 5 5 6 TO TOPO�GRAtsfilG WIND SPEED-UP EFFECTS,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH'YES.'OTHERWISE,THE n , V Z JURISDICTION SHALL INDICATE"NO' IN TH15 PART OF THE TABLE. 20 1.40 150 20 2 2 3 3 4 4 5 5 6 7 `(./ d) 5. CONTRACTOR SMALL EXERCISE GOOD JUDGEMENT IN ORDER TO MINIMIZE DAMAGE TO ANY EXISTING I. TN ACCORDANCE WITH FIGURE R5012(4)A,WHERE THERE 15 LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS,THE 1 Prescriptive Jmitsare based on assumptions In Table 3.5. lu ." JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH'(1551 AND IDENTIFY ANY SPECIFIC REQUIREMENTS.OTHERWISE,THE JURISDICTION 2 Tabulated framing loads and connection requirements sha'f be permitted to he muhipHed b}0.42 fcrframulg not located .--1 O ) AREAS AND CONDITIONS. EXISTING WORK DAMAGED A5 A RESULT OF NEW CONSTRUCTION SHALL BE SHALL INDICATE"No" IN THIS PART OF THE TABLE. Table S.t �Iaitingsorrecrrrre within Tabulated corners- +� M. IN AGCORDAW-E WITH SECTION R501.212.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE(S).OTHERWISE,THE 2015 WFCM Q RESTORED TO THEIR ORIGINAL CONDITION, AT NO ADDITIONAL COST TO THE OWNER. JURISDICTION SHALL INDICATE "NO' IN THIS PART OF THE TABLE. ~ M 75 Plumber of Number of Q i5 01 Joint Desaiption Common Nailz wax Naffs Nail Spring 111) r- Table 3.5 Ridge Connection Requirements for Wind 6. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. (N.T.5-) REFERENCE STANDARD FOR DESIGN OF STRUCTURE RO•FOf FRAMING Exposure BI � O P { 1 Isee Taoa3.-+1.) 1:ee T:oie3ul aerrs-ser f[,Si?ad Lo:3�r'�Ss� 'Yt[7tIOF'AS: Roof>G.552m hJ =1�p3 E % 0 Rafter to Ta Plate Toe-nested w, 1) AMERICAN FOREST AND PAPER ASSOCIATION(AF 4 PA) 2015 EDITION Ceiling Joist toTop Plate[toe-nailed} ;seer:be3..'A< 1:eeT:me3.4A1 oe•joiz T- `y fs ee Tabs 39A} (see Tabie3.9.41 eacn:ap 700-yr.windspeed '(� _` M 7. DESIGNER/ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE INSPECTION OR OBSERVATION OF WOOD FRAME GONSTRUGTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. calingJoist toPardlelRafter{Faten•tad[ in 0 U! Ceiling loixt Laps aver Pareitians(face-naffed} ;see T:be 3.96 t:ee T:3ia39.41 oath ap 3-second gust{mphj 110 115 120 130 Y4a t5a 16t1 STU 1&f 195 �{. CONSTRUCTION. 8501.4 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND ® Collar Tie to Raster(Face-nlriled) (zeeTab-e3St f:eeTshle9.fi pe=tir V Blocking:a Rafter rroe-nailed) 2-Se 2-10d each"d Roof Pitch Ra�of 3Pan y�Y4 DESIGN LOADS: CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD Ift) RegniredtapacityofRidge[annection[plfj ,1 WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE Aon Board to Raiter(Ead oeded} 2-f6c ,;1-16d eaw cid ( Iw`' /l S. DRAWIN65 AND SPECIFICATIONS A5 INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY FLOOR EOUIPME►IT• WAILLFRAMING 12 77 9f 103 135 159 205 243 234 327 397 RSOIS LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE . Endwall TopPiaeetaTopPcatc IFaeenededl 160 2-16d' prfaat 16 fog iii Sal 1Q: 226 274 325 379 496 529 OF THE DESIGNER/ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. LIVE LOAD 40 1b. Top Plate%at Intersections{Face-nestled) 4,16e 5-16d loln-,-ex,nsice 20 1211 152 176 227 292 342 4106 473 345 661 !;i DEAD LOAD 10 Ib. LOAD SHALL BE A5 PROVIDED IN TABLE 83015. • Studtosttid[Face-jaded) 2-16d 2-16d 24'o.c 3:12 24 155 1822 211 Z72 339 430 487 56s 654 7993 • THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR SITES OR EXTEN510N5 AND EXPANSIONS TO Corner stud TABLE 8501.5 • Hfeader to Header iFace-tm7e4t 16d 16c 16'o.c.a'o,E edge: TH15 PROJECT EXCEPT BY WRITTEN AGREEMENT ALONG WITH APPROPRIATE COMPENSATION TO TH15 TOTAL LOAD = 50 1b. Holddown 106 212 344 3111 395 579 569 663 753. 05 MIMIMUM UNIFORMLY DISTRIBUTED LIVE LOADS connected to Top (End-nailed) ;,ceTc5K35k+ {:eeTa:le3s:.f per:t�,,a 32 :U6 ?C3 381 563 d5= 517 649 7sfl s73 iQi7 ARCHITECT. ROOF (IN POUNDS PER SQUARE FOOT) • transfer shear Bottom Plate toFloor' ist,Band' i End" rt 2-16c�� 2- 36 231 273 316 409. 505 616 730 r352 96z 1190 Jo to zt, ,p 960'" orb°°" GROUND SNOW LOAD 45 Ib. LIVE • • • 2-16d Common or Blocking Irace-r,aaedj 12 63 17 63 1-"3 L39 163 199 231 266 321 USE • i6 g7 f02 liB 150 iQ6 224 263 30T, 351 428 ct C!. WHERE J015T HANGERS OR STEEL FRAME CARRIERS ARE USED AND WHERE "TECO" TYPE CONNECTORS DEAD LOAD 10 lb. LOAD FLOORFRAMING c ' WIND LOAD 10 lb. Halls at 6 o.�'r. JohltoSill,Top PlateerGirdtr f'roeYlailedl 4-`.0 4-10d ae•jo'n 20 104 125 .147 in 232 230 331. 385 443 536 �••1 OR GUSSETS ARE GALLED FOR ON THESE DRAWINGS, ONLY FA5TENER5 RECOMMENDED BY THE UNINHABITABLE ATTICS WITHOUT STORAGE b I0 Bridgmgtokist{Toe aaI.di 3-Se 2-30d eache°d 4:12 24 131 153 •176 226 :79 336 397 463 53Z Frig ^ 505MIC UNINHABITABLE ATTICS WITH LIMITED STORAGE bg 20 ® • alockingtoJoist(Trae-nailed) 2-8d 2-10d eacheNd 29 153 179 204 263' 325 392 46.3 544 620 7531 MANUFACTURER ARE TO BE USED. CATEGORY "e" (EXEMPT HABITABLE ATTICS 4 ATTICS SERVED WITH FIXED STAIRS 50 • Blocking to SillarTop Plate(Toe-mood) Mile 4-16d e:cn bloc. 32 174 204 233 301 372 us 530 617 -M 857 BASED ON RESIDENTIAL BALCONIES MXTERIOW AND DECKS a 40 ted3erStrip toBean(Face-nailed) 3-16d 4-26d exhjoiat 36 196 ,230 264 3m, Ala 504 595 fi94 '97 9£4 (:� FIRE ESCAPES 40 Jaht on Ledger to Beam(Tice-nailedl 3-8s 3 lw per o'. 10. PROVIDE A STORM DRAINAGE 5Y5TEM FOR ALL ROOFS AND PAVED AREAS. CODE OF "NEW YORK STATE" 6UARDRAILS AND HANDRAILS d 200 h Band Joist to lo'tt(Emi-Waded) 3-ifia 4-16d perjo t 12 Si 60 69 as 104 132 156 192 204 253 SECTION R501.22 (SEISMIC GUARDRAILS INFILL COMPONENTS t 50 h BandJafsitosfaorTapPTatefTeeyraled) a-15d! 316d pe,foot 16 fin ! 42 I1Q 146 176 os 242 279 337 PROVISIONS) PASSENGER VEHICLES GARAGES a 500 aOCIFSHEATxsNG z° as 100 113 147 132 220 264 Sas 3" 4z1 11. TH15 DESIGNER/ARCHITECT SHALL NOT BE RE5PON51BLE FOR CONSTRUCTION MEANS ROOMS OTHER THAN SLEEPING ROOMS 40 :12 24 132 119 133 377 219 260 312 364 415 Sob Wood Zr3c LOc 1:te7aols3�lQl SLEEPING ROOMS 30 Diagonal Board Sheathing 28 119 139 161 206 255 30ff 364 424 ABB METHODS, TEGHNIOUE5, 5EGUENCE5 AND PROCEDURES EMPLOYED BY CONTRACTORS IN THE STAIRS 40 c, 1"x5'ari'itV 2-94 2-11ad oersazpo+t 32 136 159 1e34 236 292 352 1116 185 557 1571 1- PERFORMANCE OF THEIR WORK, AND SHALL NOT BE RE5PON51BLE FOR THE FAILURE OF ANY A. ELEVATED 6ARA6E FLOOR. SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVB2 A 1"x9° or wider 3-Qd 3 lad xr:,aaa t 36 f53 179 207 263 328 346 :68 545 627 75Q = CONTRACTOR TO CARRY OUT WORK IN ACCORDANCE WITH HI5 CONTRACT WITH THE OWNER. 2o-SMARE-IW-H ARE-A. WIN DOW NOTES. tErIINGSfiFATFtING 12 13 55 63 'S°3 99 119 141 164 189 227 0• B. UNINHABITABLE ATTICS WITHOUT 5TORA6E ARE THOSE W41BRE THE CLEAR HEIGHT BETNEEN JOISTS AND RAFTERS 15 NOT Gyp-sum W allba-d 5a coouer 5a coaer, „'esge r'10`reic 16 53 74 95 1011 133 259 188 213 250 307 V AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. MORE THAN 42 1NGHIE4,OR H"1IERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH FEB CONPI6URATEONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER W4LLSHEATHtIHG 2D 79 4c. 106 135 is6 399 235 373 913 37s �u ALL WINDOWS SIZES ON PLANS WERE TAKEN FROM Wood Structural Panels Sid 10c .eeT:ole3.11' Z Q- WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT�Y WITH ANY OTHER LIVE 6:12 24 95 111 127 162 194 299 252 327 376 453 LOAD REGUIREMENr5. "ANDERSEN" WINDOW CATALOG UNLE55 OTHERWISE StntctlsalFiberboardPahels s 29 111 129 1411 lag 232 279 329 332 43a 529 Q q) G. INDIVIDUAL STAIR TREADS SHALL.BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 500-POUND 112" 1.sa.Salo. roofing n: 3 erre;6're r 32 iZ7 118 169 215 265 319 376 435 501 E05 CONCENTRATED LOAD ACTIN&OVER AN AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE GREATER STRESSES. NOTED. SHALL BE 400 SERIES DOUBLE HUNG, ;0.120.0-1;2~ang,7A6"� di J D. A SINGLE CONGE NTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. " n n 36 143 166 19a 242 29s 358 A23 491 554 6Q0 HIGH-PERFORMANCE LOIN-E4 SUN WINDOW WITH � OONSTRUGTI ON NOTES E. SEE SECTION 8501•I FOR DECKS ATTACHED TO EXTERIOR YVALIS. 25132` Sf e.;ally.roofing Haff 3 err?6'se'a 12 Aa 55 E2 76 94 112 132 153 175 211 F. GUARD INFILL COMPONENTS(ALL THOSE EXCEPT TFE HANDRAIQ,BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO U-VALUE OF 0.28, AND 50LAR HEAT GAIN 1012G'xl-3f4 loa3xV11'He.c: 3 - WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT.THIS LOAD 16 65 -3 Q2 100 125 iso 176 2041 233 2IIi NEED NOT BE ASSUMED To AGT CONCURRENTLY WITH ANY OTHER LIVE LOAD REGVIREMENT. COEFFICIENT (51460) TO E3E LESS THAN .50 Gypsum Wallboard Sd oliolerz sd cos ser. 7'edge/10`f;ek 24 ei 92 903 127 156 187 220 254 291 351 O O Ck 6. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETNEEN JOISTS AND RAFTERS 15 Handboard se 5d rteeTable 3.11} 7:12-12:12 24 98 no 123 133 187 224 263 305 350 423 I. ALL ELECTRICAL WORK SHALL BE BOARD' OF FIRE UNDERWRITERS APPROVED. NOT GREATER THAN 42 INCHES,OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH FM CQNFI&URATION5 PartickboardPanel. Fr Ed IzeerraraF:=urcr:l 28 iio 12;3 1410 178 211 261 3a7 356 4141 491 u, .n - CAPABLE OF ACCOMMODATTN&AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHE5 IN WIDTH,OR GREATER, 2. WINDOW DE516N PRES5UR: RATING Diagasrel Award Sheedt7ry 32 130 147 164 204 250 2.90 351 ,407 "156 "562 v/ WITHIN THE PLANE OF THE TRUSSES. Z =1 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR MJSS WINDOWS WITHIN 4'-O" OF' CORNERS SHALL MEET OR 1-x15"or i-xB- 2-8d 2-04 tiers,=cart 36 147 165 183 224 231 336 393 ASJJ 32_= 631 ED 2. ONCRETE FOOTIN65 ARE TO REST ON FIRM VIRGIN SOIL. FOOTING5 ARE DESIGNED ASSUMING A BOTTOM GHORDSAwEREALL OFTmPoLLowlN&GaaDmONSARE MET. lxlt or wider fEoaRSt3-CIA,ti� 3-fedi Der a:naR i Tah�atedcannectlalrequiremerrsshaltbepermtt=d to bemvltlpledb;a.7aforfram:nznattotatrdvrah,n8feetoibuildm corner,. O � 1. THE ATTIC AREA 15 ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INGHC-5 IN PAID"BY 50 INCHES 1N LENGTH EXCEED DESIGN PRESSURZ.RATING OF 50 Ib/S.F. MINIMUM OF (2) TON PER 50. FT. SOIL BEARING CAPACITY, SUBJECT TO TESTS, INSPECTION AND THAT 15 LOC=l WHERE THE CLEAR HEI&HT IN THE ATTIC IS NOT LESS THAN 50 INCHES. ALL OTHER WINDOWS 514?tLL MEET OR EXCEED 2 Tabulated Connectionrequirementsarebasedontotal ursliftminustheroofasser�bkdeadloadof6Fsf t4.45x 10pst=5psil. 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN 2 INCHES VERTICAL TO 12 UNITS y4aad Structural Panel: e , sol 3 Tabulated connection requirements are based on a 12 inch ridge connechfon spacing,for different ndge connections acro mufu ly co VERIFICATION. �I��a-• DESIGN PRESSURE RATING• OF 25 Ib/S.F. x'°rle:r :a; 1a� 6'•edFe,1_• t spacing, P' S.Rr,l11RED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTHI. greater then 17 Sad 16c 6'•edge/12"f,elc Me tatitilated values by the appropriate multialier below THE REMAINING PORTIONS OF THE JOISTS OR TRU55 BOVOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY Diagonal Board Sheathing O O DISTRIBVrM CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SOUARE FOOT. Ridge Connection Spacing fin.) LZ 16 19.2 24 48 M 5. CONCRETE 15 TO BE 3000 LBS. PER 50. IiNGH COMPRESSIVE 5TRENGTH AT 28 DAYS. ALL H. &LAZIN6 USM IN HANDRAIL ASSEMBLIES AND 6UARVS SHALL BE DESI6rED WITH A SAFETY FACTOR OF 4.THE SAFETY 1"x6^aa,wid 34d 2-10d serza000rt z ED 1-xlla"arwider 3-C,4 3-Sad xrs�oaort Multiplier 1.00 1.33 1.60 2.04 9.00 �--1 FACTOR SHALL BE APPLIED TO EACH ES THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE 4 Por lack rafter ua'iflr connections,use a roof span equal to tptce the lack rafter lengm,Tire sack rafter iengtn lncluo'es the ovemang WORK TO BE IN ACCORDANCE WITH A.G.I. STANDARDS. LOAD ON THE IN-FILL T GOMPONI TITS.THESE LOADS SHALL BE DLrERM1NED 1FIDEPEHmENT of ONE ANOTHER AND LOADS ria.krgrecaime rcare aasedonwallsneaxNnEro:'ee&mrtesor-rerrraTtl�epare-edee.Atemas.� nes:i,^.g:ched.le.stal ARE ASSUMED NOT TO OGGUR WITH ANY OTHER LIVE LOAD. be used w�nere wall shcath'2a railingn reducea.fw";i• p a'wail.heaTH-ag is+a ed 3 ircne:on rter atthe pa,el edce-o length and the ark span, O SHEAR WALL SEGMENT DETAIL obtain+ Her:hea-cz;s.6+er naiiirerecui•mire+orstrc.er inernbersiallbedaLI;,M,°r:temaxcpnne-a--.hZllbe 4. STRUCTURAL STEEL TO BE A-36 FABRICATED AND ERECTED ACCORDING TO THE A.1.5.G. CODE. N.T.S. PER WFGM FIG. Is 4 SEG. 3.4.42 u:ecto"in.z-.:+eloarpath I- 0� � Wier Table 3.10 Roof Attachment Requirements O � z GENERAL NOTES: Exposure B N1IMIMUM SHEAR WALL SEGMENT 1-16dn:'��er-hat Loads - 5. STRUCTURAL LUMBER TO BE MINIMUM 1100 P.5.1. IN BENDING UNDER NORMAL LOADING, HEM-FIR I. ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE --� 511?'.E ASPECT RATIO: H/L < 3 I/2" IL`' V � OF DOUGLAS FIR TO BE USED. INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS, 2015 EDITION. I I f^fALL HT M) SEGMENT WIDTH(yU Table 3.9A Rafter/Ceiling Joist Heel point Connection Requirements 2 K 8'-I 2'-4' `Prescriptrre Alternative to-able 3 Q'1 7oo-yr,wind Speed 3-second (mph{ Iia 115 120 13fl 140 i5a i6a STa 150 19s z {W Q 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED GOOD PRACTICE IN THE . sTRUCTURALSHEATHIW. - 1 11 1 N 6. DOUBLE JOISTS UNDER PARTITIONS THAT RUN PARALLEL TO SAME DOUBLE JOIST AND RAFTERS APPLICABLE TRADES. C° o,!fN 3'-0" Rooflivelnad _ tiround5nowload E F E F f F E F E F E F E F E F E F E F +� Z 2c.psf 3c.psf 5c.psi Fa psf AROUND ALL OPENINGS. 5. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING RoofSpan(ft} Aafterfrniss V` O 0 MATERIALS OR COMMENCING CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE i Framing Rafter/Truss PRECEDENCE OVER SCALING, NOTIFY ARCHITECT OF CONFLICTS. 1z 24 36 12 24 36 12 24 36 i2 Z4 36 sheathing location specific spacing fm) Maximtam Nail Spacing fared Gammon Nails or 10d IHex[eaiHs finches,a of' O V V V U5E "51 MPSON" Rafter Slope Rafter Required Number of 16d Common or 4ad Box Nails per Heel Joint Connection`"'as Gravity,G W V ,^ 7. ALL HEADERS ARE TO BE (2) 2X85 UNLE55 OTHERWISE INDICATED. HEADERS TO REST ON 4. ALL CONCRETE SHALL BE MINIMUM FG= 3p00 P51 STRENGTH AT 28 DAY TEST. = HDU2 HOLD DOWN Spacing(in.) 12 6 12 6 6 12 6 12 6 12 6 1' 6 12 6 12 6 12 6 12 - V I DOUBLE STUD POSTS, EACH BEARING SIDE. PROVIDE SOLID VERTICAL SUPPORTS UNDER ALL (NOTE ALL EXTERIOR CONCRETE STEPS AND GARAGE SLABS SHALL BE MINIMUM FG= 5,500 P51 w/ SSTBI& ANCHOR BOLT 1z 3 5 a 3 6 9 5 9 L3 6 12 1, GAP S6 6 f2 6 S2 6 12 6 12 6 12 6 S' 5 12 6 12 6 12 6 12 t9 BEAMS. STR7=NGTH AT 28 DAY TESTA is 4 7 is 4 a 12 6 12 17 a is 23 19.2 E iz E s< 6 12 6 12 6 12 5 Sz 6 12 6 L' 6 12 6 12 v O 3.12 19.2 4 8 12 5 10 14 7 14 21 9 18 Z7 Interior Zone 24 a 12 6 S2 6 12 6 12 6-12 6 i2 6 12 5 12 6 12 6 12 11.1 5. ALL FOOTINC75 SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY S2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 S2 6 12 6 12 X • ) 8. FLOOR FRAMING TO BE REINFORCED WITH 5/4x5 WOOD GRO55 BRIDGING AT M105PAN AND OF 5,000 L.B. PER S.F. 12 s to 6 6 5 7 4 17 26 5 9 3L 'tel .G- 16 a 12 f3 12 6 12 6 12 6 12 6 12 6 L' 6 L 6 12 5 12 I II 6. ALL PLUMBING SHALL BE IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL BUILDING iz 3 4 6 3 s 7 4 7 lfl s s 13 0'42 1912 6 � 6 12 6 1z 6 12 6 12 s 12 6 12 5 lz 6 12 512 � MAXIMUM SPACING OF 6-0 O.G. CODE. AND LOCAL CODES. A:12 16 3 5 s 3 6 9 5 9 13 6 12 17 24 f 12 £ 12 e 12 F 12 6 1215 1216 1.'s 6 :2 6 6 E 6 19.2 3 6 9 4 7 11 6 11 16 7 14 ?.1 13 6 12 6 12 6 12 E 12 6 13 6 L` 6 12 b 6 6 6 6 6 C11 ll ELECTRICAL LECT^IC AL S.ALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE 24 4 a 11 5 9 13 7 13 19 9 17 26 i6 5 f2 fi L' E 1< 6 12 6 i2 fi 6 5 6 6 6 6 6 6 5 W °I. TIES; UNLE55 5HOWN OTHERWISE, AUXILIARY RAFTER TIES SHALL BE 2x4 s @ I6 O.G. TIED BACK a�tq � I/2" GDX PLYVWOOD SHEATHING ® 12 3 3 5 3 4 6 3 6 8 4 7 11 14.2 6 12 5 12 6 12 6 12 6 6 6 6 6 6 8 6 6 E A A 11) LU TO A MINIMUM Of (5) CEILING BEAMS WHEN SUCH BEAMS AND RAFTERS ARE PERPENDICULAR TO 8• ALL LUMBER SHALL BE DOUGLAS/FIR No. 2 OR BETTER, MIN. Fb=8'75 P.S.I. UNLE55 OTHERWISE 16 3 4 6 3 5 7 4 7 11 5 9 14 Perimeter Edge zone as 6 12 6 S2 6 6 6 6 6 6 6 6 6 6 1 4 4 A 4 a r- EXTERIOR w/t31d NAILS � 6" OG. s:1z 14.z 3 s 7 3 6 s 5 s 13 6 ii 17 12 6 lz 6 12 6 12 6 iz 6 b 5 6 6 6 6 6 6 6 5 6 r��r' Z NOTED. n 0,42 i6 6 1.2 6 12 6 12 6 6 6 6 b 6 6 6 6 6 4 4 4 4 tt 1 LU EACH OTHER. q EDGES 4 12 O.G. IN THE FIELD. 24 3 6 9 4 7 11 6 11 16 14 21 19,2 5 i2 6 6 5 6 6 6 6 6 f! 6 1 4 1 a A 3 3 ALL STRUCTURAL HEADERS TO BE (2) 2"xb" UNLESS OTHERWISE NOTED. 12 3 3 4 3 3 4 3 4 6 3 5 a 24 6 6 5 5 6 6 6 6 4 4 4 ] 3 1 4 -1 _ 3 3 3 3 1 1 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, P05TS AND AROUND ALL OPENINGS. 1/2" GYP BD. INTERIOR W/ 5d 16 3 3 5 3 4 5 3 5 a 4 7 10 10. ALL WINDOWS TO HAVE STRUCTURAL SUPPORT MULLIONS UNLE55 OTHERN15E NOTED. (5EE NOTES " Tru iso 3 4 5 3 4 6 3 6 9 4 a 12 Gabieusswithall uptor aA9 6 6 5 � 6 6 6 6 � REVISIONS II. ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE 2015 INTERNATIONAL ENERGY COOLER NAILS ® 7 O.G. � EDGE � ® Rake Truss with up toll BELOW FOR TYPE AND MANUFACTURER). CONSERVATION CODE REQUIREMENTS. 10" O.G. IN THE: FIELD. 24 3 5 7 3 5 a 4 8 li 5 to L Rake Overhang a.42 6 6 6 5 6 4 A 4 3 3 12. HABITABLE SPACE MUST MEET EGRESS REQUIREMENTS PER INTERNATIONAL RESIDENTIAL 12 3 3 3 3 3 3 3 3 5 3 4 6 06-06-I1 #1 16 3 3 4 3 3 4 3 4 6 3 5 a BOARDSHEATHING 11. ALL WOOD OR STEEL POSTS ARE TO BE PROPERLY BRACED AND ANCHORED. BUILDING CODE sEGr10N R-131ON MIN. 5 B.F. OPENING ON HAVE FLOOR WITH 20" MIN. WIDTH �'1z 19.2 3 3 4 3 4 5 3 5 7 3 6 4 Fafter/mss AND 24" MIN. HEIGHT, 5.� S.F.5.F. ON THE 2nd FLOOR, AND HAVE A SILL HEIGHT NOT MORE THAN Zai 3 4 5 3 4 6 3 6 9 4 a 12 Sheathing 5[.e spacing(�) H4tnfmum Number of Bd Common Nails Per support 44 INCHES ABOVE FINISHED FLOOR. •• 12. ALL FLOOR JOISTS SUPPORTING BATHROOMS AND KITCHEN AND LAUNDRY EQUIPMENT TO BE 15. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED. 12 3 3 3 3 3 3 3 3 a 3 3 5 Lx6ocLxs LargerSheat 12-19.2 2 2 2 2 2 2 2 2 2 Z II i6 3 3 3 3 3 3 3 3 5 3 4 6 bda a+Larges Sheathing L-13.2 3 3 3 3 3 3 3 3 3 3 14. USE SAFETY GLASS ON ALL WINDOWS IN TUB OR SHOWER ENCLOSURES WITH BILL HEIGHT LESS ' ° 12:12 19.0 3 3 3 3 3 4 3 4 6 3 5 7 SPACED AT 12 O.G. MINIMUM. THAN 60" ABOVE FINISH FLOOR AS PER 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE II 24 3 3 4 3 3 5 3 5 7 3 6 9 E - Milzoaongatpanel ediates SECTION R-508 4 R-508.4.5. 1 Hee'ioint connections are not required where the ridge s supported by a Ioadbear ng wa"I,header or ridge baa m tees=.gned to A - food»wen°at 111 ernsediate supprrts in the cane!field lin.I resm the 3eplied loads. r 13. ALL WINDOWS AND GLA55 DOORS TO HAVE INSULATED 6LA55 Of MAX. .55 U. VALUE. 15. GLAZING SHALL CONFORM To 2015 INTERNATIONAL RESIDENTIAL Bu1LDING GODS SECTION R-508. 2 When mterrnediatesu. artaftererafteris ro'.tdedbyvertcalstrutsar purl 1 Forrcaf:hzathan x'itfrrn4fto.iteperimeteredg=_afUlaroci,ir�ludi�cf+ztoneathsideaftHteroarpeaP,the3faotperimeseredge In support F R t�w311,the tabulated hoe=ioint _vale attathmerit TegL*rerMn1a ahaii the used 14. HEATING SYSTEM SHALL BE CAPABLE OF MAINTAINING A �0 DEG. F INTERIOR TEMPERATURE rann=offal,requires,�,tsshall bepermit�dtal�ereduced propartfanai:�tathe redU�iarirz�att• 2 For word speed,_renter than 130 mph,bucking is required which transfers shear load to two additional joists I3 joiststotal). DECK DETAILS MOTE USE TRIPLE ZING CONNECTORS) USE 'SIMPSON" 3 Ecluir3lentconnections are required for ceiliinglaisttocedirsgjoist lap spices- WHEN ODEG. FOUTSIDE WITH A 15 M.P.H. WIND. HDU2 HOLD DOWN A Tabu°acedheeljoint connection requirements do not pude the additionalwe+ghtoftheceidngassembIV, N 5 Taus:atedheella+ntcmnecionrrcquirementsassumecei'irigjoistsorraftertiesare°ocacedatthebottlomoftheatticspace. Table 3.1.1. Wall Sheathing and Cladding Attachment EX Q,Sur i �pARCy/J, TESL W/ 5!/S TREADED ROD gJ ' g, pace,no attic storage is;assumed.and the tabulated heel'obit R 15. ENTRANCE DOORS ARE REQUIRED TO HAVE A CERTIFIED U. VALUE OF .40 OR BETTER. �/� conneEeHlr olstsmenttertiebei creased by the fallowing l equirementsforWindLoads -/ RA 1 L 1 NG canna-cern rayuuemerats shall be increased by the fol lowing factaar� 5 c.H.� �C�� TYP. CONNECTION FOR TWO Coate-to-R of rap speed gust 1111 its 110 130 140 150 160 170 LBO 195 V' j * I6. A SINGLE STATION SMOKE DETECTOR ALARM DEYIGE SHALL BE INSTALLED ON THE GEILING V. • ° • ' STORY' APPLICATIONS -. Plate-to-Roof Ridge Adj ��n -_ I I I i I I I I I I -700-yr,Wi"d eed3 E°nd W p N4 y Height IR JH") STRUCTURAi SHEATHING i a Y ADJACENT TO THE SLEEPING SPACES IN ACCORDANCE WITH THE N.Y.S. CODE 717.5 •°' ' ° POST ` T T-rt--�-1. - i� 2.00 E F E F E F E F E F E F E F E F f F E F * `�csicG O p ': , Stud spacing a `1 -� 11. ANY FIREPLACES TO HAVE FRESH AIR INTAKE AND TEMPERED 6LA55 DOORS PER N.Y.5. CODE. 2•MINEMU ROOF SHEATHING NOTE: i/4 1.33 slteaiingiacatiafr Maximum11u15padngfaedColnmoaNaiisarlaaeoxNairsfindtes.aclT 7326 .. irnchtes a.c v :.SIECCOVE Sim son Stroh -TiB 1/s Lz5 Sz 6 12 b 12 6 12 5 12 fi 12 6 i2 6 Ill 6 Js 6 12 6 12 q rE O F N� Simpson Strong (CAN USE IOd BOX NAILS AS INTERIOIR ZONE-Ib'O1N-CENTER RAFTER/TRU55 SPAGIN& 1/6 L20 retericrZone ib 6 12 6 12 6 12 6 iZ 6 .12 6 12 6 L? 6 12 5 12 6 12 T. ` i�q• DRTB ALTERNATIVE) r' 9;k ljia 1.1i 24 5 12 6 12 f 12 6 L' 6 12 G 12 6 12 6 6 6 E 6 6 . ' NAIL SPACING-PANHL EDGE-8d COMMON a b'ON�ENTER TOWN-CITY OR VILLAGE ZONING LAWS •.�:s�,, Simpson Strong-Tie NAIL SPACIN&-INTER2MWMIATE SUPPORT-bd COMMOM a 12"ON-CENTER Note:Lateral defle-_zon of the rafter belowthe rafter ties may exceed 3/4 al+ch when ra#terties are located above one-third cf � , 2 , L 6 12 6 1� 5 12 5 12 6 1- @ 12 1S 112 6 i2 5 1.. 6 12 DRAM A W►l BY: I. TURNER 51m son Strong -Tie PG , the topµate to roof ridge height ff„,or when N.is greater than Z feet and may require additional consideration. pP1 j �Edge a n t J/IV-V 113 LJ I �I I ViV tLI� IS. ANY VARIANCE OR SPECIAL EXCEPTION REQUIRED FOR THE CONSTRUCTION ACCORDING TO pAM44 g PERIMETER EDGE zoNaE-Ib oN�ENTER RAFTEw TRuss SPACING € is 6 1z fi 1_ a 1� 612 6 12 s 1_ 6 lz 6 s 12 6 6 NAIL SPACING-PAIML EDGE-fid COMMON a 6.ON-CENTER 24 6 2 b 32 6 12 6 12 6 12 6 22 6 E 5 6 6 6 6 6 50A Ef 6 NO'l M THESE PLANS 15 THE 50LE RESPON51BILITY OF THE OWNER. Simpson Strong-Ile NAIL SPAGIN&-INTERIMEDMIATE SUPPORT-ed COMMOM a 6'ON-CENTER ' v..t- r w� t�a� BOARD SHE,'1THI?{G or CAP SIDING j.}�[ DBTI THIS PROJECT GOMPL I E5 WITH THE 2015 Sheathing size RafterlTnass Spacing G' KV BY: la. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL FRAME, E A WALL SHEATHING NOTE: f ac.) l4brumtatsNumberafBdCotnmonNaiHsoriOdBaxNaiEsPerSupport INTERNATIONAL BUILDING GORE, THE DATE: 05/24/16 (GAN USE IOd BOX NAILS AS INTE RIOIR ZONE-16"0-IN-CENTER STUD SPAGIN& 1x6 or 1x8 5,ealhing 1.-2d ? Z 2 ? 2 2 2 2 2 2 ''I�, REINFORCE FRAME AROUND OR ADJACENT TO INTERFERENCE AS REQUIRED TO MAINTAIN ALTt-RNaTtvFa 2015 INTERNI4TION14L MEGH�NIG,4L lxiaartargerSHteathing ]2-24 3 3 3 3 3 3 3 3 3 3 STRUCTURAL INTEGRITY OF WALL5, FLOORS, CEILINGS, ROOFS, ETC. c - a JOIST NAIL SPACIN&-IN7ER.t.EDGE-Sd COMMON o b"oMMOM ER C - NAIL SPACING-IN1"ERJ-EDMIATE SUPPORT-Sd COMMON. 12"QN�ENTC-fit GODS, GH,°tPTERS 12 THROUGH 24, THE E - Nai{spaeng aCpanel edges�;in.} °0 4•ED&E ZONE- 16"O -CENTER 511JD SPACIN6 2015 INTERNATIONAL PLUMBING, f - Nali spaeng at smermediate suopmts mthe panel field;in) l= _ 20. COMBUSTION AIR SUPPLY FOR FIREPLACE: "TECO" J015T HANGER NAIL SPACING-PANEIL EDGE-ed COMMON a 6'ON�ENTER CHAPTERS 25 THROUGH 52 THE 2015 --- PROVIDE AIR INTAKE WITH DAMPER, PER CODE, FOR OUTSIDE AIR, CONSTRUCTED OF NAIL SPAGIN6-IN'TERI,WMIATE SUPPORT-8d COMMOM a 6'ON-ZENTER / / 1 Poru'irlehaadspaci i�Eassureetort3w Ing ate, i e tostudfra ons aembe-enth0,4 s G-,0,4 al be LEDGER INTERNJ"STIONJ'-lL ELEGTRIGJ^lL, GH,�PTERS ��'xednesispaangassum�sheathingattathedtostudfram�narrremb�sw1tt10,32sG+.0.49 NONCOMBUSTIBLE MATERIAL INSTALLED TO PREVENT BAGK-FLOW OF FIRE AND SECURE TO STRUCTURE w/ I/2% LAG BOLTS ® 16" O.G. 5 for extenorpanefs�ing,galamedbolt nails sha°1beprmittedtooesubstituted for comraonnaiis. PRODUCTS OF COMBUSTION THROUGH INTAKE. 33 THROUGH 42. JOB #: DDG-I1-0003 (2)2"X10" W/ 1/2" PLYWD SPACER TYP. OR AS PER PLANS -71-011 MTS24C RAFTER TIE .�...� BY SIMPSON OR EQ. TYP. AT WIN. HDR. _ NEN R.R. AT 16" O.C. G 235 AS PER PLANS ct DBL. TOP PLATE AT EXT'G N ❑ SECOND FLOOR ORFOUNDATION WALL = AT SINGLE STORY TO REMAIN ID - Lu K O (n z � z i- Q In U o �- 1 1/4-X24- 20 GAGE _ HEADER STRAPS TYP. _ AT 2ND FLR. EXT. WINDOW EXT'G 2"X 8 OPEN NG WALLS O I WD. RIDGE EXT G _� _� • •-� 2"X4" WALL FRAME LIVING cQ p (%] p JU AT 16" O.C. _ w ROOM ,�IT, lS' z'I'li YIY YIY YIY IIIY YIYI I �� ''' O 1 1/4"X24- 20 GAGE NEW HOT m Q JACK STUD STRAPS AT 2 SIDES OF OPENING E R EXT'G = 4� NEW z m FOUNDATION WsTAGKABLE ALL O WASHER TO REMAIN NEW RIM JOIST R-38 INSUL. 2 1 1/4'X24- 20 GAGE = p • '�"� 4 z HEADER STRAPS TYP. CLOSET AT EACH STUD _� '' I L -- EXT'G EXT'G 2"xG.J. SLAB ON p = -_ __ I z • m CCS I� GRADE _i (Ap p W Z 0) NEW �/I NYL GLAPBD. SIDING ' GYP I BD p z = w L r K (`1 1 13 z � l o o Q < I 15# FELT PAPER WALL STRAPPING DETAIL 1/2" PLYWD. SHEATHING N.T.s. I v K J EXT'G 2"X 4" STUDS (9)16 O.G. I I I _ NEW R-11 i SPRAY FOAM INSUL. - I + R-5 EPS RIDGE FOAM INSUL. d NEW p p 26 w l N O Z NEW 4" P. CON R-I Q SPRAY G. FOAM INSUL. Q SLAB ON GRADE i N A q q _ ® _ K A z0 3 3 z �- 3 O p EXT'& 4 P. GONG. EXT'6 I 0 SLAB TO REMAIN FOUNDATION WOALL TO REMAIN p p 3� 24 m F- -� Z q'-1" 4'-2 5'-O" It } 1L� O 1=XT'G -------- ill Z O T2052 ,.. _ — 0 IEs I ON . p 1 o < %I I� L - - - - IY 3 SCALE: 5/P = I —O ,_ o .41_6 11 10 I 2 4" THK. V Q F. GONG. < < EXT'G 2"X 8" WD. RIDGE 201-111 sLAB O pp_r 20'-111 12 EXT'6 ROOF STRUGTURE m Q ASPHALT ROOFING SHINGLES B g w p[ 15# BUILDING FELT OVER 3 3 < 1/2" GDX PLYWOOD SHEATHING EXT'G 2"X 6" R.R. ® 16" O.G. in 1!1 7�0 S.F. LIVING AREA (EXISTING) M FOUNDATION FLAN FLOOR FLAN m EXT'G 2"x4" G.J. EXT'G 2"x4" G.J. SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" REVI510N5 - Ob-0b-IT R-58 i Oa-0b-I� INSUL. !; GLAFBD. SIDING oa-21-I1 I 15# FELT FAFER BATH _p 1/2" PLYWD. SHEATHIN(5 ASPHALT SHINGLES , 4" VTR. " HALLWAY ROOM d) EXT'CG 2''x4" STUDS ® IC O.G. 15 # FELT PAPER I Ul ` NEW R-lc[ F2x'6 R R��Y6DO.GEATHING _\ _—�—_ —J--- 12" ��o-----y � n n n 2" _ I 1 AIDC I BUILDING r SPRAY FOAM INSUL. � I , ,�2" %i + R-S EFS RIDGE FOAM INSUL. STRAP TIES I 2",I o I/2" EXT`G I EXT'G I I r, RELOCAIIED LAV11/2' I W.C. I �c - - - - - - - - - - 2x4" G J 211x6" LEDGER 32e ,�o �� SIN NEW I � 73256 1 =_=1 _ _ __ __ _ __ __ __ __ __ -_ 111= I��1 LEGEND NEW ELECTRICAL SYMBOLS DEDICATED OUTLET 20 AMP. j E ❑ DUPLEX OUTLET o - o =x° - - lu G _-®c o DEDICATED 220 OUTLET m N n z m �`--------- z D O � ® � ® K Qm l lu 1 DUPLEX OUTLET U m (1) 1-3/4"xq-1/2_" LVL. + (2) 1-3/4"x11-"US" EXT'& GIRDER TO BE REPLACED GFI GFI OUTLET tic EXT'G / EXT'G li LIVING o L I V I NCG QUAD OUTLET C/� p � W O W 4� v ROOM � �� .-� ROOM ZW � `�' TELEPHONE /FAX JACKWE z a m ® FLOOR MOUNTED Q pC IV ° ry N ° j TELEPHONE /FAX JACK '� O 0 x w 40 z COMPUTER JACK �j t- < N 4 w �'� � � ® FLOOR MOUNTED n a a M COMPUTER JACK �►J �--❑ TELE\/I51ON JACK ° CLOSET I L CLOSET I I rv. G 5WITGH ct I I � & 2.. ------ -- O o EXT-62"xb" R.R? ° O O W 16" O.C. - v ® 1 11.1 .c. Ej I� m p 3 WAY 5WITGH3 � W O c 4 = q) = Q oo � I ZK G � o tI da I d IGF! r--FI PROTECTED SNITCH III , CEILING MOUNTED LIGHT _ j l U- ! r G RECESSED LED LIGHT .J EXT'& 2"xb" R.R. ® I " O. . 26 EXT'& 2"xb" R.R. ® Ib" I G 26 / Z WALL SCONCE p SD w 4 O C4 FAN - W l� i Z H O " " „ _ i EXTG 2 xb R.R. ® Ib O.G. EXT G 2 xb .R. ® Ib .G. -� In _ c -_ - � 0 CEILING FAN - G - r Z CIL - - _ Z 0 d ° / \ O 3 24 p 3 24 J f- I W � H Ll ELECTRICAL CONTRACTOR TO VERIFY ( 1 --------- - SPEGIFIGATION5 AND INSTALLATION WITH v EXT& lU ' . OWNER PRIOR TO IN5TALLATION. _ O Lu < < OL -' o `D � o � o � w T- OOF FL=AN ELE�T I �ALa FLAN M r SCALE: 1/4" = 1'-0° 5GALE: 1/4" = 1'-0" m REVISION5 06-06-11 #1 Oa-06-11 #2 OQ-21-11 #3 oat w V ED ASC P,S C.iy. yi�F aJ �2c n) 7 j '>.32861° y0� FOF NO DRAWN BY: J. TURNER SCALE: A5 NOTED GHKV BY: DATE: 05/24/11 SHEET NUMBER A --= z-p JOB #: DDG-11-0005 � m 4-1 m EXT'G O p m ASPHALT SHINGLES O NE MATCH TO REMAIN NEW 6" TRIM m m c EXT'G Q V_ EXT'G c BRICK CHIMNEY .. TO REMAIN X O __.m. W z < ___ NEW EXT'G � � !L fl- ASPHALT SHINGLES EXT'G -- 8R GK CHIMNEY 0 W �_ _< - --=' TO MATCH EXT'G _...._...._.. Z — - INGLES Y _ __.____.----._..___...._.__.._.___._.. ..............___.... .__...._....__.__....._._.__ :... �== TO REMAIN m TS TO REMAIN __ lu 3 -- -- -- -- -- -- -- -- -- - -- -- ----- -- -- -- -- -- -- -- -- -- --- --- __. _ _. © __.___........___— ..__.__...._...._.........._. _ 77 T � NEW T � - _ —.. _ ..... ....__...._.._ _ ._ ._ .. _ JV d) %) .___..... . ® -...............® ___...__..._.___._._.__._..................._ JLILI HARDI-PLANK ® ____ ...-_.._._..._............... WW::.............CLAPBOARD .�... . -NO LLH SIDING " -- — --- — -- ____.—...__---_.._...__.._...___-___...............a..._.__.. o =_ _._._......._.._____-._-..._._ ___..._.._—_— — --- _ _.._._...__.__........._.._.._.____ ..._ .. — — __.__.._____.____. _...__..__-.-_"_—.._._._.._-- _-- __ _ — _ -- -- - -- -- - - ----- -- -- - -- -- -- -- -- -- -- -- -- GRADE I I GRADE I NEW I NEW -- -- -- -- - HARD I-PLANK ---/ HARDI-PLANK r1--------------------------------1, CLAPBOARD SIDING CLAPBOARD 51DIN6 ( , -J L---------------------------------- -------------------------------J F FRONT ELEVATION RIGHT SIDE ELEVATION SCALE: 1/4"=l'-011 50ALE: 1/4"=I'-O" z Q O QC � O p IL � O z } O CO z � z NEA 'V } NEW ASPHALT SHINGLES v z III R HAD I-PLANK TO MATCH EXT'G W CLAPBOARD SIDING - EXT'G - --= BRICK CHIMNEY EXT'G - EXT G TO REMAIN ASPHALT SHINGLES =- BRICK CHIMNEY — EXT'G r _ -. - �� TO REMAIN TO REMAIN ASPHALT 5H I NGLES _._..._.._._.. � ILS TO REMAIN -- -- -- -- -- - - - -- �J - -- -- -- -- -------- ----- - W < m. ____.._ _t__._. _....__...._._.__._._......_.__....._._......_..-__..-___.____..__._._._.__.. ._._._.... - T. _..____ _ .._ — -----.-..---.-.-.- -- __. tn FIF FIF [IF IF REVI510N5 -~ -.......-.......... � - - .- .. -_.. __.._. .............. . 06-06-11 #I FINISHED FLOOR __....... ._____.__ __....__.................__.__._...._.._____...__.-...._._._.__..__............_-..........---_-- _....._._--..____.._._- # _.___.__.__._._.._.._.__._. . . .. ........._...._.... .._. ... -- -- -0 l 2 GRADE I I NEW I I I I I NEW HARDI-PLANK NEW I I HARD I-PLANK I I I I I I HARD I-PLANK CLAPBOARD SIDING CLAPBOARD SIDING CLAPBOARD SIDING L ------------------------------ -------------------------- ----------------------------------� i HARD c� REAR ELEVATION LEFT SIDE ELEVATION SCALE: 1/4"=l'-0" SCALE: 1/4"=l'-0" W Y O 732 STA rE OF a� DRAWN BY: J. TURNER SCALE: AS NOTED CHK'D BY: DATE: 05/24/11 SHEET NUMBER JOB #: 000-11-0003 Af3BR \/ I AT I ®N5 : A/C AIR CONDITIONER 4-J '4+ ACT ACOUSTICAL TILE AD AREA �r „ _} ADJ ADJACENT DRAIN ct DA " ADJUST ADJUSTABLE 4-, AFF FINISH FLOOR hT ABOVE F ALUM ALUMINUM r di "O:- TLE ; APT APARTMENT I4J"�SO.. e. F )LLc,%!^! ,''� "' ATTEN ATTENUATION nir: ;fir;OUfRr.D BRD BOARD 2. F0-P Fid,=„.r,, ,< & BLDG BUILDING In BR OURELD BEDROOM O 3. INS!-1LATIOi! r. , _ CGi 1`TRUC T;uN P�UST CARDING REQUIRED BPP BUILDING POWER PANEL 4. , I a A. $S PLA GEM CEMENT T In 41 TRU p,LL CCfISTI;UGTICP� SI-i;1L.L tv'EET TI-�.r GER CERAMIC = ^ S GH CEILING HEIGHT RSCUIREN!:NTS OF THE CODES CF N'F'V"J m a YORK STATE. NOT RESPONSIBLE FOR r' � �J,�OFF CTG G RAMI DESIGN OR CC14S"CRUCTICN ERRORS. r IPSSTOF.MI�AT�;SF, GT CERAMIC TILE FTA GL CLOSET * w .� - F,IRsu*!T TO CHAM.. 2�6 CMU p U- O T011 N CODE, l CONCRETE MASONRY UNIT GFM CUBIC FEET PER MINUTE ^ , C/B GIRCUT BREAKER V .n l� GLS CEILING _ r a .: .d� r ^ �?EG l.F i F,, . . y. GO' CLEANOUT � Q O 0 � COL COLUMN COMP COMPOSITE Q m 5 NEY4 6" GONG CONCRETE in TO ATCHHIM CONST DOG CONSTRUCTION DOCUMENTS } \10 ri — EXT'G CONT CONTINUOUS dJ -. DA DROPPED ARCH m " EXT'G DH DOUBLE HUNG (:t d- BRICK CHIMNEY DIAM DIAMETER ..• • TO REMAIN NEW DIM DIMENSION n �- , :��l ASPHALT SHINGLES DN DOWN W`/ DTL DETAIL ('� -� l f TO MATCH EXT'G T a i6 r DWG DRAWING p - � - -- ELEC ELEVA IGAL ►.-- -- UL ti CE gg �r, -�- -- -- -- -- -- -- -- -- -- - EG TION r , 1 1 1 EQ EQUAL e EXIST EXISTING ct Iv ";i - NEW EXT EXTERIOR HARDI-PLANK ® ® FAI FRESH AIR INLET 1,� FG FIRE GODS - ® ® ® FD FLOOR FRAIN CLAPBOARD SIDING FE FIRE EXTINGUISHER CABINET FHV FIRE HOSE VALVE FP50 FIREPROOFED SELF-CLOSING o GA GAUGE GL GLASS GALV GALVANIZED GPI GROUND FAULT INTERRUPTOR _ CGWB GYPSUM WALL BOARD -- -- -- -- -- -- -- -- - HG HOLLOW GORE }: HM LON METAL GRAIDE I I HMG H�SI G MAINTENANCE z I I HR HOUR Q d-------------------------------- HT HEIGHT L--------------------------------J HVAC HEATING VENTILATION 4 A/C HW HOT WATER ID INSIDE DIAMETER Q INC INCLUDING L I N5UL INSULATION ' INT INTERIORLTL LINTEL Z ••rlO� MAS MASONRY FRO'`�yam'T ELEVATION MATL MATERIAL < MATL MATERIAL 1U SCALE: 1/4"=I'-O" MAX MAXIMUM 0 Lu MECH MECHANICAL iu ! O X MET METAL UC MFR MENUFAGTURER MIN MINIMUM — MO MASONRY OPENING V _ I MS MARBLE SADDLE w Q LIST O PRA I I X 6 5 MTD MOUNTEDso MTL METAL Z N NORTH p/ NIG NOT IN CONTRACT 40 NO NUMBER a NT5 NOT TO SCALE Q cQ OG ON CENTER \ OD OUTSIDE D IAMETEIR A - 1 : G ® Y/E S H E E T OPENG OPENING O OFF OPPOSITE PL PROPERTY LINE lu PLA5 PLASTER PPNL PANEL LUMB PLUMBING 3:A _2 : G ® NST UNOTES I ` OTES $ & ENE AL NOTES PROP PROPERTY lfl BUILDING S P G I F I � A T I ® I `4 S PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED T' PTD PAINTED m OT QUARRY TILE R RISER REFR REFRIDGERATOR REVISIONS A -3 : FOUNDATION PLAN / FLOOR PLAN FRAMING DETAILS REF REFERENCE REQ REQUIRED o6-Ob-11 �) REV REVISION RD ROOF DRAIN RM ROOM ROROUGH OPENING A -4 : ROOF PLAN ELEGTR IGAL PLAN RTD RATED 5 STOVE SGH SCHEDULE 5D SMOKE DETECTOR SEG SECTION A -5 : ELEVATIONS S SF 50UARE FOOT � SPEC SPECIFICATION S SQUARED SRO 51NGLE ROOM OCCUPANCY G�`'�� c ,y STL STEEL ti 5TRFRT STREET FRONT 5U5P HT SUSPENDED HEIGHT , j r•, ?�� -+ T TREAD TG TERRACOTTA THK THICHNE55 2870 THRG FRM THROUGH FRAME �pR N EW TOG TOP OF CURB TYP TYPICAL UNFIN UNFINISHED VEST VESTIBULE DRAM BY: J. TLMM VB VANITY BA51N 50ALE: A5 NOTM VGT VINYL COMPOSITE TILE VIP VERIFY IN FIELD CW%7 BY: W/ WITH DATE: 05/24/11 No WITHOUT WG WATER CLOSET SHEET HJMBER WD WOOD W/D WASHER /DRYER WIN WINDOW WO WALL OVEN WR WATER RESISTANT WWM WELDED WIRE MESH YD YARD DRAIN JOB #: DDG-I�-'0003 CLIMATIC&GEOGRAPHICAL DESIGN CRITERIA-INTERNATIONAL RESIDENTIAL CODE TABLE R301.2(1) Table S.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Table s.5A Top and Bottom Plate to Stud Lateral Connections GENERAL NOTES 61EAAD1 WNDDESI6N SIMPSON STRONG-TIE �xpQS�rt' � forWIndLoads Exposure B � SUB.�GT TO DAMAGE FROM MINTER ICE SHIELD Shear Connection Requirements DESIGN Y- FLOOD AIR (Prescriptnre Altematisre to Table 3.51 - L' D SPEED TOPOGRAPHBG SPEE6 WIND 1YNDBORNE DA''`'N fi0O3TLJNE (Prescriptive Alternative to Table („ LOAD 1LT5 k REGION ro DI�IRIs ZONE m GATE608Y g IrEATH13RING a �H b 7ERMnI=a TEMP.f NENr ,EDS h FREEZING STRAP-TIE OLDOWN I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION SITE BEFORE RiRED INDEX N BEGINNING ANY PHYSICAL WORK. HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE s0 PSH. Iso MPH YEs ('rs00 OR LE56 s SEVERE s-0• TO HEAVYA n WA 599 700-yr.wind speed 700-yr.Wind Speed 110 115 12f1 139 140 154 160 170 180 293 3-second gust(mph) 110 115 120 130 140 150 160 170 180 195 3-second st m Wall stud PLANS, SPECIFICATIONS AND ALL OTHER INFORMATION INCLUDING GOVERNING GORES, LAWS, FOR SI. I POUND PER SQUARE FOOT 0.0479 WA 1 MILE PER HOUR■0.447 M/l°. •• USE "S I MPSON" Rafter/CeTng foist Number of 8d Common Nails or 10d Box Nails(Toenailed) Spacing Wag Height ift) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection" ct ORDINANCES, a.WEATHERING MAY REQUIRE A HI6MER STRENGTH CONCRETE OR 68AVE OF MASONRY THAN NECESSARY TO SATISFY Tile STRUCTURAL Height t.t.sa ZONING AND REGULATIONS. REMIRBy MM OF THIS GORE.711E MATHERINMS C 0LIUW SHALL BE FILLED IN WITH THE WFEATHERINMS INDEX,TEtSLI61BL.W•MODERATE•OR '• 5THD I O spacing tin.) ft. Required in Each Rafter and/or CeTngloist to Top Plate Connection lin• "SEVERE•FOR CONCRETE AS DETERMINED FROM Fl&tMM R901").THE 6RADE OF MASONRY UNIT5 SHALL BE DETERMINED FROM ASTM G 94, •• 8 2 2 2 2 2 2 2 2 2 2 G55,G62,G15,G40,G124,GWS,G216ORG652. v HOLD DOYVN 8 2 2 2 2 3 3 3 3 3 3 2. ALL WORK 5HALI CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE, THE b.THE FROST LINE DEPTH MAY REWIRE DEEPER FOOTN6S THAN INDICATED IN n6uRE R408.1(I)•THE JIURIS t"oN SHALL.FILL IN THE FROST zz 10..._ ?..__ _2 _... . ._2 2_ 2_ 2 z z z z LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. '• �� IO 2 2 2 2 3 3 3 3 3 3 - - - - 2010 N.Y.S. ENERGY CONSERVATION GONBTRUGTIION CODE AND ALL LOCAL CODES, RULES, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED POR PROTECTION DEPENDIN&ON WHHETHER THERE HAS 5EISJ 12 2 2 2 2 2 2 2 2 2 2 ' Ifi a 2 2 2 3 3 3 3 3 3 3 12 14 2 2 2 2 2 2 2 2 2 3 I• REGULATIONS AND ZONING LAWS. A HISTORY OF LOCAL.SUBTERRANEAN TERMITE DAMAGE. IO 2 2 2 3 3 3 3 3 3 4 16 2 2 2 2 2 2 2 2 2 3 d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABULE WITH THE WIND SPEED FROM THE BASIC,WIND SPEED MAP[PIBURE R9OI.2(4)Al WIND •• a 3 3 3 4 5 5 5 5 5 5 is 2 2 2 2 2 2 2 2 3 3 In EXPOSURE CAT'E60RY SHALL BE DETERMINED ON A sim-spEGIFIG BA515 IN ACCORDANCE WITH SECTION R9OL.2.1.4. 24 a.THE OUTDOOR DESIGN DRY-15"TEP 10MATURE SHALL Ee SELECTED FROM THE COLUMNS OP ail-1/2 PERCENT VALUES FOR WINTER FROM 10 3 3 3 4 5 5 5 5 5 6 20 2 2 2 2 2 2 2 3 3 3 m 3. IF, DURING THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES OR CONFLICTS APPENDIX D OF THE INTERNATIONAL PLUMBING GORE DEVIATIONS FROM THE APPENDIX D TEMPERA7URES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER E)CPERIEIJGE AS DETERMINED BY 71•E BUILDING OFFICIAL. I Prescriptive limits are based an assumptions in Table 3-4- 8 2 2 2 2 2 2 2 2 2 2 WITH WHAT 15 INDICATED ON THESE PLANS AND SPECIFIGATIONS, THE CONTRACTOR SHALL STOP P.THE JURISDICTION SHALL PILL N THIS PART OF THE TABLE WITH THE SEISMIC,DE516N CATEGORY DETERMINED FROM SECTION R901.22.1. hn. 2 Wien ceiling joists are installed parallel to rafters,the sum of the toenails the rafter and ceiiing join shoal equal txexoeed _. - L0- -. 2 _ 2 2 2 2 2 2 2 2 3 w.-w..- -_ ._. _. WORK AND NOTIFY THE DESIGNER/ARGHITEGT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS g•THE JURISDICTION SHALL FILL N THIS PART OF THE TABLE WITH(A)THE DATE OF THE.URISDIGTIONS ENTRY INTO THE NATIONAL FLAOD the tabulated number of nails required. 1z z 2 2 z 2 2 2 2 3 3 Q m (11 .as INSUtANCE PROGRAM(DATE OF ADOPTION OF THE FIRST GDDE OR ORDINANCE FOR MAxAmi-ENT OF FL000 HAZARD AREAS),(B)THE DATES) 3 To avoid spl itting,no more than 2 toer.ai s shall be instal:ed in each side of a rafteror ceil'mg joist when fastened to a 2x4 16 14 z PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL A55UME ALL RESPONSIBILITY AND LIABILITY THE FLooD INSURANCE STUDY AND(G)THE PAWL NIMEERS AND DATES OF THE GIRREMTLY EFFECTIVE FIRMS AND FBFMS o9 oTHI$t U -� 2 2 2 2 2 2 3 3 3 ,�- fa FLOOD HAZARD HMP ADOPTED BY THE AUTHORITY HAVING JAEISDIGTiON,A5 AMENDED. \ top plate or 3 toenai Is in each side whets fastened to a 2xS top plate. 16 '- 2 2 Z 2 2 3 3 3 4 e~A 9rR raid *-.±, oic w i8 2 2 2 2 2 3 3 3 4 4 alt rr K IN ACCORDANCE WiTH SECTIONS 9905.1.2,R'105A.51.,890559.1,R905b 9L,990518.1 AND 8905 6U31,WHERE THERE HAS BEEN A h3JlR ,ca,, 4 Where to late-to{id a hei exceed l0',tfi shall be ad,•ttsted as fal�aws. ARISING THERE OF. HISTORY OF LOCAL DAMA6E FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL N THIS PART OF THE TABLE WITH �TM rc:sty -', t stcwt P P g eY20 2 _A 10 OYES A OTHERWISE,THE JURISDICTION SHALL FILL N THIS PART OF THE TABLE WITH ONO• . 2 2 2 2 3 3 3 4 5 � )_ W 1.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(EF-PAYS)FROM FIGURE cr *1.1 4'cmc r'�xcr K\ Wan Height r 10' 8 2 2 2 2 2 2 2 3 3 3 �" h" __.-__10.._-_._.. __.2�__ 2 2 2 2 2 3 3 3 4 _,c � O 4. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY THE DESIGNER/ARGHITEGT AND 94099(2)oR FROM THE 100-YEAR(99 PERCENT)VALUE ON THE NATIONAL GLIMVITIG DATA CENTER DATA TABLE ■AIR FREEZNfs INDEx-USA Top PIa[eto Ridge . `•/w 0 TO THE BEST OF HI5 KNOWLEDGE AND BELIEF MEET THE REQUIREMENT5 OF THE N.Y.5- ENERGY MI'EJUR(BASEJURISDICTION g2'zEb'P). Height(ft) Adjustment Factor 12 2 2 _...2-_ ._.2..M.. .._._2_� .-_3-._ ._.3.._ -4 . ._4 _ _.-5- - -L, J.THE JI1RI$DIGTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WEAN AWNUAI.TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER • 1..., Z ^ DATA TABLE OANt PREEZIN6 INDEX-MA METHOD(BASE S216P)A 10' 1.00 Im z4 Se 2 2 2 2 3 3 4 4 4 5 = M_ D_ CONSERVATION CONSTRUCTION GORE. k IN ACCORDANCE WITH SECTION 8901.2.1'3,WHERE THERE 15 LOCAL HISTORICAL DATA DOCUMENTING STRUG7URAL DAMAGE TO BUILDINGS DUE 15, Lis LZ5 26 2 2 2 3 3 3 4 4 s 6 UO O lu 10 TO TOP06RAPHI6 MV SPEED-UP EFFECTS,THE.URISDICTION SHALL PILL IN THIS PART OF THE TABLE WITH`YES."OTHIERMSe.THE L8 2 2 2 3 3 4 4 S 5 6 JURISDICTION SHALL INDICATE 1140" N THIS PART OF THE TABLE 21T 1.40 1.50 20 2 2 3 3 # 4 5 S 6 7 U 0 Z 0) 5. CONTRACTOR SHALL EXERCISE GOOD JU06EMENT IN ORDER TO MINIMIZE DAMAGE TO ANY EXI5TING I. TN ACCORDANCE WITH FI6URE R901.2(4)A�,WHERE THERE 15 LOCAL HISTORICAL DATA DOaWNTNG UW511AL WIND CONDITIONS,THE 1 Preset •� Prescriptive are based on assumptions in Table 35_ r_ .I1R15DSHALL IGT10N SHALL FILL N THIS PART OF THE TABLE WITH"YES"AND IDENTIFY ANY SPECIFIC IEEGIUIEENfENT'S.OTHEBWI$E,THE JURISDICTION THE TABL.E. 2 Tabulated framing Toads and connection requirements sh a?I be permitted to be multiplied by 0.92 for framing not boated J AREAS AND CONDITIONS. EXISTING WORK DAMAGED AS A RESULT OF NEW CONSTRUCTION SHALL BE CJ 0 M. AC4 o;?�MTN INTHISIRSO12 2.I,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE(S).OTHERWISE,THE Table S.i Nailing Schedule 2015 WFCM within$feet of comers. () 0 RESTORED TO THEIR ORIGINAL CONDITION, AT NO ADDITIONAL C05T TO THE OWNER. JURISDICTION SHALL INDICATE"NO' N THIS PART OF THE TABiF. M N.enbv of Number o! Q � ••• 6. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERSEDE 50ALM DIMENSIONS. (N.T.S) REFERENCE STANDARD FOR DESIGN OF STRUCTURE Joint Description camRAMINmon r7t Box Nails Nail Spacing Table 3.6 Ridge Connection Requirements for Wind ROOF FRAMING Exposure B � `o Raker to To Plate Tornerled ) (see Tab+e3.4AI per (Dead Load RoofA$sernttl}AI7L=10psf) 1)AMERICAN FOREST AND PAPER ASSOCIATION(AF 4 PA) 2015 EDITION Ceiling loisttoTop Plate(Toe-noiled ISee Tay e 3.4! � � V 7. DE5I6NER/ARCHITECT HAS NOT BEEN RETAINED FOR ON 51TE INSPECTION OR OBSERVATION OF WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWD FAMILY DWELLINGS. Ceiling joist to Parallel Raker } ;seeTab;e3.4A} (me Table3AAl each a hbp 700.yr.Wind Speed ■h (F(Face- ail {seeTab'e 39A) (see Table 39Ai each lap Ifo 115 120 IL30 140 iso 160 170 la0 295 RM Cegir.g hist Laps over Pertitioro(Feu�ssited} {see Tab'e 3.941 (see 7:hk 3 9A) each,p 3-$eland gust{mph) CONSTRUCTION. RSOI A DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND ® Collar Tieto Rafter(Fete-na,7ed) (see Table 3 M (see Table 3.6} pe•tie Roof Span DESIGN LOADS: CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD Blocking toRaher(Tae-neatdl 2-Se z-llla each"d Roof Pitch ti=.=.• WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE Rim Board to Rafter(E.d-aWtedl IF 2-1st 3-16a each t„d (ft) Regtrired Capacity of ttidge Connection Iplf? J�.� n 8. DRAWIN65 AND SPECIFICATIONS AS IN5TRUMENT5 OF SERVICE ARE AND SHALL REMAIN THE PROPERTY FLOOR EQUIPMENT. blo `, WALL FRAMING 12 77 91 105 136 169 205 2a3 2E4 327 357 ��•��; OF THE DE5IGNER/ARGHITEGT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. LIVE LOAD 40 Ib. 9301.5 LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LINE Endwall TopP,ateteTapPlete(f.re,.eged, 2-164 2-26a' pe-foot 16 103 121 141 182 226 27a 325 3 9 436 529 LOAD SHALL BE AS PROVIDED IN TABLE R3o15. • • Top Plates at Intersections(F Qnaiied} 4.15d 5-16d jants-e:dns,de 4 20 128 152 176 X22:7 282 342 406 473 545 -661TM DEAD LOAD 10 b. . Stud to Stud(Face-nailed} 2-161: 2-16d 21'o.e 3:12 24 154 182 211 272 339 410 457 563 653 793 • 7�ss� V-� THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR SITES OR EXTENSIONS AND EXPANSIONS TO Corner stud `r_+j THIS PROJECT EXCEPT BY WRITTEN AGREEMENT ,ALONG WITH APPROPRIATE COMPENSATION TO THIS TOTAL LOAD = TABLE 93°15 Top or oHe.derte to St d(E Table 1bl l6'a.per.tc. edge: E 28 180 212 2=15 318 345 479 568 663 753 925 50 Ib. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS HOIddoWn • • . connected to Top«f3ottamMatetoSh.d(End-railed) IxcTabae35A) (set7a51e35AI per:tud 32 206 243 2a1 963 452 547 619 758 873 1057 k4....(1 l ROOF (IN POUNDS PER SQUARE FOOT) transfer shear tt s 36 231 273 316 409 503 616 730 852 9112 1190 T • ARCHITECT. . • Bottom Plate m F1oar joist,Bandoist,Erefpizt :-164 2-l6dc per foot GROUND SNOW LOAD 45 Ib. ( LIVE a • 2-16d Common orBtocking(Face-nailed} 12 65 77 98 113 139 168 199 231 256 321 It "TECO" DEAD LOAD 10 Ib. LOAD • .r FLOOR FRAMING W 16_ $7 102 Ila 150 166 z25 z65 SOS 354 423 _. _ _. c f Q. WHERE JOIST HANGERS OR STEEL FRAME CARRIERS ARE USED AND WHERE TECO TYPE CONNECTORS nails at 6 o.e. joist to Silt,Top Plate or Girder(Toe-n•;Ied) a-Ec 4-10d per;oist � I� 123 IAT 188 T232 -288 331 395 443 536�rvu r'i OR GUSSETS ARE GALLED FOR ON THESE DRAWIINGS, ONLY FASTENERS RECOMMENDED BY THE WIND LOAD 10 Ib. UNINHABITABLE ATTICS WITHOUT STORAGE b Io �` Bridging to Joist{To nailed) 2-tic 2-0Od each end 472 24 131 153 176 226 279 336 397 463 532 643 SEISMIC UNINHABITABLE ATTICS WITH LIMITED STORAGE bg 20 ® e Blockingwloist(Tot-nai3ed) 2-Ile z-Iva each end 29 :59 Sig zaF 263 325 392 46a 530 620 75b MANUFACTURER ARE TO BE USED. eATE60RY "G" (EXEMPT HABITABLE ATTICS 4 ATTICS SERVED WITH FIXED STAIRS 30 • Blocking to Sill or Top Plate lroe-oaged) 3-164 4^164 each bloc 32 174 204 235 301 372 443 530 617 709 857 BASED ON RESIDE EI'- L BALCONIES(EXTERIOR) AND DECKS• 40 Ledger strip to Beam(Face-nailed} 3_16d 4-16d each joFt 36 i95 230 264 338 418 SOa 595 694 797 964 FIRE ESCAPES 40 labtanledrrtoSeem(To"ailed) 3-8d 3-10d perjo:x 10. PROVIDE A STORM DRAINAGE SYSTEM FOR ALL ROOFS AND PAVED AREAS. CODE OF 'TER)YORK STATE" GUARDRAILS AND HANDRAILS d 200 h Band Join to Joist(End-nefed) 3-15c 4-lfid perjoirt 12 51 60 69 Ba 109 132 156 132 209 253 SECTION 9301.2.2(SEISMIC GUARDRAILS IN-FILL COMPONENTS P 50 h Bond Joist to Sill or Top PlattIToe-na,led} 2-16d' 3-164 per 16„ 63 80 92 113 14I.6 176 203 2a2 279 337 - --- - .. PROVISIONS) PASSENGER VEHICLES 6A9A►t6E5 a 500 atroFSFIr.ATHlNc 20 8s 100 115 147 192 220 260 303 -3411 421 11. THI5 DE5IGNER/ARGHITEGT SHALL NOT BE RE5PON51BLE FOR CONSTRUCTION MEANS ROOMS OTHER THAN SLEEPING ROOMS 40 Wood StructurdPtmab Br! 10h: IxtTabk3.10, 5:12 24 102 119 138 177 219 264 312 3W 418 506 SLEEPING ROOMS 90 Diagonal Board Sheathing 28 Iia 139 151 206 255 308 364 424 4113 NEW METHODS, TECHNIQUES, 5EQUENCE5 AND PROCEDURES EMPLOYED BY CONTRACTORS IN THE STAIRS 40 c. 1"x5'orl-all- 2-8d 2-1od Parsaaport 32 136 159 134 235 292 352 416 4115 557 674 t- PERFORMANCE OF THEIR WORK, AND SHALL NOT BE RE5PON51BLE FOR THE FAILURE OF ANY 1-xlC-artyider 3-Hd 3-lad persuapot 36 153 179 2e17 255 323 996 463 545 627 7s3 A. ELEVATED GARAGE FLOORS SHALL.SE CAPABLE oP SUPPORTING A 2000-POUND LOAD APPLIED OVER A WINDOW NOTES:E S. mlmG SHfaTmNG 12 48 55 63 81 99 119 141 164 138 227 - 43 CONTRACTOR TO CARRY OUT WORK IN ACCORDANCE WITH HI5 CONTRACT WITH THE OWNER. B UNINHABITABLE'" ,�THOUT STOR,.GE AIM THOM"OM THE CLEAR ME16 r Berr�EN,,JOISTS AND RAFTER$is NOT Gypsum Wallboard 5a coolers 5°cc*er: 7"et!,e 110`felt 16 63 74 95 log 133 159 3g3 213 250 302 v AND IN ACCORDANCE WITH THESE PLANS AND SPEGIFIGATIDNS. MORE THAN 42 INCHES.OR WHERE THERE ARE NOT TM OR MORE ADJACENT TRUSSES MTN HS aore"IGHRATIONIs watt SHEATIilrfs zB 79 9£ 106 135 _165 199 -233 '�M 313.. . 379-"" � CAPABLE OF AGGOMIODATINMS AN ASSUMED RECTANGLE 42 INCHES N HEIGHT BY 24 INCHES N WIDTH,OR 6REATER, 1• ALL WINDOWS SIZES ON PLANS WERE TAKEN FROM woof Structural BeSOc 613 ze 95 111 127 162 199 '.39 232 327 375 453 Z (u WITHIN THE PLANE OF THE TRUSSES.TNI$LIVE LOAD NEED NOT BE ASSUMED TO ACT GONGLJIERENTLY WITH ANY OTHER LIVE (see Table 3.11} LOAD. "ANDERSEN" WINDOW GATAL06 UNLESS OTHERWISE Stnact.aatFberboardPanels ZS ill 129 148 283 232 279 329 3!12 AM 529 (� g(1 G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMB.Y DIS7RIBItrED LIVE LOAD OR A 500-POUND 1/2' ll ga_galy.tooling na3 - 3•edge/6-fie'd 32 127 143 169 215 265 319 376 436 501 605 1-� v a NOTED. SHALL BE 400 SERIE:5 DOUBLE HUNG GohIGEN'rRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INGHI193,wIGHHeVEft PRODUCES THE GREATER 57RESBES. r (O.iz('c1-112'iong s 7/16'ileac) � _g� D. A SIN6LE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. u u n 36 143 166 190 242 293 358 423 491 561 6130 v GONSTRUGTION NOTES HIGH-PERFORMANCE LOW-E4 SUN WINDOW WITH 25/32- I, gati.roam nalt - Shed E. S SECTION 8507.I FOR Dr�.iGS ATTACHED TO EXTERIOR MIALLS. b�-e E 5e/6-field 12 49 Ss 52 76 94 112 132 153 175 2i3 F. GUARD INFILL COMPONENT'S(ALL MOW EXCEPT THE HANDRA10,BALISTER5 AND PANEL FILLERS SHALL BE DESIGNED TO U-VALUE OF 028, AND SOLAIR HEAT GAIN 1o12o'xi-3/�Io-gx3,r1•heaf} T_ � WITHSTAND A HIORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT.THIS LOAD �u 16 65 73 Bz ie2 125 ia9 176 2W 233 281 V HEED NOT Be ASSUMED TO ACT C trANOtEMY NTH ANY OTHER LIVE LOAD 1R1�nREMENr. COEFFICIENT (5HGG) TO BE LESS THAN .50 Gypsum wallboard Sd coolers 5d co°hers 7"edge/l0'Feld 20 -81 _92 103 12.7 :156 187 220 254 _.291 .. f p 351 Y � O Q 6. UNINHABITABLE ATTICS WITH LIMITED STORA6E ASE THHOM WHEiEE THE CLEAR HE16W BETrEEN JOISTS AND RAFTERS 15 Hrdbawd Sd lid (see Table 3.11E 712-1112 24 93 110 123 153 IZ7 224 263 305 350 421 O I. ALL ELEGTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED. NOT GREATER THAN 42 INGHHE9,OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFI6URATiONS Particleboard Panels to sd (see manu•acurer) 28 114 LT9 144 178 218 261 307 356 408 491 �,, CAPABLE OP ACCOMt+IODATIN6 AN A9�RECTANGLE 42 INCHCS IN HE16HT BY 24 INCHES IN NVM,OR 6REAITER, 2. WINDOW DESIGN PRE55LIRE RATING Dia arpsearashtatk; V J WITHIN THE PLANE OF THE TRUSSES. iron ng 32 130 147 164 231 250 299_ 351 407 466 552 7HE LIVE LOAD NEED ONLY Be APPLIED TO THOSE PORTIONS OF THHe JOISTS OR TRU$$ WINDOWS WITHIN 4'-O" OF CORNERS SHALL MEET OR 1-a6-arl-xe- 2-3d 2-18d persupport 36 147 165 IES 229 ZEI 336 395 458 525 632 Z a 2. ONGRETE FOOTINGS ARE TO REST ON FIRM VIRGIN SOIL. FOOTINGS ARE DESIGNED ASSUMING A 19orro. THE ATTIC AMA 15� ��m ARE �20 n�IN WIDTH BY eo Num IN L.ENGTN EXCEED DESIGN PRESSURE RATING OF 50 WS.F. 1-xi°-ar�.der 3-8d 320a Perw„°°rt 10 1 Tabulated connection requirements shall be permitted to be multiplied by 0-70 far tramihw not boated with n B feet mf buiidi ell corners. O MINIMUM OF (2) TON PER 50. FT. SOIL BEARING CAPACITY SUBJECT To TESTS INSPECTION AND THAT Is LOCATED WHERE THE CLEAR HEI6HHT IN THE Arne 15 NOT LESS THAN 90 IMGFHPS. FLoORSHTIferfS Z V& CAPACITY, r ALL OTHER W INDOW5 SHALL iMEET OR EXCEED yrs Structural Paneh 2 Tabulated connection requirements are based on total uplift miihus the root assembly dead load of 6 psi 10.6 x 10 psi=6 psfj. 2.THE SLOPES OP THE JOISTS OR TRU55 BOTTOM GtHORDS ARL•NOT 61REATER THAN Z IWGFHE3 VCRTIGAL TO(2 UNITS VERIFICATION. HORIZONTAL• DESIGN PRESSURE RATING OF 25 Ib/S.F. 1"or ltd foil 6-edge/Lr feed 3 Tabulated connection requirements are based on a 12 inch ridg a connection spacing,for drfferent ridge connection sped ng,multiply ` S.REQUIRED INSULATION DEPTH iS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. greater than 17 Led 16d 6"edge/L'-field the tabulated values by the appropriate multiplier below: TME REMAINING PORTIONS OF THE JOISTS OR TRUSS BOVOM C+IORD5 SHALL BE DESIGNED FOR A UNIFORMLY Diagonef Board Sheathing / DISTRIBUTED CONCURRENT LIVE LOAD OP NOT LESS THAN 10 PO 25 PER SWAIM FOOT. 1"x6"w 1-sB- 2-6d 2-Sod permacort Fudge connection Spacing lin.) 12 16 192 24 43 O W 3. CONCRETE IS TO BE 3000 L85. PER 50. INCH COMPRE551VE 5TRENGTH AT 28 DAYS. ALL HL 6LAZINS LISED IN HANDRAIL ASSEMBLIES AND GUARDS SWILL BE DESIGNED WITH A SAFETY FACTOR OF 4.THE SAFETY 1-x19'orwider 34d 3-lod pers,ioort Multiplier 1.00 1.33 160 2.00 4.00 .ED WORK TO BE IN AGGOROANCE WITH A.G.I. STANDARDS. FACTCR THE BE AP ILIEDt*V TO EACH E ire DS SHALL it I I A'PPUE°TO THE OF OF THE RHEI AND TO THE a For jack raker uplift connections,use a roof span equal to twice the jack rafter length.The;ack raft-er length includes,the overhang0 LOAD ON THE IN-PILL GOMPOFEiJTS.7HF5E LOADS SHALL BeBE DETERMINED INDEPENIDENT OF ONE MrOTHHEIR,AND LOADS rya lirg reeu�rerrerts are based on wall sneaming nailed&.aches or-termer at the pane=edge.Atemative narhig schedules Rha l length and the jack span_ Z ARE ASSUMED NOT TO O=M WITH ANY OTHER LIVE LOAD. SHEAR WALL SEGMENT DETAIL be used%herr wal,shea* railing iz reduced Fo-ena p'e,d wart sl•ea F:ng is na:ed 3 inches on-certer at the pa,iel edge m obtairFgFrstta-capacities,nadir5negsi-rrerrtsrorstn,ensralmenbersOva"bedoubW,ora'tematernm�shallbe 1- N O N.T.S. PER Y'ECM F I6. 15 4 SEG.5.4.4.2 u e,d to rnainta;,the hoar path •„- 4. STRUCTURAL STEEL TO BE A-36 FABRICATED AND ERECTED ACCORDING TO THE A.1.5.G. GODS. When:;she atl,irgisco,imxiasover mm,ected,nembers,the tabulated nmhtserofnails sh22bepermittedtobereduced te Table 3.0 Roof Sheathing Attachment Requirements for Wind V � _ {•� GENERAL NOTES: MIMIMLH SHEAR WALL SEGMENT I-lWn serrnot ii Exposure B < v ASSEMBLES CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE SIZE ALSPECT RATIO. HL/L<9 1/2" Loads 5. STRUCTURAL LUMBER TO BE MINIMUM 1100 P.5.1. Ih`l BENDING UNDER NORMAL LOADING, HEM-FIR I. ALL MATERIALS, L Table 5.9A Rafter/Ceiling Joist Hee!Joint Connection Requirements ki �-I v � INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TW0 FAMILY DY�ELLIN65 2015 EDITION. I WALLL HT M) SEGMENT WIDTH 00 780 winds r OF DOUGLAS FIR TO BE USED. �,-1. 2,�" (Prescripts,'eAlternati,.etoTable3.9) n• Speed 110 i.1s Iso 130 ssa iso ilio 178 1a0 19s Z .�} 2. WORKMANSHIP SHALL CONFIRM TO 6ENERALLY ACCEPTED 600D PRACTICE IN THE - .-�►�^) 6. DOUBLE JOISTS UNDER PARTITIONS THAT RUN PARALLEL TO SAME DOUBLE J015T AND RAFTERS APPLICABLE TRADES. Jl Ito.I' g1--O" HtoaZL psi 30psr _ Grounds load _ 7vpst E F E F E F E s�u>FAL E I V-I t F E F E F E F 40 � (� AROUND ALL OPENINGS. S. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING Rafter/Tnas K < d Roof Span(ft) MATERIALS OR COMMENCING CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE s Framing Refter/rruss PRECEDENCE OVER SGALIN6, NOTIFY ARCHITECT OF CONFLICTS. u 24 36 Lz 24 36 1z 24 36 12 24 3b Sheathing Location Maxinnam Hal Spacing for ad Common Nails m 104 gas Nails fatdte;a c.I= V Specific 51Jadng ft"d 1,^1 USE "SIMPSON" Rafter t:,s4s Gravity,G �+ V 1. ALL HEADERS ARE TO BE (2) 2X8'5 UNLE-55 OTHERWISE INDICATED. HEADERS TO REST ON 4. ALL CONCRETE SHALL BE MINIMUM Fr.= 3,000 PSI STRENGTH AT 28 DAY TEST. Rafterslope 5 Required Number ofl6dCommonor40dBoxNailsperHeelJointConttettion ■`lf1A = H 2 HOLD DOWN S(h"') 12 6 12 6 12 6 12 6 12 6 12 6 22 6 12 6 12 6 12 5 12 DOUBLE STUD POSTS, EACH BEARING SIDE. PROVIDE SOLID VERTICAL SUPPORTS UNDER ALL (NOTE ALL EXTERIOR CONCRETE STEPS AND GARAGE SLABS SHALL BE MINIMUM FG= 3,500 P51 w/ STBIb ANCHOR BOLT 12 3 5 B 3 6 9 5 9 13 6 LZ 17 0.49 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 1Z 6 12 6 12 V O BEAMS. STRENGTH AT 28 DAY TEST) s.iz lfi 4 7 10 4 8 12 6 12 17 H 15 23 192 6 12 6 12 6 12 6 Iz 6 12 6 12 6 12 6 12 6 iz b sz 191 4 8 12 5 10 14 7 14 21 9 18 27 interior Zone 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 5 1Z 6 12 6 12 P O 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY 2n 5 lfl is b 12 18 s 17 26 12 23 34 12 6 Iz 6 lz 6 12 6 12 6 12 6 Iz 6 12 6 12 6 12 6 12 Z 8. FLOOR FRAMING TO BE REINFORCED WITH 5/4x3 WOOD OR055 BRIDGING AT M105PAN AND OF PLUM L.B. PER S.F. 12 3 4 6 3 5 7 4 7 10 5 9 13 fez 9. 6 12 6 12 6 12 6 iz 6 12 6 12 6 12 6 12 6 12 6 12 < b. ALL PLUMBING SHALL BE IN AGGORDANGE WITH 2015 INTERNATIONAL RESIDENTIAL BUILDING 19.2 6 12 6 1z 6 12 fi 1s 6 12 6 12 6 12 6 i2! fi 12 6 12 y- h n 4-12 16 3 5 8 3 6 9 5 9 13 6 12 17 Z4 6 12 6 12 6 12 e- >2 6 12 6 126 12 6 1.2 6 6 6 6 T_ MAXIMUM SPACING OF 8'-O" O.G. GORE. AND LOCAL GORES. 19.2 3 6 9 4 7 11 6 ll 16 7 14 21 12 6 12 6 12 6 12 6 12 6 12 6 13 6 12 6 6 6 6 6 6 . . -l. ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE 74 4 8 11 5 9 13 7 13 19 9 17 26 0.49 16 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 5 t h n UNDERWRITERS. 12 3 3 5 3 4 6 3 6 8 4 7 it 19.2 6 22 6 12 6 12 6 1Z 6 6 6 6 6 6 6 6 6 6 4 4 CI. TIES; UNLESS 5HOWN OTHERWISE, AUXILIARY RAFTER TIES SHALL BE 2x45 ® Ili O.G. TIED BACK 24 6 126 12 6 6 6 6 6 6 6 6 6 b 4 4 a 4 d 4 8. ALL LUMBER SHALL BE DOUGLASA'FIR No. 2 OR BETTER, MIN. Fb=B?5 PS.I. UNLESS OTHERWISE I/2 GDX PLYYVOOD SHEATHING ® Perimeter sots 16 3 4 6 3 5 7 4 7 11 5 9 i4 � TO A MINIMUM Of (3) CEILING BEAMS WHEN SUCH BEAMS AND RAFTERS ARE PERPENDICULAR TO EXTERIOR r4/8d NAILS ® b" OG. 5-12 19.2 3 5 7 3 6 9 s 9 13 6 fa 17 tz 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 rt' NOTED. 16 6 12 6 12 6 12 6 6 6 6 5 6 6 6 6 6 4 4 4 4 It J LI..g EACH OTHER. EDGES a ►2" O.G. LIN THE FIELD. 24 3 6 9 4 7 u 6 11 16 7 14 21 °� 192 6 12 6 6 6 'a 6 6 6 6 6 6 4 a 4 4 e 4 3 a. ALL STRUCTURAL HEADERS TO BE (2) 2"Xb" UNLESS OTHERWISE NOTED. 12 3 3 4 3 3 4 3 4 6 3 5 8 24 6 6 6 6 6 6 6 6 a 4 4 a A Ala 4 3 3 3 3 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL OPENIN65. 1/2" GYP BD. INTERIOR W/ 5d 7:12 16 3 3 5 3 4 5 3 5 8 4 7 10 GableEndivalRakeor 0.49 - 6 6 6 6 5 6 6 6 4 4 10. ALL WINDOWS TO HAVE STRUCTURAL SUPPORT MULLIONS UNLESS OTHERWISE NOTED. (SEE NOTES 11. ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE 2015 INTERNATIONAL ENERGY COOLER NAILS ® -Yt O.G. ® EDGE d ® 191 3 4 5 3 4 6 3 6 9 4 8 12 RakeTnasw}thOpMi' FMV1510% n 2A 3 5 7 3 5 8 4 8 i1 5 10 15 Rake Overhang pHez - 6 5 6 is 5 4 a 4 3 3 BELOW FOR TYPE AND MANUFACTURE. C NSERVATION GODS REQUIREMENTS. 10 O.G. IN THE FIE:LD. 12 3 3 3 3 3 3 3 3 5 3 4 6 06-06-11 #I 12. HABITABLE SPACE MUST MEET EGRESS REQUIREMENTS PER INTERNATIONAL RESIDENTIAL 16 3 3 4 3 3 4 3 4 6 3 5 a BOARD SHEAPUNG 11. ALL WOOD OR STEEL POSTS ARE TO BE PROPERLY BRACED AND ANCHORED. BUILDING CODE SECTION R910.2.1 MIN. 5 S.F. OPENING ON FIRST FLOOR WITH 20" MIN. WIDTH Stu 191 3 3 4 3 4 5 3 5 7 3 6 9 Rafter/Truss 1H U- A I I AND 24" MIN. HEIGHT, 5.1 S.F. ON THE 2nd FLOOR, AND HAVE A SILL HEIGHT NOT MORE THAN Sheathing size hfininemeNumber ofadCommon NailsPer support 44 INCHES ABOVE FINISHED FLOOR 24 3 4 5 3 4 6 3 6 4 4 8 12 Sp12-19.ng in) 12 3 3 3 3 3 3 3 3 4 3 3 5 1x6 orlx85heathing 12-i92 2 2 2 2 Z 2 2 2 2 2 12. ALL FLOOR J015TS SUPPORTING BATHROOMS AND KITCHEN AND LAUNDRY EQUIPMENT TO BE 13. WINDOWS AND DOORS SHALL BE HEATHER STRIPPED AND CAULKED. t g 16 3 3 3 3 3 3 3 3 5 3 4 6 lxiotxLarger Sheathing 12.39,2 3 3 3 3 3 3 3 3 3 14. USE SAFETY GLASS ON ALL WINDOWS IN TUB OR SHOWER ENCLOSURES WITH SILL HEIGHT LESS 1z.1z rh I � 192 3 3 3 3 3 4 3 4 6 3 5 7 SPACED AT 12 O.G. MINIMUM. " E - Nail at THAN 60 ABOVE FINISH FLOOR A5 PER 2015 INTERNATIONAL RESIDENTIAL EIUILDIN6 GORE 24 3 3 # 3 3 5 3 5 7 3 b 9 g panel edges li"-) SECTION 9-308 4 R-308.45. 1 Hee'joint connections are not required where the ride is supported bye lo•dbearing wall,header orrWge beam designed to F - !Jail spacing at Intermediate supports n the panel Feld(rn.} 13. ALL WINDOWS AND GLA55 DOORS TO HAVE INSULATED GLA55 Of MAX. 58 U. VALUE. 15. 6LAZIN6 SHALL CONFORM TO 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE SECTION R-308. resist the appried loads_ 3 Fa roof sheathing witt in 4feet of the Perimeter edge of the roof,including 4 fee,on eachside of the woe peak,the Afoot perinetered e g 2 When intermediate support of the rafter is provided by vertical struts or purlins to a badbearir>fl wall,the tabulated Nee+joint zoite attachment requirements shag be used connection requirements shat'ere permitted to be reduced proportionally to the reduction in span. 2 For wind speeds;neater than 130 mph,bkxkmg is required which transfers shear bad to two additional joists 13 joiststotaq_ 14. HEATING SYSTEM SHALL BE CAPABLE OF MAINTAINING A '10 DEG. F INTERIOR TEMPERATURE 3 Equi•,ralerttconnections amrequired for exarmgjoisttoceiling joistlap spioes_ WHEN 0 DEG. F OUTSIDE WITH A 15 M.P.H. WIND. DECK DETAILS MOTE USE TRIPLE ZING CONNECTORS) USE HOLD 4 TabutatedheeljointconnectionrequiremerttsdonorIncludetheadditionalweigmoftfhecepinoassembly- HDU2 HOLD DOWN 5 Tabulated heel joint connection requirements assume ce�ngjoists or raftertid are located at the bottom of the attic space. Table 5.11 Wall Sheathing and Cladding AttachmentExposure lfERpL W/ 5/8" 'TREADED ROD When ceiling joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint Requirements for Wi nd Loads �,� E 15. ENTRANCE DOORS ARE REQUIRED TO HAVE A CERTIFIED U. VALUE 017 .40 OR BETTER. �� RAILING Conner onregtirementsshellbeincreasedbi,thefdknivingfactars: �i� C,y TYP. GONNEOTION FOR TWO CeiTmgHeiofftid a Heel Joint Connection 708 ,Wind speed � �C Ili. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED ON THE CEILING . to" • ° a a STORY APPLICATIONS Platet°R°°fRidge AdjunHentFactors �` gust 118 115 >I2g 1St► 1� Im 16� 17� Im 195 20 DA O 4. Heigh[("'"•) STRUCTURAL SHEATHING * _ :' i ADJACENT TO THE 5LEEPING SPACES IN ACCORDANCE WITH THE N.Y.S. CODE 1175 N.-I-to,v. •°' POs T r 1/z 2.00 * • do 1/3 LSO E F F F E F E F E F f F E F E F E F E F N .0 , stud spacing ROOF F S H EATH I N G NOTE: 1/a L33 Sheathing Location n,ci,es 0.C, Maximum rsrl SparieO far Rd Common Nails or LOd Box Na is[orches,rr e)' 9 X32 8 G 1 p Q- 11. ANY FIREPLACES TO HAVE FRESH AIR INTAKE AND TEMPERED 6LAS5 DOORS PER N.Y.5. CODE. 1/5 L25 1)' O 1? 6 12 6 32 5 12 6 32 6 12 6 12 6 it 6 ZZ 6 12 6 12 Simpson Strong-Tse (GAN USE IOd BOX NAILS AS IWTLitIOIR ZONE-Ib"ON-GEN1TE91tAFTEPt/T1ElUraE+SPACING 1/6 L2fl Mer9orzone 15 6 12 6 12 6 l2 6 12 6 22 6 12 6 12 8 12 6 12 6 12 �F N E� TOWN-CITY OR VILLAGE ZONING LAWS 4 y� DRTS ALTER"AhTIVO ilia LIl 2.6 6 1z 6 12 6 12 6 u 6 Iz 5 L' 6 lz 6 6 6 6 6 Fr NAIL SPACING-PAN11 ED61E-bd COMMON•b"ON-CENTER 't;�a,. Simpson Strong-Tie NAIL SPAGNG- INTERH EDMIIATE SUPPORT-6d GOMMOM a 12.ON-CENTER Note:Lateral deR!ction of the raFM_rbelowthe tafterties may exceed 3/4 irdt whets rafterties are located above one-third of 12 6 12 b 12 6 12 6 12 6 L 6 12 6 12 6 12 6 12 6 12 Simps 4rong-Tle PG PERIMETER EDGE ZONE_Ib■ oN RAF7f}L/7iE1U55 SPAhGING the top plate-to-roof ridge height,R.or when lit is grr�than 2 feet and ma;regtiire additional consideration- Perimeter Edge zone 16 6 u 6 12 6 12 6 iz 6 12 6 1` 6 12 6 12 5 126 6 BY: J. TURNER I I8. ANY VARIANCE OR SPECIAL EXCEPTION REQUIRED FOR THE CONSTRUCTION ACCORDING TO NAIL SPACNG-PANEL EDGE-6d COMMON a 6"ON-CLMER 24 612 6 12 612 612 612 6 I: 6 6 6 6 6 6 6 6 c�,�; A �� THESE PLAN5 15 THE SOLE RESPONSIBILITY OF THE OWNER. Simpson Strong-Tse NAIL SPAC,IN6- INTERI�EDMIIATE SUPPORT-ed GOMMOM•6"ON•C,ENTER BOARD s DOTI THIS PROJECT COMPLIES W 1 TH THE 2015 Sheathing Size RafteftTruw sparing Milimurn Number of Sd ammon NaN or Lod Box Nails Per support /tom'1f.JllK%) WALL SHEATHING NOTE: (ihtches,o.c.) la. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL FRAME, INTERNATIONAL BUILDING GORE, THE DATE: 05/24/16 REINFORCE FRAME AROUND OR ADJACENT TO INTERFERENCE AS REQUIRED TO MAINTAIN (ALL. ,�X NAILS AS MAI=R'°1R zoNE-PANEL ED'C-8dn'°sPAu'& 2015 INTERNATIONAL MECHANICAL 1x6ur la argerS ealihi 12-24 2 2 2 2 2 z 2 2 2 z c 1xLOmLarger5heathing 127A 3 3 3 3 3 3 3 3 3 3 STRUCTURAL INTEGRITY OF WALLS, FLOORS, CEILINGS, ROOFS, ETC. C = • JOIST NAIL SPAGfNG-MER EDGIIA I! CON4M1T- 6" OMMO 7>:TE » CODE GHAPTER5 12 THROUGH 24 THE C _ NAIL SPACING-INTERHEDMIIATE SUPPORT-bd GOMMOH4• LZ ON-GENTLR r r E - Nail spacing at panel etires(=m.) C - °o 4"i D&E ZONE-I6.ON-CENTM STUD SPADING 2015 INTERNATIONAL PLUMBING, F - Nail spaang at urtemhedi3te supports n the parcel field(in.) 20. COMBUSTION AIR SUPPLY FOR FIREPLACE: "TECO" JOIST HANGER MAIL SPACING-PANEL,EV HE-6d COMMON•6*ON-COMM GHAFTERS 25 THROUGH 52 THE 2015 PROVIDE AIR INTAKE WITH DAMPER, PER CODE, FOR OUT51DE AIR, CONSTRUCTED OF MAIL SPAGIW6-1NTERMW TATE SUPPORT-6d aoMMOM.6•oM-GENre1e i Faresalta,eatnpa-cin fu,t4feet�[nettg attached ffoot raming-,a*m Carl members 0-42Stentsshan�ett�ed LEDGER INTERNATIONAL ELEGTRIGAL, CHAPTERS 2 Tabnrratednarlsp�ngassurrr�sheathingattachedtostudfratttir>ememberswitnOA25G<0.49. NONCOMBUSTIBLE MATERIAL INSTALLED TO PREVENT BACK-FLOW OF FIRE AND SECURE TO STRUCTURE W/ 1/2% LAG BOLTS 0 16, O.G. 55 THROUGH 42. 3 For exterior panel sidnw„galvarimedbox nails be permitted to be substitutedforcommon nags. PRODUCTS OF GOMBU5TION THROUGH INTAKE. JOB #: DDG-11-0003 (2)2"X10" W/ 1/2" PLYWD SPACER TYP. 00, OR AS PER PLANS -l'_I I" MTS24C RAFTER TIE - _j BY SIMPSON OR EQ. TYP. AT VIN. HDR. - NEYi R.R. AT 16" O.C. �J DW410510 654 ct 01 AS PER PLANS _ op DBL. TOP PLATE AT FXT'G (A 40 SECOND FLOOR OR FOUNDATION WALL AT SINGLE STORY TO REMAIN in m m O m i �- 2 m 1 1/4"X24" 20 GAGE HEADER STRAPS TYP. ( '� AT 2ND FLR. EXT.WINDOW w EXT'G 2"X 8 OPEN NG WALLS O z EXT'G OJ z }�- •--I WD. RIDGE 2"X4" WALL FRAME p LIYINO LL O AT 16" O.C. N I ROOM N 1 YI � YI VJ W .as 1 1/4-X24- 20 GAGE NEW HOT K � Q I d) JACK STUD STRAPS TYP. yNI,gTER tuc z `- O AT 2 SIDES OF OPENING HEATER NEW j V V EXT'C7 = �° STACKABLE ,"1�' !! ^� ''II FOUNDATION WALL OI WASHER NEW it RIM JOIST TO REMAIN /DRYER It L ^ R-55 INSUL. % ] 1 1/4"X24" 20 GAGE O ' ? '� 4 z HEADER STRAPS TYP. = I I �F- AT EACH STUD EXT'G 0 _ f3ATH 24I SLAB ON Fill ' EXT'G 2"x4" G.J. d- 'I GRADE j; NEW 1/2 _ NEW YI NYL GLAPBD. 51 D I NG �, r rt w W tu o GYP. BD 15# FELT PAPER I ' WALL STRAPPING DETAIL o Q v z I/2" PLYWD. SHEATHING 3 N.T.S. - w - - - 2� L� 00 O EXT'CG 2"X 4" STUDS ®16 O.G. M r— NEW R-11 SPRAY FOAM INSUL. — ri + R-5 EPS RIDGE FOAM INSUL. I NEW z NEW 4" P. GONG. R-Iq SPRAY SLAB ON GRADE FOAM INSUL. m 26 N A � m 41 A A A z ~ EO .. .. , . z �- 3 p EXT'G 4" F. GONG. EXT'Gw IL lis- I ii SLAB TO REMAIN FOUNDATION WALL TO REMAIN 3 �-- q'- T" } O I I _ TN2032 TYV05 YU45 I I I I I I O 32 TN2432 •, O � SEC,710N L------J SCALE: 5/011 = 11-011 4'-6" z 4 <Pit THK. Q� Q 15 -7 4[-(bil P SLAB OL � EXT'G 2"X 5" WD. RIDGE 20'-I" 20'-I" 0 lap 12 , EXT'G ROOF STRUCTURE B p D ASPHALT ROOFING 5H I NGLES 3 B w 15# BUILDING FELT OVER 3 1/2" GDX PLYWOOD SHEATHING EXT'G 2"X 6" R.R. ® 16" O.G. r FOUNDATION PLAN m EXT'G 2"x4" G.J. EXT'G 2"x4" G.J. SCALE: 1/4" = 1'-0" -7-70 S.F. L I Y I NG AREA (EX 15T I N(5) REVISIONS 120 S.P. FRONT PORCH (PROPOSED) 0'-1 #1 FLOOR PLAN INSUL. NEW Y I N1'L GLAPSD. 51 D 1 NG SCALE: I/4" = 1'-0" I; I I, O 15# FELT PAPER DINING _ 1/2�� PLYWD. SHEATHING ASPHALT 5H I N6LE5 ,x 4" VTR EXT'& 24 STUDS � IG O.G. 15 # FELT PAPER RE 1/2" GDX PLYWD. SHEATHING 2" - j--_.12" �e E NEW R-I ci 2"x6" R.R. ® 16" O.G. _�---i l I I �G�� s C ' c BUILDING r I; EXT'G 4" P. GONG. !% SPRAT FOAM INSUL. " ! ! + R-5 FPS RIDE FOAM INSUL. SIMP50N I 2�1 I 1 _": ?2 0 SLAB TO REMAIN I; li2" EXT'G I EXTG I cn STRAP TIES RELOCATEDLAv. W.C.I I 2X4" G.J. SIN i ��F `�867 �* 2x6 LEDGER SHW RI 11-111-11 r11 Ed 11 1 I 1,_�I I�,�,I I I S it 1 1=l l�I I I „ „ FLOOR ISI—ISI�.I II�III�II� 2X4 G.J. 4" FAI �M BY. J. ( I I—III—I „ TLRm =11r_=111: i I_I=1 11 0 16" O.C. SCALE: AS NOVO TO EXISTING 4" 4" L_ EXT'67 TOP( ) 2x4ATE \ "AZEK" BEAD SANITARY SYSTEM GH1i'D BY: BOARD SOFFIT 6 H. TRAP DATE: 05/24/11 I I I I R-15 INSUL. SIMP50N PLUMBING RISER (SANITARY WASTE) SHEET NUMBER SE (�� TION A — A JO 15T HANGER SCALE : 5/0 " = I '-011 LEGEND ELECTRICAL SYMBOLS NEW NEW DEDICATED OUTLET 20 AMP. %D � DUPLEX OUTLET � n c �D DEDICATED 220 OUTLET pm � j �� DUPLEX OUTLET U m -- -- EXT'G GIRDER TO REMAIN -- K __ -- -- -- -- -- ( % C GFI OUTLET T a •• c EXT'G ;� EXT'G cSFI WJ z � � .2 %J LIVING .i LIVING ' i M, 'u- QL ROOM .° ! ROOM QUAD OUTLET C!� V O Q� d®i d a TELEPHONE /FAX JACK -wt Zri a _ _ K ~ ll) FLOOR MOUNTED p pC N z ® TELEPHONE /FAX JACK u1 4° COMPUTER JACK � FLOOR MOUNTED ® COMPUTER JACK ` �-❑ TELEVISION JACK T.V. 4 T1 SAT 2� j BATH 24 L G I - SWITCH [Fill I z I ct EXT'G 2"xb" RR � EXT'G 2"xb��" RK _ 1t�� GFI i I ® 16" D.G. o 16" O o 0 � ,' r - , z 0 3 5 WAY SWITCH n rt ua w F� 1111Dr rt = w UJ tU ® O i N � Z - m FAN I ! Q � � I v z I, n o I p p ; / 61=1 PROTECTED SW 1 TCH -----, 2� L-4- � Y � � o � � 24 L� GL. GL. I I z �- G�-• CL I I GE I L I NG MOUNTED LIGHT — c _ I I 11L� I — � — t!_ t` Zo - o I w I 2° 1U I, +-- T :'o I i I RECESSED LED LIGHT ZEXT'6 2"xb' R.R.® 16" O G. EXT'G 2"xb" RR A 16' OL. , WALL SCONCE p SD O —1 '6 2'x6" R.R.o I " O.G. EXT'G 2"xb" RR o 160 o G. „ GE I L I NG FAN IL N D- ao < O V ' 3 — ELECTRICAL CONTRACTOR TO `VERIFY p CD -- SPECIFICATIONS AND INSTALLATION WITH v EXT'G EXT'G Ex T'6 - TW2052 TW2432 `�; OWNER PRIOR TO INSTALLATION. O L!J Lu z � < < p BOO O O w � z ROOF FLAN F-LF-GTRI CAL PLAN r SCALE: I/4" = I'-o" SCALE: I/4" = I'-o" m hREV15ION51 G\co-�EREOgR r G7 -i r 6713 Q� OF NEW 0O DRAM BY: J. TURNER SCALE: A5 NOTED CWv BY: DATE: 05124AI SIHEET HJMBER .IOB #: DDG-I�-0003 4J (V-i � m -I m EXT'& 0 p m %s) NEW b" TRIM ASPHALT SHINGLES m U Q TO MATCH TO REMAIN EXT'& EXT'G c BRICK CHIMNEY TO REMAIN NEW EXT'& IL fl- ASPHALT SHINGLES EXT'G BRICK CHIMNEY TO MATCH EXT'& ASPHALT SHINGLES TO REMAIN V TO REMAIN ui Z �A -- ----- -- -- -- -- -- -- - -- _ --- p �D~uC t 'm H RDI-PLANK -FFM ® ® j ® B v m CLAPBOARD � SIDING i __ - J - GRADS - -- --—-- -- -- -- -- -- I GRADE I NEW HARDI-PLANK i NEW Ct I I I I CLAPBOARD SIDING I HARDI-PLANK ___ CLAPBOARD SIDING t------------------------------- ----� F FRONT ELEVATION R I&HT SIDE ELEVATION } SCALE: 1/4"=I'-O" SCALE: 1/4"=I'-O" z Q O j O O IL _O �z } o as z � O w NEW ~ O - NEW ASPHALT SHINGLES HARDI-PLANK TO MATCH EXT'G ww CLAPBOARD - }- SIDING EXT'& w BRICK CHIMNEY Q EXT'& BRIOEXTITO REMAIN EXT'& _0 ASPHALT SHINGLES BRICK CHIMNEY TO REMAIN TO REMAIN ASPHALT SHINGLES - QL TO REMAIN AL W � pC 2 ® ® t- m REVISIONS 06-06-11 #I FINISHED FLOOR Ion GRADS I I NEW I I I II I HARDI-PLANK I NEW I GRAD I I HARDI-PLANK I I I II I I HARDI-PLANK CLAPBOARD SIDING �, r� �I CLAPBOARD SIDING d CLAPBOARD SIDING L ------------------------------ -------------------------- ----------------------------------j �G�SiER�J ` REAR ELEVATION LEFT SIDE ELEVATION �4 °v LA y C'� SCALE: 1/4"=I'-O" SCALE: I/4"=I'-O" Z m C) Q 6670 DRAM BY: J. TMER SCALE: AS NOTED CHK'D BY: DATE: 05/24/17 SHEET NNWR JOS #: DDC-11-0003