Loading...
HomeMy WebLinkAbout43256-Z �O�SUfFOIoy Town of Southold 1/10/2020 0 P.O.Box 1179 53095 Main Rd Wo4, �Pa Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40992 Date: 1/10/2020 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1825 Deep Hole Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-14-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2018 pursuant to which Building Permit No. 43256 dated 11/29/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT PORCH AND FINISHED BASEMENT IN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Perrone,Guy&Christine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43256 12-04-2019 PLUMBERS CERTIFICATION DATED 11-26-2019 CkTis,,Scholtz uth rize nature TOWN OF SOUTHOLD ��O�sUFED(k�,pG.% BUILDING DEPARTMENT TOWN CLERK'S OFFICE o. • _� SOUTHOLD, NY -gyp- .• ao�" 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#: 43256 Date: 11/29/2018 Permission is hereby granted to: Perrone, Guy 1555 Wading River Manor Rd Wading River, NY 11792 To: make additions and alterations to an existing dwelling as applied for, At premises located at: 1825 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-14-18 Pursuant to application dated 11/16/2018 and approved by the Building Inspector. To expire on 5/30/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $939.20 CO -ADDITION TO DWELLING $50.00 Total: $989.20 Buildi I spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. ~' New Construction: o Old or Pre-existing Building: (check one) Location of Property: l ® _ - V V ka& House No Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section !l 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: (check one) Fee Submitted: $ 0 b pp Hca �gn tui oF sov�y®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • COQ roger.richefta-town.southold.ny.us coUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Perrone Address: 1825 Deep Hole Dr City: Mattituck St: New York Zip: 11952 Building Permit#: 43256 Section. 115 Block: 14 Lot- 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electric License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 46 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 8 Wall Fixtures 9 Smoke Detectors Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 71 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures FI IVSS Other Equipment: 3-bath fans, range hood, sump pump, 9-ARC fault circuit breakers, 2-combination, 2-GFCI/ARC fault circuit breakers Notes- Inspector Signature: Date: December 4 2019 81-Cert Electrical Compliance Form As S�Ur�D! , � 4 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O' BUILDING DEPARTMENT TOWN OF SOUTHOLD \LJ u NOV 27 2019 -� • CERTIFICATION if Date:' L Z I Building Permit No. Owner• — (Please print) Plumber: .5 A 01-Z �i&� W z' (Please print) AIV ^ 6 D I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this 2t O'- day of 20 S 6 09 NEW YOU , n Notary Public, BU's\—'� �. County11nPlftn Augu$i 14, ZZ �oF sour TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [vf'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ate. J D l DATE INSPECTOR SGS . OF SopjyO # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [v,/-(FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY -[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR S: ✓I pri r ' 0 4 DATE l INSPECTOR SOF SOUIy # # 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING REMARKS: vl.Tb Q �� Wa 4wrv��br\ -ev od wcgo- I&I 11Yi. twAso) DATE Y 3 INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. `ycouffm 765-1802 , INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] ATION 2N [ ] INSULATION [ FRAMING TRAPPI [ ] FINAL [ ] FIR LAC NEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ,( ] CAULKING RE l " 4 DATE 3 INSPECTOR -(]�i/ SOF so f TOWN OF SOUTHOLD BUILDING DEPT. courm,N�'' 765-102 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLRG. [ ] UNDATION 2ND [ ] INSULATION [ ] FRAMING /STRA [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING EMARKS: ;tyvt ® .� 1 O I pe-4*o DATE INSPECTOR OF 50Ulyolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. Z e [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ \] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ? oF soolyOlo # * TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1602 INSPECTION z [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &_CHIMNEY -[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTORV, # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycnurm, '' 76''5`1802 INSPECTION [ ] FOUNDATION 1 ST [' ] ROUGH PL13G. [ ] FOUNDATION 2ND [ rFINAL SULATION/CAULKINGFRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION r- [ ] PRE C/O REMARKS: A vv4W.6 3 I` WV 64va, A4 t� lk AA wnv © e �vv &, - rOVnJ o� awl ��✓ 1, _ Dv ��� �rSnr�`� h DATE- I ?� INSPECTOR OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [" "] SULATIOWCAULKING- [ ] FRAMING /STRAPPING [ FINAL /a,," [" ] FIREPLACE & CHIMNEY( [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION" [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL�(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I V' 4- DATE INSPECTOR . 1 Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1825 Deephole Drive,Mattituck, ; t-' Test Date 11/25/2019 Building Permit#: 43256 Compliance Pathway Performance Test Completed by: Christopher Silvia DEC s 4 2019 RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ; ICC ID# Huntington,NY-11743 _ a BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if-. Floor Area Hei ht Volume ❑� Conditioned Basement Basement 594 4752 ❑ Conditioned Crawl Space 1St 1740 13920 sealed Attic 2nd 0 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 9747 ninces are s where the ceiling height is less than 5 Total Volume 28419 CFM @50 pa 1081 Air changes/hr@50 p (-2.28),W# Code Compliance: Pass Duct Tightness: Post Construction Tes dotal Du Leakage System-1: Whole House Duct Location Conditioned Space •-------------- - ---- Floor Area 2334 Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: Exempt System-2: Duct Location •------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: N/A System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft CFA Code Compliance: N/A Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: ��-'` Date: 11/25/2019 Christopher Silvia,Home Energy Solutions i Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1825 Deephole Drive,Mattituck - Test Date 11/25/2019 Building Permit#: 43256 ',C6mpliance Pathway Performance I Test Completed by: Christopher Silvia D EC - 4 2019 RESNET Rater ID# 4150294 Home Energy Solutions _ ;, NATE ID# 187 East Main Street j ' ICC ID# Huntington,NY-11743 - ' i BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Height Volume 2 Conditioned Basement Basement 594 4752 ❑Conditioned Crawl Space 1n 1740 13920 El Sealed Attic 2nd 2 0 *The conditioned floor area of dwelling is calculated in 3`� 0 accordance with ANSI 2765,except that conditioned floor Attic 9747 area includes areas where the ceiling height is less than 5 Total Volume 28419 ft. CFM @50 pa 1081 Air changes/hr@50 pa 2.28 Code Compliance: Psss Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Whole House Duct Location Conditioned Space-- '�' Floor Area Leakage CFM @ 25paCFM/100 ftZ CFA Code Compliance: Exempt System-2: Duct Location -------------------------- Floor Area Leakage CFM @ 25paCFM/100 ft2 CFA Code Compliance: N/A System-3: Duct Location Floor Area Leakage CFM @ 25paCFM/100 ftZ CFAQ Code Compliance; N/A Building envelope tightiness has been verified using Instruments and procedures specified In ASHAREJASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: ,:�r . >;o �/ Date. 11/25!2019 Christopher Silvia,Home Energy Solutions Raymond Renault Architect PO Box-284, Shelter Island, New York 11964 D 631.721.34431 Renaults@Optonline.net '-' MAY 1 6 2019 .; TY- TOWN -TOWN OF SOUTH� Wednesday, May 15, 2019 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: 1825 Deep Hole Drive Attn: Michael J.Verity, Chief Building Inspector Dear Mr.Verity, Please allow this letter to form as proof of satisfactory inspection on the date above for Insulation at the Project address listed above. To the best of my knowledge, information and belief, Insulation has been installed as per all applicable codes and as per our ResCheck submitted with the original building permit application. Also please find enclosed a copy of the inspection performed by Home Energy Solutions. If you require any additional information, please feel free to reach out to me directly. Regards, �• � nor 01=117>1 aymond Renault, Registered ArchitectC) NYS License Number:041190 - 9J �0411y0 i y REScheck Software Version 4.6.5 Compliance Certificate Project Perone Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1825 Deep Hole Drive Guy Perone Raymond Renault Mattituck, NY 11952 1825 Deep Hole Drive Raymond Renault Architect Mattituck, NY 11952 PO Box 284 6317670899 Shelter Island, NY 11964 creativestairs@optonline.net 6317213443 Renaults@optonline.net Envelope Assemblies Gross Area Cavit cont. Assembly or LI-Factor UA, Ceiling 1: Cathedral Ceiling 2,702 44.0 0.0 0.024 65 Wall 1: Wood Frame, 16" o.c. 1,830 21.0 0.0 0.057 88 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 189 0.250 47 SHGC: 0.17 Door 1: Glass 98 0.290 28 SHGC: 0.29 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,844 30.0 0.0 0.033 61 Compliance Statement. The proposed building design described here is consistent with the building plans,s e " ications,and other calculations submitted with the permit application.The proposed building has bee eet t C uirements in REScheck Version 4.6.5 and to comply with the mandatory requirements Ids 4ii ec In C 0- Nam -Title ignature N� 041190 �0 'DF N E`N Project Title: Perone Residence Report date: 11/03/18 Data filename: Untitled.rck Pagel of 9 Rome Energy Solutions NEW YORK PO Boz 1963 Huntington,NY. 11743 ® f (631) 673-0664 gdlamay3@msn.com ' ��at0aelart�l�T� � INSPECTION LOG hate: ` Air Sealing Pass ❑ Fail Builder: Insulation Pass Fail Address: I 1 ` Lot# N/A Pass Fail A Q �- El �T] El Garage Joist Windows IJ: SHGC: MCantilever Insulation values, Soffit Walls: R F EAttic : fl Knee Wall Ceilings:. R vaulted R-21- a r+° F-1 F71 Fireplace Floor joist size:❑ 2x10 [52x12 �3 � El Bathtub Energy Star fan: 4 Yes Q No F�t, Sill Plate Routh duct test 1st: 2°d: Top Plate El El ***VERY IMPORTANT"* • The second floor interior and exterior wall top plates trust have a thick bead of caulking applied immediately prior to the installation of the wall boards. • All A/C duct boots must be sealed to the seetrock and/or the flooring material. gg � COMtVIE NTS: 1 V ot tot Iu HES Representative: M, Home Energy Solutions NEW YORK PO Box 1963 Huntington, NY. 11743 (631) 673-0664 gdlamay3@msn.com S�sieS6aer�QneH�esa�tA'li�e � INSPEC'T'ION LOG Date: 1 1 -211 Air Sealing Pass F-1 Fail Builder: Minsulation Pass F-1 Fail Address: 0 J (� )DO �L)c Lot# N/A Pass Fail �a_s F-] 1W] ❑ Garage Joist Windows U: N�'SHGC: [!I] ❑ F7Cantilever Insulation values -2 ' �.-- -�(( F-1 M F-1 Soffit Walls: R- _ F-1 F-71 FlAttic Knee Wall Ceilings: flat R- vaulted R- F--] F771 [7 Fireplace Floor Joist size: ❑ 2x10 �2x12 /q-3 O r 6 ❑ Bathtub Energy Star fan: 14 Yes ❑ No F-1F-1 Sill Plate Rough duct test 1st: 2°d: F-1 k F-1 Top Plate ***VERY IMPORTANT*** • The second floor interior and exterior wall top plates must have a thick bead of caulking applied immediately prior to the installation of the wall boards. • All A/C duct boots must be sealed to the sheetrock and/or the flooring material. COMMENTS: Cofvpc-c-- SaTA F-Ar.) T6 ouc iw 0 0'/;z� Wut t UWF MAI 13 L I HES Representative: TOWN OF S®U'1510 +..wl .,� �,L, S;, t'S �, � �' �- � .Zr:T i a. : � i x ••y � 7 '� t t + t�1 47 c ` ti > : TIMBEALIdE Hp s � - m% Z& i OF ,. ,��Is. � _.�- 1'F�t r�. ,. �c+s• Y ��,�e f y��r �, �7e a � a$ .� ;� � � "gFr"'' t t ,..r u 'a fit � t � � �p� �Py s �.l��e �"��, i 1. �, ,?g�,Gt. ,�/ -�� �1 _ �" 111f° � � � / '� .� %. 4 f .a � f P '2 ... )�. ,�„Y :M,. � i Z -.w '� _' :, �., �:_._ , . ` �1� �_. —�,: —.. �^ �� �. J {4 f . r `,r, f /; "" t,�r Vii'• � _ 1 w.. f >�W t x �yw. aPr rul. tyr_1� AF.. y • • • • COMMMNTS FOUNDATION (IST) !� f LLIf�J .1 ROUGH PLUMBING a��� tip: - Lr�;�►. ._ �� STATE ENERGY CODE ;7)W1101AW14 NA PAI i� J. ? �y r' aI LIM ► '.% lam, .���' WWAII I 1l 1 ` � •:I�O(L7�� - ���f-tit ` \✓ ,! C: TOWN OF SOUTHOLD BUILD__ING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4'sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 �r Survey Southoldtownny.gov PERMIT NO. CJ Check Septic Form N Y S.D.E C. Trustees -C O Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 13 U 20 -Mad to: Disapproved a/c Phone Expiration 20 ilding In r - NOV 6 218 APPLICATION FOR BUIL G PERMIT Date 20 INSTRUCTIONS T be completely-filled in by typewnier or in ink and submitted to the Building'hmspector with 4 � � curate p of plan to scale.Fee according to schedule. _- b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises of public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on thepremises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector • issues a Certificate of Occupancy f.-Every building permit shall expire if the work authorized has not commenced within'12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been-enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for`an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Budditig Permit pursuant to the ' Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws;Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein descnbed:The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulatiotis;and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises l Q,(� l 11 n I1 L I J�ir (2(� (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. • M P kt as Other Trade's License No: 1. Location of land on which pro osed work will be done: A ?_ D&C) P0[P_ -KC tic 9 House Number Street Hamlet County Tax Map No. 1000 'Section 1 ` Block ! Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed'construction:• ' a. Existing use and occupancy Sl calf- 4AMI, b( uP�,�l o o b. Intended use and occupancy g t nQ l P 1 l�'1 i l 0 ( I f) i U Yl Q 3. Nature of work(check which applicable):New Building Addition V Alteration I/ Repair Removal Demolition Other Work ),5m (Description) 4. Estimated Cost IG 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 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of.existing structures;if any:Front Rear Depth Height a© Number of Stories r Dimensions of same structure with alterations or additions: Front -� •, Ff s Rear.�r` Depth 3q ' Height ;z,S Number of Stonesi @ t».®8 L�. j 8. Dimensions of entire new construction:Front -, Rear 9 Depth a i Height Number of Stories ` 9. Size of lot:Frontl©'9 F-- Rear /®O f Depth J 10.Date of Purchase ,.�Vltl e Z2 A Name of Former Owner iV i 1A A-J/V /t 11.Zone,or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES � NO__)e 13.Will lot be re-graded?YE S4-NO Will excess fill be removed from premises?YES NO lSS".i' 14.Names of Owner of remises P P�'!"O address Phone No. Name of Architect Address Phone No [-n?r '7 � � Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal-wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C:PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If'elevation at any point on propery is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Con-I Y(A c 4y r (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith Sworn to fore me this ANNIE E.ESGRO l opW day of Nji) C MUS(20 NOTARY PUBLIC,STATE OF NEW YORK Registration No.01ES5079083 Quint,led to Suffo%County Notary Public, Signature of Applicant commission Expires 11Jay l9,2019 Scott A. Russell ,�� � STOIKIMMAT)ER� SUPERVISOR ���� �.A\(Gf\ )E�]HEN T � z SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of SO u th o l GL CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ' _ i 0�A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. f ❑UJ/B. Excavation or filling involving more than 200-cubic yards of material within any parcel or any contiguous area. E]EQ/C. Site preparation on slopes which exceed 10 feet vertical rise to i 100 feet of horizontal distance_ ❑[}' D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El[/E. Site preparation within the one-hundred year floodplain as depicted on FIRM Map of any watercourse. 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. — -- - -- S.C.T.M. 1000 ate: APPLICANT: roperty owner, ign Prof tonal A_o t Contractor,Other) i District NAME O r "" Section Block Lot FOR BUILDINIG DEPART,ti-IEtNT DISE ONLY Contact Information (✓cJ f VJCA — .Tdcpnonc�111n�C11 Reviewed By: Date: Proert Address/ Location of Construction Work: i Approved for processing Building Permit. — — — Stormwater Management Control Plan Not Required. ® e Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review-) FORM SMCP-TOS MAY 2014 ��5 �y1FFa1,t�, BUILDING DEPARTMENT- Electrical Inspector 14oy �� TOWN OF SOUTHOLD n Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 AQP roger.richert(cD-town.sou thold.ny.us qp �a~ FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: a�h,.e.u.� g Cec, Name: ' ince"+ �P A� $S C�-C Cfv'(CU l l i'1 C Cory) License No.: email: Address: oX 6 3 6 6, Phone No.: ,JOB SITE INFORMATION: (All Information Required) Ir Name: Address: ' S �R-� �01z d . - tJL n l l Cross Street: Phone No.: Bldg.Permit#: y`3�S�O email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) io U6- Circle All That Apply'. Is job ready for inspection?: YE / Rough In Final Do you need a Temp Certificate?: S I NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: �A # Meters�_ Old Meter# New Servi ire Reconnect- Flood Reconnect- Service Reconnecte =Underground Overhead # Underground Lateral 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT,-DUE WITH APPLICATION (\ 82-Request for inspection Form.xls �4�SufFoc,��o a Gym BUILDING DEPARTMENT-Electrical Inspector C x TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802-FAX(631)n765-9502 Temporary Certificate # �6 Date /w I L 2019 Customer Name 14 Gi/tp 1,1C Electrician Name ykrt e&,, ge- p� Address ATT�7u— <, Phone e-mail e-mail Phone License# d 2— � Size 1,0D A Phase Overhead Underground per¢ #of Meters Remarks RCS-{ejUr _Ick 5LLGc: !y� 61-4�Tx7— #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is val' for days from the date above. Authorized by - . O�SUff at�CPG Town Hall Annex �� • y Telephone(631)765-1802 .54375 Main Road Fax(631)765-9502 P. O. Box 1179 ti x Southold, NY 11971-0959 ^i BURLDING D'EPARTM'ENT. ___ NOTICE OF UTILIZATION OF TRUSS,TYPE id-ON STRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION'ANWOR;TIMBER CONSTRUCTION ` Date: Owner:'_ l W� I Location,of PropertyC rut Please,take notice that the{check'applicabfeline): New commercial or resid:erital;'structure Addition to,existing comniercia['or residential st`cucture Rehabilitation` o:an existin <:.cornmercial or residential:structure :c to be.constructed,& performed at the subkf*property reference above wili"ggi�:e (check applicablb,Iine): :d Truss"type;construction (TT) Pre-enineered:wood'construction (PW) Timber constructiori:(TC}a,'_;. { in the following location(s) (check-applicable fine): Floor framing, including girders and beams (F) _ Roof framing (R) Floor.and roof framing ). Signature: ` Name (person submitting this form): Capacity(check applicabie,line): Owner Owner representative TrussRegl5.docx Effective 1/112015 ��-- 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 e , 1/2" The construction type . STROKE designation shall be 661799 6611579 661117!9 "W"or 66v77 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TRIPE CONSTRUCTION a L6F`» FLOOR,FRAMING, INCLUDING ■ ® GIRDERS AND BEAMS - R F20OF-FRAiV11N-G-- -_ - - - �cFR" FLOOR AND ROOF FRAMING STANDARDS AND CODES SURVEY OF PROPERTY SITUATE MATTITUCK TOWN OF SOUTHOLD kp � <6 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 115- 14- 18 0� 1� o SCALE 1 "=20' 4,* APRIL 4, 2018 1100. NOVEMBER 8, 2018 ADD PROPOSED ADDITIONS 30A � AREA = 15,000 sq. ft. �l�y�� 0.344 ac. 911A { s -211 n o - •����Y��rd o moo CIO ccoF�GP�ie���c� `F Al Or. o 00 o .y yn 0jO�O\ F . a < e o. opo S \ i �y "O �o� s� a o a o �o �F2� \\ `�` O. CERTIFIED T0: 4 oyo o a e� C A d ti ��� ��o`n4� \ s• GUY PERRONE a q a ���o e �O� �1 9�p CHRISTINE PERRONE �Oo c �Q n a \ S�-�� s s'yc�y 6 ' ADVOCATE'S ABSTRACT, Inc. m �G� STEWART TITLE INSURANCE COMPANY 4 2J \\ g oG CONTINENTAL MORTGAGE BANKS Inc. d/b/a FINANCIAL EQUITIES \\�F a / A PREPARED IN ACCORDANCE WITH THE MINIMUM v c• 0E R y !� oc��n I `� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED y NO OQ,p s o F G� BY THE L.I.A.L.S. AND APPIi,OVED-AND ADOPTED FOR SUCH USE BY EW Y RK STATE L4ND TITLE ASSOCIATION. 0� Nk - C O np. AF OVERN�.O� F. , � � � rT••�t� ® • A9• P¢ o ho y�F •' 50467Y i a �EL `8d tl e 1� Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION 1*� TO THIS SURVEY IS A VIOLATION OF X%5 �p�L+ SECTION 7209 LAW.OF THE NEW YORK STATE EDUCATION LANathan Taft Corwin iii GRE `a S1 �� �' y�v COPIES OF THIS SURVEY MAP NOT BEARING a o 0 A A THE LAND SURVEYOR'S INOT BE C OR SI Land Surveyor � O �.� 1 I�tO EMBOSSED SEAL SHALL NOT BE CONSIDERED Q o TO BE A VAUD TRUE COPY. � u,G2 e a �F O,. ?� G� CERTIFICATIONS INDICATED HEREON SHALL RUN y� J ONLY TO THE PERSON FOR WHOM THE SURVEY o IS PREPARED, AND ON HIS BEHALF TO THE n c TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- n TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 v OFFICES LOCATED AT MAILING ADDRESS C THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.0 Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 38-079-1 - I -a rift baf5 SURVEY OF PROPERTY p� SITUATE MATTITUCK �y G °y� TOWN OF SOUTHOLD " F�ell-�. d SUFFOLK COUNTY, NEW YORK <�o ,, S.C. TAX No. 1000- 115- 14-18 1 Flo e 01, SCALE 1 "=20'tiy� APRIL 4, 2018 'J yy0 0 d ��?� NOVEMBER 8, 2018 ADD PROPOSED ADDITIONS DECEMBER 24, 2018 FOUNDATION LOCATION �y F 1�0 AREA = 15,000 sq. ft. 0.344 ac. 0� r�O OJ/ s y se`s N/Fo/r�`O� �� ti 00 0y / 0 o f F` G Jo p' iS. 010 o J �y 0 GtiyC� 61. .2 GVR� r�Ad n t(�aG Q° 'np I _ o�y °D y SP`' �� O �,FpG vo Ft^ d v yp 60 O p� 0. oG SGS gPseNe l�9 °y�1 I �' SS V C a � CER TIFIED T0: v O� o < 0y p< / O O GUY PERRONE �i aa 9 o 9 CHRISTINE PER RONE CLEANOUT O ADVOCATES ABSTRACT, Inc. m �O, QAq yo �� ` c� STEWART TITLE INSURANCE COMPANY o J a, G� ?� CONTINENTAL MORTGAGE BANKS, Inc. d/b/a FINANCIAL EQUITIES v a J n A"JO• PREPARED IN ACCORDANCE WITH THE MINIMUM O O �',y I ` STANDARDS FOR TITLE SURVEYS AS ESTABLISHED v y Go2C, s. p \ I EFaGE n BORTSUCHHE I US13YTHENEWVYORKED NSTATE ADOPTED E LAND v v TITLE ASSOCIATION. v 1i •� 6'. pp�P —OF NL RES ���` O �D W� GF f D f 'I' d / / y C� No. 50467 *I�I UNAUTHORIZED ALTERATION OR ADDITIONTO THIS SURVEYper• Jci �5 �,�p�I+ OF SECTION 7209 OFSTHEV NEWVIOLATION STATE Nathan "'I"`'ift o'r w i n i i i REQ `a 4 Y�'`� EDUCATION LAW. o COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR O v °^ O �O EMBOSSED SEAL SHALL NOT BE CONSIDERED an Surveyor oG TO BE A VALID TRUE COPY. •OQ, yoCERTIFICATIONS INDICATED HEREON SHALL RUN G y� 04 % ONLY TO THE PERSON FOR WHOM THE SURVEY e G, IS PREPARED, AND ON HIS BEHALF TO THE TITLE GCOMPANY, GO ENEON, AND GOVERNMENTAL AND Title Surveys — Subdivisions — Site Plans — Construction Layout a J TO THE ASSIGNEES OF THE LENDING INSTI- A TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 v OFFICES LOCATED AT MAILING ADDRESS e THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P 0. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 38-079A w; REScheck Software Version 4.6.5 Compliance Certificate 0 ARC,y�T Project Perone Residence �� rd Re , F ° ndG� 0 �A Energy Code: 2015 IECC 41J Location: Southold, New York e , Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) 041A9� Permit Date: w9T Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1825 Deep Hole Drive Guy Perone Raymond Renault Mattituck, NY 11952 1825 Deep Hole Drive Raymond Renault Architect Mattituck, NY 11952 PO Box 284 6317670899 Shelter Island, NY 11964 creativestairs@optonline.net 6317213443 Renaults@optonline.net Envelope Assemblies Gross Area I Cavity Perimeter R Value Ceiling 1: Cathedral Ceiling 2,702 44.0 0.0 0.024 65 Wall 1:Wood Frame, 16" o.c. 1,830 21.0 0.0 0.057 88 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 189 0.250 47 SHGC: 0.17 Door 1: Glass 98 0.290 28 SHGC: 0.29 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,844 30.0 0.0 0.033 61 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 b the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements li i ction Checklis Int It" As V2 W Na e-Title S' ature to Project Title: Perone Residence Report date: 11/03/18 Data filename: Untitled.rck Pagel of 9 REScheck Software Version 4.f.5 Compliance Certificate ., 7 I Project Perone Residence MAY f 1 5 2019 Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family A`�.b° '�1.`1 _a.i v+.�fin.!Yi tJ ✓''..+,;.� Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1825 Deep Hole Drive Guy Perone Raymond Renault Mattituck, NY 11952 1825 Deep Hole Drive Raymond Renault Architect Mattituck, NY 11952 PO Box 284 6317670899 Shelter Island,NY 11964 creativestairs@optonline.net 6317213443 Renaults@optonline.net 0 - Envelope Assemblies Assembly, or U,-Factor, UA Pe meter R-Value R-ValUe- ri Ceiling 1: Cathedral Ceiling 2,702 44.0 0.0 0.024 65 Wall 1:Wood Frame, 16"o.c. 1,830 21.0 0.0 0.057 88 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 189 0.250 47 SHGC: 0.17 Door 1: Glass 98 0.290 28 SHGC: 0.29 Floor 1:All-Wood joistfFruss:Over Unconditioned Space 1,844 30.0 0.0 0.033 61 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 t the 2015 IECC requirements in RESc ec Venrs�iion 4..6.5 a d to comppynwith th andatory requirements list d in the eck Inspection Checklist. Name-"Title, Signature Date Project Title: Perone Residence Report date: 11/03/18 Data filename: Untitled.rck Page 1 of 9 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and I i❑Complies ;Requirement will be met. 103.2 documentation demonstrate '❑Does Not [PR1]1 ;energy code compliance for the 3 ;building envelope.Thermal i❑Not Observable lenvelope represented on } ;❑Not Applicable ;construction documents. i 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate 1 #❑Does Not 403.7 energy code compliance for I [PR3]1 'lighting and mechanical systems. i )[]Not Observable ; g� `Systems serving multiple I '[]Not Applicable ;dwelling units must demonstrate ; `compliance with the IECC Commercial Provisions. 3 302.1, 1 Heatingand cooling equipment is; Heating: 1 Heating: ;❑Com lies ;Re uirement will be met. 99� 9� P q 403.7 sized per ACCA Manual S based Btu/hr� Btu/hr� ❑Does Not [PR2]2 on loads calculated per ACCA / j ;Manual]or other methods CoolinBtu/hrg Btu/hr / ;❑Not Observable `approved by the code official. 1 1 �TT� ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Perone Residence Report date: 11/03/18 Data filename: Untitled.rck Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Re .I D 303.2.1 1A protective covering is installed to I❑Complies ;Exception: Requirement is not applicable. [FO11]2 protect exposed exterior insulation !❑Does Not U land extends a minimum of 6 in. below 1 ;grade. :❑Not Observable ❑Not Applicable 403.9 {Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 installed. :❑Does Not U ; ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Perone Residence Report date: 11/03/18 Data filename: Untitled.rck Page 3 of 9 L Section Plans Verified Field Valud Verified `# ' Framing:/RValue bugh-In inspection Complies? " Comments/Assumptions. e e. - s 402.1.1, ;GlazingU-factor(area-weighted 1 U- _!J- ; U- ) ;❑Complies ;See the Envelope Assemblies 402.3.1, average). I❑Does Not ;table for values. 402.3.3, 40: ;❑Not Observable [FR 2]1 ;❑Not Applicable i , 303.1.3 M U-factors of fenestration products is .„ . ]Complies ;Requirement will be met. [FR4]1 !are determined in accordance f !❑Does Not ;with the NFRC test procedure or ! _ I ;taken from the default table. -.,'[—]Not Observable ; !❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier ` , ;❑Complies ;Requirement will be met. [FR23]1 'installed per manufacturer's PDoes Not J instructions. r )[]Not Observable �❑Not Applicable 402.4.3 ;Fenestration that is not site built ;• #❑Complies ;Requirement will be met. [FR20]1 its listed and labeled as meeting i !❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 5❑Not Observable ; ,400 that do not exceed code ❑Not Applicable llimits. I_ 402.4.5R IC-rated recessed lighting fixtures! ;❑Complies ;Requirement will be met. [FR16]2 ,sealed at housing/interior finish i❑Does Not ;and labeled to indicate:52.0 cfm !leakage at 75 Pa. !❑Not Observable ❑Not Applicable 403.3,i `Supply and return ducts in attics !` 3❑Complies i Exception: Ducts located [FR12] insulated >= R-8 where duct is - ?❑Does Not completely inside the >=3 inches in diameter and >_ ; ❑Not Observable building envelope. ;R-6 where< 3 inches. Supply and; return ducts in other portions of ;❑Not Applicable ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. 403.3.5 ;Building cavities are not used as - ;[]Complies ;:Requirement will be met. [FR15]3 ducts or plenums. a❑Does Not !❑Not Observable j ;❑Not Applicable 403.4 , 1 HVAC piping conveying fluids R-_ ;❑Complies ;Requirement will be met. [FR17]2 !above 105°F or chilled fluids !❑Does Not below 55°F are insulated to >_R- ! ! ! Q) • ; ; ; !❑Not Observable ; i3. ;❑Not Applicable 403.4.1 Protection of insulation on HVAC C j❑Complies ;Requirement will be met. [FR24]1 !piping. !, )❑Does Not ! J ! 1 , ❑Not Observable ! .,❑Not Applicable 403.5.3 ;Hot water pipes are insulated to ; R- 3 R-3 ;❑Complies ;Requirement will be met. [FR18]2 !>R-3. ! PDoes Not ❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are; '❑Complies ;Requirement will be met. [FR19]2 ';installed on all outdoor air ' J❑Does Not intakes and exhausts. 1 ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12.1 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Perone Residence Report date: 11/03/18 Data filename: Untitled.rck Page 4 of 9 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Perone Residence Report date: 11/03/18 Data filename. Untitled.rck Page 5 of 9 Section Plans Verified Field Verified # insulation Inspection Value Value Complies? Comments/Assumptions & Re .IU 303.1 ;All installed insulation is labeled I )❑Complies ;Requirement will be met. [IN13]2 or the installed R-values i ❑Does Not provided. I I j - ;❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R-`�j O R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;[Wood Wood ;[]Does Not table for values [IN1]1 ❑ Steel ❑ Steel �❑Not Observable 49) ❑Not Applicable I I I 303.2, ;Floor insulation installed per ; ❑Complies ;Requirement will be met. 402.2.7 manufacturer's instructions and r i❑Does Not [IN2]1 ;in substantial contact with the j :underside of the subfloor,or floor ;❑Not Observable ; framing cavity insulation is in I ;❑Not Applicable contact with the top side of s Esheathing,orcontinuous ; I insulation is installed on the I i underside of floor framing and f ;extends from the bottom to the ;top of all perimeter floor framing members. a 402.1.1, 'Wall Insulation R-value If this is a; R- R- I ;❑Complies ;See the Envelope Assemblies 402.2.5, I mass wall with at least 1/2 of the Wood Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall Mass I❑ Mass '❑Not Observable ' [IN3]1 exterior,the exterior insulation ; Steel ❑ Steel requirement applies(FR10). ;❑ ;❑Not Applicable ; i I � I I 1 i i I 1 i I I 1 1 303.2 ;Wall insulation is installed per ;❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ,[]Does Not I I ❑Not Observable ' t ;❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 12 IMedium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Perone Residence Report date: 11/03/18 Data filename: Untitled.rck Page 6 of 9 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Ceiling insulation R-value. i R- YV R- ',❑Complies ;See the Envelope Assemblies 402.2.1, i i J Wood Wood !❑Does Not ;table for values 402.2.2, ❑ Steel ❑ Steel !❑Not Observable ! 402.2.6 [FI1]1 I ;❑Not Applicable i 303.1.1.1, ;Ceiling insulation installed per []Complies ;Requirement will be met. 303.2 ;manufacturer's instructions, ❑Does Not [FI2]1 Blown insulation marked every ; ;300 ft2. ( []Not Observable ! []Not Applicable ; 402.2.3 {Vented attics with air permeable { ; '❑Complies !Exception: Requirement is [FI22]2 !insulation include baffle adjacent I ❑Does Not :not applicable. to soffit and eave vents that ❑Not Observable ;extends over insulation. ! IE]Not Applicable ; 402.2.4 ;Attic access hatch and door ! R- R- I❑Complies ;Requirement will be met. [FI3]1 !insulation>_R-value of the ❑Does Not (adjacent assembly. ! ' ;❑Not Observable ❑Not Applicable 402.4,1.2 E Blower door test @ 50 Pa. <=5 ACH 50 = 3 ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 tach in Climate Zones 1-2, and !❑Does Not <=3 ach in Climate Zones 3-8. !❑Not Observable !❑Not Applicable 403.3.4 j Duct tightness test result of<=4 cfm/100 cfm/100 !❑Complies Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not chandlers are located within <=3 cfm/100 ft2 without air ;conditioned space. handler @ 25 Pa. For rough-in j ❑Not Observable tests,verification may need to ! :❑Not Applicable !occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested tocfm/100 cfm/100 !❑Complies ;Exception:All ducts and air [FI27]1 !determine air leakage with ftp ft i❑Does Not !handlers are located within either: Rough-in test:Total ;conditioned space. ;leakage measured with a 1❑Not Observable ! :pressure differential of 0.1 inch ! !❑Not Applicable lw.g. across the system including ! ! !the manufacturer's air handler 1 enclosure if installed at time of ! ! ! test. Postconstruction test:Total11 ! leakage measured with a !pressure differential of 0.1 inch ! ! ! lw.g, across the entire system ! including the manufacturer's air ! !handler enclosure. ! ! 403.3.2.1 ;Air handler leakage designated ❑Complies !,Exception: Requirement is [FI24]1 by manufacturer at<=2%of Ii ❑Does Not !not applicable ;design air flow. 11❑Not Observable ; r ;❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies !Requirement will be met. [FI9]2 hnstalled for control of primary ❑Does Not ;heating and cooling systems and initially set by manufacturer to f []Not Observable !code specifications. ❑Not Applicable 403.1.2 ;,Heat pump thermostat installed ❑Complies !Requirement will be met. [Fl 10]2 !on heat pumps. ( ❑Does Not i f t i ! 4 IE]Not Observable [ ❑Not Applicable 403.5.1 ;Circulating service hot water ; 10Complies ;Exception: Requirement is [FI11]z !systems have automatic or € ❑Does Not not applicable. !accessible manual controls. ! ( ❑Not Observable ! } ti❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Perone Residence Report date: 11/03/18 Data filename: Untitled.rck Page 7 of 9 1 � Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 403.6.1 !All mechanical ventilation system ; ❑Complies ;Requirement will be met. [FI25]2 Mans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ;and airflow limits. "[:]Not Observable ; i❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies ;Requirement will be met. [FI26]2 :through one-or two-pipe heating 1 ;❑Does Not ;systems have outdoor setback ,control to lower boiler water ; []Not Observable , temperature based on outdoor i ;❑Not Applicable ;temperature. 403.5.1.1 ;,Heated water circulation systems ; ;❑Complies Requirement will be met. [FI28]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 I i pumps start the pump with signal ;for hot water demand within the ! ; occupancy.Controls i 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 ; i❑Complies ;Requirement will be met. [FI29]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 i❑Complies :Requirement will be met. [FI30]2 have recirculation pumps that ❑Does Not I pump water from a heated water ; supply pipe back to the heated ; []Not Observable Iwater source through a cold i ❑Not Applicable !water supply pipe have a , ;demand recirculation water ; !system. Pumps have controls ! :that manage operation of the !pump and limit the temperature ! ; !of the water entering the cold ! ! ;water piping to 1049F. ! 403.5.4 ;,Drain water heat recovery units ; ,❑Complies :,Exception: Requirement is [FI31]2 !tested in accordance with CSA ;❑Does Not :not applicable. 1855.1. 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 i ! heat recovery units < 2 psi for i !individual units connected to !three or more showers. 404.1 ;75%of lamps in permanent ;❑Complies ;Requirement will be met. [FIG]' Mixtures or 75%of permanent ! i❑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 :Exception: Requirement is [FI23]3 !no continuous pilot light. ! ! ❑Does Not :not applicable. ! i U ! }❑Not Observable ; !❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title- Perone Residence Report date: 11/03/18 Data filename: Untitled.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 401.3 ;Compliance certificate posted. i I 10Complies ;Requirement will be met. [FI7]2 { l f!❑Does Not )[]Not Observable ❑Not Applicable 303.3 ;,Manufacturer manuals for f :❑Complies ;Requirement will be met. [FI18]3 mechanical and water heating 1❑Does Not :systems have been provided. ( ;❑Not Observable j �❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Perone Residence Report date: 11/03/18 Data filename: Untitled.rck Page 9 of 9 C2015 IECC Energy �(j Effidency Certificate . . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 44.00 Ductwork (unconditioned spaces): Door fttih� Window 0.25 0.17 Door 0.29 0.29 •. Heating System: Cooling System: Water Heater: Name: Date: Comments Building Area Legend 11-1114" 86-5 5/4" F Existing VIF New Addition -------New_W x a Flush ,rder_ -- New R/O Porch New 8x 16 --• Grawlspace —- •—•_- Vent with I , Line of Stairs to Grade Above Insect , 2x8 AGO Ledger Bolted 0 1 Leader Location Above g � Existing Concrete Stair and Screen (typ.) --------i 16"o.c.with 5/8"Dia. Lag Bolts i ----`- walls to be removed, fill in - -- - - ----------- _ --- ° ' „• �a -- - - -- - = wal l 9 _ �o 3Oo - - - existing concrete - - , - .. . • - � required to match ------------------- ------------ ---------� ' New 6 x 16 Crawls ace Vent - -- -- I r __ - - - -_-- - Building Area Legend 19' -1 1/4" 36-5 5/4" Existing VIi= New Addition v� •' tl New R/O Porch �. L -----New-(2)2x 8 Flush AC-0 e-lyder------i ^, New 8x 16 ---- (/ -—•—- Grawlspace —- Vent with 1 1 Line of Stairs to Grade Above Insect 1 2x8 A00 Ledger Bolted 0 i Leader Location Above Screen (typ.) I Existing Concrete Stair and - 9 �9 16 o.c.with 5/8"Dia. Lag Bolts 1 _ _ Walls t0 be removed,fill in _ - ---------- � - - existing concrete wall as - o required -to match existing. _--- -----_- -__- I -------------------------------- ---------� 4' 1 M • New 8 x 16 Crawls ace Vent -- -- -- ------ - — Proposed Addition to: �,,§v� ���° e '��•� " �g on` F t000% ��A rero, ne me !Bidence x 5 500 11' 20" E 100.0 © 1525 Deep Hole Druce , Mattituok New York ....... ...... . _,...� NT"9 a 04119 -{per r� 'p � v ro L� rf frY' ,a+�c r r.".� ` N""u� r,{ ��. -, QF N ',RX,. $...y'n ,A,R,,,AO,4._•,�V 6�' ".•rY.� v.A+rt',`` `' v w ~`r'.'!,''8 I AE P t— ni. ., ,. _ '• V a a� 4.,-. `� � �- �'� y�•. -� � tip �+`�o'� F�'°�.�!: "�-?�:d' � . �.r.- ;. - _;,;.;-: :�,��_. +."��-`� '=� .��;� ;� „ � �'• �-' QQ`OG�S�GP'� YV,r-iii ;•"I,a,i�. t•'� . �-.._- . , .'.� � 1-; „ to -�W,'• � .;<a �-��.. ��,�� ,���,'� +y�.. ,,. _ .irp3-ez'.�. •;'�»•'�: itis\ w` t,,,-'`! I.:�c; ■� COMPLY WITH ALL CODES OFlie pFF PS��� I NEW YORK STATE & TOWN CODES O 0 WS-OF W'. rw - _ REQUIRED AN s 70 'Al � .t d�`+' in Q www° 't \i/ W lANP11NGBOARD Z • 4, +, ,A�,w„ L41- Ail e'a.. __"'- - . .. __......«._.. . - - nr~ .ten � .Y _. ._..,- _ �{ �a:,; 1% T - w ,, _ _ J}� F (�/���C i� TRUSTEES ,,"�a51` --�.-;'i`'Lr�,'q#f,.2':,,,.. Js ._. nehMrA!1 e,rs..o .,....,.M% i - ._.-_.�.,.,» �, r .A`. t. ' •y „'�°`,w°�,Q• I I ,7W Y1 Q .. Y.. �. ,,X� +�+' w g �,_,g. F •�,r+ - `ft,�.•±a%',{ �t .�; *` :.i' i »th�l, ;'.Jt r O .asy _ f 'a ". �? .�:f: .,•K a�. F,+ �rt' EC , ''�": W y,c2a•.�j,' y,,�"!n - a ?' 'k. s as`; - ,� ,,,1 <d ry,.[J, a 3.,k•,•�,.�)r�'.� «.. .+'9„ �,.,,k,C N. .\/ LO ,},J ,_",•..8 ,: A'�'*`��•T,..:;>r+i+-t.;t .''�T;t4 y.f. F,� r.y k. .4 °'1 * Y'ar..�•;. �:.�g' �. `v M1 k ,tis•.,.•Tij�:�:f;•.a "�/ ..»{,` •,:y..,. .;'�' �3:,'�'�4i i=;,�;x',?}s;�S-"4t�"`vr -",aq ,'� 3t y "l.E :i �:�f;.."°s.,a•:^;:� ��•M:, �.- ;�rr: :ssAy,^C :.; .r w r�,•.'�y s-`'� `A`' ;N �„ ' A•�y f'9..� ��, d3r.�.1�`'::Y` n. `f. rn;�'";�. .. ` %i'• s '4 _ 9 S -.N� n.»r �..�i�'/?G* a .F 4�.,-r aYl,�{ t'i ."j'�h t•C .,t,:t�.� \ Y •F� .h +C; 1.Av pya a :hr ate. . �, •% e....... µ �` ••n d +- 'i -_ .i w,� ::� .i,'s�'!4. #, f/ su"Ft s.ik '�''-,b�., `3' I .: 9 - /�\ f f` s.- .•� as ',3w _ .�, _.! ` ;r g. ,v. <`" #b.vK ''�! t. •, „I+'r.�•-• t W --`— -�, a - • + s' t1a�- '^�".`�t,�,`•� •*. vim' <,°w 'q��y„" � �• r�-s,.�k�.. ti'»'s, I .'2.�`Yr`��.�r$•.':�,�`A . ,,, .. ,.�+ � 9 ` r +K+3 4 LI vim• .,'� -ewrtld�iaF.:! 1 •{ y'a k' I '1` SArn �'t P •A h!t f' •,� t 4• 4 .1. � 1... f.:,y ,1� .`! 1,\' r. S! ba,v,I! /..: tt - - J•1>r. b' s.r.r$�.`,,:',.r• `.'><' ;'4,,.,•.•s,',. •�" '„ — . - � .- � -1 il:fnr•r;7, Vi.., j r,.,e.;t i.`�,�t,;r. .i<-' ,%�,. {f '.1 C •4rw'��tw'�{i:.:''•;,,,:tar+�:'?P,,,;:;,,�,1'''1� , §.�' w ._!,.., i .S e, 1 . - s '; si4, t'f -,, S''1a.J 1 >''e { .,•a rI 't, I g adeNew teps to !� �•IFICATION -- --------------------- i� e�jtr7lt _ _ COQ°J]EIWT BEFORE Demolished -7CATE OF OCCUPANCY ZI > - , .. 4, ,�...-..,. `.a..n ,� _'.,.»" �Y�!;,.�*33Ew,•,'i'.,sk-'.4"•4s'rt�.��"}!".v.1i FaT�:q"i`.•-;,'.i�,:a;ji.,t iii.'aJ�.I,rt,�.I,I''a•�`irry,'4F,pF�,:..;�,+1 fe£+`f�"a���y4i,a'}t,„�,."',S'y4e.,a;k,i.Y,1 a�a`tiQ�`x@�9."t�i'�C',,�i�Si;�;rI.�.,1F-.ka�\,'1,��.�q, -i' New 123 5F 1 SunroomStory Addition, I I � ' 1' 7,r�a R, �tI Expanded Family Demolished ROOM Exterior Stairs SYSTEM, CANNOT 22.2 USED IIV WATER 'N �sb { ' I to ` - =;. Cellar r,VEEt�1J10 OF 1% LEAD. (� •..'�.«. r ..�, Existing Carport — V b to be demolished i IPLUMBING. F._L PLUtieIB,r14,, .G'WASTE , -,..l,.,n �''Ci'�Ji'IGG TOVER1i1G t S,: t,via i k {.+ % 1 ,I r• I lji L. i f � / I' .2 GORE INFORMATION f �, 9 New Cellar entry S ;rTC FF { , ;Ii,,: ,,-, ,, +, 4. IYt f .II �� ,r, � : �'�i , - I{`. , ll .t''� .i' `SII I �T�Mil -P'tR Y�4'AI L� NJ V 1 � CLIMATIC SND GEOGRPHIG DESIGN CRITERIA 5UFFOLK COUNTY I Existing 1'Stbr �. , . FL,, ,!� sTo�E` J�,° THESE CON5TRUGED TION DOCUMENTS WERE PREPARUSING THE E PUII SUNJ TO CHAPTER 236 BUILDING 4 RESIDENTIAL GORE OF NEW YORK STATE(2010 EDITION) IN I I " + f', {yt , DE. L SUBJECT TO DAMAGE FROM /� �,�' WIND WINTER ICE SHIELD AIR '' 01= THE TO�JN CO a _ GROUND SEISMIC FLOOD CONJUNCTION W/THE PRESCRIPTIVE DE516N OF THE WOOD FRAME '- SNOW DE516N FROST LIN -DE515N UNDERLAY-MENT HAZARDS FREEZING LOAD SPEED (MPH) CATEGOR W>=ATHI=RWNG DEPTH TERMITE DECAY TEMP REauIRED INDEX CONSTRUCTION MANUAL FOR ONE 8 TWO FAMILY PNELUN65 (2001 I // EDITION) ASCE I /,t I I, # r' / / fi'I, , I 1 I t' I t r , t t ,1 I Qj l�a5f 130 -- ------ , , / G 5EVERE 3 FEET MODERATE TO HEAVY YE5 11 YE5 NO 5gq/YE5 THESE ENERGY CONSERVATION CALCULATIONS WERE PREPARED : I' L USING THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW I Minimum Uniformly Distributed Live Loads : Table R301.5 ALLOWABLE DEFLECTIONS OF STRUCTURAL MEMBERS Table R3o1.'7 YORK STATE (2010 EDITION) 1 I New 183 5F 1 I Story Roofed U5E LIVE LOAD DEAD LO Q� ' I over Porch STRUCTURAL MEMBER ALLOWABLE DEFLECTION 1 O .- Exterior Balconies 60 p5f 10 p5f Rafters having slopes greater than V180 General Note: I Addition I ��-o f 3/12 w/no finished ceiling attached to rafters ' I I C I i i ;a Decks 40 p5f 10 p5 1. The mechanical system shall be installed in accordance with Chapters � N passenger Vehicle Gara e5 510 p5f as per plan 12-24 of the Residential Code of New York State. `, I 34,2 I g � Interior wall � partitions H/180 �L � � � ,�, .1, :,;,L�;; _, ATTICS without Storage 10 p5f 10 p5f 2.The plumbing s stem shall be installed in accordance with Cha ters O I 7 I Floors d plastered ceilings. L/360 p g y p O �,�� ��� New 3-755F 1 21 b 4— W ATTICS with Storage 20 p5f 10 p5f 25-32 of the Residential Gode of New York State. Exp Addition, All other structural members V24o L.�... 1 y ROOMS other than sleeping rooms 40 p5f 10 p5f 3. Electrical equipment and wiring shall be installed in accordance with 4-- W _ Expanded U Exterior walls w/plaster or stucco H/360 Bedroom/Entry _ Sleeping Rooms 30 p5f 10 p5f Chapters 33-42 of the Residential Code of New York State. � � I ,� Existing Walkway � W y Exterior walls-wind loads with brittle finishes V240 (� 1 b __ _- to be removed I __ Q Stairs 40 p5f 10 p5f 4. Exterior windows and glass doors shall be installed In accordance I I Q Guardrails and Handrails 200 p5f 10 p5f Exterior walls-wind loads with flexible finishes L/12° with Section-R6135 All glazing shall comply with Section R308, i?OOFS : Note: 5. In all framed walls, floors and roof/ceilin s comprising elements of T U co �}, Live = Ground Snow Load Ad justMe is 20 p5f L=span length, H=span height. 9 P 9 Ul d as per ASCE '1 30 p5f 10 p5f a.The wind shall be permitted to be taken as 01 the building thermal envelope,a moisture vapor retarder shall be I r , � � times the component and cladding loads for the installed on the warm-in-winter side of the insulation in accordance with Z Z I I o V purpose of determining deflection limits herein. Section R318. i Existing Driveway Q' I ( to Remain I U) b. Wall and ceiling finishes shall have a flame-Spread classification of Q 0 44 not greater than 200 with a smoke-developed Index of not greater 1 I r- N Building Pen-nit Set than 450 in accordance with Section 8315. I 1. Insulation shall have a flame-spread index of not greater than 25 with 1 200.00 0 Sheet a Smoke-developed index of not greater than 450 in accordance with i N 500 11' 20” W 100.0' Number Sheet Name Sheet Issue Date Section 8320. L _ _ _� — — — — — — — — _ — — — — — — — — �J C A001 Cover5heet 2015.11.02 8. Interior wall covering shall be in accordance with Section R102.3 and Q Z d exterior wall coveringshall be in accordance with Section 8103.4. A100 Foundation Plan /Area Plans 2018.11.02 Legend: � A101 First Floor Plan /Roof Plan 2015.11.02 9.Asphalt shingles shall be Installed in accordance with Section R1105.2. New Addition t ' I C A20o Exterior Elevations 2015.11.02 W N A500 Building Sections, Window and Door Schedules 2015.11.02 10. The fireplace and chimney shall be constructed in accordance with El Existing to Remain A500 Typical Details 2015.11.02 Chapter 10 d 24 of the Residential Code of New York State. L A501 NY5RO Notes 2015.11.02 n A502 Plumbing Schematic / General Notes 2015.11.02 �t A503 Structural Detali5 2015.11.02 A504 Air Sealing Details 11/03/15 not Pian information obtained from: � U) A505 Air Sealing Details 11/03/15 Survey Prepared by 1Nathan Taft Corwin III O CJ' M 1586 Main Road00 Jamesport NY 1194'1 Deep Hole D r i Ye N (y) 631.12-7.2090 ` Survey Dated: 4/4/2018 O N Note:SCDHS �— t Q No Increase in Bedroom Count,This renovatilon expands co O 1 e an already existing bedroom 1 U 10'-0" Building Area Legend ��oE° F� Existing 19'-"i 1/4" 36-5 3/4" VIF New Addition �r '4119 �0 New RIO Porch New 5 16 0 •—• '�----' bbl Grawlspace Vent with Line of Stairs to Grade Above U Insect g Walls to be removed, fill in x8 A00 Ledger Lag Bolted 9 Leader Location Above Screen (typ.) 16"o.c.with 5/5" Dia. La Bolts /� Existing Concrete Stair and _ 2 b concrete wall as 300 requireexistind to match existing. �■lJ■�) 1 _ New 8x 16GrawlspaceVent -- - - -- - ----- -- ■�. a - � NeLt Gra Ispace z' � ;' I with Insect Screen (typ.) I _ _ _ _ � I Provide #5 Rebard a, 12: b I I I Provide #5 Rebard a 12: INew Addition Provide #5 Rebard 12: 1 i �c 1 o.c,vertically to joing I ( I I I I I I I I 0 o.c.Vertically to joing I 1 ° , , i I I I o.c.Vertically to joing D existing foundation to new. 123 SF >- � � ( exlsting foundation to new 1 1 2' Screed lab over m I exlsting foundation to new. Provide Karnak One Goat I 1 6 Mil Polys hylene I Provide Karnak One Goat I I I ( I I I I I Provide Karnak One Goat Waterproofing 1 - Vapor Barrier_ - ----- I --------rpt---ng---------------------- ---------------------- - - - - -------------- Waterproo ng - Wats oofi I I I 4- N -- ----- --------- - ------------------------ d, :•t• - ------,--, ,----- -,--- --- --- -- --- -,-- -------------------------I 1 f II Existing o C) U ,__i• i New i i ' ++" New i I I I 1346 SF �- Lf) ; ti' i I Gr wlspace I 1 Grawlspace I I II ++ CO CU �, i i• i A ess i i = Access � 2 i (I I New 1 1 txn ��� j i IILI Grawlspace i t �j New concrete Footing for i 2"Screed Slab over i I i = C h Gas Fireplace above,AlignI i Mll Polyethylene Vapor i I (�, with top of existing I Barrier (Remove I I foundation wall. I I Existing Slab) New 3 1/2"Dia.5-W. Steel i j 3 Quo I 1 1 I Pipe Column.Atop"of new 25,-0, -0"x Z-O"x 1'-0" Footing I 300 I u i i I i with (3)#5 Rebar Each Way Underpin Existing Slab in 2'-O" Sections i IL = ' ------------- ---- ----- I r-- I i-- i - . , - 'f-- I -� t _ _ -- ' t t t V) ° ,.a .; I . _ {�- ice— ------------------------- IExisti g (3) '2x8 Gir er' I t Existing (3)2x8 Girder "1 -I Exist ( 2x Oir er I I Existing (3)2x8 Girder I 1 Existing (3) S Girder I y New R/O Porch (15 ---_ ----_-=_--_-�-__�- --- =--- _-_---_- 1 ---- ---- 183 SF U I i j I ------- -------- ----------------- ------�----------- ------- I ( f. 1 Existing Garage Slab I I ' -\---- L - I New Addition 1 t0 Remain 1 ' 4'-0' S" 375 SF 1 I I 2'-10" Handrail as per NY5RG - -- ~ . _ '• .I, I L4 a I I I c -- I -New , I` 1`1 �x4 Fr`amed Vali• �t 1 O 5olld,PoSt-to New- 7 II f p' I Foundation Nelu (2), 36 High Guard Railing as 3� S ___�__ y I N I 1 PER NYSRG 8312 I I I I L Lv�J1Fluh Heider I, , and temover 1 ° ' I I I l I Gbnc.SlaI�;Replace er I I 300 I - I 1.-.: ! 1 ;, C% - = I '' ' • i I I I "" ' r m r_ New 3.1/2"-D:5 YV."5tee I L I .L L-------------------- - i _ .+ 1 Firs Floor Areae) ---- I II I m"� Pipe•Galumn:Atop ot`new:. i I 3.-0,'.x 3'-O' x 1'-b'},f ooti I i = E Haunch Slab Edges, se I 8- 100 ------------------- +�-----, e n 1 z I -- - - -.� :I with-(5)# Rebar Each Way � ,o a ?, --- -- --- -------- - --------- --- I f' 1.23c35 5t$elGirddr Flush t ap s I I New 3.1/2"Dia. Ste 4A' I +, Q_ �" I• ''1 �- _�' Pipe,G_ olumn'.'Atop.of,new 50�cut New Beam- � ' 1'=0" Footing Pocket, I. Gid, NeIL{?J x witfiJ5 #5 Rebar i=ackl Way regQIrg min.;. Slab Above: �' Stain T me Bearing 4" 4" 3500 P51 Poured in 5/8" Place concrete with -i I -_ it W2.9xW2.WC6x6 Wire 4` ' z I <. �� ` _ I Mesh atop of 6 Mil I. New cellar ' ,.'�;T tJ O O Polyethylene Vapor _ ,i I, �; _ ,.; . , I• r I CIS SZ a I E- =E'� 4" 3500 P51 Pciured in - Q� i �' ��' i c0 Barrier _ — r i O O � o a< ,Ltl -) � - '�la�e coh�re'I;e•uifth.- - ,, � � _ _� `R 1^l2.gxW2:WCbx6,Wirs- 'a ' N Mde5h,-atop R-5,Insulation Board '•atop of b-Mil F1' _ - - �.• - • ' ,� I ,- - ;c� - '_' -, ,- ;'c� ,- Potyethylene'�/apoF, , ,_ . , • ° ,-, _ - I,• - I � � Co--- ---- - 8" 2'-9" 8' 2'-f 5 21_111 8a '�_ b -- -- ------ -- -- -_-_ - --- I• I Q CU L ------..----------------- -----a-------_-----------------a------_--� (� LZ Top of Foundation to r , (n -0 match existing v �Y 0) < 0) c _I 0 C Foundation 0 Z a 100 1/4" = 1'-0" z 0 W -° � � N �- C Q ca N E ZCU 0 Co 2 00 C N m a �- o N o m r n. ° Line of Exl5tina5unroom to be demolished 1q'-q 1/4"VIF q'-10 5/5" -10 5/8" 5-11 1/4" 2'-8" 13'-1 1/4" 6'-10 1/2" 2'-8" 5'-2 3/4" - -- --- -- -- 041190 OP-- -- - NE - Din 21?, - - --- - - - - - - - J. 1 � O _--- -- O O` _4 1 J- O (3) 1 3/4" x 14" L Header 2.Oen1 -2x12 RR ® 16"O.G. �+ //New 2x8 RR a 16" O.C. New 2x8 RR 0 16"o.c. cathedral Gelling , cathedral ceiling ( a, I IL a '^ I t - . b b I I i eri F ey 1 r ton V, _ y b' Aluminum Half Round Gutters, Fainted Q� .L _ - -- White, Berger style roof brackets 0 0 IGA3 3ci IG 333q I �- - rn 8' I I I IAWN 52 IGA 347 IG 3347 _ - - I - -- 1 I 2�1Z-I•+dx � I A . t - - -iL 1' + F ,i � LrL�I IT p , (2)2x5 Hdr (2)2X12 Hdr L1, f� - ONew Gas Ffp lace. i-----installed a5 er Mar�I5pecs and NY5RG , m _ -► ►? I - -k �g III _ _ ami �Irash Sink I - ++ ,Z _ — _ - - L I l� Expanded Family i Ex' n i o I i „ - = o +� II oom ; Ex. I i - - - 1 - 1 I rn,l I I Q 2o27sF 00 �a `�L(�, I `LI l{IJ1 Ii 4 BF I I * i ___ 45 5F Exist. Bedroom X I I _I' - 1 + p - ;��s - I I Q r I �z - I >� � I m X ;. �L.;_1L� _ n- _. 1_ - jai rr in I III I = m I cv lU thll� a� a }lei a e - - X ;-------- ----`l, % 8 I ( = I 1'-0” storage Gabs I I 5D ,g 0? �- , - I ----J---rs = ® I i �- TJ7 - \ — _ I m -- - -3c - T - - - I I I m � Knee�;5-0- Exist. � - I 3 � 1- - -I o Exist. ) 1 3/4" x 'T 1/2' O \ L_i._1 J Z 4- m i I I m I Glos. L L HDR Dropped I 300 - _ ., i - --- _ . _- -�-- - -- - N Gonne o I PP I I 1 -] th ir�a _ 1 -----I L---�— m J L -Required i Belowo5t to Girder Exist. i I - ; - _---- —- _—- ------- .- —• i lin L L L e r ,ti hit�ctu I r n f! ` - (All I (3) 1 3/4"x 18" LVL Upset into ttic, FIuSh on B ttom Header 5D (2) 1 3/4"x 1/2" Exist. SD Exist. EXist. D _ r_ �11nle,_ 3 Buildln _ elt' p p LIGIoS. GIoS. I 122x12 RR o 16"o.LVL HDR FIuSh r J _ 2x12 RR 16"o.G. e - - Cu (3) 1 3/4"X 'i 1/ " I -n Dn Zt I I +-+ LVL Flush Header y 11R G►'� 2668 266g 3=x15t• 9L - I _ < I I to —4x4 Post to Girder CO E:X. Stora a Pantry - ---- Ne UId ry I Below ' LTJ _ - I 62 \ Exist. inin $ 1' - L A _ _ _ 3 4' 22 [ 113 5F I 9 N a i - -- �N' ( (11 L - _1 1 I I EX• Om -lam N N 0 - i - - � - - - - - I n - Z--- - — - Attic Access with o'1P - - -- =Z - - _{ --- ( r TIT IC L1_I - rn m I I j-- I i Pull Down Stair / ,I i Walided- r a I e`-0 n. a5 iE�cterioir I ^� - - _- - Exist. OH Door I c0 o 11\- N o s�-- e _1- - I I -4- L po h� u II - ---- 54 - �lc� rand tef�ieldl1. \ L---- --- ----- -_-=-'� I I --` - 1 �' _ _ t1` - t-+__-- � O - r roo 1n - O – ---- -- - I -IJ i E - ! - - -- �- - + - - his art a - - -I r (2) 1 3/4"x 11 -7/8"ILVL Header 2.Oe II t J L ,� I N - �. — - - -- ___ _ t� II Ii IGA334-7 IGA3B � - 347 IGA334-7 - x and d ry 2565 ----------------------- I m T I _ r. - - n II II L 1�_q 5� I I Line of Trayed ceiling Above I L I _ L L U I 3 68 15 f 5F i i SD - II I New Front Porch b II I II - Bluestone Terrace, Set W.G. i E Expan ed Master ' i I:_ _ !_ i - 1 in Mud and atopof 4" _ ' Shower I _ r q _ If N Poured in Place Conc. o kw� N o 0 d Slab. o 15 sF i I `Q iA 0 N to n i Traged Vg. - _ - - - - - ®� cov ExiStang (3)2x12 Header — (3)2x12 Heade = I m I I 1 -11 I _ ,.. _,,_ _ - I: i q - o I % I r! i_ 1-1 !' _ I-- Driveway -— —-- - -— ... �s� i - M h I L 17 Z.1-1`.I. Dn 2R q3 SF D i t- I I I ay. La . I Line of Trayed Ceiling Above b ,}- ------------- N _ _ - -- -- W T mp. GiaSs ---------- 7 _ - L I 1- - i J i�_�,.. 1.1�-- Shower 2668 I v *I{ I1`.I-T 1- I i_ - _ •- En I. 1-r,-..i_ - - — \ O N O, _ - IIT1i.i Ia l' I�T-1! I . . . (2)2x12 H r -)2x12 H r (2)2x12 Hdr - -- - - - - - - - - - - - - - - -- - -- - - - - - - - - � - P IGA 347 IGA 347 IGA 347 CD U CU 11" T-111/2" T-111/2" 11 8'-3" 4-101/2 51-11/2" V-3" U U) < � r � C Fi r5t Floor 2 Roofplan 0 C 1/4" = 1'-O" A�o1 1/4" = 1'-O" Q � o Z a z 0 W 5umbol Legend: N Door Number D1ot ^I"=Interior L "E"=Exterior DH2832 Model Number O c0 CM Hard Wired Carbon d p Monoxide Detector' z 4O OHard Wired• 0 v/ O interconnected smoke Detector 2 N CO It d 0 cN 0 m i° 0 T- a) N �- ( + U- R I P ��rya �C k"V �,,- _�, ;_�fi N t j i�1 r Ir �4 9' Q) III I �_,il L - T ri.- Lrr� ,__,- r.�� L --- el � _ - 1,_O,rf. Lr 1 It r -T I- - m' LL1_1�___, �1 C_ -I. _. -_. i _ _ A'K200 - - - - L - T F 51.11-T �.L-._.. � .� '�� - - - I J -J l -I I t ,i�I l . r �� -_ 1rOt( I rJ- L 1- i I L 1' _�_. _I_ _I L_ T _ L _ i r_] - _ 1 - ��. _ �T ._ -_r 1 r I - .� _ L�L� rr�' 1 - -- - - -� -1�'rr_'TrT�}7— ,-` � � TLr 7 �,-LL,, L I ,r`;r TS 1 1 r' r11 t rY�L 7 - - Z "I ,t_i L�`-i 7 i 1_ _ ur - - - - r - 1 G II - J- - �i, Lrlir '7 4z� 1 _ ��r �r 'Sr - -_ r - 8 L t: - 1 s -.._ i� y� ' `` z -L IL'_I1r- r C - - - - I -- - `S )1 - _ - - _ -r -�_ 7 T IfJ �-I_•- _ T _ � _ _= - If. r r, _� ti z 1 1., 12+72 Imo' -7" 4r" � : T ` '��r - 'r;i�r� rrr-�I c-IrTJ� � J_rr_ _ - - - - 8 - - -Tr i L L1 ST� -: _ T1I7 I-' j - - -T•--7' T- IS tr�-i - L _ - - .� _ _ --1 _1_. _`r, -r _i TZ.1_ r-L firt� - "�'- ��' � �--� -'- - � _ �- - .T` I I,L�--1 1_�-1 .-_ - _ - _�_ _rte - r ,�`-,- r r__. �L _ __ - _ I r-..--. r - _ T'1 - - \� t_ t i r r` - -..r_�>' _'r _1, r= - - - =T r r.;� 1`s I_ r� i 1 1 _ r _ t S 1�M�_ r ,L - Lr -' - - �+ -L'r L ( - -J - i_1_r._t _ _i.r.-' I � - _ r1-71.r 1rrt - - - - z __ ... _, , -_ _ -- - - r.r = r _ r , -, - Y ` �z. 4-r- r ` L 1 T_ _ 1 -� _-j- -r L-r:, - . --- lei -� �r-,�1-,-' - 1 �` L =-i- I-! ,r_I�t 1 _ i 7 1_,Li 7. .i- - J - - 1 _ - - -- -r - - Z 1_ _'__ iI r7r� _ - rT � t��Lr: �r'1-- r I rte,.._ .. ._ I --I � - `,- , �' ,1-;-.�-L 71 _sZr - - '�- 7 I 1 J I _r� Js�� � i O �I_ T 1 � - - - -- �. -. - ,,_ ,,- �`r-`T'_ `e`r`r n - r- r_r_,. _��. -� `�L � 1,- T T_ 1- -7,`,-j r.-J�� -rT�r rT�-`; � -r�Tr_r_1 I -\ `LL TZrL 1 1 T - I 1 - `I �I T �T�]-I _iT.-r. n r_ rrI_: r s�TL L� - -_ -' Lr - L -- rl- _ - s I - - - - -1 , - i--- ---'Lr r--r- -- - - , _-_ ,_!-_ Y_-r,, - - - - - - _,J_ - - I IIS - -rr-r iL ,r-r=' - � - T T Ir I1[I -, 'r r'.-T- _ r` J� r,IIT - - - - - - - i - - - - - ' u s_,L�r , s I_, r t r. _ = r � - L s -r i i - - - - _-r - J T r - r 7_ _r- L r r - n r -[fir I�1 - y � - _ - - � ,L.ter -J-. z T ,T- 7 r � t I t i `1, -I rr'n`T 1 L �-' LL`'r` 11rrJ- ■�.. 1 - - - r 1 -r r`-�- 1 Z _ s-L_r-1-- r � "� -•- _ _._- _ 7_-T:- _ Z L L� T_ _ �-r-_. _ _ _ � - _ � T ''1�1i;.i >"L�I'�- .-_L 1 r I-t z�lr�--, T >=T - �, - 1 - L1- l� ` I.. l - __ - 1_ I 4 - L,-,--_ T --- .- -- - -- - Zri-, T I_ _1- .- - - -- -' _ -._1 _ -- - - -- - - - -- - -' - - - - -- - ,-4-1- 1;�r Y• L r - J �-r z t_ _ r� I , , I-_ - �1.L T LI - -Yj7`1 L1-1-_r-I-, 1 T�..., 1 �-7�5�� I r I _r..,",- T - - - -rT-� - I r-,-' �� �� �_r - -S 1, ,._. s, - LLL1 L IL - _r ZTT f L-�_ .: __1- I_ _ 71� S -7= �-J = T-`r�i`-r.'-[`--A... J L �- `yL`T�r-t.-T - -! 1-'" - - - _ - - - - ,.l_�I_� - - - - - - _L. - I r I• _1:-- -i 7: - 1-L - -- - - - - - - - - - -- - _ - __ - - - L. _ - , ' 1 `rr r r �,L�_tJ_ - -� t T I � "' � {�- r .._, tom'-r�Jz t :'s-Trt. `�` - _'_ �" T. Y �r ( - I,_ ,. i ,_T - rr - 1 - , - -_�_T - C T .r-L - 1 1-= -- r." r1 _ -] L r L _7 T 1 T1 _ _ � �r,7 _.� 1r..' 7L 1I I`r �. ,�.{ - - �- - - - 1 ._ ."_ _.._iL _,- _L7 _.' _1IiT- LTT7� `�-�r 1 - i_C_ IT��r_ J=r�---`-��.�-`r _ � ` -��-r�,�I--Ls`r,__1_ �T_f r � - -l` 7.SSi-i_ O S _r� Zy �s-r-T = . T.. - t r J-L:r7 .T. L I. - �Srlril Tr_L TT I _r-TTrTTL.I- --L Lr. _ 7 1 t II I 1 ri` _t.1 =C==_1 1I L_t t i -i n r1 f` '_ Lr ,----7-t-r1 O 1 T LII l Pre-Stalned Cedar Shingles with 5" D_ N I ,' Exposure a) Z .j 11go TED r 19 O Q ,G \ 11 , , I Marvin Integrity windows with U 0 ! I Black Ultrex Exterior � \ 1111 11 , GA334 GA 34 A3 4� ','I IGA33 L ,�, ­13E1o1LLj I I I 1111 I �# n1 N 3 W illIlln L11 i = _-_-I I i---1 i i--- I i--- --I I I I I I i 1 I I I I I 1 I I I I 1 I I--! ! I----- 11-----I I ---1 I I ---1 I I 11 1 I I I I. 1 1 1 1 I I ---1 I I-------I I I----I I I------ I I !------11 --i I ! ! 11---i I i ! I , - I ---i ---- - -- fi�ainted'Steel Handrail in. 36" i h with -- - - I I - - I - 1 1—1-I - - I- I I --.I.L_1 J -- I-'------III. I I I I j I i I 1- �alu5ters no more tha�h "=ri: lasg'per'NYSR I- -- I I' --I I I I _ - - III - 1 Front Elevation 2 Right Elevation 200 1/411 = 1'-`O" 00 1/411 = 1'-O" U) C If� - . Stainless Steel Gap W and Flue Termination Gap as per Manuf.and 0 L 4 NY51ZG O_ Ir _ I-1-7-. �I i I 3 L r- i -' "- - - ` `_I_: i - - I 1! , L..1J_- -- _ - -I_rJ - �T7 I] -- - - L T L -- _ L .i_:-, r- _ _- - -n 1 ITL V "l Y i�J rtr�`r r�I r�r r i Lr_� ! 7 r :r J 1 rr ' 1r�1 4 L t' r r1T'r r L ��[ b I,I 1 L C 1 -_ sem_r z_� _I .r �r 1. 1 _ r'r 1__l � �r t �r r L rill ' �r air �r . nt' - 1_ u- l i ,- T T r --. '_= t i- _ s �- Jam' i r _:=r J,�' Ir i.�JL - rrrr s I lr!iI �._�, LIII -I _ ,- _ 7 T + 1 i -, - r_ rY� r �1LL7 -,I�_ _ `fi r_ _r _ i 11-L L L 111 I- 1 r- r -..i..I- z.r rT_ � i - r-- Jr-r'1 urr r r1I r f r i ,-1- - r r ---'- - -_- ---_T'--. I - - T- i!-'_-. i--L' - --I -' .. - -S -'-I r--, r I .I� L-�, L 1_L -1-I - I r" T r._1 rT=7L -t"-1 L -Ty--- _r 30 Year GAF , ' -i r�1 i i - r L i-111_ �_ L TS - L - -'> - I Lt. 1r_ 1 I 1 - - - - -, r.rY - e _ r r L_ i _ _ S � t r.. 1 L.I I i T Q' �� -r r r- r - r" 7 r 1 s 7Lr r rr-r r'-T"-`z - L �, _ _ T -__'_ .. -._ _ _ � [.L , I- I�r"1_.--- -.,C� i_7'I It_1_. _ �` ' �r� r LSi�JZ �-. _t1,` 'L':_�- � - ' Architectural roof J J1J 1 I� _ �_ 7, L1 1 T = = r rr r t L _ i - T- - L� T T r,t- _,rT J ! LI T t r I r`I s=. r1_rrr `. I fI t `I',.--i;. 'r-_�.7 � Ir .. _ shingles Over 30# ,, 1 I-I ITL[r�r�t � � � �, T��fi � _r�-�r+ �Yt i--r !'` � L J. 4z - -._ -r. -- BUildln F21t. - 1 � ,r r[ it , _ --,__ _ _ i t moi- I_i _L = ;, _ __r , Tr_- L_ g Tl T_.i- _ tl. _ , _ -,-'- -- - 1- , T_:- _.r_-Cr-t`T`1-- ',-7-L, C� - r L._' i- �r i . . I-, J - _ -r� - s_ r =__ zr. ter._ - Pre-Stalned � I r r.- L - r _ - - _ -1s i -L, I l ter` L.'i_T 1 I1-' LT7I- - - T 1 T - rL� �_T�s _i. _J. _ ^9. i� r� - r T_ ' T r - � -, . L -+- T 1 L1 _ L T -r r-1 L r riL�tZ "-T rY rr y T [_' ' 1 �I_I 1 -Lr1 - ��* � - - I � l i I r � �{� `t_ -. �6r;r �I r GI � \ IL - , - r _ T t -_r L L L - Cedar 5hingle5 r' Lr- r� 1 �� �_., Painted Azek ti s - - � - it - - z Lr_ rT. T L rl.- ��l err - \ _,__4 ir.�r ! ..) - I 4 -� l" I 1- -` ,L ! `I J t f .1 1 L.1_rs_r r' - �i.rLr_r_ z LJL _ i.- r�L= .r: 1 -I with 5 F�cpoSure, v ,L r'Lr, A°'t '-'-r4 r r.;-`r-1. r7 -` Rakes and -__�, TI �- __ `- -,' Y s' _ I_ i f_ - --> _Irlt=- --_�.'-r`r_"`t-r-T I�'-`cr`--rLi.. rrrnl,_,_ -T'r L-_ _ r r-rr-Ir_ - - ��i,-'r 1 color selected by L r r , i`1� rt �i ��I - - r _ - - i= - _ L - �.J , :-_'Z-._ _ rrr ��sr t r _'s ._.1=r = a) I `y0 r �- Fascias r _ _ L - _r�_ _, ,, -_ I ,..1_r i r -_r + 7 7 r r=!-r IAL -1-1 l� - rr�_ r r.T�r __ �r - owner. OC 0 4-1 - r�r�r`: � r,7. T - r, i L. \ 1 I Ih 1 , - t - L - Lr;- ' �7-,_ L .1 _CJ�� _. 1 _. r1 - �� u -" rr� r - T ' h' Painted Azek Trim 7 � = I _ r -I � - L i ...1 7 1 ? - - T I �� �r�`�-�' - -�_ , - i � rfr�ri- - 7_ I -J- ,�1�. I i' �� � ,� � r_1 1 i -I T , T t .. -i s r r r rte` 4 _r T _ 7 3 3 1 0 to __1 I 4y N �___i_I_f I I- I. !- JT�W I white Aluminum q 4 _L I I 1-_II .-- I 12" x 12" Tuscan ' 11111 I Ill1 Ill 1I o ;, ` Square Tapered / Half Round � � 17 _l.l _- ! _ \ . columns .'_: leade s Gutters and O O IWhite Alum. Half N N a p Marvin Integrity windows and !' (E--10-2 Round Gutters and I L ! Leaders � Doors with Black Bluestone Ultrex Exterior - IY r f Terrace 1 wood Steps to I I I I J I I � A V_ h I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -F-TTF-F-I I - I ' I' T I'l I' I ' L,I'll I' i, I' I I I I I i I I I q I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T_ f6— _- I I I I Grade _ W I -------------I— f I 1 . 1 1. 1 I I I .- I I I I I I I I I I I I I I I I I I I 6K94i�L 0 Exist. GradeLLLLi, I it Existing Grade `- -I - �L . 4=L� - - ! - - -- -- --- -- ---- --- - - - - --- -; - -- -- - - -- I -- I - ------- - ---- -- --- ;--- - - --j - - -- ---- -- - -- ----- . . — --- - --- III-- I --IIIIIIIII—III - -III --III- --I I i-- - I ---I I- —I I - -111--- 1 I I I - - - --- E- 11 III—III 1 1—III III I I III I I Ili III----I L---- I !—III III III I ---I I III I 1 I--III— I "- - III I --1 =-= -III— III— -- — -- - _ — I-- I . I ----III--III --Ili III-- • • C - -- -- I----- ------ !---- -------I ----- ---- '---- - ! --- - --- - -- -- - -- I ---- 1 - - — - --- - --- -- -- I --- ---- ! I -- �.r II ! I ! _IIII-_I ___"III—III III_—I I___I I I___I I VIII III—IIIIII1IIIIII—III III—! I IIIIIIIIIII _ __I I i_ — ---I I ______- __ __ — _-_ — _-1 I-1 __ _ I _ — __ _-11 -__ _____ -___"� _- --- - I I_11 - - i_ - --- __ �-_ --j - - -- ! _--- 1-- --� 0 I I- — --- --- - --- - - I 1 --- --I _ -_ I - - - -----I - -- -' -- I _— -----' ------ --1 1 1 1 Ill--It 1 ---- _—1 --- --- 11 -,-;-i 1--1---,I__1--1�' -"I"I--I -1- I- I --1 —I I I I __II - -1 1 1 I I I i I__—Il -__ 1 1 I I� � I i- Cn �/ U 3 Left Elevation 4 Rear Elevation � It Q (O 200 1/411 = 1'-•O" 00 1/4" = 1'-O" r, N yt�i j it .'Z �'' ^ {r + ,tie ,;}t,,"' 4 ' ,,, ` ,�.. j. I A, y r F Q IV 49'L, q,.` ! f� 'v - ' `�, x .. Y y, 71 ,, �v.�11 � sflp^,';�- V ur. +�a4,`�� pi`s' �•,` . . !v. r �; r < s �* t .L � rs 'ggw i';trj.i ' ' I N i s F, <.{> ', .. �t. {''. - - - - - - .. s "'`\"^ y'.�' f(,. a F` ,� ` Y� _ �r>" k"�'i`r .% `�11 �.,,%,f T:,.'., , �"<.ra%.. , you i �„a } � 11 N K' '. � Nt - _ _ 5 q„•»,wE."`q']I i.P.t� %."- d - - , - - �A'` �� �^.,''' - , .. ., ,. `,`vr,.. "" ,:' W I F; 1 ,'4 til b P ,�. :.7 1- 4 �,� q-. t:p W, . ���p V/ . . or. -> ,,.. . . .'#. _ _- ' .. - _ .F.,.'A.CYa,_ _ - > -.y,y• x.„-arc- - , y. , _ ... /� . * r: < - " - ,.. , . . *�„ty8,.,iC'. `:� ,�_ .,sy^: •,gc. R�i'�*"z. w. 1. d• •e, .r � 1. a i, -- ..- x .. _ , 3 'Ll ®� v a r . -w A % ) t -. .,.. _ ,.•, .dt. .. r a.1..t... „ _. ,. �., w,,.` ,- '.,'.. .r Y^" " _ 1., - - tF•4s;Y y°IY,.�-,l .•rmr+rz.:•^dF.° - •, ,,.-_ .,,... •, .. .. .v t c_.__s,»r..a - *,. .•i,t"' rd k �" - 6. ,.•,.', , '., _ - .fir,. t ,� .�.�...,K.,. .W N LL Ph .,,« _ - t - �,,,�•- , ., +, .. ... - t'' :'v ---„te.:...��.:.�,_.._�_ ''Z'ka'-, '��' �' .fir ,,. a� ..�+r•,a .> _ T „w +,_ x - - ”•'.' ,�.•rraa"'',..a".. _ - a'S2'°�- i t>'k` :'`'' •t'r,` tK"'? .7 @- ., ... .,r 11�11 I-L r i Y 1' -, _ ."# L. ~+1, .,fi t .,,,fit It ;. .A?R "3 F'' i r Y' a, r.,. $ y }.. i n 'r - k a'�J' -t `FA�'4 J'�� Y`� w/ S �+ 1 " 11 a �a x- ft'� M,a,d.�•4j JJ y} 1' .sem• 'd'4 -$� +` -. ?'J ^� 5 ,�' -�! ..'T'.9:" .9 H �, 0-vr_*-,�-��, t• ',"y i ° s>av,P, rt' {, iNx• co0 t-11 R -11 ! - _ _ moi,. _.,r.. _ - _Gtl .. ..::'�"flatRM1Nrta,azhq",.. C .,:'..., , ..e,. a_ a .Y y'.. k:'..TI t w t a- _. .t •-- -.- �+h .V n >i - 1•.i.#' a R. a, ..__ fib' -E •_ s�$, - .- r, . V +'' w-4` 1``�`y n � rtm• , ..,>5'r 8 1111.1` , L V i O �fi f P a - ♦ X,, 44 .A ' vrr' ms`s:.. ,^fI'.l' tF.,Iw ��tCn 1.• 17Z t r N r 7a" ' •�ihir .s+' i �, L5 °7"', JY"4•w, l,3'i' t co 1 `1�+7 00I t r ``f 1'^ r, t� t d` `s- ,I P Is dt.,„ 1 M' I,t d. ,(4�'t x a t ` 'L ,M '.A .tI' Y d, J` Y• f L t< Y t' 4i2,P � .f h 1 C N, .4 4 A] 'i t �1• t 'j. t••- t1+, Y S ,t j.t ,1+ ti W Y ` d. '� �� Ti Y 1•�' 1 yri t '�, d, 1> Vr' ', i �` S N Hr `,11 t '�f '1 t 'i r'1 \ `+i' �S M O h 1 R' 1, A t, r •f r` i r t ,-i , +3f. 1 Cl) r i u t , f ''•1 k t .4. M1K //� t, V I1� 1'. d' �d r} ,:,,, k iM 'A tf v• ., r '3 1' _ a' W °M .i' ''�. '•i d 1 •i.' a:.' 'L: 1 .wt '1 k Y �V �� 't' 1.!' i'q 1 rp '7� •r• ,r d ,f ,•C4 F d ! l i„ M1 < 0 `1 � 1 i i � r +� 'F ri°`,' =/'t r, k ,;c c a r "rt d p 1..1 r a,. t. S �„ t. \' J V t'•• > ti' r i }k ed A - /' J ,, 'Sri, ''e l 1 s {{ n h ', +� t 1. � r' 1't r' r n <• r t., a v uat z ''!^ 1'h t'. J 9, ,s''t ••t� a4"� t�+`G i� � `I, C £e F 4" 'S l� t '1 S1� 6° til '3 1 ,'i Il „3 ,t. h, N•, tT, i ie 'r,' 1 r�' ^i' i` f` p { ,'�, r, 3 �p, �M 4 ; t. x''° ; r ;t; , ^tr: •ti` r �s' f` n � r '•1" / ,', ',4 d }4 r+ / s b 'i >' ,g ti' 'i" .( e b4 q'' ,t i"'S t"• r�• :u t' "c. ,• J. �;4,, a i f•+ i J w J� : a. t iy, } (nu'` 'r�,7C r .. .. � - .... .. .. , ..- .. -,- .. ,,..,.. a.�,.w,._.._z.,..,,. .,.t,.+�,ru..Wvt.r�.:.r 'r` -• "- ...w, ,'.�aiiiJ,d'L�uiiw,+t�1.t''W.ire+Stiil,�.k.:t:«,.0.,'.a;,wilrt,.�d�,'.;,a 5..�i' r,d::1.. .u..u„+CSiLu,�t:.uw•t..'.:.U.., ..a ^'w�.Gt'.i~Z''st:u;�k�u41.„a�.....eaa' , Y y ",... .....,a.,.r- - -- ..,....�...�.,.n,d..,.,.,.e,.,..,ln.t ." :...6-;,.,,.,iS^-ii�+,f ._•.�,....., -,..(:i ...,.., .ku �..,,...., ....... ,,..y,�W ..v. ,_.__.y,.. . :t�S- .I....�.t-... ai , ,..m .,.,.t,,.tit,,.n.L:,�'o,....,..,.wn:.�w,,::F,.,.Md.t,.r,..d+,' t,.c.'..__c:' ..t�.:. ., i.«.i,,:. ., ti,L,.t..,..,,1,_x.L.b+w„r.ti,i�•;_..........,_._...w�...,._...,_ .,4.I..,....+ w w ,.t,w>~..,.>�'.2 .t .a Ridge Beam, See Roof 0 (Plan '9T 411913 2x4 collar Ties a 48" o.c. OF N E14 Aluminum Flashing at all valleys /roof to wall Tupical Roof: Junctions n� 30 Year GAF Architectural roof shingles W over 30#Building Felt. Over 5/8" COX Plywood Sheathing,Nailed as per Nailing Schedule _ continue Framed Wall - 2X12 RR 0 16" o.c. - Layover Framing under Roof Rafters Typical Roof: (� —� - Tunicaloical Geflina: 1 30 Year Architectural Roof Shingles, installed as per o 2x8 C.J @ 16" o.c. 1'-0" ^ - manuf. for high wind regions. Existing Roof to Be 1/2' PI wood Sheathing T g g y g g 30#Building Felt Demolished Attic 1x6 Azek V-Groove Painted Grace ice and Watersheild at roof edges, min. 2'-0" Inside face of exterior walls. _O O _Y i closed Gell Spray Foam Insulation/Air Sealing as Required by ResGheck Calc's, TT 0 Header, See plan i _t.. Typical Wall: FackoAligns t Header so it I Pre-Stained Cedar Shingles, Color TBD by owner n' �' _ Painted Azek Trim Aligns with Neck of Column F 1'-O" 15#Building Felt �+ (DZ Existing Wall to Remain— — — — 1'-0" `I\ I 5 1/2"x 5 1/2"ACG?post \ 5/8" GDX Plywood Sheathing Q) 6 E \ i i on Interior , I `\\ s� ry I I , 2xxterior Walls (where New)9 16" o.c. Q \ i 12"x 12"Square Tapered �� 15?5F \\ closed Gell Spray Foam in5ulatlon/Air Sealing as 0 U \ i E* < n I \ I I Required by ResGheck ealc's. 9 \\ 11 i i Tuscan Column. 2 s sF / \`\ `\ 5/8" GWB with Tape and Spackle Existing I `\ I I M Typical Floor: Dining E102 i i c C 55CO �sF 3/4" Wood Flooring to be selected by owner � e Simpson Galv. Post Base \ coo L� \ 3/4" Advantech Plywood Subfloor,Screwed and G connector with 5/8" Dia. \ \ p � lope va Per Foot � � \ \ \ ' Glued t0 New 2x8 FJ 0 16" O.G. i i Anchor Bolts Batt Insulation as per ResGheck Energy Galc's. - \ ' _ — _ First Floor \ \ �I � —\ \\ • ( I III— ISI--_-- 1 - _ / I - � •,- • n \ _ .. I „ �1 - - -, _�I�� -3 Bluestone Terrace: —---_ ', ,` _ _- Bluestone Squares and �,I \ \ 8Dia.Anchor Bolts a 36"o.c.no more than _ _ _ \ �O, from Corner or discontinuous edge, 3"x3" r i _ Existing r it J� = Rect's set on 3" Mud Base I — _ _ i I cher, min. 18" Imbedment cellar r -' -- -- Atop of 4 Poured in Place --I -- I --- I Concrete Slab with W.W.M. - \� a_ I b n: 510ray on Waterproofing with Drainage Mat. 1 — Atop of 6 Mil Polyethylene „ ;i u - Vapor Barrier 1=1 I _ Existing 5fab,to.remain' n. \ I I•: . - - ea _ - 51T3500 PSi Poured in Place concrete walls with #5 Rebar at top and Bottom continuous "x16" 3500 P51 Poured in Place concrete C = o --- ( — — - =I I --------- a---- -- --. __-._.-_ -- =--- -- ---, . Footing with (3)#5 Rebar continuous, 18" #5 -- I fin Plac� conc�et� III III I I I I i I I I h IT I I I I I I rI 1 1-1 r I I 1 I - bar ® 18" o.c. 6" Bulb Waterstop V S"x16 00 51 our Footing with (3)#5 Rebar continuous, 18" #5 Existing 51ab to be removed 4" 3500 P51 Poured in Place concrete with Rebar ® 18" o.c. 6" Bulb Waterstop W2.11xW2.°iXbxb Wire Mesh atop R-5 Insulation Board,atop of b Mil Polyethylene Vapor Barrier Sect ion Through New Porch rjBuildinqSect ion •L 300 1/4" = 1'-0" 300 1/4" = 1'-0" OL . i 1L New York State Residential Code Notes: Door Schedule o 8310.1 Emergency escape and rescue required. Basements with habitable space and every sleeping room shall have at Level Mark Width Height Thickness Manufacturer Model Function Comments N least one operable emergency and rescue opening. Such opening shall open directly into a public street, public alley, yard o or court. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required Exterior 0 0 in each sleeping room, but shall not be required in adjoining areas of the basement. Where emergency escape and rescue Foundation E100 3'-0" 6'-8" 1 3/4" Exterior Cellar Entrance fZ - - I openings are provided they shall have a sill height of not more than 44 inches (1118 mm) above the floor. Where a door First Floor E101 8'-O" T-0" 1 3/4" Gu5tom Exterior Garage Door C/) n 0 - - opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is First Floor E102 3'-0" 6'—q" 1514-1 Gu5tom Custom Exterior - - provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section R310.3. The net clear opening Interior dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue Foundation E103 2'-8" 6'-8" 13/411 Interior opening from the inside. Emergency escape and rescue openings with a finished 5111 height below the adjacent ground o _ elevation shall be provided with a window well in accordance with Section R310.2. Emergency escape and rescue openings First Floor 101 2'-6" 6'-8" 1 3/4" Interior - shall open directly into a public way, or to a yard or court that opens to a public way. First Floor 102 2'-6" 6'-S" 1 3/4" Interior r 1 First Floor 103 2'-6" b'-8" 1 3/4" Interior v d 8310.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 First Floor 104 2'—b" b'-8" 1 3/4" Interior W - square feet (0.530 m2). First Floor 105 3'-O" 6'-8" 1 3/4" Interior (� - First Floor 106 3'-0" 6'-8" 1 3/4" Interior t � -- - Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet (0.465 m2). •—• - 8310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches (610 mm). First Floor 107 2'-8" b'-8" 1 3/4" Interior 7 R310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 imm). First Floor 108 2'-6" b'-8" 1 3/4" Interior V LZ 8310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the room First Floor 10q 2'-6" 6'-8" 1 3/4" Interior r , C without the use of keys, tools or special knowledge. First Floor 110 2'-0" 6'-8" 13/411 Interior 8310.2 Window wells. The minimum horizontal area of the window well shall be g square feet (Il m2), with a minimum First Floor 111 2'-4" 6'-8" 5/8" Glass Shower Door Interior horizontal projection and width of 36 inches (q14 mm). The area of the window well shall allow the emergency escape and First Floor 112 5'-0" 6'-8" 15/411 Interior It rescue opening to be fully opened. 0) First Floor 113 5'-0" 6'-8" 1 3/4" Interior r- \ Exception: The ladder or steps required by Section 8310.2.1 shall be permitted to encroach a maximum of 6 inches (152 First Floor 114 11'-q" 6'-8" 1 3/4" Marvin Windows and Doors 15FD12065 Interior �' C mm) into the required dimensions of the window well. First Floor 115 1'-8" 6'-8" 1 3/4" Interior L 9310.2.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches (1115 mm) shall be equipped with a u permanently affixed ladder or steps usable with the window in the fully open position. Ladders or steps required by this Window Schedule C section shall not be required to comply with Sections 8311.5 and R311.6. Ladders or rungs shall have an Inside width of at 0 n least 12 inches (305 mm), shall project at least 3 inches (76 mm) from the wall and shall be spaced not more than 18 Level Mark Model Width Height Head Height Manufacturer Comments z Q' inches (45"f mm) on center vertically for the full height of the window well. 0 U Foundation cn Foundation lOgB IAWN2523 2'-0" 1'-11 1/8" b'-0" Integrity Windows and Doors +J o Foundation IOgq IAWN2523 2'-0" 1'-11 1/8" 6'-0" Integrity Windows and Doors N C N252 IRWN25 _—� First Floor N CU _Spray on Waterproofing with Drainage Mat. First Floor 1028 IGA3347 2'-8" 31-111/511 6'-8" Integrity Windows and Doors Q o — First Floor 1033 IAWN2523 2'-0" 1'-11 1/8" 11'-0" Integrity Windows and Doors r g y -3500 P51 Poured in Place concrete walls with First Floor 1038 IGA334� 2'-8" 3'-11 1/8" 6'-8" Integrity Windows and Doors — #5 Rebar at top and Bottom continuous First Floor 103q IGA334'7 2'-8" 3'-11 1/8" b'-8" Integrity Windows and Doors First Floor 10'14 IGA333g 2'-8" 3'-3 1/8" 6'-8" Integrity Windows and Doors Op o "x16" 3500 P51 Poured in Place concrete -- _ .°• - — — -Footing with (3)#5 Rebar continuous, 18" #5 First Floor 10'15 IGA334� 2'-8" 3'-11 1/8" 6'-8" Integrity Windows and Doors N (� — •. — I debar ® 18"o.c. 6 Bulb Waterstop First Floor 10'76 ICA3347 2-8" 51-111/51, 6'-8" Integrity Windows and Doors X W First Floor 10"t'1 IA NN2523 21_011 1-11 1/8 6-6. Integrity Windows and Doors 4" 3500 P51 Poured in Place concrete with First Floor 10'18 IGA333q 2'-8" 3'-3 1/8" 6'-8" integrity Windows and Doors ~ W2.9xrg2.cixll Wire Mesh atop R-5 insulation g y IN Is c Board,atop of b Mil Polyethylene vapor Barrier First Floor 1084 IGA3347 2'-8" 3'-11 1/8" 6'-8" Integrity Windows and Doors 0 `- N 3 5e Gt i o n @ New ExteriorStair First Floor 1085 IGA3347 2'-8" 3'-11 1/8" 6'-8" Integrity Windows and Doors Q, ((DD pp First Floor 1086 IGA334'7 2'-8" 3'-11 1/8" 6'-8" Integrity Windows and Doors 300 1/411 = 11-0" First Floor 1087 IGA3347 2'-8" 3'-11 1/8" 6-8" integrity Windows and Doors First Floor 1094 ICA534-1 2'-8" 3'-11 1/8" 6'-8" Integrity Windows and Doors First Floor IOCIS IGA3341 2'-8" 3'-11 1/8" 6'-8" Integrity Windows and Doors First Floor lOg6 IOA334-1 2'-8" 3'-11 1/8" 6'-8" Integrity Windows and Doors First Floor ill IGA334-1 2'-8" 3'-11 1/8" 6'-8" Integrity Windows and Doors Grand total: 1qA300 (REQUIRED AT EACH BUILDING CORNER) WOOD FRAME CONSTRUCTION MANUAL FOR ONE $TWO FAMILY DWELLING5 (2001EDITION) NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) ANCHOR BOLT SPECIFICATION �w k TABLE 3.1 (REOUNOTED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 12��N' r?°,t,/N 5EG0ND FLOOR ATTAGHMENT NAILING SCHEDULE (REQUIRED FOR ALL NEWT%%-94 l44ON AND/OR NEW I Ii aAL * ' ALL 5TRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR (REQUIRED FOR ALL NEA CONSTRUCTION AND SECOND FLOOR ADDITIONS) 5PAGIN07 CORNER5 NUMBER OF NUMBER OF '51MP5ON' EQUIVALENT - C520 (COILED STRAP) ALL 3'-0Nib �{� " "o.c.(1-3 story) 12�^1�'Fn. �4119� yQ� DESCRIPTION OF BUILDING ELB�iENTS COMMON NAILS BOX NAILS NAIL 5PAGING COIL STRAPPING TO HAVE MINIMUM 12" BEARING ON ADJUSTABLE H b WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS F N ROOF FRAMING PER MANUF. SPECIFICATIONS) ALL 5TRAPPIN6 TO BE SPACED AT 16" O.G. ALL CONNECTORS IN CONTACT W/ RAFTER TO TOP PLATE (TOE NAILED) 3-Sd 3-10d PER RAFTER P/T WOOD SHALL BE FIN15HED IN "ZMAX, P05T HOT-DIP ROOF 'BIMPSON'HDQS e 'SIMPSON'HDQB • CEILING JOIST TO TOP PLATE: (TOE-NAILED) 3-Sd 3-10d PER JOIST GALVANIZED OR 5TAINLE55 STEEL. RAFTER RIDGE OR OR AQ o •. �------ U BOARDBEAM 51MP50N'PHD6 •----�--" 2-16D COMMON 51MP50N'PHD6 2-16D COMMON E CEILING JOIST TO PARALLEL RAFTER (FACE-NAI ED) 6-16d 6-40d EACH LAP AT RAFTG ER TO RIDE BOARD CONNECTION NAILS o&"0.0. NAILS 0 6"0.0. b E FOR FULL LENGTH FOR FULL LENGTH • N CEILING J015T LAPS OVER PARTITION (FACE-NAI D) 6-16d 6-40d EACH LAP FOR RIDGE STRAP- (3) SD COMMON AT EACH END OF STRAP COLLAR TIE OF STUD • OF STUD /t\ CO FOR ALT. COLLAR TIE-(3) 10D COMMON NAILS AT EACH ENDBLOOKINS COLLAR TIE TO RAFTER (FACE-NAILED) 2-10d 2-12d PER TIE a awALL LVL see plans FLAN. 0 VJ • ° AT RAFTER TO RIDGE BEAM CONNECTION 0� BLOCKING TO RAFTER (TOE-NAILED) 2-Sd 2-16d EACH END FOR (10) 10D COMMON NAILS AT FACE '-f �n ADJUSTABLE (5) 10D COMMON NAILS AT RAFTER ��' 1/4" x Width of LVL Steel plate v� Y RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-16d EACH END JOIST HANGER Min. Length of 24" 3"5Q.x 5/16"WASHERS W 0 -"51MPSON" O LLcBU28 NOTE:FOR CATHEDRAL CEILING ROOF d END NUT SETUP � ALL FRAMING AT SLOPING RAFTERS OR RAFTER TO p �- WHEADER CONNECTIONS PROVIDE CEILING RAFTER a TOP PLATE TO TOP PLATE (PAGE-NAILED) 2-16d 2-16d PER FOOT SIMPSON"L55U28"ADJUSTABLE HANGER. DOUBLE SILL PLATE IN ADDITION TO STRAPPING®RIDGE. JOIST 51MPSON'HDQB 5EGON D FLOOR TO HEADER (SINGLE FOR SLAB ON o a ^` TOP PLATES AT INTER5EGTIC�N5 (FACE-NAILED) 4-16d 5-16d JOINTS - EACH SID RooF OR GRADE APPLICATIONS) ° W Z 51MP50N'PHD6 STUD TO STUD (PAGE-NAILED) 2-16d 2-1160d 24" O.G. '�° R 5/8"DIA.ANCHOR Q, CEILING BOLTS(Tyr.)AT RAFTER TO TOP PLATE TO STUD CONNECTION HEADER TO HEADER (FACE-NAILED) 16d 16d 16" ox.. ALONG ED E5H2A - (5) SD COMMON NAILS AT EACH END OF STRAP TOP PL. JOIST FIR5T FLOOR ATTACHMENT PARED TOP PLATE OR BOTTOM PLATE TO 2-16d 2-40d PER 2"x4" STUD BY "SIMPSON' (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) CONCRETE " ^, 4-JSTUD (END-NAILED) 3-16d 3-40d PER 2"xb" STUD "SI PSON"H2A FOUNDATION 9 W 4-16d 4-40d PER 2"x8" STUD NOTE: WWII SGT ION `� i-� ALL CLIPS 4 STRAPS CAN BE MOUNTED J BOTTOM PLATE TO FLOOR JOIST, BANDJO15T, 2-16d 1'2 2-16d 1'2 STUD NOTES PER FOOT FROM EITHER ALL EXTERIOR OR ALL 51MPSONHDQB ENDJO15T OR BLOCKING (FACE-NAILED) INTERIOR,BUT NOT A COMBINATION OF BOTH. OR \ °" 1.USE 5/8"DIA.ANCHOR BOLTS W/MINIMUM'f"EMBEDMENT INTO 5IMP50N'PHD6 2-16M COMMON CONCRETE W/3'SGUARE x 5/16"WASHERS AND END NUT SETUP. AT STUD TO FLOOR A55EMBLY NAILS®6"O.G. FLOOR FRAMING FOR FULL LEN6TH 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY TO STUD GONNEGTIONj,As per table 3.38) of sruD HOLD DOWNS FOR SHEARWALLS. J015T TO SILL, TOP PLATE OR GIRDER (TOE-NAI ED) 4-8d 4-10d PER J015T (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS BLOCKING IMP50 S. ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6"MINIMUM TO BRIDGING TO JOI5T (TOE-NAILED) 2-Sd 2-10d EACH END MTs 16 ®ENDINALL FOR STRAP - (4) SD COMMON NAILS 12°MAXIMUM FROM ENDS AND CORNERS. BLOCKING TO J015T (TOE-NAILED) 2-Sd 2-10d EACH END AT EACH END OF STRAP SHOE PL. BLOCKING TO BILL OR TOP PLATE (TOE-NAILED 3-16d 4-16d EACH BLOCKsuBFLR. uj FOR ALTERNATE- (14) 10D COMMON NAILSBLOCKING AT ENDWALL -� LEDGER STRIP TO BEAM (FADE-NAILED) 3-16d 4-lbd EACH J015T STRAP CONFIG. FOR EACH STRAP RIM-015T FLOOR • •` ° (REQUIRED FOR ALL NEW GON5TRUGTION AND/OR NEA ADDITION5) (TWO STRAPS TOTAL) CU J015T ON LEDGER TO BEAM (TOE-NAILED) 3-Sd 3-10d PER J015T9a• BAND J015T TO J015T (END-NAILED) 3-16d 4-16d PER J015T TOP PL. U) n BLOCKING 2 BAYS BAND J015T TO SILL OR TOP' PLATE(TOE-NAILS ) 2-16d 3-16FOR SECOND PLR. �HFIITHIN6 TO OVERLAP d PER FOOT ADDITIONS FIRST 4 SECOND FLOOR 4 BACK 0 48"o.c. O 7/8"DIA,THREADED ROD EMBEDDED ( , ROOF SHEATHING STUDS 8Y MIN.12" ALL STRAPPING,ANCHORS,HOLD DOYVN12 1/2"INTO CONCRETE YV 5IMP50W ET S, ATTIC V 4 ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE)4 FOR STRUCTURAL PANELS ad ad 6" EDGE / 12" FIELD MANUFACTURES SPECIFICATIONS. TEMPERATURE5(O DEG.TO 40 DEG F)USE 5IMP50N'AT(HIGH STRENGTH AGRYLIG ADHESIVE) 0 Q STRUCTURAL PANELS @ GABLE RAKE OVERHAN 5 ad ad 4" FIELD w DIAGONAL BOARD SHEATHING NOTE: 1"xb" or 1"x8" 2-Sd 2-10d PER SUPPORT NAILING $ STRAPPING AT ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR 1"x10" or WIDER 3-Sd 3-10d PER SUPPORT EXTERIOR WINDOW / DOOR HEADERS '51MP50N' EQUIVALENT - C520 (COILED STRAP) FIRST 4 SECOND FL. SHOE PL. (ALL 5TRAPPING SHALL BE INSTALLED PRIOR TO SHEA HIN(5.) CEILING SHEATHING 5UBFLR. (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) E AT STUD TO FLOOR A55EMBLY GYP5UM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10" FIELI I TO SILL PLATE CONNECTION RIM J015T — FLOOR \ [ FOR 5TRAP - (4) SD COMMON NAILS -1015T NAI LING 5CHE:DULE: 1B' (WOOD FRAME CONSTRUCTION MANUAL BLOCKING 2 BAYS BACK®48"O.C. WALL 5HEATHING AT EACH END OF 5TRAP ROUGH OPENING REQUIREMENT5 FOR WINDOW OPF-NIN65 > L EXCEPTION: WRAP STRAPPING UNDER SILL PLATE SILL PL. WHEN AN ATTIC FLOOR OR OMLIN6 DIAPHRAGM 15 USED To L L STRUCTURAL PANELS ad 10d 6" EDGE / 12" FIE Notatin BRACE THE GABLE ENDAALL OR WHEN A HIP ROOF SYSTEM � �O FIBERBOARD PANELS a • ° ° , . Op'Roening A B G D E Fn N 15 USED BLOCKING IS NOT REQUIRED. a bd bd 3" EDGE/ 6" FIE 1_6 -O" 2 (u 2x4 1 , 1 1 A NAIL SPACING FOR SHEATHING @ PRESSURE ZONES 32' ad ad 3" EDGE /6" FIEL • .d 4'-O" 4 (1)2x4 2 2 2 2 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIE 6'-O" 6 (2)2x4 or(1)2x6 3 3 3 3 D A ZONE 1 ZONE 2 ZONE 3 ZONE 4 HARDBOARD ad ad b" EDGE / 12" FIELD 81-O" a (2)2x4 or(1)2x6 3 3 3 3 FIELD 8"O.G. 12"O.G. 3"O.G. 4"O.G. n PARTICLEBOARD PANELS ad ad b' DISE / 12" FIELD 10'-0" 10 (2)2x6 4 4 4 4 PANEL EDGES 4"O.G. 6"O.G. 3"O.G. 3"O.G. DIAGONAL BOARD 5HEATHIN,5 B AT 5TUD TO FLOOR ASSEMBLY 12��„ 12 (2)2x6 s s s s G E A A A A A 9 LO 1"xb" or 1"x8" 2-Sd 2-10d PER SUPPORT 51MP50 ' r- TO SILL PLATE CONNECTION 5P4 Notations : — r , . 1"x10" or WIDER 3-5d 3-10d PER SUPPORT (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) A. NUMBER OF 80 NAILS AT EACH END OF 5TRAPPIN05 a © O1 O3 O3 T ® a 3 ® 9 v FLOOR SHEATHING FOR STRAP - (4) 8D COMMON NAILS a ° . B. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO DOORS) / AT EACH END OF STRAP a , a ° A O © OO G. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HERDER F O O STRUCTURAL PANELS WRAP STRAPPING UNDER SILL PLATE , 1" OR LE55 ad 10d 6" EDGE / 12" FIED° NUMBER OF 160 NAILS END-NAILED THROUGH ADJACENT KING STUD TO END FOR 5P4 STRAP- (6) SD COMMON NAILS OF HEADER AT EACH 51DE CU Cc GREATER THAN 1" 10d 16d 6" EDGE /6" FIELDAT EACH BIDE OF STUD A A WRAP STRAPPING UNDER SILL PLATE •111"N ' •4 E• NUMBER OF JACK STUDS AT EACH END OF HEADERS(ASSUME DOUBLE HEADERS) V L_ 1 1 1 1 ® ® 00 ® ® ® ® 00 ® DIAGONAL BOARD SHEATHINGU F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT)AGK STUDS TO 1"xb" or 1"x8" 2-5d 2-10d PER SUPPORT END VIEW SECTION END OF SILL(5)AT EACH 51PE(DOES NOT APPLY r0 DOORS) N 1"x10" or WIDER 3-Sd 3-10d PER SUPPORT 1 L.L.. (Required for all New construction O 1. NAILING REQUIREMENTS ARE BASED ON WALL 5HE:ATHING NAILED b INCHES ON-CENTER AT THE PANEL SPLICING OI' TOP PLATE and/or New Additions) EDGE. IF WALL 5HElkTHING 15 NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHS TYPICAL EXTERIOR WALL CONST. �" SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR SEE FLOOR PLANS ,L• ¢ © © a 3 ® 3 Y ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 3/4"SUB FLOOR GLUED a NAILEDTCS'PLATE SPLICE k J116- 2. WSLAB ONE STORY 1A WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF AILS 2x FL.JT5 SEE PLANS REMENTS TOP PLATE SPLICE RfQUIREMi:TITS A B ON GRADE ALL OTHER CASES NOTE: GABLE ROOFS HIP ROOFS 0 [ BLOGKIN6 ,- SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. IN5UL.AS PER PLANS A=4 FEET IN ALL GASES C 3. CORRI510N RESTI5TANT 11 GAGE ROOFING NAILS AND 16 GAUGE 5TAPLE5 ARE PERMITTED, STRAPPING: NAILING REQUIREMENTS ARE FOR 120-MPH 3-SEG PEAK p CHECK THE IBC FOR ADDITIONAL REDUIREMENT5. (4)8D COMMON NAILS® 6USr. a EA.END OFSTRAP(BY RATIO LIN11T5=H/L<3V2 Buildin Minimum 1.2 Buildin Minimum 1,2 SIMPSON) Dimension (ft.) Splice Length (ft) Dimension (ft.) 5pl ice Length (ft.) 5PAGING 15 BASED ON 1/2"5HEATHIN6 4 8 Z D COMMON NAILS 0 PLYWOOD NOT TABLE 8301.2.1.2 JOIST HAN6ERBY51MP50N GHLORITMOR 12'-0° 3'-0" 12'-0° 2'-0" WIND—BORNE DEBRIS PROTECTION FASTENINGC 50LID BLOCKING -0.4'-0" 16'-0" 3'-0" SCHEDULE FOR WOOD STRUCTURAL PANM'c! W �= SOFFIT MATERIAL AS PER ELEVATIONS 20-0 5'O 20-0 4'-0" N ®SEAMS „ „ X Cl brace as FASTENER 5PAGING L [ lateral brace at 6' o.c. Truss or Ceiling Joist STRAPPING: ' (4)6D COMMON NAILS®EA.END 2 24'-0" 6'-0" 24'-O" 4'-0" OF STRAP OR H2 CONNECTOR <PANEL SPAN <PANEL SPAN fy '-'•- Gable End Trus 28'_0" T-0" 28'-0" 5-0" FASTENER TYPE PANEL SPAN 4 FOOT < FOOT 2-10d Valls (BY 51MP50N) <4 FOOT <6 FOOT < 5 FOOT L ' TYPICAL EXTERIOR WALL CONST. PLYW0OD a'-0" 32'-O" 6'-0" SHEATHING SEE FLOOR PLANS 8D COMMON 36'-O" a'-0° 36'-O" �•-0• 2-1/�'"6 w NAILS 0 b"O.G. MOOD SCREWS 16" 12" 9" (� 10-8d NailsCANTILEVER DETAIL (TYP) EDGE 4 FIELD. 40'-0" „'-0" 40'-0" co ��' M �_' 50'-0" 131-0" rJ0'-O" 10'-0" YVO/OD 5GREW5 16" 16" 12" N N TYPICAL EXTERIOR WALL CONST. HOLD DOWN SEE ` X 4- DETAILS THIS 60'-O" 16'-0" b0'-O" 12'-0" FOR 51:1 INCH =25.4 mm, 1 FOOT-304.8 mm, 1 POUND=0.454 kg, r O (v 5d Cooler Nails at 10"o.c. MACID COMMON SEE FLOOR PLANS SHEET 1' 1 1 MILE PER HOUR=1.609 km/h. NAILS®EA ENDO 70-O 19'-0' 70-O 14'-0" A.THI5 TABLE 15 BASED ON 110 MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF 17] � ^, to �� �� . STRAP(BY SIMPSON) OVER EXSTIBNN6 STRUCTURE 8�'-O" 22-0^ 80'-0" 16'-0" B,IFASTENER5 SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD O r W sem. 2 X4 Block nailed to each STRUCTURAL PANEL. � brace with 4-10d nails NEW 2ND FLOOR N S�rRaPPN6 A55 PER Top Plate G.NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. +� Gypsum Board DETAILS THIS SHT. W z Splice Length D.WHERE SGREW5 ARE ATTACHED TO MASONRYi5T000O,THEY SHALL BE 20 Gage Strap NOTE' 5'd Cooler Nalis at 7'"O.C. Q 1.SHEATHING AS PART OF SHEARWALL SEGMENT WNERE NOTED ON ATTACHED ug UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULRVr•RVNDB.AWEL 10-8d Nails Cy FLOOR PLAN,SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR 1.Tabulated splice lengths assume top CAPACITY OF 490 POUNDS. late-to-to late connectionusln 2-16d WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS /16"(11.1mm)AND A W j ADEQUATELY BLOCKED AT JOINTS. p p p g MAXIMUM SPAN OF 5 FEET(2455 mm).PANELS SHALL BE PRECUT TO COVER THE Endwall Studs z 2.HOLD DOWthe Hall SpaGingshail be reduced In order NS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS nails per foot.For shorter splice lengths, GLAZED OPF-NNC75 WITH ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL � REMOVE EXISTINGTHI5 SHEET. to provide an equivalent number of Halls. BE PROVIDED IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED EXISTING FIRST SHEATHING Y-0"BELOW TO RE515T THE 6OMPONENT5 AND GLADOING LOAD5 DETERMINED N FLOOR NEA 2ND STORY 3.REFER TO NAILING AND 5TRAPPIN6 DETAILS THIS SHEET TO FOR A 2.Tabulated splice lengths assume a mean roof height of 33 feet.For,mean roof 71 AGCARDANGE WITH THE PROVISIONS OF THE BUILDING GORE OF NEW YORK CONSTRUCTION. GONTINUOU5 LOAD PATH. heights of 15 feet or less,the tabulated 5TATE.PANEL5 ARE TO BE STORED ON 51TE AND NUMBERED WITH THEIR values shall bepennitted to be multiplied CORRESPONDING WINDOWS. by 0.50. CEILII`IG BRAISING GABLE ENDWALL LOAD PATH/ FRAMING DETAIL 5HEARNALL SEG. DETAIL (TYP) DL I 8301.2.1.2 PROTECTION OF OPENINGS. SECTION 8309 6ARASES AND CARPORTS 8311.5.1 Width.Stairways shall not be less than 36 inches 0414 mm)In clear width at all points All wood In contact with the ground,embedded in concrete In dlrect contact with the ground or 1.Perforated sheet metal lates not less than 0.070 Inch(1.8 mm)thick.2.Ex anded sheet Windows in buildings located in windborne debris regions shall have glazed openings protected above the permitted handrail height and below the required headroom height.Handrails shall not embedded In concrete exposed to the weather that supports permanent structures Intended metal plates not less than 0.04?inch(12 mm)thlck.9.Gast-Iron grill or grating.4.Extruded ro ect more than 4.5 inches(114 mm)on either side of the stat and the minimum clear SECTION M1502 CLOTHES DRYER EXHAUST from windborne debris or the building shall be designed as a partially ernlosed building in Rwl.1 Opening protection.Openings from a private garage directly into a room used for P f for human occupancy shall be approved pressure-preservative-treated wood suitable for load�eartng brick vents.5.Hardware cloth of 0.035 Inch(0.89 mm)wire or heavier.b. rdance with ASCE 1.Glazed o enin rotection for windborne debris shall meet the sleeping purposes shall not be permitted.Other openings between the garage and residence width of the stairway at and below the handrail height,Including treads and landings,shall not be round contact use,exce untreated wood m be used where entire) below roundwater level y P y ems, acro p g p g � � y g corrosion-resistant wire mesh,with the least dimension being 1/8 inch(32 mm). M1502.1 Genera.D er exhaust s stems shall be Inde endent of all other s st requirements of the Large Missile Test of an approved Impact resisting standard or ASTM E shall be equipped with 3/4-hour fire-protection-rated assemblies equipped with self-closing less than 31.5 Inches(787 mm)where a handrail Is installed on one side and 21 inches(698 mm) or continuously submerged in fresh water.R319.1.3 Geographlcal areas.In geographical areas y a s all conve the moisture to the outdoors. where handralls are provided on both sides. where ex erience has demonstrated a s ecific need, roved natural) durable or G 1996 and ASTM E 1886 referenced therein, devices. P P aPP y Exception:The total area of ventilation openings shall be permitted to be reduced to 7/1,500 of �` `A ressure- reservatfve-treated wood shall be used for those ortions of wood members that Exception:Thle section shall not apply to listed and labeled condensing(ductless) Gj Face tion:The width of s Ira)stalrwa s shall be in accordance with 5ectlon 8311.5.8.8311.52 P P P the under-floor area where the ground surface is covered with�approved Glass I vapor Exception:Wood structural panels with a minimum of 1/16 inch(11 mm)and a maximum span of 8 R30q.1.1 Duct penetration.Ducts In the garage and ducts penetrating the walls or ceilings P P y form the structural su its of buildi s,balconies, rches or similar rmanent builds Ppo n9 po Pe r'n9 retarder material and the required openings are placed to provide cross ventilation of the clothes dryers. ��'I � � ��� 2438 mm shall be ermitted for o enin rotectlon In one-and two-stor buildin s.Panels separating the dwelling from the garage shall be constructed of a minimum No.26 gage(0.48 Headroom.The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 appurtenances when those members are exposed to the weather without adequate protection space.The Installation of operable louvers shall not be prohlblted.R408.3 Unvented crawl space. feet( ) p p 9 P y 9 r undin the ni containin mm)sheet steel or other approved material and shall have no openings into the garage.R309.12 Inches(2036 mm)measured vertically from the sloped plane adjoining the tread nosing or from from a roof,eave,overhang or other covering that would prevent moisture or water Ventilation openings In under-floors aces specified in sections R408.1 and 8408.2 shall not be M1502.2 Duct termination.Exhaust ducts shall terminate on the outside of the G� shall be precut so that they shall be attached to the framing Su ro g ope ng g e laze o enin .Panels shall be secured with the attachment hardware Other penetrations.Penetrations through the separation required in Section R3og2 shall be the floor surface of the landing or platform.R311.5.3 Stair treads and risers.R311.5.3.1 Riser accumulation on the surface or at oints between members.De endin on local ex erience,such P �, bultding.Exhaust Quct terminations shall be in accordance with the dryer * t the product with th g d p g j P g P required where: � � .. height.The maximum riser height shall be 81/4 inches(204 mm).The riser shall be measured members m I%Iude:l.Horizontal members such as irders, olsts and decks 2.Vertical manufacturer's installation Instructions.Exhaust ducts shall terminate not less than m' provided.Attachments shall be designed to resist the component and cladding loads determined protected by filling the opening around the penetrating Item with approved material to resist the aJ 9 j n9 ._ -- ent In accordance with Table R3ol2.12 is ermitted free passage of flame and products of combuetion.R3012 Separation required.The garage shall vertically between leading edges of the adjacent treads.The greatest riser height within any members such as posts,poles and columns.3.Both horizontal and vertical members.R31g.1.4 9 P n9 9 N 3 feet(414 mm)in an direction from o en1 s Into buildin s Exhaust duct � 1 in accordance with Table 83012(2).Attachm p 1.Exposed earth is covered with a continuous Glass I vapor retarder.Joints of the vapor � -. �- fllght of stairs shall not exceed the smallest by more than 3/8 inch(9.5 mm)F,311.5.32 Tread Wood columns.Wood columns shall be a roved wood of natural deca resistance ora roved terminations shall be equipped with a backdraft damper.Screens shall not be for buildings with a mean roof height of 33 feet(10 058 mm)or less where wind speeds do not be separated from the residence and its attic area by horizontal or vertical separations PP y Pp retarder shall overlap by b Inches(152 mm)and shall be sealed or taped.The edges of the T 04 9�g 0 conformin to Sections R30q.2.1 and R3og2.2. depth.The minimum tread depth shall be 11 Inches(22q mm).The tread depth shall be measured pressure-preservative-treated wood. vapor retarder shall extend at least 6 Inches(152 mm)up the stem wall and shall be attached Installed at the duct termination. ` N E �O • exceed 130 miles per hour(58 m/s). g horizontally between the vertical planes of the foremost projection of adjacent treads and ata OF and sealed to the stem wall;and2.One of the following Is provided for the under-Floor right angle to the tread's leading edge.The greatest tread depth within any flight of stairs shall Exce tlons:l.Columns ex osed to the weather or in basements when su rted concrete M15023 Duct size.The diameter of the exhaust duct shall be as required by the TABLE 83012.12 WINDBORNE DEBRIS PF:OTEGTION FASTENING SCHEDULE FOR WOOD 83092.1 Vertical separations.Where partitions are used to separate an attached garage from a P P PPo bJ space:2.1.continuously operated mechanical exhaust ventilation at a rate equal to t cfm(0.41 not exceed the smallest by more than 3/8 Inch(9.5 mm).Winder treads shall have a minimum iers or metal edestals ro ectin 1 Inch(25.4 mm)above a concrete floor or 6 inches(152 clothes dryer's listing and the manufacturer's installation Instructions. STRUCTURAL PANELSa,b,c,d living space or Its attic,the partition assembly shall have a 3/4-hour fire-resistance rating. P P P j 9 Vs)for each 50 ft2(4.7 m2)of crawlsparGe floor area,including an air pathway to the common ' ` tread depth of 10 Inches(254 mm)measured as above at a point 12 inches(305 mm)from the mm)above exposed earth and the earth is covered by an approved impervious moisture area(such as a duct or transfer grille),and perimeter walks insulated fn accordance with Sectlon v side where the treads are narrower.Winder treads shall have a minimum tread depth of 6 Inches barrier2.Columns In enclosed crani s aces or unexcavated areas located within the eri he M1502.4 Transition ducts.Transition ducts shall not be concealed within Exception:In Ileu of providing partitions that have a 3/4-hour fire-resistance rating,one layer P p P �J N1102.2.8;22.GonQltloneQ air supply sized to deliver at a rate equal to i cfm(0.47 Vs)for of 5/8-Inch thick, a X, um board ma be Installed on the ar a side and one er of (152 mm)at any point.Within any flight of stairs,the largest winder tread depth at the 12 Inch of the building when supported by a concrete pier or metal pedestal at a het ht more than 8 construction.Flexible transition ducts used to connect the dryer to the exhaust FASTENER TYPE FASTENER SPACING(Inches) b)p - gyps y g ag IaJ 9 each 50 ft2(4.7 m2)of under-floor area,including a return air pathway to the common area t< anel s an 6 feet 6 feet< anel s an 8 feet 1/2-inch,type X,gypsum board may be installed on the opposite side.Application shall be In (305 mm)walk line shall not exceed the smallest by more than 3/8 inch(9.5 mm).R311.5.33 Inches(203mm)from exposed earth and the earth Is covered by an Impervious molsture y 9 9 (such as a duct or transfer rills),and rlmeter walls Insulated In accordance with 5ectlon duct s stem shall be limited to Sin le len ths,not to exceed 8 feet(2438 mm)and n 1 Panel span g 4 feet 4 fee p p £ P P £ Profile.The radius of curvature at the leading edge of the tread shall be no greater than q/16 barrier.R319.1.5 Ex osed lued-laminated timbers.The ortions of lued-laminated timbers that g shall be listed and labeled In accordance with UL 2158A. V/ No.6 Screws 16" 12" q" accordance with Section 8102.3.83092.2 Horizontal separations.Where horizontal construction p 9 P 9 N1102.2.8;23.Plenum complying with Section M1601.4,If under-floor space is used ase � 0 inch(14 mm).A nosing not less than 3/4 inch(19 mm)but not more than 11/4 inch(32 mm)shall form the structural su its of a bulldi or other structure and are ex osed to weather and No.8 Screws 16" 16" 12" 1s used to separate the garage from the living space or Its attic,such construction shall be PPo n9 P plenum.R4O8.4 Access.Access shall be provided to all under-floor spaces.Access openings be provided on stairways with solid risers.The greatest nosing projection shall not exceed the not ro eri otected b a roof,eave or similar coverin shall be ressure treated with M1502.5 Duct construction.Exhaust ducts shall be constructed of minimum ■ protected with one layer of 5/8-inch thick,type X,gypsum board,installed in accordance with P P y Pr y 9 P through the floor shall be a minimum of t8 inches by 24 Inches(457 mm by 610 mm).Openings the requirements of Section 8805.1.Openings In horizontal separations shall not be permitted smallest nosing projection by more than 3/8 inch(9.5 mm)between two storles,Including the reservatfve,or be manufactured from natural durable or reservative-treated wood.R31g2 0.016-inch-thick(0.4 mm)rigid metal ducts,having smooth interior surfaces with P k! P through a perimeter wail shall be not less than 16 inches by 24 Inches(40'1 mm by 610 mm).When ^^,, nosing at the level of floors and landings.Beveling of nosing shall not exceed 1/2 inch(12.7 mm). auali mark.Lumber and I wood re uired to be ressure reservatfve-treated In accordance joints running in the direction of air flow.Exhaust ducts shall not be connected with W except where the residence Is otherwise protected by vertical separations.Where the t<) P y a P -P any portion of the through-wall access is below grade,an areaway rat less than 16 inches by 24 Risers shall be vertical or sloped from the underside of the leading edge of the tread above at with section R31q.1 shall bear the all mark of an a roved Ins ection en that maintains sheet-metal screws or fastening means which extend Into the duct. Q For 51:1 Inch=25.4 mm,1 foot=304.8 mm,1 pound=4.448N, horizontal separation is afloor-ceiling assembly,the structure supporting the separation shall 0.0 � pP P a9 u! Inches(401 mm by 610 mm)shall be provided.The bottom of the areaway shall be below the an angle not more than 30 degrees(0.51 rad)from the vertical.Open risers are permitted, continuin su ervision,test) and Ins ctlon over the ualt of the roduct and that has been M1502.6 Duct le .The maximum len h of a clothes d er exhaust duct shall not �/ also be protected by not less than 5/8-inch(15.81 mm)type X gypsum board or 9 P n9 Pe 0. b! P threshold of the access opening.Through watt access openings shall not be located under a � 9t ry I r e ivalent.R309.3 Floors.Gar a floors shall be Of roved noncombustible material. provided that the opening between treads does not permit the passage of a 4-Inch diameter approved by an accredRatlon body that complies with the requirements of the American Lumber door to the residence.See Section M1305.1.4 for access requirements where mechanical exceed 25 feet(7620 mm)from the dryer location to the wall or roof termination. 1i4e1••iiii� 1 mile per hour=0.441 m/s. au a9 aPp /� (102 mm)sphere. Standard Committee treated wood program. equipment is located under floors. 9 The maximum len th of the duct shall be reduced 2.5 feet(162 mm)for each � L.L, a.This table Is based on 130 mph wind speeds and a 33-foot mean roof height. The area of floor used for parking of automobiles or other vehicles shall be sloped to 45-degree(0.8 rad)bend and 5 feet(1524 mm)for each 110-degree(1.6 rad)bend. � Z Exceptions:(.A nosing is not required where the tread depth is a minimum of 11 inches(2711 8319.2.1 Re ired Information.The re ired ualit mark on each iece of The maximum len th of the exhaust duct does not Include the transition duct. faGihtate the movement of liquids to a drain or towarA the main vehicle entry doorway. 0.0 0.0 0. y p 8408.5 Removal of debris.The under-floor grade shall be cleaned of all vegetation and organic 9 mm)2.The opening between adjacent treads Is not limited on stairs with a total rise of 90 pressure-preservative-treated lumber or plywood shall contain the following information:(. material.All wood forms used for I Exre Ions: b.Fasteners shall be Installed at opposing ends of the wood structural panel.Fasteners shall inches(762 mm)or tess.R311.5.4 Landings for Stairways.There shall be a floor or landing at the pacing concrete shall be removed before a bu(iding Is Pt Y R30q.4 Gar rts.Ga rte shall be o en on at least two sides.Gar rt floors shall be of Identification of the treating plant2.Type of preservative.3.The minlmum preservative occu led or used fora u ose.All construction materials shall be removed before a buildin 1.Where the make and model of the clothes dryer to be installed is known and the 0 V be located a minimum of 1 inch from the edge of the panel. � �o P � to and bottom of each stalrw P �P � g approved noncombustible material.Carports not open on at least two sides shall be considered P retentlon.4.End use for whichi the product was treated.5.Standard to which the product was is occupied or used for any purpose. manufacturer's Installation instructions for the dryer are provided to the building L_ 1 O � c.Fasteners shall be long enough to penetrate through the exterior wail covering and a minimum a garage and shall comply with the provisions of this section for garages. treated.6.Identity of the approved inspection agency.l.The designation"Dry'if applicable. official,the maximum length of the exhaust duct,Including any transition duct,shall �►j "t Exception:A floor or landing is not required at the top of an interior flight of stairs,including n 1 N 4_J of 11/4 inches Into wood wall framing and a minlmum of 11/4 Inches into concrete block or R408.6 Finished grade.The finished grade of under-Floor surface may be located at the bottom be permitted to be in accordance with the dryer manufacturer's Installation V/ IMN 4-d concrete,and Into steel framing a minimum of 3 exposed threads.Fasteners shall be located a Exception:Asphalt surfaces shall be permitted at ground level In carports. stairs in an enclosed garage,provided a door does not swing over the stairs. Exception:ouaiity marks on lumber less than 1 inch(25.4 mm)nominal thickness,or lumber less W of the footings;however,where there is evidence that the groundwater table can rise to within instructlonS2.Where large-radius 45-degree(0.8 rad)and 110-degree(1.6 rad) than nominal 1 inch by 5ln.hes(25.4 rnm by 121 mm)or 2 Inches by 4 Inches(51 mm by 102 mm) 6 Inches(152 mm)of the finished floor at the buildin erimeter or where there is evidence that bends are Installed,determination of the equivalent length of clothes dryer exhaust minlmum of 21/2 Inches from the edge of concrete block or concrete. 9 P A flight of stairs shall not have a vertical rise larger than 12 feet(3658 mm)between floor or lumber 36 Inches(914 mm) or less in len h shall be lied stam in the faces of exterior duct for each bend en ineerin Q.Where screws are attached to masonry or masonry/stucco,they shall be attached using The area of floor used for parking of automobiles or other vehicles shall be sloped to 9t aPP by P 9 the surface water does not readily drain from the building site,the grade In the under-floor by g g calculation In accordance with the ASHRAE vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. facilitate the movement of liquids io a drain or toward the main vehicle entry doorway. levels or landings. pieces or by end labeling not IleSs than 25 percent of the pieces of a bundled unft.R31,13 space shall be as high as the outside finished grade,unless an approved drainage system is Fundamentals Handbook shall be permitted. Fasteners.Fasteners for pressure-preservative and fire-retardant-treated wood shall be of provided. SECTION 8303 LIGHT,VENTILATION AND HEATING 8309.5 Flood hazard areas.For buildings located In flood hazard areas as established by Table The width of each landing shall not be less than the width of the stairway served.Every landing hot-dipped zlnc-coated gaNamized steel,stainless steel,silicon bronze or copper.The coating shall have a minimum dimension of 36 Inches(914 mm)measured in the direction of Table R Flood resistance.For buildings located,n areas prone to flooding as established in TABLE 8401.4.1 PRESUMPTNE LOAD BEARING VAWES OF FOUNDATION MATERIALSa 8301.2(1),garage floors shall be: weights for zinc-coated fasteners shall be to accordance with ASTM A 153. Table 83012(1): 8303.1 Habitable rooms.All habitable rooms shall have an aggregate glazlrg area of not less than travel.R311.5.5 Stairway walking surface.The walking surface of treads and landings of stairways e percent of the floor area of such rooms.Natural ventilation shalt be through windows,doors, 1.Elevated to or above the design flood elevation as determined In Section 8324;ort.Located shall be sloped no steeper than one unit vertical in 48 inches horizontal(2-percent Exceptions: 1.Walls enclosing the under-Floor space shall be provided with flood openings in accordance LOAD-BEARING PRESSURE louvers or other a roved o enin s to the outdoor air.Such o enin s shall be rovided with below the design flood elevation provided they are at or above grade on all sides,are used slo el.it311.5.b Handrails.Handrails shall be rovided on at least one side of each continuous run 1.One-half-Inch(12.1 mm)diarmeter or larger steel bolts.2.Fasteners other than nails and timber with Section 832422.2.The finished ground level of the under-floor space shall be equal to or pp p g p g p p p hlgher than the outside finished ground level. ready access or shall otherwise be readily controllable by the building occupants.The minimum solely for parking,building access,or storage,meet the requirements of Section 8324,and are of treads or flight with four or more risers.R911.5.6.1 Height.Handrail height,measured rivets shall be permitted to be of mechanically deposited zinc-coated steel with coating weights otherwise constructed In accordance with this aode.R309.6 Automatic ar a door o eners. In accordance with ASTM B 6W5,Class 55,minlmum. Ahere u DECKS. CLASS OF MATERIAL ( unds er uare foot) operable area to the outdoors shall be 4 percent of the floor area being ventilated. 9 a9 P vertically from the sloped plane adJolning the tread nosing,or finish surface of ramp slope,shall Where supported by attachment to an exterior wall,decks shall be positively anchored to the po P � 8401.3 DRAINAGE. applicable.Such G Automatic garage door openers,If provided,shall be listed In accordance with UL 325. be not less than 34 Inches(864 mm)and not more than 38 Inches(965 mm1.R311.5.6.2 Gontfnulty. primary structure and designed for both vertical and lateral loads as rystalline bedrock 12,000 Surface drainage shall be diverted to a storm sewer conveyance or other approved point of attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. '^ Exceptions: SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENIN65 Handrails for stairways shall be continuous for the full length of the flight,from a point directly collection so as to not create a hazard.Lots shall be graded to drain surface water away from Where positive connection to the primary building structure cannot be verified during Inspection, Sedimentary and foliated rock 4,000 vJ R31o.1 Emergency escape and rescue required.Basements with habitable space and every above the top riser of the flight to a point directly above the lowest riser of the flight.Handrail foundation walks.The grade shall fall a minimum of b inches(152 mm)within the first 10 feet decks shall be self-supporting.For decks with cantilevered framing members,connections to Sandy gravel and/or gravel(6W and 6P) 3,000 . (3048 mm). exterior walls or other framin members,shall be desi ned and constructed to resist u lift C 1.The glazed areas need rat be operable where the opening Is not required by Section 8310 and sleeping room shall have at least one operable emergency and rescue opening.Such opening ends shall be returned or shall terminate in newel posts or safety terminals.Handrails adjacent 9 9 P Sand,silty sand,clayey sand,s(Ity gravel 2,000 shall o en directs Into a ublic street, ublic aIle and or court.Where basements contain one resulting from the full Ifve load specified to Table R3o1.5 acting on the cantilevered portion of and cls a ravel(5W,5P,SM,5C,6M and 6G) an approved mechanical ventilation system capable of producing 0.35 air change per hour In the P y P p y.y to a wall shall have a space of not less than 11/2 inch(38 mmJ between the wall and the handrails. the deck. y y g •F-+ room Is installed or a whole-house mechanical ventilation system is installed capable of supplying or more sleeping rooms,emergency egress and rescue openings shall be required In each R404.1.6 HE16HT ABOVE FINISHED GRADE. Clay,sandy clay,silty clay,clayey silt,silt 1,500b Slee in room,but shall not be re uired in ad oinin areas of the basement.Where emer enc Concrete and masonry foundartion walls shall extend above the finished grade adjacent to the and sand silt outdoor ventilation air of 15 cubic feet per minute(cfm)(18 Vs)per occtupant computed on the P 9 a J 9 9 y Exceptions:).Handrails shall be permitted to be Interrupted by a newel post at the turn2.The foundation at all points a mininnum of 4 inches(102 mm)where masonry veneer is used and a y fGL,ML,MH and GH) U) basis of two occupants for the first bedroorn and one occupant for each additional bedroom. escape and rescue openings are provided they shall have a sill height of not more than 44 use of a volute,turnout,starting easing or starting newel shall be allowed over the lowest minimum of 6 inches(152 mm)elsewhere. 8602.8 FIREBLOGKIN6 REQUIRED. This exce Ion shall not be allowed in owner,occu led,one-famil dwellin s,not su lied with Inches(1118 mm)above the floor.Where a door opening having a threshold below the adjacent tread.R311.5.6.3 Handrail rf size.All re ired handrails shall be of one of the followin t es Flreblocking shall be provided to cut off all concealed draft openings(both vertical and 0 Pt P y 9 PP 9 P 0.0 9 yP For 51:1 ound er s uare foot= .0474 kPa. electrical er In accordance with 5ectlon 1_330122.2.The lazed areas need not be installed ground elevation serves as an emergency escape and rescue opening and Is provided w th a or rovlQe a ivalent ras abill 1.T e I.HanQra(Is with a circular cross section shall have an P P a O / 1 P� 9 P 0.0 9 P �• yP 404.1.1 BACKFILL PLACEMENT. `.J ms h r ce tion a satisfied and artificial Ii ht is rovided ca able of bulkhead enclosure,the bulkhead enclosure shall comply with Section R310.3.The net clear ut ide diameter of at least 11/4 Inches 32 mm)and not reater than 2 inches(51 mm).T the Backfill shall not be placed aglalnst the wall until the wall has sufficient strength and has been horizontaU and to form an effective fire barrier between stories,and between a top story and In roo w e e Ex p 1 abov is g p p o 5 ( 9 the roof space.Ffreblocking shall be provided In wood-frame construction in the following a.When soil tests are re ired Section R401.4,the allowable bearin c acitles of the roducln an aver a Illumination of 6 footcandles(65 lux)over the area of the room at a opening dimensions required by this section shall be obtained by the normal operation of the handrail is not circular it shall have a erimeter dimension of at least 4 Inches(102 mm)and not anchored to the floor above,.or has been sufficlentiy braced to prevent damage by the backfill. ec 9 aP P 9 a9 P ovations. height of 30 Inches(762 mm)above the floor•level.This exception shall not be allowed in emergency escape and rescue opening from the Inside.Emergency escape and rescue openings greater than 61/4 inches(160 mm)with a maximum cross section of dimension of 21/4 Inches l soli shall be part of the re h an all Qatlons. with a finished sill hes ht below the ad acent round elevation shall be rovided with a window 1.In concealed spaces of stud wails and partitions,including furred s aces and araltel rows of b.Where In-place soils with an allowable bearing capacity ha less than mined psf are likely owner-0ccupied,one-family dwellings not supclleQ with electrical power in accordance with 9 j 9 P (51 mm)2.Type II.Handrails with a perimeter greater than 61/4 inches(160 mm)shall provide a P P to be present at the site,the allowable bearing capacity shall be determined by a soils 5EG71ON 8406 FOUNDATION;WATERPROOFING AND DAMPPROOFIN6 studs ors ered studs;as follows:l.1.Vertical) at the ceilin and floor levels.l2.Horizontal) Sectlon E33o1.22.3.Use of sunroom additions and patio covers,as defined fn Section R2o2, well in accordance with Section 8310.2.Emergency escape and rescue openings Shall open graspable finger recess area on both sides of the profile.The finger recess shall begin within a �9g y 9 y shall be permitted for natural ventilation If In excess of 40 percent of the exterior sunroom directly Into a public way,or to a yard or court that opens to a public way. distance of 3/4 inch(19 mm)measured vertically from the tallest portion of the profile and at Intervals not exceeding 10 feet(3048 mm).2.At all interconnections between concealed Investigation. 8406.1 concrete and masonry foundation dampproofing.Except where required by 5ectlon vertical and horizontals ccs such as occur at soffits,dro ceilin and cove ceilin s3.In wails are open,or are enclosed only by insect screening.R303.2 Ad joining rooms.For the achieve a depth of at least 5/16 inch(8 mm)within V8 Inch(22 mm)below the widest portion of P 9s 9 W 84062 to be waterproofed,ifoundation walls that retain earth and enclose interior spaces and concealed S aces between stair stripe � purpose of determining light and ventilation requirements,any room shall be considered as a 8310.1.1 Minimum opening area.Ail emergency escape and rescue openings shall have a minimum the profile.This required depth shall continue for at least 3/8 Inch(10 mm)to a level that Is not P g rs at the top and bottom of the run.Enclosed spaces ortion of an ad oinin room when at least one-half of the area of the common wall is o en and net clear opening of 5.1 s uare feet(0.530 m2). floors below grade shall be dampproofed from the top of the footing to the finished grade. V p f g p 0. less than 13/4 Inches(45 mm)below the tallest portion of the profile.The minimum width of the under stairs shall comply with Section h an appro a openings around vents,pipes,ducts,cables TABLE R403.t MINIMUM WiDTH OF CONCRETE OR MASONRY FOOTINGS(inches)a .L Masonry walls shall have not less than 3/8 inch(g.5 mm)portland cement purging applied to the and wires at ceiling and floor level,with an approved material to resist the free ss a of �• unobstructed and provides an opening of not less than one-tenth of the floor area of the handrail above the recess shall be 11/4 inches(32 mm)to a maximum of 23/4 inches(10 mm). t� a9 exterior of the wall.The purging shall be dampproofed in accordance with one of the following: E Interior room but not less than 25 square feet(2.3 m2). Exception:Grade floor openings shall have a minimum net clear opening of 5 square feet(0.465 Edges shall have a minlmum radius of 0.01 inch(025 mm).R311.5.1 Illumination.All stairs shall be flame and products of combustlon.5.For the fireblocking of chimneys and fireplaces,see LOAD BEARING VAWE OF 501E(psf) m2).R310.12 Minimum opening height.The minimum net clear opening height shall be 24 inches provided with IIIumination In accordance with 5ectlon 8303.6.8311.5.8 Special stairways.Spiral 5ectlon R1003.1q.6.fireblocking of cornices of a two-Family dwelling Is required at the line of L Face tion:O ni s re uired for Ii ht and/or ventllatlon shall be ermltted too en into a (610 mm).R31o.1.3 Minimum o enin width.The minimum netclear o enin width shall be 20 inches 1.Bltuminous coating.2.3 pxnds per square yard(1.63 kg/m2)of acrylic modified cement.9. Q P 9 P 9 stairw s and bulkhead enclosure stairw s shall con I with ail re uirements of Section R311.5 dwelling unit separatlem.Rb02.8.1 Materials.Except as provided(n 5ectlon 8602.8,Item 4, 1,500 2,000 3,000 f 4,000 ", lL P ire ng a g P P aJ aJ P y 0. 1/8-inch(32 mm)coat of surface-bonding cement complying with ASTM G 881.4.Any material thermally isolated sunroom addition or patio cover,provided that there Is an openable area (508 mm).R310.1.4 operational constraints.Emergency escape and rescue openings shall be except as specified belowR31t.5.8.1 Spiral stairways.Spiral stairways are permitted for Interior fireblocking shall consist of 2-Inch(51 mm)nominal lumber,or two thicknesses of 1-inch(25.4 permitted for waterproofing in Section 8406.2.5.Other approved methods or materials. v =: o eratfonal from the inside of the room without the use of ke s tools ors ectal mm)nominal lumber with broken lap Joints,or one thickness of 23/32 Inch(19.8 mm)wood conventional light-frame construction )` between the adjoining room and the sunroom addition or patio cover of not Tess than one-tenth P y P use as a component of the means of egress from a habitable room,a basement or an attic, N L _ of the floor area of the Interior room but no".less than 20 square feet(2 m2).The minlmum knowiedge.R3102 Window wells.The minimum horizontal area of the window well shall be q square provided the minimum width shall be 26 Inches(660 mm)with each tread having a 71/2-Inches structural panels with Joints backed by 23/32-Inch(1g.8 mm)wood structural panels or one 1-story 12 12 12 12 V CL operable area to the outdoors shall be based upon the total floor area being ventilated. feet(0A m2),with a minimum horizontal projection and wldth of 36 lnches(914 mm).The area of (lqo mm)minimum tread depth at 12 inches from the narrower edge.All treads shall be identical, Exception:Purging of unit masonry walls Is not required where a material is approved for direct thickness of 3/4-Inch(19.1 mm)particleboard with Joints backed by 3/4-Inch(14.1 mm) 2-story 15 12 12 12 i- L application to the masonry. O p the window well shall allow the emergency escape and rescue opening to be fully opened. and the rise shall be no more than 111/2 Inches(241 mm).A minimum headroom of 6 feet 6 inches particleboard,1/2-Inch(12.1 mm)gypsum board,or 1/4-Inch(6.4 mm)cement-based mlllboard. 3-story 23 11 12 12 `~ 4- 8303.9 Bathrooms.Bathrooms,water closet Compartments and other similar rooms shall be (1982 mm)shall be provided.A spiral stair is not permitted to be the only means of egress from Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a 4-Inch brick veneer over light frame or 8-Inch hollow concrete masonry N N Concrete walls shall be dampproofed by applying any one of the above fisted dampproofing 3 3 rovided with re ate lazin area In windows of not less than 3 s are feet(0.3 m2), Exception:The ladder or steps required by 5ectlon 8310.2.1 shall be permitted to encroach a a sto of a bulldi 8311.5.82 Bulkhead enclosure stalrw s Stairw s servin bulkhead manner a to be securely retained In place shall be permitted i an acceptable fire block.Batts 1�tory 12 12 12 12 to 0 p a99 9 9 9 0.0 � �• � • � g materials or any one of the waterprooFfng materials listed In 5ectlon 8406.2 to the exterior of esn � maximum of 6 inches(152 mm)Into the required dimensions of the window well. enclosures,not art of the re ired buildin a ress, rovidin access from the outside rade or blankets of mineral or glass fiber or other approved nonrigid materials shall b¢permitted for 2 story 21 16 12 12 _ one-half of which must be operable. P 0.0 9 g p 9 9 the waII.R4062 concrete and masonry foundation waterproofing.In areas where a high water � H level to the basement shall be exempt from the requirements of 5ectfons R311.4.3 and 8311.5 compliance with the 10 foot horizontal fireblocking in walls constructed using parallel rows of 3-story 32 24 16 12 0 O O table or other severe soilloater conditions are known to exist,exterior foundation walls that Exception:The glazed areas shall not be required where artificial light and a mechanical R31o2.1 Ladder and steps.Window wells with a vertical depth greater than 44 Inches(1118 mm) where the maximum height from the basement finished floor level to grade adjacent to the studs or staggered studs.Loose Fill insulation material shall not be used as a fire bock unless O retain earth and enclose Interior spaces and floors below grade shall be waterproofed from the 8-inch solid or fully grouted masonry � '- ventilation s stem are rovided.The minimum ventilation rates shall be 50 cubic feet er minute shall be equipped with a permanently affixed ladder or steps usable with the window in the fully stalrw does not exceed 8 feet(2438 mm),and the rade level o enin to the stainv is specifically tested In the form and manner Intended for use to demonstrate its ability to remain Cn t0 c0 y P P aJ 9 P 9 top of the footing to the finished grade.Walls shall be waterproofed(n accordance with one of (24 Vs)for intermittent ventilation or 20 cubic feet er minute(10 Vs)for continuous open positlon.Ladders or steps required by this section shall not be required to comply with In place and to retard the spread of fire and hot gases.R602.8.1.1 UnfaceQ fiberglass.Unfaced 1-story cl 12 12 12 (n N N p covered by a bulkhead enclosure with hinged doors or other approved means.R311.6 Ramps. the following: ventilation.Ventilation air from the space shenll be exhausted directly to the outside.This Sections R311.5 and R911.6.Ladders or rungs shall have an inside width of at least 12 Inches fiberglass bett insulation used as fireblocking shall fill the entire cross section of the wall cavity 2-story 29 21 14 12 exception shall not be allowed in owner-0ccupied,one family dwellings not supplied with (305 mm),shall protect at least 3 inches(16 mm)from the wall and shall be spaced not more 8311,6.1 Maximum slope.Ramps shall have a maximum slope of one unit vertical in twelve units to a minimum height of 16 inches(406 mm)measured vertically.When piping,conduit or similar 3-story 42 32 21 16 1.2-ply hot-mopped felts.2.51.5 pound(25 kg)roll roofing.3.&-mil(0.15 mm)polyvinyl chiorlde.4. electrical power in accordance with Section E3301.2.2. than 18 inches(451 mm)on center vertically for the full height of the window well.R3103 horizontal(8.3-percent slope). obstructions are encountered,the insulation shall be packed lightly around the For 51:1 inch 25.4 mm,1 pound per square foot=0.0479 kPa. 6 mil(0.15 mm)polyethylene.5�.40 mil(1 mm)polymer modified asphalt.b.60 mil(1.5 mmJ flexible Bulkhead enclosures.Bulkhead enclosures shall provide dlrect access to the basement.The obstruction.R602.8.1.2 Firebiocking integrity.The integrity of all fireblocks shall be maintained. � bulkhead enclosure with the door anels in the full o en ositlon shall rovfde the minlmum net Exception:Where it Is technically infeasible to comply because of site constraints,ramps may polymer cement.).1/8 Inch(3 mm)cement-based,fiber-reinforced,waterproof coating.e.60-mil �' W R3o3.4 Opening location.Outdoor Intake and exhaust openings shall be located in accordance P y P P P have a maximum slope of one unit vertical in eight horizontal(12.5-percent slope).R311.62 (022 mm)solvent-free liquid-applled synthetic rubber. SECTION R807 ATTG ACCESS 1 . with Sections 8303.4.1 and 8303.42. clear opening required by Section R310.1.1.Bulkhead enclosures shall also comply with section / 1 a.Where minimum footin width Is 12 Inches,use of a sl le the of solid or full routed V � Landings required.A minlmum 3�Foot-by-3-Foot(414 mm by 414 mm)landing shall be provldeda. g ng wy y g 8311.5.82. At the to and bottom of ram 2.Where doors o en onto ram 3.Where ram s chane Exce tions:l.Foundations re lated In this section m be dam roofed in accordance with 8807.1 Attic access.Buildin with combustible cellin or roof construction shall have an attic 12-inch nominal concrete mason units Is ermltted. p Ps P Ps• P 9 P � � PP 9s g r) P 8303.4.1 Intake openings.Mechanical and gravity outdoor air Intake openings shall be located a direction.R311.6.3 Handrails required.Handrails shall be provided on at least one side of all Section R406.1,provided fowndation drainage is Installed In accordance with Section R4052. access opening to attic areas that exceed 90 square feet(2.8 m2)and have a vertical height of minimum of 10 feet(3048 mm)from any hazardous or noxious contaminant,such as vents, 8310.4 Bars,grilles,covers and screens.Bars,grilles,covers,screens or similar devices are ermltted to be laced over emer enc es a and rescue enin s ramps exceeding a slope of one unit vertical In 12 units horizontal(833-percent Organic-soMent-based products such as hydrocarbons,chlorinated hydrocarbons,ketones and 3D inches(162 mm)or more. chimneys,plumbing vents,streets,alleys,parking lots and loading docks,except as otherwise P P g y cap op g ,bulkhead enclosures,or slope).R311.b.9.1 Height.Handrail height,measured above the finished surface of the ramp slope, esters shall not be used for ItCF walls with expanded polystyrene form material.Use of plastic specified in this code.Where a source of contaminant Is located within 10 feet(3048 mm)of an window wells that serve such openings,provided the minimum net clear opening size compiles TABLE R4022 MINIMUM SPECIFIED COMPRESSIVE 5TRENGTH OF CONCRETE 6 C with Settlors 8310.1.1 to 8310.1.3,and such devices shall be releasable or removable from the shall be not less than 34 Inches(864 mm)and not more than 38 Inches 0465 mm).R311.6.3.2 roofing cements,acrylic coatpngs,latex coatings,mortars and pargings to seal IGF walls Is The rough-framed opening shall not be less than 22 Inches by 30 inches(559 mm by 162 mm) '�� V! Intake opening,such opening shall be located a minimum of 2 feet(610 mm)below the Handrail grip size.Handrails on ramps shall comply with Section R311.5.6.3.R311.6.33 Continuity. permitted.Gold-setting asphalt or hot asphalt shall conform to type G of ASTM D 449.Hot and shall be located in a hallway or other readily accessible location.A 30-Inch(762 mm) MINIMUM SPECIFIED COMPRE55WE STRENOTHa(f'c) contaminant source. inside without the use of a key,tool,special knowledge or force greater than that which is as halt shall be a lied at a teem erature of less than 200°F(93"G). minimum unobstructed headroom in the attics ace shall be rovided at some int above the ,_ required for normal operation of the escape and rescue opening. Handrails where required on ramps shall be continuous for the full length of the ramp.Handrail P Pp P P p Po V ends shall be returned or shall terminate(n newel posts or safety terminals.Handrails adjacent access opening.See Sectlon M1 305.13 for access requirements where mechanical equipment Is Weathering Potenttalb 0 � For the purpose of this section,the exhaust from dwelling unit toilet roonms,bathrooms and R31o.5 Emergency escape windows under decks and porches.Emergency escape windows are All joints in membrane waterproofing shall be lapped and sealed with an adhesive compatible located In attics. kitchens shall not be considered as hazardous or noxfous.R303.4.2 Exhaust enin Outside 5F�TION 8312 GUARDS oP 9s• allowed to be installed under decks and porches provided the location of the deck allows the with the membrane.R406.3 Damlpproofing for wood Foundations.YVood foundations enclosing TYPE OR LOCATION OF exhaust openings shall be located so as not to create a nuisance.Exhaust air shall not be emer enc esoa a window to be full o ened and rovides a ath not less than 36 Inches(1114 to a Guards.Porches,balconies,less ten raised floor surfaces located more than he Inches The In t THERMOSET rmoset-PLY 1-ply ro fi 9 y P y P P P habitable or usable spaces located below grade shall be dampproofed In accordance with CONCRETE GONSTRUGTION Negligible Moderate 5eeveere directed onto walkways.R303.5 Outslde opening protectlon.Air exhaust and Intake openings mm)in hes ht to a and or court. Eo a wall shall have fl space of not less than 1.5 inches rds of between the wall and the handrails The lnstalletion of thermoset single ply roofing shall comply with the provisions of this section. Basement walls,foundations and other 2,500 2,500 2,500c 9 y 5ectfons 8406.3.1 through 84106.3.4. that terminate outdoors shall be protected with corrosion-resistant screens,louvers or grilles SECTION 8311 MEANS OF EGRi'S5 (162 mm)above the floor or grade below shall have guards not less than 36 Inches(414 mm)in /� concrete not exposed to the weather V` 0) height.Open sides of stairs with a total rise of more than 30 Inches(162 mm)above the floor 8905.12.1 Slope.Thermoset single-ply membrane roofs shall have a design slope of a minimum of having a minlmum opening size of 1/4 Inch(6 mm)and a maximum opening size of 1/2 inch(13 mm), T +•e 8311.1 beneral.5tairw s,ram s,exterior a ress balconies,haliwa s and doors shall con I 8406.3.1 Panel Joint seated.Plywood panel folnts In the foundation walls shall be sealed full aJ P 9 y P y or grade below shall have guards not less than 54 Inc-hoe(864 mm)in height measured vertically one-fourth unit vertical(n 12 units horizontal(2-percent slope)for drainarye.R905.122 Material 0) to any dimension.Openings shall be protected against local weather condit'�ions.Outdoor air with this section. length with a caulking compournd capable of producing amolsture-proof seal under the Basement slabs and interior slabs on r � exhaust and intake o enin s shall meet the rovisions for exterior wall o enin rotectives in from the nosing of the treads. standards.Thermoset single-ply roof coverings shall comply with ASTM D 4637,ASTM D 5019 2,500 2,500 2,500c P g P P g P condltlons of temperature and molsture content at which It wilt be applied and useA.R4ob32 grade,except garage floor slabs � accordance with this code. 83112 Constructlon. Or GGSB 31-6P-52M.Rg05.12.3 Application.Thermoset single-ply roofs shall be installed Porches and decks which are enclosed with insect screening shall be equipped with guards Below-grade moisture barrier.A 6-mil-thick(0.15 mm)polyethylene flim shall be applied over the arccording to this chapter and the manufacturer 's Installation irwtructlons. � Q � 83112.1 Attachment.Required exterior egress balconies,exterior exit stairways and similar where the walking surface is located more than 50 Inches(162 mm)above the floor or grade befoa4rade portion of exterifor foundation walls prior to backfilling.Joints in the polyethylene Basement walls,foundation walls, 2,500 9,o0od 3,OOod ` _ 8303.6 Stairway Illumination.All Interior and exterior stairways shall be provided with a means � r below. flim shalt be lapped 6 Inches(•152 mm)and sealed with adhesive.The top edge of the exterior walls and other vertical to Illuminate the stairs,Includin the IanQin s and treads.Interior stairw s shall be rovided means of egress components shall be positively anchored to the primary structure to resist C g g P of eth lene film shall be bonded to the sheathin to form a seal.Film areas at rade level shall concrete work exposed to the weather both vertical and lateral forces.Such attachment shall not be accomplished by use of toenails or P y y g g 3404.2.13.3 ABANDONMENT OR REMOVAL OF HEATING OIL STORAGE TANKS. 0 with an artificial light source located in the immediate vicinity of each land ng of the stalrway. R312.2 Guard opening limitations.Required guards on open sides of stairways,raked floor 4-e nails subject to withdrawal,R31t.2.2 Under stair protectlon.Enclosed accessible space under be protected from mechan,call damage and exposure by a pressure preservatively treated The abandonment or removal of heating oil storage tanks and related piping In connection with Q� For Interior stairs the artificial I(ght sources shall be capable of illuminating treads and landings areas,balconies and porches shall have intermediate rails or ornamental closures which do not Porches,c rt slabs and Ste � 'Z Q stairs shall have walls,under stair surface and any soffits protected on the enclosed side with lumber or plywood strip attached to the wall several Inches above finish grade level and the conversion of liquid fuel burning appliance to alternative fuel shall be In accordance with this 2,500 3,o0od,e,f 3,500d,e,f 0 to levels not less than 1 foot-candle(11 lux)measured at the center of treads and landings. allow passage of a sphere 4 Inches(102mm)or more in diameter. extendin a roximate q Inches(229 mm)below rade.The oint between the stri and the wall exposed to the weather,and garage 1/2-inch(13 mm)gypsum board.R3113 Hallways.The minimum width of a hallway shall be not less g � ly g J p Sectlon. ,�` Exterior stairways shall be provided with an artificial light source located in the immediate shall be caulked full length prior to fastening the strip to the wall.other coverings appropriate floor slabs -� U than 3 feet(914 mm). vicinity of the top landing of the stairway.Exterior stairways providing access to a basement Exceptions: to the architectural treatment m also be used.The I eth lene film shall extend down to the � Po y y 34042.13.3.1 CONTENTS DISPOSAL.The entire contents of the heating oil storage tank and � in from the outside grade level shall be provided with at artificial light source located In the 1.The triangular openings formed by the riser,tread and bottom ral of a guard at the open side bottom of the wood footin late but shall not overla or extend into the ravel or crushed (0 +'e 8311.4 Doors. g P P g related piping shall be emptied,cleaned and purged of all vapor.The contents of the storage w' _ Immediate vicinity of the bottom landing of the stairway. of a stairway are permitted to be of such a size that a sphere 6 Inches(152 mm)cannot pass stone foot) 8406.3.3 Porous fill.The s ace between the excavation and the foundation wall For SI:1 pound per square Inch=6.895 kPa. ng• P tank and related piping shall be removed from the premises or property and disposed of in � through2.Openings for required guards on the sides of stair treads shall not allow a sphere shall be backfilled with the same materia(used for footings,up to a height of 1 foot(305 mm) accordance with a livable local,state or federal rules and re ulations. Face tions: 8311.4.1 Exit door required.Not less than one exit door conforming to this section shall be pp g tv p 43/8 inches(101 mm)to pass through. above the footing for well-dralned sites,or one-half the total back-fill height for poorly drained a.Strength at 28 days psi. � C provided for each dwelling unit.The required exit door shall provide for dlrect access from the 1.An artificial light source is not required at the top and bottom landing,provided an artificial habitable portions of the dwelling to the exterior without requiring travel through a garage. SECTION 8319 PROTECTION AGAINST DECAY sites.The porous fill shall be covered with strips of 30-pound(13.6 kg)asphalt paper or 6-mil 9404.2.13.3.2 ABANDONED IN PLACE. Q +J ���// (0.15 mm)polyethylene to permit water seepage while avoiding Infiltration of fine soils.R406.3.4 If the heatin oil sto a tank is to be abandoned to lace,the vent line shall remain o en and b.See Table 830120)for weathering potential. LL � Access to habitable levels not having an exit in accordance with this section shall be by a ramp 8319.1 I-ovation re Ired.Protection from dec shall be rovided In the follows locations b g � P p Ilgh,source Is located directly over each stinirway Sectlon2.Owner-occupied one-Family 0.0 aJ P n9 y In accordance with Section 8311.6 or a stairway In accordance with Section R311.5.R311.4.2 the use of natural) durable wood or wood that Is reservatfve treated to accordance with Intact,unless the tank Is filled with an Inert material.The oil fill pipe and other related piping Z dwellings not supplied with electrical power hi accordance with 5ectlon E3301.2.2.R303.6.1 Light y P 5EG710N 8408 UNDER-FE.00R SPACE c.concrete In these locations that may be subfect to freezing and thawing during �/� Door type and size.The required exit door shall be a side-hinged door not less than 3 feet(414 AWPA Ut for the s ecles, roduct, reservative and end use.Preservatives shall be listed In shall either be removed,or the oil fill pipe shall be filled with concrete. V/ activation.Where Ilghting outlets are tnstallecl in Interior stairways,there shall be a wall switch at P P P Barckfill.The remainder of the excavated area shall be backfilled with the Same type of soil aS construction shall be air-entrained concrete In accordance with Footnote d. mm)in width and 6 feet 6 Inches(2032 mm)in height.Other doors shall not be required to 5ectlon 4 of AWPA Ut. each floor level to control the Ilghting outlet where the stairway has six or more risers.The was removed during the excavation. comply with these minimum dimensions.R311.4.3 Landings at doors.There shall be a floor or 9404.2.13.3.3 TANK REMOVAL If the heating oil storage tank is to be removed,the vent line,oil illumination of exterior stairways shall b¢controlled from Inside the dwelling unit. 8408.1 Ventilation.The under-floor space between the bottom of the floor foists and the earth d.concrete shall be air-entrained.Total air content(percent by volume of concrete)shall landing on each side of each exterior door.The floor or landing at the exterior door shall not 1.Wood oists or the bottom of a wood structural floor when closer than t8 Inches(451 mm)or fill pipe and related piping shall also be removed,or the oil fill pipe shall be filled with concrete. j under any building(except space occupied by a basement)shall have ventilation openings be not less than 5 percent or more than 7 percent. � N � N be more than 1.5 inches(38 mm)lower than the top of the threshold.The floor or landing at wood irders when closer than 12 inches(305 mm)to the ex osed round in crawls es or N1101.11 FIREPLACES. M N Exceptions:).Lights that are continuously illuminated or automatically controlled.2. 9 P 9 t through foundation wads or exterior walls.The minimum net area of ventilation openings shall not +- exterior doors other than the exit door required by Section R311.4.1 shall not be required to unexcavated area located within the eri he of the buildin foundation.2.All wood framtn In ht-fittin noncombusitble fire lace doors to control infiltration losses shall be installed on X O Owner-occupied one-family dwellings not supplied with electrical power in arGcordance with P P rJ 9 g be less than 1 Square foot(0.0929 m2)for each 150 square feet(t4 m2)of under-floor Space g g p e.See Section 84022 for maximum cementitious materials content. r Section E3301.2.2.R303.1 Required glazed openings.Required glazed openings shall open comply with this requirement but shall have a rise no greater than that permitted in Section members that rest on concrete or masonry exterior foundation walls and are less than 8 Inches area,unless the ground surface is covered by a Glass 1 vapor retarder material.When a Glass t fireplace openings as provided herein: >_ O N Z 83115.3.The landing shall be permitted to have a slope not to exceed 0.25 unit vertical in 12 (203 mm)from the ex sed round.3.Sills and slee rs on a concrete or mason slab that IS r V directly onto a street or public alley,or a yard or court located on the same lot as the building. po g Pe � vapor retarder material(s used,the minimum net area of verntllatlon openings Shall not be IesS f.For garage floors with a steel troweled finish,reduction of the total air content m units horizontal(2 percent). in direct contact with the ground unless separated from such slab by an Impervious molsture than 1 square foot(0.0924 m2)for each 1,500 square feet(140 m2)of under-Moor space area. 1.Masonry fireplaces or fireplace units designed to allow an open burn.2.Decorative appliances (percent by volume of concrete)to not less than 3 percent is permitted if the specified r W (n R303.Tl Roofed porches.Required glazed openings may face Into a roofed porch where the barrier.4.The ends of wood girders entering exterior masonry or concrete walls having one such ventilating opening shall be within 3 feet(914 men)of each corner of the building. (ANSI Standard Z21.6o gas-log style unit)installed in vented solid fuel fireplaces.3.Vented compressive strength of the concrete is Increased to not less than 4,000 psi. � -F-+ �•' porch abuts a street,yard or court and the longer side of the porch Is at least 65 percent Exceptions:).Where a stairway of three or fewer risers Is located on the exterior side of a clearances of less than 0.5 Inch(12.7 mm)on tops,sides and ends.5.Wood siding,sheathing and decorative gas fireplace app(icances(ANSI Standard 221.50 unit). a (O = Z door,other than the required exit door,a landing Is not required for the exterior side of the wall framin on the exterior of a buildin havi a clearance of less than 6 inches(152 mm)from open and unobstructed and the telling height is not IesS than 7 feet(2134 mm).R3o3.12 9 9 n9 R4o8.2 Openings for under-Floor ventilation.The minimum net area of ventilation openings shall Sunroom additions.Required glazed openings shall be permitted to open Into sunroom additions door provided the door,other than an exterior storm or Screen door does not swing over the the ground.b.Wood structural members supporting moisture-permeable floors or roofs that are not be less than t square foot(0.0929 m2)for each 150 square feet(14 m2)of under-floor Fireplaces shall be provided with a source of combustion air as required by the fireplace or patio covers that abut a street,yard or court if In excess of 40 percent of the exterior stalrway2.The exterior landing at an exterior doorway shall not be more than 81/4 Inches(209 exposed to the weather,such as concrete or masonry slabs,unless separated from such floors area.One ventilating opening shall be within 3 feet(914 mm)of each corner of the building. construction provisions of this code. sunroom walls are open,or are enclosed only by Insect screening,and the ceiling height of the mm)below the top of the threshold,provided the door,other than an exterior storm or screen or roofs by an impervious moisture barr(er.7.Wood furring strips or other wood framing Ventilation openings shalt be covered for their height and width with any of the following sunroom Is not less than 1 feet(2134 mm).R303.6 Required heating.Every dwelling unit intended door does not swing over the landing.3.The height of floors at exterior doors other than the members attached directly to the Interior of exterior masonry walls or concrete walls below materials provided that the least dimension of the covering shall not exceed 1/4 inch(6.4 mm): to be occupied between September 15 and May 15 shall be provided with heating facilitles exit door required by 5ectlon 8311.4.1 shall not be more than 61/4 Inches(20q mm)lower than grade except where an approved vapor retarder Is applied between the wall and the furring capable of malntafning a minimum room temperature of 68"F(20°G)at a point 3 feet(914 mm) the top of the threshold. strips or framing members.R31q.1.1 Field treatment.Field-cut ends,notches and drilled holes of above the floor and 2 feet(610 mm)from exterior walls in all habitable rooms at the design preservative-treated wood shall be treated in the field in accordance with AWPA M4.R319.12 temperature.The Installation of one or more portable space heaters shall not be used to The width of each landing shall not be less than the door served.Every landing shall have a Ground contact.. achieve compliance with this section. minimum dimension of 36 Inches(914 mm)measured in the direction of travel.R311.4.4 Type of lock or latch.All egress doors shall be readily operable from the side from which egress fs to Exception:Owner-occupied one-famlly dwellings subject to the approval of the code be made without the use of a key or special knowledge or effort.R311.5 Stairways. enforcement official. DIVISION 1-GENERAL REQUIREMENTS b.Horizontal Shear:Fv =05 P51 c.compression perpendicular to grain: ll=6251151 1.Work performed shall comply with the following: d.compression parallel to grain: Fc =1300 P51 a.These general notes unless otherwise noted on plans or specifications. e.Modulus of elasticity: E=1,600,000 PSI 4" VENT THRU ROOF RE b.Building Code as specified on the architectural drawings, f.Moisture content: tq %maximum. 5'(E c.All applicable local and state codes,ordinances and regulations. I I Located in Field with Architect Roof d.in areas where the drawings do not address methodically,the contractor shall be bound to perform in strict 2.other species may be used provided substituted species shall meet or exceed requirements noted above. compliance with manufacturer's specifications and/or recommendations. 3.Moisture content: All lumber 4"and deeper shall have moisture content not greater than 1q%,air dried lumber is Master Bath 2.On-site verification of all dimensions aid conditions shall be the responsibility of the general contractor and desired but not necessary. Lumber may be kiln dried,however drying process must be slow and regulated to cause a his subcontractors minimum amount of checking,comparable with air dried stock. 3.Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should 4.All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in r' �2 2 I Kitchen Laundr cn a.Top chord Plane: Properly installed plywood sheathing with staggered joints and correct nailing should �2 consult Engineer/Architect in case of question. accordance with AFSPA standards and stamped Ground contact 0.40 lbs/cubic foot"• adequately brace the top chord plan. However,when gable end trusses are used,continuous 2 x 4 braces should be � � � � 2 � 2" � A 4.The general notes and typical details apply throughout the Job unless otherwise noted or shown. 5.Grade stamps shall appear on all lumber. installed at a ac angle to the truss framing. These braces should occur re 3 points ti each gable end: s shout 041190 Q� 5.Discrepancies: The contractor shall compare and coordinate all drawings;when in the opinion of the 6.Store all lumber above grade and protect from exposure to weather, between roof center-line and wall on each side a center-line and at center line in roof. 51NK SINK �O contractor,a discrepancy exists he shall promptly notify the Engineer,in writing,before proceeding with the B.Flitch Beams: b.Web Member Plane: Provide continuous 2 x 4 braces -1 45and angle from the bottom chord of the truss. This brace w.G. F N EW work or he shall be responsible for the same and any indirect results of his action. 1.Flitch beams shall have a minimum fb=15000,E=11.4 with 1/2"bolts located not closer than 2"from the top and should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nail this brace to all members it d.w. Washer 6.Omisslons: Architectural drawings and specifications shall be considered as part of the conditions for the bottom edge unless otherwise noted. There shall be a bolt top and bottom 2"from each end(see typical flitch plate crosses. Install this bracing at all gable or end wall conditions and at 14 foot minimum intervals througlhout the truss 2" 2 Fresh Air Intake work. In the event that certain features of the construction are not ful'y shown on the drawings,current bolt pattern detail). system. national,state and local codes,ordinances,regulations or agreements as well as current acceptable building G.Joist Hangers: c.Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. Three rows Tub First Floor practices shall govern,and their construction shall be of the same character as for similar conditions that are 1.All purlins,joists and beams not framed over supporting members shall be supported minimum are required located at the 1/4 points of the truss span. Securely nail these braces to all members that it C: '0 shown or noted. 2.Joist hangers shall be prime quality steel which conforms to A6TM-A525,min.22 gauge. Products acceptable crosses. Co 1.The Engineer will not be responsible fo^and will not have control over construction means,methods, shall be 51mpson,Kant-Sag,or equivalent. 5.Wood Floor Trusses: G.O. 2 3" 2" 2" 0 techniques,sequences or procedures,or for safe precautions and programs in connection with the work,and D.Bolts in Wood Framing: 2" TO Existing q q p �p p g 1.Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendlations. All G.O. will not be responsible for the failure of the Client or his contractors,subcontractors,or anyone performing 1.All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate sans, oist depth and spacing to be verified b manufacturer's.Shopdrawl s indicatingcalculations, loading,load Approved any of the work,to carry out the work in accordance with the approved contract documents. washers. test data and a other n formation required shall be sealed b a professional engineer registered in the jurisdiction 3 50HP5 Sanitary � q y p 9 9 J 3 EHGI Housetra 8.Any and all drawings and specifications for sitework,plumbing supply or waste,electrical circuitry,and 2.Steel plate washer sizes shall be as follows: p System _� Y heating,ventilating,fabricated trusses,and air conditioning systems are not a part of the professional services a.1/2"and 5/8"Diam.bolts-2-1/4"sq.x 5/16" where construction is taking place. Truss manufacturer shall verify all spans,dimensions,bearing po(nits spacing,etc. G.O. y L provided to the Client by the Engineer unless included under their agreement. Any discrepancies with these b.3/4"Dia.bolt5-2-5/8"sq.x 5/16 Fabricator must submit two sets of complete shop drawings and truss layout plan,each sealed by a professional engineer registered in the jurisdiction where the construction is taking place,to Engineer prior to fabrication,one for documents by any of the above listed services as shown In documents prepared by others should be indicated 3.Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. Engineer's records and one to be returned to contractor after review. _ } In writing to the Engineer immediately. 4.For 9111 anchors,see typical details on architectural drawings. 2.Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpauillns to prevent 3 q.Prior to application for building permits,the Contractor will furnish the Engineer with two sets of shop Bolts: CL exposure to the elements. Always store upright,especially if stacking. (1)drawings of all prefabricated components,one set to be retained byl Engineer,the other set to be returned to 1.Shall be of structural grade Steel. 3 contractor after review. Items requiring shop drawings include but are not limited to roof trusses,floor 2.Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 2/3 DIVISION 1-THERMAL AND M015TURE PROTECTION I U m 1�ri n Schematic z trusses,stairs,cabinets,vanities,etc. Should the design or configurations of any prefabricated component be depth of members being bolted together. 5O1/4 - 1 -O C ) modified during construction from previously approved shop drawings,the Engineer shall be furnished,prior F.Altering Structural Members: A.Roofing: - O U to fabrication,with revised shop drawings incorporating the revision. If the Engineer is not provided with the 1.No structural member shall be omitted,notched,cut,blocked out or relocated without prior approval by the 1.Fiberglass Shingles:THIRTY(30)year self sealing shingles over 1 layer of 30#asphalt saturated felt underlayment :3above information,the client shall defend,indemnify,and hold harmless the Engineer from any claim or suite Engineer. Do not alter sizes of members noted without approval of Engineer. unless otherwise noted. Install according to manufacturer's instructions. +J whatsoever,including but not limited to,all payments,expenses or costs included,arising or alleged to have G.Built-up Beams: 2.Cedar Shakes: #2 grade red-label cedar shakes(18"1 x A57)over one layer 30#a.s.f,underlaymemt. Install with 4 N arisen from prefabricated items. 1.Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: 1/2"weather exposure. Apply an 18"wide strip a 30#a.5.f,over each course of shakes, T'from bottom edge of shake t� 10.The conditions and assumptions stated in these specifications shall be verified by the contractor for a.Members q-1/4"and less in depth: glue and internail w/2 rows 16D nails at 12"o.c.staggered. extending over top of shake and onto sheathing. r- conformance to local codes and conditions. In the event of a discrepancy between these specifications and b.Members greater than q-1/4"in depth or multiple 3 x members through bolt with 1/2"diameter machine bolts at 3.Eave Flashing: See note B-4,below. local codes or conditions,the contractor shall notify the Engineer in writing of the discrepancy and special, 24"o.c.staggered. B.Flashing engineering requirements shall be applied to Insure the building's structural integrity. H.Gutting of Seams.Joist and Rafters: 1.All flashing,counter flashing,and coping when of metal shall be of not less than no.26 U.S.gauge corrosion-resistant 11.These requirements may be superseded by more stringent information contained within metal. 1.Gutting of wood beams,joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of the drawings. The more stringent shall be followed. 2.Flash all exterior openings and all building corners with approved material to extend at least 4"behiind wall covering. 12.5011 conditions shall conform to or exceed the follows conditions: the member and shall not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not n9 cover all exposed plywood at building corners with waterproof building paper. BearingCa acit :Min.2000 5f.field ve•ified under all footings and reinforced slabs. exceed 1/4 the de th of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom p 9 p 9 � 3.Step flash at all roof to wall conditions. Flash and caulk wood beams and other projections through exterior walls or of the joists and t e diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams,joists Water Table: Min.2'-0"below bottom of all concrete Slabs and footngs. Footings,foundations,Ovalis,and roof surfaces. and rafters of 4 Inches or greater nominal thickness shall not be notched,except at ends of members. slabs shall not be placed on or in Marine Clay,Peat and other organo materials. 4.Save flashing shall consist of two layers of 15#a.s.f.cemented together in addition to required palling from the edge 13.Live Loads: Roof: 20 sf. Floor:40�sf(except sleeping rooms,30 f). Exterior Balconies:60 f. Stair Landings: I.Pipes in Stud bearing Nails or Shear Nails: p ( p p g s: g 1.Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. of the ea a up the roof to overlay a point 24 Inches inside the interior wall line of the building. 40p5f. Wind Load:l5psf. Garage:50p5f. Maximum foundation lateral pressure: 40psf. Dead Loads:tOpsf. G.Attic Ventilation: Bridging and Blocking:g Decks: 40W.Attics without storage 10p5f.Attics with storage 20psf.Guardra115 3 Handrails 200p5f. J. 1.Enclosed attic truss spaces and enclosed roof rafters Snail have cross ventilation for separate space with screened 1.There shall be not less than one line of bridging in every eight feet of span in floor,attic and roof framing. The 14.Bottom of footings shall extend below frost line of the locality and minimum 3'-0"below existing grade to ventilating openings protected against the entrance of moisture and rain In accordance with the N1FGM, .�.., undisturbed soil or soil compacted to q5 %dr density living a load carrying capacity as specified in Note 12, bridging shall con5lst of not less than one by three inch lumber double nailed at each end or of equivalent metal p y y g g ui p y p bracingof equal rigidity. Midi an bridging is not required for attic or roof framing where joist depth does not and NY5 and local codes and ordinances. See details on architectural Ca as verified by a soils engineer licensed 1n the locality where project is being built. qp g� q g J p plans for locations and details. Ca15.All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral support Is not otherwise exceeds 16",but less than 4'-0",shall consist of clean,porous,soil compacted in 6"layers to 415 %dry density provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. DIVISION 6-DOORS AND WINDOWS or provide#4 rebar at 2-0"o.c.,1'-0"beyond edge of undisturbed soil and 1'-0"into foundation wall. Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed 16.Free draining granular backfill(5M or better)shall be used against foundation walls consistent with the Instructions. 1. General W architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf(pounds per 1. indows in buildings located in wind-borne debris regions 1120 mph wind zone or with-in one mile of 0 cubic foot). If backfill pressures exceed 40pcf,then walls must be designed for actual pressures by a K.Lintel Schedule: the ocean.ba and sound Shall have glazed openings protected from wind-borne debris or the bu llding registered Professional Engineer licensed in the locality where project is being built 1.Unless otherwise shown,provide 1 lintel with 6"minimum bearing for each 4"of wall thickness. shall be designed as a partially enclosed building in accordance with the Building Gode of New York 11.unbalanced fill not to exceed 1'-0"unless otherwise noted and sub2.Lintel Schedule: substantiated by engineering calculations. State.Glazed opening protection for wind-borne debris shall meet the requirements of the Large Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached Span: Size of MemberUp to 4'-0" 31/2 x 31/2 x 1/2 or 2-2x6 Missile Test of ASTMS 1gg6 and of ASTMS 1886 their design strength. Proper precautions shall be taken to brace foundation walls when backfilling. Where Up t to-0" 4 x 31/2 x x 1/ or 2-2x8 Exception: backfill 15 required on both Sides,backfill both Sider simultaneously. 5-1"to b'-0" 5 x 31/2 x 5/16 or 2-2x10 Wood structural panels with a minimum thickness of 1/16 inch(11.1 mm)and a maximum span of 8 feet DIVISION 3-CONCRETE 6-1"to 8'-0" 6 x 31/2 x 3/8 or 2-2x12 (2438 mm)shall be permitted for opening protection in one-and two-story buildings.Panels shall be Plywood: precut to cover the glazed openings with attachment hardware provided.Attachments shall be providedL. v A.General: 1.All plywood shall be Doug fir or equal. It Shall be manufactured and graded in accordance with in accordance with Table 8302.2.1.2 or shall be designed to resist the components and cladding loads 1.The concrete properties shall be as follows: DOG P51-q5 for Construction and Industrial Plywood determined in accordance with the provisions of the Residential Code of New York State. B Item Min.comp.Strength Min.Aggregate size Slump 2.Each plywood sheet shall bear the"APA"trademark. 2.All windows shall have insulating glass,or single glass with storm windows or equal.Sizes Indicated on 6 g 26 Days(P51) 3.All end joints shall be staggered and shall butt along the center lines of framing members. plans are nominal only.Builder to consult with window manufacturer to determine exact sizes,rough Footings :i,000 1/2"-1" 4"t1° 4.The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. opening,etc.At least one window from each bedroom area shall have a net clear opening area of 5.15q. LL 51ab-on-6rade 2,500 1/2"-1" 4'41/2" 5.Nails shall be placed 3/8"minimum from the edge of the sheets. The minimum nail penetration into framing Ft.(grade floor 5.0 Sq.Ft.)with a net clear height of 24",a net clear opening width of 20",and a sill 3 �, Walls :000 1/2"4" 4"t1/2" members shall be 11/2"for 8d nails and 13/8"for 10d nails. height of 44"or less above the floor for egress purposes. Glazing 1n doors and fixed glazed panels y Garage Slabs d exterior slabs 5,500 1/2"-1" VtV w/50/6 6.All floors shall be nailed as per nailing schedule. immediately adjacent to doors or within 18"of the floor,which may be subject to frequent and air entrainment recurrent accidental human impact shall be tempered as per Residential Code of New York State and a local codes and ordinances. ° o 2.Concrete work shall conform to all requirements of AGI-318 specifications for structural concrete for buildings. M.Corner Bracing DW610N 9-FINISHES 1.Unless otherwise noted,brace exterior corners of building with 1 x 4 diagonals, let into studs,or with 4 x 8 3.All reinforcement,anchor bolts,pipe sleeves and other Inserts shall be positively secured in place and plywood sheet of thickness to match that of sheathing,or with metal strap devices installed in accordance A.General . . located according to the appropriate ardhitectural drawings and details nailing schedule 1.All gypsum wallboard shall be installed in accordance with the provisions of the Residential code of New York state and N B.Reinforcing Steel: 2.Lap plates at all corners. local codes and ordinances(as applicable). o 1.Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM 4 N.Nailing: 2.Gypsum wallboard shall not be installed until weather protection for the installation iS provided. Storage should be in 1 615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. 1.All nailing shall comply with nailing schedules in WFGM,(see attached schedule)and accordance with manufacturer's instructions. (A �9 2.Detailing,fabricating and placing of reinforcement shall be in accordance with AGI-318-qq Manual of all state and local building codes,or maufacturer's recommendations. 3.All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are (n O O Building Code Requirements for structural Concrete 0.Fire Stopping: perpendicular to the framing members. All edges of gypsum wallboard shall be in moderate contact except In concealed '- 1.Fire stopping shall be provided to cut off all concealed draft openings(both vertical and horizontal)with 2" spaces where fire resistive construction 15 not required. 3.All reinforcing bars which intercept perpendicular elements shall terminate in hooks,placed two(2)inches nominal lumber or 2 thicknesses of 1"nominal lumber with broken lap joints or other approved material. 4.The sizes and spacing of fasteners shall comply with the Residential Code of NYS and focal codes and ordinances(as clear from outer face of element. P.Alignment: applicable). p � 4.The contractor shall notify the building official at least forty-eight(48)hours prior to each concrete pour. 1.All rafters and joists framing from opposite sides shall lap at least six(3)Inches and be nailed together with 5.Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. V_ No concrete shall be poured into footings containing standing water or mud. Footings shall be dewatered min.(3)10d face nails.((see attached nailing schedule for superceeding requirements) b.Fire-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction II prior to placement of concrete. No cone^ete shall be placed until al'reinforcing has been installed by the 2.When framing end to end jol5t5 shall be secured together by metal straps. according to the UL Design specified on the drawings when units are designed under NY5 standards a5i indicated on the U contractor and inspected by the building official or county approved licensed inspector. Q.Partitions: drawings.(5/8"type X walls and ceilings) 5.Minimum protective cover for reinforcing steel shall be as follows 1.General: W r' a.Footings: 3" a.Provide solid blocking at 4'-0"o.c,between the joist and first interior parallel joist. PNI51ON 15-MECHANICAL (� b.Beams and columns: 2" b.splices of the top and bottom portion of double top plates must be staggered a minimum of 4-0". 1 C c.Slab: 3/4"(Wire mesh to be placed at mid-depth of slab) c.Splices shall occur only directly over studs. A.Heating Ventilation and Air Conditioning d.hails-1 1/4"at interior face: 3"at exterior face. d.Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer 1.All work shall be in full accordance with all current codes and regulations of the governing agencies. G.Foundation: licensed to practice hi the jurisdiction where construction is taking place. One set of calculations to be provided to 2.Mechanical Subcontractor to submit shop drawings indicating duct layouts,condenser location,duct sizes,etc.to Co Co U � 1.Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1"-0"Into Engineer for approval prior to construction. Engineer prior to installation. Mechanical subcontractor to review structural shop drawings and notify the Engineer of any ♦ ♦ C original undisturbed soil and a minimum of 3'-0"below finished grade. Where required,step footings to ratio e.Lap top plater at corners and Intersections. mechanical and structural and design intent conflicts prior to construction. v of 2 horizontal to 1 vertical. e.Searing Walls supporting one floor se more: 3.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that porton of the work 2.Where conditions develop requiring changes in excavations,such changes shall be made as directed by the performed by others. a.Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c.of type lumber specified. d Engineer. B.Plumbing: b.if a double top plate of less than 2-2 x 6'S or 3-2 x 4's Is used,floor joists shall be 3.All footing excavations Shall be inspected by the building official or county approved Inspector prior to the centered directly over and below bearing wall studs with a tolerance of no more than 1"unless substantiated by 1.All work shall be In full accordance with all current codes and regulations of governing agencies, placing of any concrete. Same shall be given forty-eight(48)hours notice for this observation. 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work ++ 4.soil Investigation and report: All earth work,compaction and supervisions shall be done according to the engineering calculations. g p p p g c.Searing Stud walls must be Sheathed with a minimum 1/2"gypsum board fastened according to drywall performed by others. �- C recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab manufacturer recommendation. 3.Plumbing subcontractor to review structural and mechanical drawings and notify the Engineer of any(plumbing, and footing calculations are based on a 2,000 psi value. If on-site test boring indicate lesser values,notify HVAC,structural and design Intent conflicts prior to construction. O Engineer,In writing,so that necessary structural modlficatlon5 can be made. R.Wood Roof Trusses: 5.51ab-on-grade shall be 4"thick reinforced with b x b W1.4 x h1.4 MF and shall be placed on 6 mil. 1.Timber trusses shall be designed in accordance with accepted engineering practices,Calculations,joint strength information DIV15ION 16-ELECTRICAL vapor barrier on 4"crushed stone. (allowable load per square inch or per nail,allowable edge distance,allowable end distances)load test data and other C b.Slab-on-grade at porches shall be 4"thick unless otherwise noted. information as necessary shall be submitted to local authorities for approval prior to fabrication. Each truss shall be 1.All work shall be in full accordance with all applicable National,State and Local codes and shall comply �0 1.Install anchor straps as per mfg.recommendations: 12"from corners and intervals as per plans. secured at bearing with one"rafter tie"metal type anchor at each end, with the requirements of the serving Z 1Z Minimum embedment for anchors shall be as 9peclNed by manufacturer. 2.Scissor Tru55e5: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this power and telephone companies. 0 8.Seam pockets shall be formed into concrete walls to provide a continuous level flat solid bearing surface Information with shop drawings. Each truss to be secured at one end with a metal"rafter tie"type anchor and a 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that for all beams. scissors truss connector,"Simpson"or approved equal,at the other end to tie down the truss while permitting the portion of the work truss to move outward without deflecting the wall. performed by others. W C N DW15ION 6-WOOD 3.Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify all spans, 3.InSta'lation: O dimensions,heel heights, itches,etc. Fabricator must submit two sets of component shop drawings and truss layout a.All equipment installed outdoor and exposed to weather shall be weatherproof. N A.Lumber Grade: American softwood Lumber Standard 9 P p p 9 � Z plan,each sealed by a professional engineer registered In the jurisdiction where the construction is taking place,to b.Bottom of receptacles and switches shall be located 5"above counter top unless otherwise noted on - t0 Grading shall comply with DOG PS 20-10" "and applicable Western Wood Products Association standards. Engineer prior to fabrication,one for Engineer's records and one to be returned to contractor after review, drawings. i- C 4.Truss shop drawings indicating calculations,loading, load test data,horizontal thrust and any other information c.Receptacles shall be Installed vertically at 12"above finish floor and 12'-0"o.c.horizontally, All Q c 1.All lumber shall be,unless otherwise noted,No.2 grade. Douglas Fir-Larch with the following minimum Structural values. required shall be sealed by a professional engineer registered in the jurisdiction where construction is taking place and receptacles within a) a.Extreme fiber bending stress: 2 x d WIDER Flo 815 PSI be submitted to building officials prior to fabrication. 6-0"horizontally of a sink lavatory or tub shall be wired to a ground fault interrupted circuit. -C (� 5.store trusses above grade on wood sticking in such a way to prevent bending,warping or deflection of trusses. d.hall switches to be 48"above floor. V 6.Roof Truss Bracing: Install permanent bracing for all wood roof trusses as specified below. Follow all e.All smoke detectors to be line voltage and wired in a manner such that the activation of one will recommendations specified in Bracing Wood Trusses: Commentary and Recommendations SWT-16 published by the activate all.Each floor level to have at least one smoke detector.Each bedroom to have its own smoke O (h Cu Truss Plate institute,Inc. detector in addition to a smoke detector located In a hallway outside the bedrooms. 00 d' E f.A line voltage carbon monoxide detector shall be located at each level of the dwelling,including theL N It L basement or cellar. 2 M 0 N rn m Z 0QD E CO�. cD n- TOP OF STEEL BEAM ° STIFF. PL MOMENT PL STIFF.PL MOMENT PL FLUSH WITH TOP OF (T&B FOUNDATION WALL 6"MIN.BEARING MIN.WIDTH OF BEAM+2" , :° ) (T&B) (T&B) (T&B) � �� Y2"FLANGE ' ° COL.—N1%, OL. BEAM BEAM CS' COPING(TYP.) L 5 x 5 x 3/8 LENGTH " 4 '6 MIIV" p• p TYP. COL. VARIES(TYP.) 041 4000 PSI POURED ` FQ 190 O� CONCRETE WALL BEAMS VARY ', %2"THICK 36 KSI STEEL PLATE e , • °p° " , ' •+ " • o O O C A A B Boall@ U pq • ° • ° , ° ♦O °° p• ° • �. NON SHRINK GROUT ° ° ° ' ,p a . • PLAN VIEW-TYPICAL MOMENT PLAN VIEW- TYPICAL MOMENT ) UNDER PLATE ° ° CONNECTION TO COLUMN WEB A A B 266"(TVP. 0 D • • , , •p CONNECTION TO COLUMN FLANGE p�,� ,♦p %2"ID x 12"STEEL ANCHOR ° °D ° PLAN ®—� A_A B-B • BOLT(2 PER PLATE) j LL ° E � . p• ° ■ TYPICAL SIMPLE CONNECTIONS O • ♦ • , p p ♦ TYP. PROVIDE' STEEL 11 _ d BEARING PLATE(TYP.) O 3 SIDES 3 SIDES BACKFILL WITH GROUT TO OBTAIN STIFF.PLATE SEE PLAN DESIRED TOP OF PLATE ELEV. (T&B), Z IF REQUIRED tO Q � TYPICAL BEAM POCKET DETAILS TYP.OF(4)PLATESi. 1 TYP, ° _7BEAMS BEAMS VARY(SEE PLAN) N.T.S. COLUMN / BASE PLATE SCHEDULE �- OV RHANG>12" 1'-0" � 3" �--�- �� COLUMN TYPE SIZE THICKNESS ANCHOR AREA OF TOP AND BOT. BOLT AREA OF TOP AND BOT. MOMENT PLATES SHALL _ TYP. MOMENT PLATES SHALL DEVELOP 100%OF THE HSS 12 x 6 x$ BP-1 18"x 24" 3/4" 3/4"0 DEVELOP 100%OF THE MOMENT CAPACITY OF TYP.OF(4)PLATES HSS 9 x 5 xg BPA 18"x 24" 3/4" 3/4"0 MOMENT CAPACITY OF BEAM(TYP.) BEAMS VARY SEE PLAN BEAM(TYP.) N HSS 8 x 8 x 5 BP-1 18"x 24" 3/4" 3/4"0 B-B NP HSS 8 x 4 X g BP-1 18"x 24" 3/4" 3/4"0 A-A 10 GAGE POUR STOP CLOSURE HSS 7 X 7 X 8 BPA 18"x 24" 3/4" 3/4"0 B MIN.(1YP.) w 8"MIN.(TYP.) AA=A -N #4 CONTINUOUS HSS 7 X 5 X BP-1 18"x 24" 3/4" 3/4"0 C: WELD%2"THICK STEEL PLATE HSS 6 x 6 x g BP-2 14"x 14" 3/4" 3/4"fd TYPICAL MOMENT CONNECTIONS ELEVATION TO TOP FLANGE OF BEAM HSS 5 x 5 x I BP-3 12"x 12" 3/4" 314"0 6Cn HSS 4 x 4 x I BP-3 11"x 11" 3/4" 314"0 N.T.S. O U 2 POUR STOP DETAIL FOR OVERHANGS > 12" BEAM WEB OPENING DETAILS HSS COLUMN BASE PLATE HSS COLUMN 12 (SEE PLAN) SCALE: N.T.S. SCALE: N.T.S. (SEE BASE PLATE SCHEDULE) (SEE PLAN) #4 @ 12"O.C. SEE PLANS FOR W 6 x 6-1.4 REINF. \ rBASE PLATE (SEE BASE PLATE SCHEDULE) v EXTENTS OF ORRUGATED METAL DECKING "L" EACH SIDE OF OPENING 2.5"L"MIN. POUR STOP 1'-0" 1.5 VL 18-4"CONC.SLAB 12"MAX. 12"MIN. E — 3 STIFFENER PLATE STEEL BEAM 1.4 REINF. BOTH SIDES(TYP FOR 4) (SEE PLAN) �' TYP.FOR ALL STEEL BEAM 2" STIFFENER PLATE CORRUGATED DECK FLUTE (SEE PLAN) BOTH SIDES(TYP FOR 4) Y2"TYP. y - , IL '�/ CORRUGATED DECK FLUTE L L yu_ Y2"_ -_�- YZ" ) 0(TYP CORRUGATED METAL DECKING TYP.FOR ALL f "L" 1%2"LONG FILLET 1 1.5 VL 18-4"CONC.SLAB 3 FRONT ELEVATION SECTION WELDS(TYP.) 3 CONTINUOUS L 4 x 3 x /B WELDED � � N TO BEAM(TYP.) TYPICAL BEAM STIFFENER DETAIL BEAMS VARY SEE PLAN � � O BEAMS VARY SEE PLAN 1 O STEEL SHEET WELDED L4X4X 5 WELDED TO BOTTOM 10 GAGE POUR STOP CLOSURE HDU2 HDU4, CsC TO EACH FLUTE ALL AROUND OF DECKING ALL AROUND (n SCALE:N.T.S. MSTA36 (CS18, dJ co #4 CONTINUOUS FSC (MSTA49 HDU5,DTT2Z cMs7i2, SEE FRAMING PLAN FOR U) 0 O TYPICAL POUR STOP DETAIL similar) similar) CMST14 ry SHEET THICKNESS 3 D 66 similar) Post size by SCALE: N.T.S. Designer WHERE"L"IS GREATER THAN 12"&UP TO 2'-0"MAX. � O � ("W"TO BE 2-0"MAX.)OR FOR ROUND HOLE DIA.MAX. BEAMS VARY(SEE PLAN) HDU5 NOTE: r 1 II (HDU2,HDU8, ° .° NO PLATE REINFORCEMENT REQUIRED FOR OPENINGS 6"X 6"OR 6"DIA.OR SMALLER PLACED BETWEEN FLUTES, V 04 c a HDU11,and HDU14 EXCEPT IF THEY OCCUR WITHIN 2'-0"OF EACH OTHER.PROVIDE CONCRETE STOPS AROUND OPENINGS I r similar) ° W STIFFENER PLATE FLUSH Preservative-treatedbe required barrier ° may be re uired for WITH EDGE OF PLATE connectors in contact with TYPICAL REINFORCEMENT FOR OPENINGS IN DECK (TYP.) preservative-treated wood /-\ Co (� o° N.T.S. "THICK STIFFENER o D 101 v PLATES @ BOTH ° 1%"Min. BEAMS VARY(SEE PLAN) SIDES OF WEB(TYP.) (tYp-) LTP4/LTP5/GA2 shown for (� FULL LENGTH TYPICAL FOUNDATION HOLD DOWN DETAIL shetopage40 j Q TYP.FOR EACH SIDE OF WEB 4 ° J"THICK STIFFENER PLATES n 3" N SCALE: N.T.S. u.e @ BOTH SIDES OF WEB F_F -lie SEE SCHEDULE FULL LENGTH ON ALL SIDES 0 a 2 TYP.OF(4)PLATES +— FSC •C A — A (See page 48 TYP.OF(4)PLATES <" 0 for installation FULL LENGTH TYP.FOR EACH details) SIDE OF W EB STIFFENEE E OF PLATE(TYP.) Z C14" HDU2 O^` with ■ C V It All-Thread W �, A I A R� SEE SHEER BEA101 403,404,&221 (I0 TYPICAL FLOOR HOLD DOWN DETAIL A-A fy N 5 RTYR OF(4)PLATE 2 SCALE: N.T.S. � `" �� Q if j \ r N M `FULL LENGTH E PLAN r ON ALL SIDES LU `" TYP, F(4)PLATES O "MF U) N N :� w w o = CO �/ (1)y2' U U 1}'2" "THICK STIFFENER t%Z" X �— 1 THICK TIFFENER PLATES w W PLATES BOTH — O N @ W W SIDES OF WEB(TYP.) L OTH SIDES OF WEB U) © 0aD 2 ,/ N 3" O 412 2" 6"MIN.(TYP.) yV 6"MIN. A SEE SCHEDULE SEE SCHEDULE ®AI - ELEVATION SCENARIO - 1 SCENARIO - 2 ELEVATION BEAI'VI STIFFENER FOR BEAMS WITH PENETRATIONS DETAIL TYPICAL BASE PLATE DETAILS OFFSET COLUMN BASE PLATE DETAILS SPECIAL BEAM WEB OPENING DETAILS • 4 5 9 140 3 SCALE: N.T.S. SCALE: 2"= V-0" SCALE: N.T.S. SCALE: N.T.S. I'MALL f IRIGO INSULikTIGNFoAlA srA!ANT 'lei 5 D C�-TO R 7 6 EM,E DiTH ic IEC. 1;3""'J,;1 E 4", ;0N RAFTER RAF73,35 R',A'M SE I BOTH 1Y rr�4NT PER CJVAF- X SMEALONG -TER71111TH V RIGS IN Lr . I Q1 E�:.ANCINI^j FOAI.l R UJ"H C JAR 0 U NO _jc r C�t�kJ_ i"."INTAM rzXVjJ 51110E VENTILATiON CHUTE �`IE"IT I LAT I C, CHUTE 'r;"—DPANDNG FOIAl EV,,JM- FOR LEY7H C;RIG'). -AIR SEAL PERI!,IETER N-0!P% CNINLICJS HAD ATK,INSLI'LATION 1.1 kVj FA C 7 r�.ED W 11- :)7L, I 1 41" 11 IM-1-1 EV1,41DING P-(,.;!E FT I C 'E A SR 'Al AT_�'.INKILATIO'll F 0A M,S�,'Y T N ENN INSTALL V RIGID V:_N71L*C'4 BAFFLE I 5HV I .C4LYTO ATTIC INILUX011 5!0 INSL ATIONVER7 IF11 V,07 A,-L SH11 M Air,, • CC1%1^.T INS14ING --—------ --- Ik S�YLIN' SHA:I—,. SHED.HN'G., RIGID INSU'-AMN WFLE. C4t.Tlp, �0, as ATM K�J hTC.1il 1_5� E FW.'AT Y'R B I'MSEALK-TH GYPSIN KI-IRD Ll"r- 11".111,"1 R 111 1 all" I -i 7!v f ;-c 6 Num 8EID COI�TINUOUS BEAD RE CIF SE4,LV-7 CO QMS BEAD -1 1 ____ 0 OF SE�LAV V3111,11 IJI C % 47,10 I 11l R!G.1 Mul- 111 RIGO INS11ATION Exu OR,INSULATED V,'ALL 01 7 EXTER101 INSULATED ViALL Air 5 EK- L WITi 1113M I I 1 11 1X eal ing Typical SkyIi ghtL I 0,.1 2S'=�'SI+I.C ITit;SUL�TiO J III fiIrt}�,F'";rr,"'=_H�I� UA1Z Scale: n.t.s. In:* 14 1 IP'CR INSULATED WALL BLUr-HrN A 0 0 00ITION17-, SPACE AN0 A7Tr it Sealing Go-D Vented Attic Air 5ealing Lox, \/ented Attic Air Sealing Vented Attic R.01!ijH SEWER L 'MUM EDARD I Vent Scale: n.t.s. Thin Profile Ventilation Baffle Manufactured Scale: n.t.s. '1310111 SIUS OF Viki) Baffles Scale: n.t.5. 00 SUSEALER R L KAIR CD11T1JU0JS BEA) F C 0 ITT I I�!j 0 ILI S'"MA 0 Ccn%�UMI 15M. MEK "Y71 E q lY SEALM VEETAL F LAS V;G Cr-5,Ln"J &:SEAfir, IM'DIRIP V111TH 1,41 Ell. V'THICK RGID 'A I Y CON-RETE SLAR C CN-1 R-71:S LA 2 COY,77,E R:.0 l'THINRIGIC SEALANT PROTEC711.1 6411 0 s " • PRO7 IMMIE CC 415 10 [—CV.:PETE EikkS C,170111G FUS'l GR'ADE F,,SH GRk-): — A V 00 FINISH G,ItIp A- V C: pCu 2x 4 BLOCK IG b 0.6 EXPANT'ING FCAM Sr[AVNI M 1> oilI S C: 0 6 MIL PXYrETL:,YLE�� �P%E SEU3114 THRU STAIRWAY SECTV-1 THRU WALL 0 b° sCON-MUE UNDER I.,X1 N"I,%,J'-_Ll'ill D ER 3 6 AA CLj,2: t.__ A I E'17r M Air Sealing @3o Typical Exterior iliiiNall H RE ENTIRE VJ71z'SLL"i i__=------------- ------------- ------- Scale: n.t.5. Air Sealing @ Typical Stair Scale: n.t.5. EXT MOR MSULATED WA! L EXTERIC31 11LISULATED WALL-- 1ATTIC 1\5t)[ATION F*0,;,r.E C PLY'400D/0SDJ SHEATHING Ri, Ir'D INq_JLA7,Il'Yl - "IR-VALUE/13771-1 PER CLVATE TAMING RIGID INSULATION SI- E AR C Jr,Mr,I LATI r.1`1 �CMPRESS PLE Y-EAMERSTRIPPIN IL - PORCH PAFTEP 'R-VALUE/THICKNESS PER' CLIMATE G AT PERAETTER C� MOSURE Qa 11- CHJT:--FOWSEAL 2x LFEDGER ON TCP OF -ITS) SITE FUILT ATTIC ENCLOKIRE VECHANIXLY SECURED ' ER PAP "RIET-EF.Cl' (TAFE ALL JOI,'4 `1� ) ,Rl':.'R Pc-m KA 1H IL R 1 0 IUMN CH RAFTER EAT11'.Irl- POP AND SHE 1 _7 CLtwITJOLS EEAO N SEkA1.7 2x LEDGER 0A,I TOP OF Fp 7� E Rl G C, MUJT'CVjjrr RIGID INSULATION— I 1:�J 11 APIN R4 F:il E UIJIJSLL�7t�(MC 111i'4jL 5. 1%L TH 2 A s E. C f 0 1 C' IIECHANICAL LATCH TO PRESSURE MOO M9,10% KAI. AT YiFATtFRSTRIMNG C4jjLr._F11 IjEAI SU kn T-w—n X.r BIJILDI',`G PAPER F9!1,':TE1.Of W 'EIR ,R pr - - -6 IMH RAP 1�� R .008AA9T47i ry �7 r r Ll tI i 1JI 0 L E IL DOC Cn �i Pilo 01411v,101, 4 (A (14 ----------- MADE W SXD 3-CCK' —Z— Z YM OLE HOUSE FA`J (SEASONAL USE) DIC 101"ST It,3J1ATrJ1 :A W Air 5ealing @ Porch Roof Air 5ealing @ Porch Roof Air 5ealing G-Mu Knee I Nall Air Sealing @ Knee IIiiiNal Air 5ealing @ 5ea5onal Attic Fan �- (D Scale: n.t.5. Scale: n.t.5. Rigid Foam Insulation on Exterior Wall Scale: n.t.s. Knee Nall Inside conditioned Space Scale: n.t.s. Knee Iiii'llall 5)eflne5 conditioned Space Scale: n.t.5. = t6 Cu Ui U) _0 (0 +j (D 1.1% 11,03� MAIN: C SULA7f, *R - H PER CLIVATI" RIGC %2 -VALLT/MPT J UYIRES312 E 'KAVR.-'MIF`PN` AT P�RVETEP Cf ENCLM,14PF 0 c 0 Vt 00,D PA IE IF L TZQ. S T_- Ir MECHANICALLY SEC`JP-_-D EI ATTIC EN, HUE 7E _WX13 PAk,!E FLXR ..... ... ... 'A'0C0 FRAM"FLOOR ASST18LY 0 ............... J, E K ASS M Y CONTRI!JOLIS EVID Cf Q. CONTINJOUS BEAD OF SEBA, z ............ ................. ...... 0 CINT11 Ri Cif.1 s- 0 F FA, Ilk- 4 JE I ­_ z RIIAC BJCT _77 C 0 PRG'01DE IN!:F.rR �X,1',JINLJOIIS E1410 OF SEAV. UL�1VJ",k LATCH TO 1`4:0.lpf. A'EX :JR`X6ALL-R';.^R -CAL A.- i l"i r, S I KATHERSTP. EINTEP NVID. HEATHIQ AT C (D 100)MIME SOFF TO S:Y-F'l ASSEFIiM EXTROP,NUMB I1.?,1G R 7: E INTER OR S-IE ..... ..... M&YFFASSE1.113Y r) PRO1,1DE MERIOR SHni NG AT EXTEER"OR VIA'.L PPI _77-7- r r Ky z AT EXTER0R'A'Ar-PRIOR �IFIINiJ Fus TOSOFF.IASSEV" TO SOF14,AS* U) :I PLY STA OF SEALANT MANUFAC1111 i P.M P"Vi" -NIUMS Rc C ^141.0T M D 00 C^111MMOLra KA T FRAME S"F17 OF S-k-A'Al N M C10115,11111s EEA3 D q Al�_:E c�7_ I'TERIOR tT? X "Y OF SEALANT MIN71rn N ER!" N 1p. CO J -Air 5ealing @ butt 5ofHt Air 5ealing @ Interior 5offit Air Seal ing @ Interior Soif`lFit Air 5ealing @ Interior Built up Crown Air 5ealing @ Attic Aoce55 Scale: n.t.5. Scale: n.t.5. Two Story Nall condition Scale: n.t.s. Exterior Roof condition Scale: n.t.5. Scale: n.t.s. AP%6 A Air Seal ing Petail!5 -1 A5U4 I.iiLAT K,E�71 ,iQ A VIINU FO. M.CX11".G 4T I 'ATS MZ 5.,,T1 ;'Y.11 R TL'_S,;��' V'M 91 191-EF"OP.11�k I TUE,SLP90AD FIN'SH [M M 7.R ED!,;D y C-3 T 8 '-,N, F 31, H T.6 NfiISH P, il-- � ­­ � T.13UNT T.13UN, /> TUB S"I I—A.D... D TUE.I.NIT 7.13 LKIPIRCU"'I'D _7­ 12:LAYE;S Rrit", ------ TLE SJA1 -'V-t,F NS)I` IN191470% tr�NTAUXS 6EAD CIF Cr.MM.I.S KO OF - _ ! - cr ? '0 I VIX', G F,`3'7 DIA T SELMT SEQ.1iT F-EPYE NT EXP1,1131"Zi'-akl.' AT HER 1.1:';R D: T J�'f�-.,17( AT PP,11AE71ROF STUD C,41Y STLC CAI Ty AT T3 DIE`)'4 IF 3 r�N TO,f Mri 11�LUM VTR�P. STLO MITY AT P19 E'-7��VE FVVIX 6�_Or�"�C-AT OP NE S CE C'M 0-- FOR 1E it,'Ill. PRC?,1j"_-31"CHANNELEAN P ErP I OR NALI. A., Vi OR 1k4L.. P-7"R 94' t"%I TYATKI- NSJL;TE0. &DE0-:NS:E"FAIERFOR *ZTED DTEP,01 Al VM,.N7M lW'rqtr;` tom;ii lda 10'li G P E,P I '1 1,E TiLLkr^ STLC V,_L STLO��td F ;' .- -_­_ -­ N T-'N--"RY LE.41.-',1 F;7—B F'r_PAE JVT 0111%,SEAL SK.A.ViC SH7M. CC-INITIML13,EEC CF 0CNTI%UO.SK_ADCF W'TI%U0 "!:TF ZILZILKi I %3 DID,al" 0 EYN 0� AP y �XV,15F=l EM �145 FCA ri S F. P-rTi"rrj F.,', F7-" VIOX FRWE VOT FRAttlE I I%P,'. -, FLOCRASS9 F CCR ASE V Cf_ F-CCRAIrRM" a) JX9 k Jr.M4.1 0 0 7............. > u Q_ Cf 7(K JS IN _0 Z C.X 0 0 LO :3 :t Air 5ealing Manutt!"actured Fireplace5 Air 5ealing ManuItl"actured 5h ower Pans Air Sealing Bath Tubs I_J 0 N scale: n.t.5. Scale: n.t.5. CYP9J'J OC,RD BOX ENCILCS)URE section Details, CC) Scale: n.t.5. _V1-NUFA.^.1JPFP, RFCFSSFP, [IGH'T F K I 01.�J R'F AT-!';C INSULATICN ATTI:C TRUSS, AT` INSVLATIV; T AV"I" TRUSS N T 1P.0,^ 11 i 0 r,D ;CC9 T pry IIMP710% I it k -RiSS I I I I ,I i I , I I I ,X rX.,M Y., D F 0".F.K I t I ASH, L , It < LATr MIN Piill�NSMTCN ,.,f .._ V'Tyx'�Jx 0I. 1. P� 14T)"71 1 17Rr 14 LEXV,101111� FOAM IIMANT AT MAUER 117 R CZ 1'��N S,WT01 CCPIT*1Jr;.S FEM SEALANT AT N 0 S-EEF7.3 li"X I-EX:)ANDINC, FOA1 r,f K:U%T CON�!NOWS BEAD O�' SF-ALANT PiTP0. Cott I .1 ^4 SPLOT ITRIUCUS BEAD OF SEALANT DRYWALL CEILING C I 17 P.C.I r,S L�_aj a" _SSED LIGHV" FI.YTJRE fTC'rr - RECE N, DRnVA1 CEILIN' lala*E_ 0 MUKE,'D!ls Ns VIC RECESS1111 LI M- Ti%"t FIX 11:77 _q;C PCE .-DiCKING AS REWRED NSLL"ATEE,Ee,!PI.;OLL OF, a. Manufactured Pece55ed Light Enclosure Field Built Recessed Light Enclosure Air 5ealing @-20 oarage Ceiling Air 5ealing @_�—,U% Garage Geilin_9 Air 5ealing Garage Ceiling Air Sealing Gab Rece55ed Light Fixture Scale: n.t.5. 1" Rigid Insulation and 1x3 sleepers, Scale: n.t.5. 1 1/21' Rigid Insulation and 2x4 sleepers, Scale: n.t.5. 1" !Rigid Insulation and 2x2 Sleepers, Scale: n.t.5. ENERGY NOTES 1. All construction shall comply with the 2015 International Energy Conservation E Ill's. Construction Code.The authority having jurisdiction shall be permitted to determine EXT, CONTINUOUS BEAO OF SEALANT 5 JG 'L an energy efficiency program to exceed the energy efficiency required by this code. -T1 CONTINUOUS BEAD 01'A'1HESIVE T BLU AS 2. A permanent certificate shall be completed by the builder and posted on a wall E CTITINUOUS BEAD COIITINUOL•S BEAD Cr SEALA4T in the space where the furnace is located. Certificate shall comply with IRC N1101.14 > J1__1 IT )TU 'I, OF SEALANT L F Z 3. Attic or crawl space access shall be weatherstripped and Insulated to a level equivalent '2 M" C YJ"1'1'1 N!U LAT'Vi i V to the insulation on the surrounding surfaces. 7 R'C_D 11'Ili L671 0 N 4. Installation-the components of the building thermal envelope shall be installed in accordance AT S.CP AT F110-'E FLOOR TRUSS with the criteria listed in table 402.4.1.1 Where required by code official,an approved third party '� o N ASSEV�!Y —INSTALL INTERIOR SHEATKV, shall inspect all components and verify compliance. (D t S TALL S�EAT F PR C'R. TO INSTALLATIN 0,- 5. Testing-Building or dwelling unit shall be tested and verified having less than C/) !MPTC, 0 1,11 T R.LISIC F I V.1 0",T7,%JSS P'r]CP.TO, FIIISH ore ual to 3 ACH50 in CZ 4A,5, 6A. testing shall be conducted by an approved third party. 04'T'N S FA UNS BrAD OF 6. Ducts-Supply and return ducts in attics shall be insulated to a minimum of R-8 @ 3"or greater _AKT ATTIr ATM CONTINUOUS BEAD in diamer, and R-6 @ ducts less than 3"in diameter. P TrI C11JTYN$LI.AM A'T OF SEALANT 9 6a. Duct Sealing-Ducts, air handlers and filter boxes shall be sealed. U1,17Ii'It6SULAT011 _K21], FRAME 7. Duct testing-Ducts shall be pressure tested to determine air leakage by an approved third party. IN AS' C14 FLCI SEI.10�Y UNCON't 11UNED SPACE CONFIONED SPALE CONTINUOUS BEAD W 8. Building cavities shall not be used as ducts or plenums. OF SEALANT 9. Mechanicals ystem piping insulation carrying fluids> 105 F degrees or< 55F degrees shall C: Air 5ealing Attic. Tru55 Air 5ealing Attic Tru55 I NT ER11 0 R G Y P SJ ki V'A L'_ 0 kR D be insulated with R-3 Minimum. ASAI R BARRIER 'Fa 7 Above Unconditioned Space Scale: n.t.5. Above Conditioned Space scale: n.t.5. 10. Mechanical ventilation-Shall meet the requirements of the IRC/IMC. W _0 L' �, r.IN TIERIOR CHASE VV LLS 11. Equipment sizing- Per ACCA manual S, based on loads calculated per ACCA Manual J as provided by a third party HERS Rater. PiPEPENETRATION Air 5ealing @ Typical Band Joiet Air 5ealing Typical Built In E "-W'�INGFOA11AT - 12. Lighting-A minimum of 75% of permanently installed fixtures must have high-efficacy lamps 0) 4-11 X F_- ELECTRICAL?,"IF Scale: n.t.5. Scale: n.t.5. T_ (D K-RIVETER OF FPE SEALANT TYPICAL 13. All HVAC, Plumbing& Electrical systems shall meet the IRC chapter 11 Energy PLUKIVING PIPE efficiency, International mechanical code, international energy conservation code. C THIN-FROFILE SHEATHING INSTALL INTERIOR SIFATHING ----------- It shall be the responsibility of the General contractor to submit CLOSLIP.E.A7EX71FRIOR ";ALL TOP PLATE AT EXTERIOR WALL PRIOR in detail the design,calculations, drawings,written statements of the mechanical, 0 C 4 cc_ COVINUOUS BEAD TOP PLA11 TO INTERIOR WALL ASSEMBLY air conditioning,ventilation, heating systems (new, existing or upgraded) C ------------ stamped by a professional engineer if required by the Owner or Building Dept. 0--StALRJT 0 I "'—EXPANDING FOA PARTITION - ------- IZ4 ? ' N C1 ------- ------- 'ANDNGFOAM 14. Additions, alterations or renovation: shall comply with IECC 2015 EP Unaltered portions of the existing building is not required to comply with this code. 0 SEALANT Z VoALL ViALL—- PARTITION Z V WALL STUD 15. Minimum one Programmable thermostat shall be provided for each separate heating C LADDER E.CrMNG V,ALL STUD and cooling system in accordance with section N1103 Control Systems. EXTEROR INSULATED WALL 16. All exterior wall/floor/ceiling joists shall be air sealed and insulated in accordance with Table R402.4.1.1. Apply a fresh bead of caulk to the top and bottom plate C immediatly prior to installing interior gypsum wall board. Air Sea ling Plumbing Ceha5e Q (D Scale: n.t.5. TLEV LADDER BLOrCKING AS REQ D INSULATED EXTERIOR WALL FLOY,GRILLE 0 �: co to IhTERIC�`1.�iL - Air 5ealing Air 5ealing LT —FLO,,R CJ^TB'o3T cc 00 COVIMS H-AD OF SEAVIN' N �; Air Sealing GU JEFUCOR 2 Plumbing Kring X C N etration Penetration Pen Double kNall 0r - 0 INKII-4ED FLEEXE-t PP1,10E TENOR SHEq1%13 L. Scale: n.t.5. Scale: n.t.5. (0 VETEROR'14410PIOR k' DUC7 i0Ih'ER.:C;I10_.AqSEY":_Y 7EVVIERLNER Scale: n.t.5. ----------_-—f----- ------ TiE"0U7.RLh'-_R LAXER BL0^.K'1IGA:,R:-QC Air 5ealincl @ Bath Tub Nall r,--� Air Sealin Details - 2 Typical Exterior Air Sealed 1Na I I Air Sealing V'--% Typical Duct Register A505 ..J FC S L -Y I, I Scale: n.t.5. Plan Detail 505 1.211 = 11-011 Scale: n.t.5. Scale: n.t.5.