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Home My WebLink About44403-Z y`1 S�FfOik „pyo coG Town of Southold 3/17/2022 y�E P.O.Box 1179 CM V' ' 53095 Main Rd 0 ap� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42921 Date: 3/17/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 805 Leeton Dr., Southold SCTM#: 473889 Sec/Block/Lot: 59.4-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/22/2017 pursuant to which Building Permit No. 44403 dated 11/12/2019 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 unfinished basement, enlarged outdoor shower, second floor decking with staircase and rooftop deck with spiral staircase,to existing single-family dwelling as applied for. The certificate is issued to Windsor East LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0024 7/13/2021 ELECTRICAL CERTIFICATE NO. 42113 11/7/2019 PLUMBERS CERTIFICATION DATED 10/1/2021 Kevin W' i ed Signature i TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE vy. • o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44403 Date: 11/12/2019 Permission is hereby granted to: Windsor East LLC 52 Sherman St Brooklyn, NY 11215 1"0: Construct additions and alterations (non-substantial improvement) to existing single-family dwelling as applied for per SCHD approval with flood permit. Replaces BP# 42113 At premises located at: 805 Leeton Dr., Southold SCTM # 473889 Sec/Block/Lot#-59.-l-24 Pursuant to application dated 11/12/2019 and approved by the Building Inspector. To expire on 5/13/2021. Fees: , PERMIT RENEWAL $51.2.80 Total: $512.80 Buildin or BSc TOWN OF SOUTHOLDi BUILDING DEPARTMENT TOWN CLERKS OFFICE SOUTHOLD NY BUILDING PERMIT I (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42113 Date: 11/6/2017 Permission is hereby granted to: Windsor East LLC 52 Sherman St Brooklyn, NY 11215 To: construct additions and alterations (non-substantial improvement) to existing single-family dwelling as applied for per SCHD approval with flood permit. I At premises located at: 805 Leeton Dr, Southold SCTM # 473889 Sec/Block/Lot# 59.-1-24 Pursuant to application dated 8/22/2017 and approved by the Building Inspector. To expire on 5/8/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,025.60 Flood Pennit $100.00 CO -ADDITION TO DWELLING $50.00 Total: $1,175.60 Buildi nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 D te. New Construction: Old or Pre-existing Building: (check one) Location of Property: 7/d� House No. St eet / Hamlet u_ 1 Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. DD to of Permit. Applicant: Health Dept. Approval: V Underwriters Approval: Planning Board Approval: U`-t' z,e Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: S Applicant Signature I ®�'�'OF SO(/j�ol Town Hall Annex ~ I Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 � sean.deviin(a)_town.southold.ny.us COUNT` 1 BUILDING DEPARTMENT, TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Windsor East LLC Address: 805 Leeton Dr city:Southold st: NY zip: 11971 Building Permit#: 42113 section: 59 Block: 1 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wildwood Electric Inc License No: 4836-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 54 Ceiling Fixtures 17 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 9 Smoke Detectors 6 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 17 CO Detectors Sub Panel 200A A/C Blower 2 Range Recpt Ceiling Fan g Pumps Transformer Appliances Dryer Recpt Bath Exhaust Fan 2 Time Clocks Disconnect Switches 5g Twist Lock Exit Fixtures Combo SD/CO $ Other Equipment: Notes: Renovation of Garage, Unfinished Downstairs and Second Floor Inspector Signature: Date: November 7, 2019 S.Devlin-Cert Electrical Compliance Form.xls Soil". Town Hall Annex 5437.5 Main Road Telephone(631)765-1802 P.O.Box 1179 c' rax(631)765-9502 Southold,NY 11971-0959 ':� • �� D BUILDING DEPARTMENT u �Q R , TOWN OF SOUTHOLD 2022 tT71 eA-; -g�� CERTIFIC ATION Dater Building Permit No. A� 03 Owner. �h(��(11' (Please print) Plumber: ` (Please print) I certify that the solder used int lead he water supply system contains less than 2/10 of!% (Plumbers Signature) Sworn t/o�before me this day ofC%C7=- 20,=�( ita Public, _County JANE E STROMSKI NOTARY PUBLIC 01ST4340452 OUALIFIEn SUFFOLK COUNTY NY TERM EXPIRES DECEMBER 31, ad i I v �a fjF SOUlyo • yo TOWN .OF SOUTHOLD BUILDING DEPT. . 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. _. . [ J_FOUNDATION 2ND [._ ]_ INSULATION_ .- _ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - :--f ji4tole,e..---p �4 0 _rQb&mt046e _l PA DATE 114 bing INSPECTOR . Of SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. courm, '' 765-1802 INSPECTION [ yp6uNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION- [ - ] FIRE-RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR SOUTyo - # # TOWN OF SOUTHOLD BUILDING DEPT. °ycou765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION f ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION -- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE l INSPECTOR a SoUjyolo # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION -T[-]--FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� /� INSPECTOR SOUTyO� * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] 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 R MARKS: Ottvfe XPi oV! DATE O [ /1*46 INSPECTOR OF SOUTyo f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - -�- [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION -[-] FIRE RESISTANT CONSTRUCTION [ f FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: 0 Q� DPW I DATE d INSPECTOR OE SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] PlIGH PLEIG. [ ] FOUNDATION 2ND [ (INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION --[-]-FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - -- [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: h ok '�S• (� A- Raw 8&' Alvo �l DATE J INSPECTOR 12 OF SOUIy� -- # # TOWN OF SOUTHOLD BUILDING DEPT. �ycaurme�` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ GH PLBG. [ ] FOUNDATION 2ND 171 ULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION -- -[--]-FIRE-RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ,tly o� 1 DATE INSPECTOR �aoF SOGTyO 2/13 # TOWN-OF SOUTHOM BUILDING DEPT. courm, 765-1802 INSPECTION [t ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL F 1-FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE'RESISTANT PENETRATION - - - [ ] ELECTRICAL (ROUGH) ELECTRICAL(FINAL) [ ] CODE VIOLATION p1l PRE C/O REMARKS: DATE Ir INSPECTOR �UF SOUI,y # * TOWN OF'SOUTHOLD BUILDING DEPT. `ycoutm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST I ] ROUGH PLBG. [ ] FOUNDATION '2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ]-FIRE-RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT,PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]�PRE C/O REMARKS:_ �� 1 DATE 4 �f INSPECTOR i i U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency i Expiration Date: November 30,2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Windsor East LLC A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Company NAIC Number: 805 Leeton Drive City State ZIP Code Southold New York 11971 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) S.C.T.M. Dist.: 1000 Sec.:59 Blk.: 01 Lot:24 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) Single Family Residence A5. Latitude/Longitude: Lat.41'04'11.451"N Long.72°27'3.68"W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2186.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0.00 sq in d) Engineered flood openings? ❑Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 250.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State Town of Southold-360813 Suffolk New York i B4.Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date 36103CO154 H 09-25-2009 09-25-2009 AE 12 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 I I OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 805 Leeton Drive City State ZIP Code Company NAIC Number Southold New York 11971 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction" ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Local Benchmark Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace, or enclosure floor) 4.7 ❑x feet ❑ meters b) Top of the next higher floor 5.8 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑ feet ❑meters d) Attached garage(top of slab) 4 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building x (Describe type of equipment and location in Comments) U18.3 ❑ feet ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) 9.8 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 3.8 ❑x feet ❑ meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes ❑No ❑x Check here if attachments. Certifier's Name License Number Jeffrey W. Haderer L.S. NYS Lic. No,: 050538 Title �P �,I W Hq 0 Land Surveyor Company Name Twin Forks Land Surveying Ii Address 188 West Montauk Highway, Suite E3 % 050538 City State ZIP Code ��SFpLANDS�� Hampton Bays New York 11946 Signature Date Telephone Ext. 01-03-2022 (631)369-8312 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agenticompany,and(3)building owner. Comments(including type of equipment and location,per C2(e), if applicable) C2a: Basement Floor 1: EL.A.T, C2b.: Basement Floor 2: EL.:5.8'C2b.: Garage Floor EL.;4.4' Next Highest Floor: EL.:14.1' C2e.: Interior Hot Water Heater Combo: EL.;18.3', Interior Fuse Panel: EL.:16.7', Exterio Electric Panel: EL.:7.6', Exterior A/C Condensors(2)EL.:10.6' C2f: Lowest grade at Garage entry exterior lowest grades rage between EL.:3.8'& EL.: 6.2'- C2g.: Highest adjacent grade are on top of a Filled Concrete rtaining wall and range from EL.:9.2'-EL.:9.8' FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces, copy the corresponding information from Section A.', FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 805 Leeton Drive ` City State ZIP Code Company NAIC Number Southold New York 11971 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4,use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 805 Leeton Drive City State ZIP Code Company NAIC Number Southold New York 11971 SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 805 Leeton Drive City State ZIP Code Company NAIC Number Southold New York 11971 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and'Rear View'; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Caption see attached Clear Photo One Photo Two Photo Two Photo Two Caption see attached Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A: FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number. 805 Leeton Drive City State ZIP Code Company NAIC Number Southold New York 11971 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. Photo Three Photo Three Photo Three Caption see attached f Clear Photo Three Photo Four Photo Four Photo Four Caption see attached Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 ffj -Retrotec rCloud Quality Assurance Report Duct Lea Resnet 380 Total � ' tkage Test PASS Your Result:4CFM/100 ftz (44 CFM`*100/1100 ft2) Tar et< 4 CFM/100 ft? Test InformatIbn Test Name Kenny's road Test Date 2020-01-22 09:49 AM(UTC=5) Export id { 711JQZu2 Company Name ? ! �. U �� Star mech"anicai Technician Name L ,Rey Viliegas. Technician,Er»ail' reyhvacl9$9@gnail.corn BAR 1; 2022 Building Information Address ° h �805 Leeton br City 'rs, j t .s�r�'�'C�r, 3 Southold State NY Zip/postal,Code, 11:971 Country United States Year Constructed 2018 Elevation . 2.Q.ft Address Verified? Yes Buildmg,Latitude, Longitude 41.069750, 72:456430 GPS validation Latitude/Lorioitude 41 069904 72 45477 A curacy. ft;, Estimated Distance From Address 1ft Test Eq,u'ipment Fan'_Model � Retrotec'300 Fan Serial Number, NA Pressure Gauge Modelietrotec DM32 1014 Gauge Serial Number 41.0079 Environmental Conditions, Pre-test Indoor Temperature 50 OF Pre=test.outdoor Temperature 29 OF Wind Speed 8 MPH Average:Barometric Pressure 103.2 kPa Test Dimensions, I Conditioned Floor Area 1100 ft2 � Volume 8800 ft3. I s t ! i Retrotec rCloud Test Results Summary Test Type Flow Reference Pressure Resnet 380;Total Duct Leakage Test 25 Pa Time,Averaging, 2seconds Nominal Fan Flow 43.92 CFM 9 25 Pa Test Results Test Data Set 1 Flow Direction Gauge Location Depressurize' Outside Measured Pressure(Pa) 24.9 Fan Pressure[300- 741'( Flow(CFM) . 37.1. 43.81 i I I i i i 3 f f S �= f Retrotec rCloud Compliance Verification 4.2.2. The HVAC system controls shall be adjusted so that the air handler fan does not Confirmed turn on duringthe test. F4.4.1.1. obe location supply e tester location return uctsrun through Unconditioned,Space Volume such as attics,garages or Confirmed s,then any vents,access panels,doors,orwindows'betweenahose spaces anthe=outside shall be opened.At least one-door,,window or comparable opening between the building and the.outside shall be opened to Prevent changes in building ressure when,the,Duct Leaka e T6steris.runni6g. 4.4:1.3.:An indication of whether the Duct Leakage Tester Is pressurizing-br Pressurize depressuriking the duct s stem shall be recorded; 1 t s 4S I S i t �a g� �,s , ... m- �,� cl--� J KeirOLQC rl.lOUd Test Notes No notes entered. Flow Equation Parameters - Fa.ctory Default Fan Model Retrotec 300 Fan Serial Number NA Flow equation parameters -131 Units'lJsedFor Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan.or when.the room.pressure is negatiVe.'If using a fan:which'is.not self,referenced,and the room pressure is positive,.fan pressure is calculated by subtracting'the,measured-room pressure from the absolute value of the fan pressure. IfPtA is greaterthan_0 or fan is self-referencing: FP=iPrBj- PrA If PrA is less than•0 or fan 1s.self referencing: FP=.PrB Flow calculations are not valid if°fan pressure.is less than either MF or(K2:x JRPJ) FP=fan pressure,,RP-;room' ressure Range N K K1 K2 K3 K4" MF Open 0.5010 28.9100- 0.0000 0.4000 0,0000 1 '20 74 0.5045 7.0770 0.0000 0,2500 0.0000. 1 '15 47' 0;5000 .3.2410 0;0000 0.1000 0;0.000 1 10' 29 0.502.0 1.1900 00000 0.2000 0,0000. 1 20 18 0,499.0 0.4570 0.0000 0.2500 0.0000_ 1 25 11 0.4800 0.2080: 0.0000 0.250.0 0.0000 1 25 7 0.5000- 0.67.18 0,0000 DA 100 0.0000 1 8 102 .0.5900 10:.7000 0:0000 0,4000 0:0000 1 100 flow=(FP.-RP`x K1)n x(K-+ K3 x FP)x K4 i f{f 7 I i 1 l i 1 J f - ._ ;: v, �'� ;�,� ,. �` � \� F �' } r � � � * � '.,' . ,,,,.r dt� .. _ � +. �� - � . n r. r.. ., _. .. :.._... �� - 04/ 3Q 1 X01 � 14 : 03 r - . . � �. J 12 T3 :t, A � �• �l - e ti r JJ# r e � Y � ` r ' t J. •Z' k •� ;,�� 4 •1, •'yam � � - 1 I1' fie_,, »' •. ....a..._ �. �.. fi - 04301201 14 : 03 y+ Sri 3 ' 0413012018 X4 . 04 4' 4f .or Ay " g 4� fh•.. FFW"—_0 f.�'a . - n� N'3P Rn � r'• Il�i I t i 4 I�f • Water Heater NavleN i South west Side North West Side 1000 r tj .fie+ Nort Side North East Side i East Side South West side _ 11hill t dim E E }•.4'A � �.\Aj fl �{�i i e F, •6. ICU ,F ,a 1< - r� ✓/ 6A� I � x �'�+ a:+ ,ta taxa ,r> � 4sr, SERIAL vj VOLTS I IDES DEEeT : 9 208/230 lRESJ OUTDOOR FAc UR R-L,A, x ,J1,l! DEUR VES f R �� MTRAD < ft COURANTal�� BR IT 3WE ` ES . 23/7 MAX. ROSEGR f� RR, SIZE CA � . E FUSIBLE/Dn f3 a a�.+ FLSE OR , RRA E , . CAE. MIN. DEE IR�E,� � R 4 � DESIGN' PRESSURE lQHi PRE �M Nom:HALE K;�TE 4.50 PSIG/3102 kPa DESIGN PRESSURE EOR/ PRESSION NOMINALE BAE E .23 a OUTDOOR WIT FETORERRE, CHARGE [ E EXTtRHUR R4 I 0A 17107AL SYSTEMCRE C,l� R E TALE OU SY'ST04E SEE 5 wl NO Actiz ' . r R i s 9:;;. E s N FUJITSU GENMAL AMPICA I K� R IRE E D, NJ 070 r, jx � e EX4B I sixv, MAN Jill, F Ex ODE NO./ kIvIO BELE r F02416CS&NAA MFl .JFA 05/2019 1411>11,969810 rlf,1:1001� COM d CODES DE Rr PRESSE R. VOLTS 208/230 IPHASE. I. HERT Z 60 C0MPRE SOR/ COMPRESSEUR €.,L.& 0..3,1 L.R.A. 61 .6 OUTDOOR FAN c ' I\. LIPP Y CIRCUIT AMITY. r XAX, FUSE OR CCT. W. IZE 20120 CAL.. MAX, DL F SIBLE W _" . FUSE OR CKT n RK. S 2E'k 20/20 A '. oll i OESIGN PRESSI. E '`� /' 450 P�!G,131,02 kPa DES:GN PRE SLE LOW'/ PRESSION NONIBALI €ASSE 250 1' IG/1723 kPa ,X''EWDOR UNITS FACTORY CHARGE/ R410; CHARGE TOTALE OU SYSfb"lA INSTR CT10% NIDECCESS PANEL I � VOIR LES CHARS INSYR C IONS A, # 'INT" EOR DO ?.A t~ S FUJITSU GENERAL AMERiCA INC. FAWILLD, NJ 07004 ASSEMBLED VACR TYPE BREAKER FOR U.S.A./ 01 C IE E OIFFEREATIEL , c P is T""' �.. � . •------------------------------------ �_ 1 FOUNDATION(IST) .�. 'FOUNDATION (2ND) • m®Ii E MOM. ROUGH FRAMING PLUMBING ADDITIONALINSULATION PER N.Y-. STATE ENERGY CODE r l��i►1f�': r 11..'x: - - �V, s TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 _ 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502, _ Survey, Southoldtownny.gov \PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20a Single&Separate Truss Identification Form Sform-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c " .. ' ' - Phone: /, '� •� Expiration ,20 nM But dm nspector LICATION FOR BUILDING PERMIT AUG 2 2 2017 Date �1i , 20 BTALDING IDEM INSTRUCTIONS a. Th� rtpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection-throughout the work. e.No building shall be occupied or'used in whole or in part for 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 comm- enced-within 12 months after the date of issuance or has not been-completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. �atr� of a plican or me,i corporation T (Mailing address o pplicant) i •ri' State wh&eiapp'licariti."_owner, lessee, ent, chitect enineer, general contractor, electrician, plumber or builder Name of owner of premises (A on the tax ro or latest eed) 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. w Vt Other Trade's License No. 1. Location of land on which proposed work will bed Ouse Number Street Hamlet County Tax Map No. 1000 Section Block Lot subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and 11 intended use and occupancy of proposed construction: a. Existing use and occupancy 41, _ b. Intended use and occupancy - 3. Nature of work.(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filincr t is application) 5. If dwelling, number of dwelling units Number of dwelling units on each floyfr If garage, number of cars - -.6. 'If business; commercial or mixed occupancy, spe ify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front-4,/2--7 Rear Depth Heightf'r� Number of Stori s I Dimensions of same structure with alterations or addi •ons: Fronto I Rear Depth P Height Number of Stories ?i 8. Dimensions of entire new construction: Front 71 Rear >-` . I Deptli Height Number of Storie 41- ` `` i 9. Size of lot: Front le:5�� Rear Depth 10. Date of Purchase Name of Former Owner t"J 11. Zone or use district in which premises are situated m 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO\Will excess fill be removed rom remises?YES NO _/ 14.Names of Owner of premises 4l `hone No. 07(U Name of Architect Address/ Name of Contracto Addres hone No. r� 15 a. Is this property within 100 feet of a tidal wetlan or a freshwater wetland? *Y S NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS J.VIAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are.there any covenants.and restrictions-with respect to this property? * YES I* IF YES, PROVIDE A COPY. r MELISSA R DEBOER NOTARY PUBLIC STATE OF NEW YORK STATE OF NEW YORK) SUFFOLI(COUNTY S S: LIC.#01 DE6349898 COUNTY OF _ ;COMM.EXP. A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing co trac)above named, (S)He is the ( o trac or, gent, Vo rate fficer, tc.) 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 before me this — ` _day of 20\--I Notary Public Signature of Applicant Scott A. Russell ,��'ZI I STOR.��1 WA\T]EIR� SUPERVISOR �. I��[A\NA\G]EM]EN'7C' SOUTHOLD T 53095 Main Road- y , =V90 O Town of Southold 0 CT 2 0 2017 CHAPTER 2773 6 - STORMWATER MANAGEMENT WORK SHEET T�® ' &&fw' PLETED BY THE APPLICANT ) OCT 2 3 Z 017 TO1. DOFS TFUS PROJECT INVOLVE ANY OF THE FOLLOWING. (CHECK ALL THAT APPLY) 1 Yes No A. Clearing, grubbing, grading or stripping of land which affects more j I� than 5,000 square feet of ground surface. I� l; 0 B. Excavation or filling involving more than 200 cubic yards of material I� within any parcel or any contiguous area. El� Site preparation on slopes which exceed 10,feet vertical rise to ! I� ;;i 100 feet of horizontal distance. 1 ❑E]"D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I; erosion hazard area. �' ❑ E. Site preparation within the one-hundred-year floodplain as depicted j on FIRM Map of any watercourse. I; ❑[F. Installation of new or resurfaced impervious surfaces of 1,000 square i, 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 Tag 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. .................__.._.__........... ...__._.__..__.... ----..._..-...—-------- r......_... APPLICANT: (Property Owner,Design Professional,Agent;Contractor,Other)' S.C.T.M. #' 1000 Date District I NAME: / - �I Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** g , Contact Information �•� 11 Reviewed By: Date: �I j� Property Address/Location of Construction Work: if — — — — — — �I processing Approved for Building Permit. f�TvI; (, R, D Rsvc g ;i Stormwater Management Control Plan Not Required. I!I Stormwater Management Control Plan is Required. i (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S,C.T.M• #• 1000 �y (Property Owner,Design Professional,Agent,Contractor,Other) _ �$UfT�y CHAPTER 236 1 24- Stormwater Management Control Plan CHECK LIST V" NAME: �coSSair( .4aSection clock Lot y z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Plms Pam Pnnc Date: * The applicant must provide a Complete Explanation and/or Reason for not providing g atG � G � �/P�Numbrr. Zq o13 /� O1 it�Q all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA if you need additional room for explanations, Please Provide additional Paper. a. Location& Description'of Property Boundaries 0� b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). 0 d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. 00 f. Existing& Proposed Contours of the Site (Minimum 2 truervals) 00 g. Location of all existing & proposed structures, roads, VVI re Backed 5 It 17-11,1115,stabiliZaLlul I (X_ driveways, sidewalks, drainage improvements & utilities. Seeding of exposed dlidtui inactive bulls. h. Spot Grades &Finish Floor Elevations for all existing & proposed structures. 00 I. Location of proposed Swimming Pool and discharge ring. J. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). 00 DRAII LA I. Location of pro2osed concrete washout.area(s). 0 ConWIRED M. Location of all proposed erosion.&sediment control measures. O0 -1560 before 2. Stormwater Management Control Plan must include Calculations showing gmeer s Certification Code- that the storrnwater improvements are sized to capture,store,and infiltratebat the s een installed to pn-site the run-off from all impervious surfaces generated by a two(21 inch 00 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiting details shall include but not be limited to: a. Erosion&Sediment Controls. Hir-711 b. Construction Entrance & Site Access.c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach in Structures (e. . infiltration basins,swales,etc.) ✓ *�** FOR ENGINEEjaTUSEONLY- Stormwater PONLY**** Additional Information is Required. Reviewed & I Management Control Plan is Not Complete. Approved By- — _ — _ _ _ _ _ _ p Stormwater Management Control Plan is Complete. Date: l SMCP has been a loved b the En in pp y Engineering De artment. ., --1-- _ —._.-- ------ ---- FORM # SWCP Check List-TOS MAY 2014 ct316'Qld BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 ro.ger.richertgtown.southold.nv.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: fpfLPH PAfss�n :�0 Date: )0-,5 -18 Company Name: Ino I LD\0CD b el..L c-'-(ZAC =rjc Name: P C L w 7iz— License No.: y Z36email: rQ W1 L DWwl>C-LEC147A e ' Address: > -036- gal` caaFocC 3[-9'L964z[� Phone No.: JOB SITE INFORMATION: (Ali information Required) Name: "'Oso-Z i✓as F Address: ge>--5- Lee-7-t>o.s �2r� Sou=Tko[_►� Cross Street: <oJ /S Phone No.: Bldg.Permit#: L42- 113 email: Tax Map District: 1000 Section: _ Block: j Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE / NO ou h In Final Do you need a Temp Certificate?: YES 'ti's Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION � I�Lq a�82-Request for Inspection FormAs 1-o ,5,)X o�Su�FOLK�oG Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 cGn = Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOL) CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location.of Property: 1 j- 7 Plea se.'take:notice that the{ctaeck a plicable line): l .. New commercial,or residential;.structure f Addition to exisvil jy commercial or residential strucfure' .Rehabilitationo an existm `commercial or resldentialstructure to be.constfi-Jl*!' , performed-at the subject property reference above will.tutil ie (check a"piicab`te<(ine): .:. Truss,type'construction (TT) Pre-engineered woad.construction (PW) T `Timber construe#ion (TC) in thefol wing location(s) (check applicable,line): t/ F oor framing, includin girders and beams F 1 9, g 9 ( ) Roof framing (R). - Floor and roof.framing (FR) . Signature: Name (person submitting this form): Capacity(checkapplicable;line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 \ c��'�'t N,;s?�.Zir�Ljztysft L t„'£.''�" T�Y'''K-�.�y�'*+�''iJ��.C.•tit'" fil:}r r. .it`'�Iy`�.Sq}�+ ,� �c. �rfaf F'hJ~I�J�aSy�w ,t�,y/f'��FI'�••� _ r 'ri'��h ta��"��.�' ...rn•�..,_:T.�-��ffi�..>.i�tj"i:r S��x,�3` ,yJS'J;ter.-tr�`1:iE-wJ:j{��cvlo �7;;jds�rY.,�',4�f��i•2''iva+� r`'. v'v'E' •Fid r.rcY ehf�t. �t�v .i::i{ "� � r t3+ ..�� -'•i-•+ "':its s'�'Jc't . ,1 MK V•,w�y. _'. -ti,^ j 'i1✓{Ya'4yW. 1�l� 11`'w�t� — rvj` .. �r? t.Jr rJ. .y�rf:Jr r• Y �.rygrsr< t ;ro t' ?�;, t*c^ .e ••�}s`�s2T,�•. r `} .�i� 4�,1 � � 4 'k -•a�N tit t'`�.•.-'�- th• t�t�U7.t�r' '� 'r r�ry�< ,� ; f � f .�.. `F9,Y.r err• _ i, ti..'' �1 r � •C ,'241"- T ,j:� .. S J J v, S• 2 t... :�-• z r t rr a •. r ;r t a F i t Y Y. t �r zf : it �.M Ley rt -r c•:F „Y r r t t rF i �l • r 41, �, • - • rr + • Is • r . slom;I NFA Vi T-11 T. TE R-RY P.o. mix 117() Tri4,OWV CLERK- Soulhohl. i f Fax (5 101 ItEGls-rRAP OF VITAL.STATISTICS Tc1cphonc (51(ij 7(j.s MARRIAGE OFFICIM RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of the Code of the Town of Southold: "Floodplain Development. Permit application" ( FDP(93) ) , and ',"Certificate of Compliance frjr Develqmeet in Special Flood Hazard Area (C/C(93) ) . 8 LL�G. Dr-FT TOWN OF SO-hi TOLD A udi th T . -fe'-rry Southold Town Clerk August 25 , 1993 J. ' 't APPLICATIC>N f PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This Corm is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and si�nl L. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re.-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if uo work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state. and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator-or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. �.. (APPLICANTS SIGNATURE)- �' — . ._ DATE '(� � I /SECriON l: PROPOSED DEVELOPi/1ENT (T(?,-�c completed by APPLICAIt'n NAME ADDRESS TELEPH E APPLICANT O X� / e ) - BUILDER �g � � � • ENGINEER PROJECT LOCATION_ To avoid delay in processing the application, please provide caou¢h information to easily identify the project location- Provide the sweet address, lot nurobcr or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known Landmark A sketch attached to this application showing the project location would be helpful. L FDP(93) . t . t APPLICATIOI\ PAGE 2OF4 DESCRIPTION OF WORK (Check all appGcablc boxes): A. ,STRUCTURAL DEVELOPMENT 'ACTIVITY RUCTURE TYTE Oew Structure Residenmil tial (1-4 Fay) Addition ❑ Residential (More than 4 Family) ❑ Alteration O Noo-residential (Floodproofwg? ❑ Yes) ❑ Relocation ❑ Combined Usc (Residential & Commercial) Cl Demdlition• P ❑ Manufactured (Mobile) Home (In Ma-Du- 0 Replacement factured ome Park?- ❑ Yes) ESTIMATED COST OF PROJECTS O� B. OTHER DEVELOPMENT ACTIVITIES: ``O F'dl ❑ Mining ❑ f3/Drilling Grading XExcavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) , ❑ Drainage Improvements (Including Culvert Work) ❑ Roark, Street or Bridge Construction j /� ❑ SuFdivision (New or Expansion) Wa[cr or Scwcr Systcm f Other (Please Specify) Aftcr completing SECTION 2, APPLICANT should submit f on toLocal Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADNUNISTRATOk) The proposcd devclopmcot is located on FER-M Pancl No. . Dated The Proposed Development: ❑ Islimos located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PE UI'4 IS REQUIRED). ❑ Is located in a Special Food Hazard Arca. FIRM zone desigpation is 100-Year flood elevation at the silt is: R. NGVD (MSL) O Uoavailablc O Tbc proposcd dcvclopmcnl is located to a floodway. FBFM Pancl No. Datcd O Scc Scction 4 (or additional instructions SIGNED DATE APPLICATION 4 PAGE 1 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To be completed by LOCALADMINIS-FRATORI The applicant must submit the documents checked below before the application can be processed: O A site plan sbowing the location of all casting structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans;drawn to scale, and spccificativns,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the First floor, details of floodproofmg of utilities located below the fust floor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). 0 Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). O Floodproofing protection Ievd (non-residential Ft:NGVDMSL . For only) (MSL). floodproofed stmaures,/nppOcant must attach certification from r-gislered engineer or 11 architect. / Cl Certification from a'ceegglstered cog neer that the proposed acd%it�in a regulatory floodway will not result in.an increase in the height of the 100-yeas flood. A copy of alt data and calculations supporting this finding must also be submitted. ❑ Other- SECTION 5 therSECTIONS PERMIT DETERMINATION (To be completed by LO�'AL ADMINISTRATORI I have determined that the proposed activity. A- 11 Is B. O Is not in conformance with provisions of Local Law-if , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, lbc Local Admioistra(or may issue a Dcvclopmcol Permit upon paymco( of designated fcc. If BOX B is chcckcd, the Local Administrator will provide a wri(teo summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. • APPLICATION ,v PAGE 4OF4 APPEALS: Appealed to Board o(Appcals? O Ycs ❑ No Hearing date: Appeals Board E)ccisiou --- Approved? El Yes C1 He Conditions SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This secdoo must be completed by a registered professional engineer or a Gccosed land surveyor (or attach a certificat-ion to this application). Complete I or 2 below. I. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodprooftng protection is FT. NGVD (MSL). NOTI Any work performed prior to submittal b( the above information is at the risk,& the Applicant. SECTION 7• COMPLLANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based ou inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? O YES ❑ NO ,SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATQR) Certificate of Compliance issued: DATE BY: Attachment B /i 6AMP;LE CERTIFICATE 'F COMPLIANCE / ecial Flood Hazard Area for Development in a Sp Rai TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL' FLOOD HAZAJW AREA rnVv[pMp MjjST RX,_TArN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS; CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING Cl VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENT'S OF LOCAL LAW # , I9_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93 ) ® ITECNOLOGIES ARCHITECTURE PLANNING CONSTRUCTION SERVICES 13405 Main Road,Mauituck, Now Yozk 11952 631.298.1129 fax:631.298.1128 P.O.Box 93 September 18, 2017 D SEP 1 8 2017 Building Department BUrLLDINO DEPT. Town of Southold TOWN OF SOUTHOLD 53095 Main Road P.O. Box 1179 Re: Mr. Russell Hirsch 805 Leeton Drive Southold,MY 11971 S.C.T.M# 1000-059-B1k.01-Lot24 To Whom It May Concern: Per your request and phone cony following disclosures and RESCHE review. The proposed - Ition Is not a substantial improvement to the existing residence 2. 3. RESCHECK complying with 2015 Code. If you have any additional questions regarding this request please give us a call at (631) 298-1129. Please send all correspondences to: Frank Notaro 648 Roanoke Ave. Riverhead 1 Th Fr 0 i i i ITECNOLOGIES ARCIRTFrrM PLANNING CONSTRUCTION SHIMS 13405 Man Road,MaUduck,Now York 11952 f 631.298.1129 fax:631.298.1128 P.O.Box 93 aL� September 21,2017 o SEP 2 2 2017 Do Building Department Town of Southold BLTILD.INO DEPT. 53095 Main Road TOWN OF SOUTHOLD P.O. Box 1179 Re: Mr. Russell Hirsch 805 Leeton Drive Southold,N.Y 11971 S.C.T.M# 1000-059-B1k.01-Lot24 To Whom It May Concern: Per your request and phone conversation,we are enclosing the following disclosures for your review. 1. The proposed addition is not a substantial improvement to the existing residence since the proposed construction cost is less than 50 percent of the existing value of the residence. 2. Enclosed please find the actual bill of sale the Client paid for the house in 7.1.15 and one of the estimates for the proposed new construction. 3. The broker noted that similar houses in this areas with water view are being put on the market between$900,000 - $1,000.000. If you have any additional questions regarding this request please give us a call at (631)298-1129. Please send all correspondences to: Frank Notaro 648 Roanoke Ave. Riverhead,N 901 Th _ 7 8 Fr o 0 OF I Proposal yprian®u Construction P.O. Box 2247 Celli (631) 885-5452 Aquebogue, NY 11931 Fax%Office: (631) 722-5772 i HIRSCH RESIDENCE . SOUTHOLD, NY FEBRUARY 12. 2017 We hereby submit a proposal for the following work to be done per plan: DEMOLITION $9,800.00 DEBRIS REMOVAL $2,800.00 FOUNDATION — CONCRETE $14,800.00 FRAMING $49,500:00 WINDOWS- EXTERIOR DOORS $22,800,00 SIDING $8,900.00 PLUMBING $22,700:00 ELECTRIC $37,450,00 INSULATION $8,900.00 SHEETROCK, TAPE & SPACKLE $14,800.00 PAINTING $28,700!00 OAK FLOORS $14,900:00 INTERIOR DOORS & TRIM $19,800:00 EXTERIOR TRIM $12,800.00 HEATING/AIRCONDITIONING $28,000.00 (ALLOWANCE) TILE MATERIALS $3,000.00 (ALLOWANCE) i I I I Memorandum of Sale Date: July 1, 2015 Seller(s): Athanasios Marinos Phone: 36-27 Greystone Avenue Fax: Bronx, NY 10463 email: Seller(s) John Pettas, Esq. Phone: 718-726-4184 Attorney: 3005 30th Ave #350 Fax: Astoria, NY 11102 email: Pittas@aol.com Purchaser: Russell Hirsch, Daria Luisi Phone: 52 Sherman Street Brooklyn, NY 11215 email: russh02O2@gmall.com Steven Banks, Jean Schneider 48 Sherman Street, Brooklyn, NY 11215 Purchaser(s) Lisa Clare Kombrink Phone: 631-765-2300 Attorney: Twomey, Latham, Shea, Kelley Fax: 631-727-1767 Dubin &Quartararo LLP 56340 Main Rd Southold, NY 11971 Street Address 805 Leeton Drive, Southold, NY 11971 SCTM#: 1000-059-00-01-00-024-000 Sale Price: $825,000.00 Terms: $400,000 cash, the reminder is mortgage contingency. This offer may change to an all cash deal $825,000 Conditions: Engineers inspection. Selling Associate: Nicole T. LaBella Phone: 516-652-8888 Corcoran Fax: 631-488-2528 email: niabella@corcoran.com Listing Associate: Richard Whine Abatelli Phone: 631-734-6000 Abatelli Realty Co Inc Fax: 631-734-6028 email: info@abatellirealty.com Closing Date: On or about 60 days Commission: By Separate agreement peconic Bay Region TransferTax-equal to 2916 ofpurchase price over$150,000 for improved property and$75,000 for vacant property in the towns of Riverheat0,ani!Southold, responsibility Mansion Tax-equal to 1%of gross sales price if over$i ooa000 and the property is improved. Purchaser's responsibility New York State peal Property Transfer Tax C Deed stamps'?0.4%of purchase price. "ler5 responsibility CG 08/24/11 Proposal TILE INSTALLATION $4,900.00 (ALLOWANCE) PLUMBING FIXTURES $3,500.00 (ALLOWANCE) a HARDWARE $2,000.00 (ALLOWANCE) SUBTOTAL: $317,850.00 $47,677.00 CONTRACTING FEE TOTAL : $365,527.00 i i I I 1N 3 '1.'° K l Architectare and CollstructoTa. Managennent Senices architectrire,p i May 8,2019 Town of Southold—Building Department Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold,W II971 Attention:Mr.Mike Verity—Chief Building Inspector Re:Permit#42I I3—Windsor East at 805 Leeton Drive Dear:Mr.Verity This letter is to serve as a written request for a 6-month extension to the building permit notated above.We are just about completed with the job and are currently focusing on the required site work and drainage. I spoke with staff about an extension and they suggested that we formally ask for the request with a letter. We appreciate your understanding in this regard. If there is anything in addition to the written request do not hesitate to contact me. 4ob,e y you<AIAEED mskP STROMSKI architecture,p.c. P.O.BOX 1254 PHONE 63 l)779-2832 JAMESPORT,NEW YORK 11947 EAX(63 t)779-2833 OF SOUlyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® a� Own BUILDING DEPARTMENT TOWN OF SOUTHOLD December 28, 2021 Windsor East LLC 52 Sherman Street Brooklyn, New York 11215 RE: 805 Leeton Drive, Southold (See attached copy of the Building Inspectors ticket from 9/14/2021) TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Electrical Underwriters Certificate. Final Health Department survey. X Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44403-Z additions/alterations - :E'. .S - G �69ti ,�o SURVEY OF ,PROP., 'RTY `�•d NA T �SO UTHOLD f 4 s TO TYN OF SO UTHOLD SUFFOLK COUNTY N. Y. 1000 59-®1 24 SCALE.. 1'-30' DEC. 4, 2002 OCTOBER 15, 2015 4j ti9�� `O Zol \ . O 06 CER • TIFIED T0: \ WINDSOR EAST LLC.. oo+ STEWART TITLE INSURANCE COMPANY 0 �c1• . 4� e FLOOD ZONE FROM FIRM MAP NUMBER J6103CO154 H , SEPTEMBER 25, 2009' ==� s =PIPE1C. NO.- 49618 ANY ALTERAnoN OR ADDInoN ToTHIS SURVEY IS A VIOLATION PECON/C SUR - RS,'P.C. OF SECTION PER SE• WE 720 YORK STA7FjWWoj muALL C LAW. (631) 765-5020 FAX (631)..765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISJON 2 ALL CER7IRCATIONS ' F Ly SAID MAPHEREON ARE OR yALD COPIES FOR I THE IMPRESSm SEAL O T7IE SUON R ,VEYOR Af�EA=20,000 SQ, FT. P.O. BOX 909 WHOSESIGNATURE APPEARS HERE°nL 1230 TRA VELER S7REET SOUTHOLD, N.Y. 11971 02-346 I • \�l I I�\y�. Ovv 'oy2 \�L \.gyp xO >[��V� '�j� a:MrmMUM 2 CONCRETE CYUNDARS FOR TEST 6,217 SQ.FT.X 21I RAINFALL (0.1667) = 1 036.4 CUFT. REQUIRED DRAINAGE •/C` �/ �\ �,�t-,, , �, o PURPOSES EVERY25'-0 Q� 4y O `�L � �� Sr T 5:ALL REBARS MIN.COVEROF3'-SHALL 8E NEL[ T �� , 1N PLACE WITH APPROVED DEVICES. VEGETATED SWALE A = 520 CUFT '� ,•<Go O 'A� �� 8:MASTIC COATALL SURFACES BACKFILLED VEGETATED SWALE B = 176 CUFT 5�`.` X30 �'> G� �G�J� STORMTECH SC-310 STORAGE VOLUME W6"STONE BASE 31.0 CUFT PER UNIT LENGTHc�� .� O 3 LENGTHS =22.5 FEET=3 X 31.0 CUFT X 4 ASSEMBLIES =372 CUFT TOTAL STORAGE VOLUME REQUIRED 1,068 CUFTeK NOTES: 1. ALL DRAINAGE STRUCTURES SHALL BEA MINIMUM OF ZABOVEy� C,�� J GROUNDWATER OR AT ELEVATION 4.5 ` C& 2.ALL OUTLET PIPES IN SWALLE SHALL HAVE SPLASH BLOCKS OR �' 5 ` � � �� Cp��S G�� Q\QS 6 6 A LAYER OF STONE TO PREVENT WASHOUTS ��• ams �c�eo s �� , �", 0 4 oyc>�6 KATHLEEN M,HAND,P.E. 3. VEGETATED SWALE TO BE IN CONFORMANCE WITH NYSDEC o `�� e �' a5 °Sti�'G NYS LIC.Naoz2a0s SWPPP STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL �`�� \�;�"'� s?o / �; �, ' '�` �h `yF, \Yp° e CONC.RETAINING WALL DESIGN `` '�•Q *y/ � �o STs, �� ti G 1, �' /'z �y S��Q\Q��S�° POSTS-STEEL,TORUSHAPE T/PE �'9'y �/• 1 FEiJC£ RE 14.5GALCiE n ^ n ••/ 4\� fi•MAX.MESHOPENMO t pJ ./ ORAPCLOTH-..L140N A� G� �'`.• $� CRAPPROVEDEQUAL L `i Y!-J/1V1G I��i' -`�y� Q, �•P , Q `( `•�• �/�j le 3fi•NAN.FENCE T® 4?AI NAS � /1 0 ��0'a�t'. a y^®' (dam � 5 NOTES L4JDSTlAiBEDO F.o—LOW LL �J` 6 J i� s"s16,100 �, ,. /,a,+ \\VL1 •\ (�. !�`�^` \ \\ �� 1.VO NIRS FENCE(IlJN.14 f/1GAlXiE1MX B' �� '� IAESHSPApNG)4MHF/1TF32CLOTHOVC COWACTEDSACHFIIl �Rs ,Q\ 6 , / ��'�w��nl I �j9• Jam;J` , JJJ \�V 2 FVENW LDTHTOBEFASTENEDSEC EVERTO 6 -T, [I��- Ae \ no• �� C\�T' jS_/ `p;```\ �� NOVENYNDMDSECMN nES SPACt�EVERY24• fYV. \ V AT TO NTVOSEC77O10N. ��. / IO� A NHENTNOSEVSHAL BEOVER 4PPEDB 101N IB� m ��-�'f y�•°° � -_ t� ��0�° Q 11) ENf7iOTHDFOLD SHALLf3EOVEfdAPPEDBYSIX V- �,7� lNpfE6 ANDFOf17t� /J O/ ,.ya•.pa ^�` , �� r �• + �!b•�% oOo 4.MARTTENANCESELALLBEPETSORIAEDAS -!� (/ Q` , d� `, A O NEED®ANOMATER'ALFaFWO NHEN•BL2GES• O,n �` ; % CEVELOPIN THESILTFENCE V SECTION CPQ\ �O a.(�Cy4P�i ?�� °o•`� 'Fp1O� �% x ?' / WOVEN NIREFENCf(MIN.1412SCJ •Q,�•� 40' ' t ` GALGEMAX fi•M1gSHSPAIXN �� -!/ �tP V� ,` 4 IN, ` POSTSRYP 36•NJN FENCEPOSTS. LP , •" �P� �, 101hm C6NTtRTOCENTER Oa�v�1•rsN.INTD TrE ,(\O O 'Q`;Ci.0 - ,; \, 0. r; ,,Y,.,,+�Y 1 6•PENETRAT70ON INTO WOUND � 'Y�T� ��1' . (SEESECTIONV 'J' ELEVATION � R,g"NIR, ' SILT FENCE DETAIL '� oy 111b" �'� `� STABILIZED CONSTRUCTION ENTRANCE - 0, EXISTING 3'M1 EXISTING GRO11RqB" S• PAVEMENT " FILTER MOUNTABLE BERM OSION &SEDIMENT CONTROLS DRAINAGE INSPECTIONS ARE REQUIRE 2"STONE OR PROFILE CLOTH (OPTIONAL) 1.STONE SIZE-USE 2°STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. RECYCLED CO TE T.LENGTH TMINIM LESS THAN 50 Shall include but not be limited to: Contact TOS Engineering at 765-1560 be re 80'MIN. A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3.THICKNESS-NOT VE(12)LESS THAN IMUMINCNES. Backfill OR Provide Engineer's Certification 4.WIDTH-7WELVE(12)FOOT MINIMUM,BUTNOTLESS THAN THE FULL WIDTH AT A well maintained Construction Entrance, ' g POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOTIF SINGLE ENTRANCE TO SITE. Wire Backed Silt Fencing, stabilization& that.the drainage has been installed to Code. 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING oFSTONE. ®� Seeding of exposed and/or inactive soils. 1�_LSTINC 8.SURFACE WATER-AL1 SURFACE WATER FLOWING OR DIVERTED TOWARD CON- STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IFPIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 10'MIN.OR MAJ76H _ co 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED INA CONDITION WHICH WILL ADJACENT ROAD MOTH i1 PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL PLAN SEDIMENTSPILLED,DROPPED,WASHED OR TRACTED ONTOPUBUC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. NOTE: 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH MAINTEIVANCE TO INCL UDE PERIODIC I STONEAND WHICH DRAINS INTOAN APPROVED SEDIMENT TRAPPING DEVICE. APPROVAL OF STORMWATER MANAGEMENT WITHADDITIONAL STONE AS 8.PERIODIC INSPECTIONAND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH REQUIRED. - -- - COKTRO PLAN - In Cod DUST MITIGATION MEASURES: ' ! f r r tl a 36 1)LIMIT VEHICULAR SPEED ONSITE USING TRAFFIC CONTROL AND SIGNAGE ,-\�,i"° �1 Date' Gi 2)WATER ONSITEAS NECESSARY TO CONTROL DUST r�" C�-. 11 +,'� SYMBOL A rOv@d b 3)APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION 'Y\� t'�'/I'� ,� (�I7 by:CL .. 5'PRO SERIES STRUCTUR L (L }gt X11_ TRAFFIC CH cFVN 1 HT FOAM POLY ATE 4..+ FasrENCFossBaacEs 1- � \1L— 14• WITH UV IM (aWENf2'9N1 Ts TOGETHERMTHSCREASOR C7 \�_ MIN.SAW CUT SECTION Al :RIE (4RA'EN u•avm +. xarLs i ��--�� 2•ASPHALT 4',—_ 4° 1, D _ -;z_-- 6'CRUSHED STONE NEW FELT EXPANSION JO {_) — t SILT FE TRAP TIOBA CROSS SECTON LUI ORAINAGEINLET EMBED PL TERCLOTHOtf INR]GROUND -. MlCHA° _ a ------------- SANBCLEINLETPAOTECTmN Nr�sUHSniUEO CONSTRUCTION SPECIFICATIONS NYS 8Iz0 4-MIN. 4°MIN. FCRTHESILTFENCEINLETPROTWMN DRAINAGE DESIGN ONLY 1.ALL TREES_BRUSH_STUMPS•OBSTRUCTIDHS, AND OTHER OBJECTIONABLE MATERIAL n (SEEDETAILDWSSHEEn. CERTIFIED TO:WINDSOR EAST,LLC SURVEY OF DESCRIBED PROPERTY SITUA TE A T JOB NO.:2016-289 SOUTHOLD FLED° TOWN ON SOUTHOLD REVISIONS: Hyl SUFFOLK COUNTY, NEW YORK REV. PER SCDHS COMMENTS 3/15/17 / '.=" S.C.T.M. DIST. 1000 SEC. 059 BLK. 01 LOT 24 15 8 0 15 30 45 60 75 90 105 120 135 ,f SCALE: 1"=30' DATE:NOVEMB R 30, 2016 $�i N -ER'S CERTECATIoN REQUIRE �I LOT AREA:20,000 SQ.FT. =0.459 ACRE . CERTIFICATION ' "' 0 x,, ELEVATIONS AS SHOWN ARE REFERENCED TO NA VD 1988 �r�, �`��r �. AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS � �� i. Tim AND CONST CTION - _ __N ALL PROPERTIES WITHIN 150'ARE IMPROVED ANDLu Ii0 +L. USE FORM SERVICED BY PUBLIC WATER UNLESS NOTED AS VACANT RM MW 4-01 3. NO VISIBLE WELLS WITHIN 150'OF SUBJECT BOUNDARY NSE NO. 050363 NO GAS SERVICE T.0 EXISTING DWELLING LLU FLOOD ZONE BOUNDARY HEREON AS SCALED FROM THE HANDS ON SURVEYING F.E.M.A. FLOOD INSURANCE RATE MAP 26 SILVER BROOK DRIVE N MAP NO.:36103CO154 H-EFFECTIVE DATE.SEPTEMBER 25, 2009 FLANDERS, NEW YORK W E 11901 SANITARY CROSS SECTION TEL:(631)-369-8312-FAX.'(631)-369-8313 PROPOSED GRADE MARTIN D. HAND L.S 5%MAX SLOPE COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING LOCKING CAST C ER TO GRADE THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE v4"IFT.PITCH MIN. 1/8 SFT.PITCH MIN. CONSIDERED TO BEA VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. P.FFEL.:12. ' 6•MIN. •10.2' 4' MAX 2,000 ----- GALLON 2.5 DEPTH CONCRETE RETAINING WALL INV:6 S.T. 3'MIN. CROSS SECTION GROUNDWATER / 8" (8)4. 5'X8.5'FFD X 2.5'EFF.DEPTH LEACHING GALLEYS / ry✓ FINISHED GRADE bandonment of existing sanitary systemjnustbe 00 PSI con with department requ� ? nt Submit. � @ REBAR CONCRETE / % TEST HOLE DATA @�z^o.c. M 6' completed fora M �� o "' y � COARSE SAND'EL:5.5' Fr / Oj W/GRAVEL WATER PROOFALLCONCRET (SK9 SURFACES BELOW GRAD 3.o,a.*2.5' GRADE Cj \Q` 2?s•� WATER IN H.E.G.W. O�CJ G v shy Gym COARSE SAND CLR. W/GRAVEL Gvp' .I � •. F�6 (SWI -SO• 6" 3-0^ I �0�'� � Q�Q/' Q�Q TEST HOLE BORING BY 3^ SHAWN M. BARRON M.S. CLR• 1%42017 �—a— CJ P\��C�•' \�Qt` O� sgy9l� \ 5r- X-O" V NOTES: GAJ 'P yo 1:ALL CONCRETE TO BE 3,000 PSI AT 2B DAY TEST ,`5,•• ,(`nj •� 0��°G°� y �� G 2:REBARSTOBETIED ATALLOINTSOFCONTACT W/ AS ,J #16ANEALED WIRE ( OPQ� n�7 O / 1EXPANSIONJOINTSREQUIRED AT75'•0"O.C. /��a� ��•J •\9,p JP'�OQSS 0�q�o O�(r �O 4:PUl RPOSES EVERY O CONCRETE CYLINDARS OR TEST .'• QPd `_ A,pO CPQ- ,r �, A oTQ �/�i ��r 5:ALL REBARS MIN.COVEROF 33'-SHALL BE HELD / Q S ° O A G IN PLACE WITHAPPROVED DEVICES.G�° eFl ' O s �yT 6:MASTIC COATALL SURFACES BACKFILLED o '• 9 O O ��e /• ,,'�io lO�,f�� 9TF,p �i"'%Y;�'�Fl�. l°�G F�c2° r'P�. �� 59 Q 9sA �� ••Y ry °y�'�> o�t�' �9 �� o ops° Gl.2F o,P�L �•,• rybb �```'0�V �°� oyyy �� T AL P. _A-A ntiSQQP��alc��O °S54 ((<rj EASEMENrA RSNBSI/RFACE G%l. 0 G a �vQQ°Q `` �� O NYSLIC.N00728 6KATHLEEN M. D,P.E. SMWTMRESREC0RDE0 OR �, �.Q. QA (O, .` ��. 0 UNREOARDEDARENOTGIURANTEFD �p y 6, Q ° Q '`' �• CONC.RETAINING WALL DESIG nLA'LE5 sPH CALLYEVIDENTATTHE Q� OBy \ O�yO ry6A SoQ/-Qy a`(�'^p��o •OOH THEOFFSeT(OR OIMENSION5I SHOWN NEREONr,Oo nIE5TRLLTiMEs TO THE ` 1 QyG i'VO�1 �' ' PROFERTYLINE AND RA SPECIRC \'�° ?iP. �Q.�QO j Q��T\ / PLWOSE m6wr,AN D ANOnIEREFORE EIREC-CNnOON�FFOENmCE,%REMWMNc WALLS PoOLS,PAM%PLANRNG AREA$AOpmO sTDeIAwms AND ANYOTHER CONSTRUCTION. ronN+lss°iamMiEYISAE OuVON DF anGN ` A-�c�` 01.0 �h`L1,-IN ��P, SECnaN].roO OF MENEW YORKSTATE ELCATTONLAW. CCRESOFTHISSORVEYMAPNOTB NG THEU DSUR MRSINI SEALOR 2 EMBOSSED SEAL SHALL NOTEECMWEREO CsEA VAUOTmECOPV. ..']O''_oBy ONLYM THEZN01CATE0N!MMTA StRV V V \ / ONLY70 THE PERSON(5)PoR WHOM THESURVEY _ O r 'P ° Y( =S= S PREPAREDAND ON NIS 861AIF i0/HE TJTIECOMPANY.GOVERNMENTAL AGENCYANO �� •�j 0 �9/Zy� `O LENDINOINSn"oNUsTEDHEREON,ANO TO iHEASSIGNFES OFrTIELEN0INC INS/F / O .P V G•/• ,+ }' OWNERS ERnFICAnoNS ARE Nor TRANSFEiUBIE ^��^ /�O OO� �1NO ro AODInONAL INsnT1/!T NS OR SUBSEpUENT ``_ N ��J 7J.� 0� QQ82'�l�'POc'Y,yfA %��-�At� /^1 01` ' s/O �Po O `, B'�' 2 Fe a i �00. /� SUFFOLK COUNTY DEPARTMENT OF I•I� 'P!I SERVICIeS .�`. QQ�3 r` X` v r 2 PERMIT[Fon APPROVAL. OF CONSTRUCTION FOR A `�`r ptO JJ 4�Cj` ` O SUFFOLK COUNTYDFPARTMENTOFHEALTHSERVICES ICE OF S f!`I O L,E rA lei!L.Y R E S i DE-iIN C E ONLY � Cj l+�'J (�V \1 ORESIDENML STANADARDSS--FIIGUREENT 6 ALTERWTEA•CLEAN OUTDETAIL STOPPER MAY 0 3 20 ® ,� �C\_O`O v ENOPUGOR SLATE RABLECOVER 47 DAT Ez RZEF. NO. APPFcO°dL:r:1 p� FOR ;PAA T�� ''M O BEDROOMS v � SEWERP/PE EXPIRES TZAR - YEARS FPO�A DATE OP• ARPROVAL S.C.D.H.S. EN RS E NTS 45•ELBOW SURVEY OF CERTIFIED TO:WINDSOREAST,LLC DESCRIBED PROPERTY SIT UA TE A T JOB NO.:2016.289 SOUTHOLD MAPNO.: TOWN ON SOUTHOLD FILED: SUFFOLK COUNTY,NEW YORK REVISIONS: S.C.T.M.DIST.1000 SEC.059 BLK 01 LOT24 REV.PER SCDHS COMMENTS 3/15117 F OF NEIy PREP.ToSHLD SMCP 9129/17 1 REDUCE MAP FOR SCDHS RESUBMIS ION 15 8 0 15 30 45 60 75 90 105 120 135 W/DRAINAGE 8 REVISED WALL LAYO T 511/18 SCALE:1'=30' DATE:NOVEMBER 30,2016 FINAL SURVEY OF FIELD LOCATIONS GOM ON 12/612019 AND SANITARY LO CA TIO DI I N LOTAREA:20,000 SQ.FT.=0.459 ACRE AS PROVIDED AND RECEIVED ON 9/1 02 ELEVATIONS AS SHOWN ARE REFERENCED TO NAVO 1988 ISSUED 1211/2020 U„Ph3 tti AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS t L 410.050 O FLOOD ZONE BOUNDARY HEREON AS SCALED FROM THE S�DLAND SV FE.M.A.FLOOD INSURANCE RATE MAP MAP NO.:36103CO154 H-EFFECTIVE DATE:SEPTEMBER 25,2009 JEFFREY W.HADERER L.S. PROPERTY SUBJECT TO THE TOWN OF SOUTHOLD NYS LIC.NO.:050538 CHAPTER 226 STORMWATER MANAGEMENT CONTROL PLAN 6ND SHALL CONFORM TO ALL REQUIRED STANDARDS SANITARY TRIANGULATION DIMENSIONS TWINFQ S Lai'- Mo SUAVEY/NG CORNERA 19' 29' 31t.6"1 tGaws 10HA�DSDV.R MMR HUTWI..NA40 L.1 K. W.Al0 71111'HVIWAX IINITE3 COR ER 38'-6" 46=6" 40'-6" rrauranvBAts NE�'1'ONK 11944 SANITARY LOCATION DIMENSIONS AS PROVIDED BY OTHERS FaunO h;amxmn�a1 ahaxlam3m EXISTING WATER LINE AS PER PREVIOUS SURVEY COP/£S OF THIS SURVEYMAP,EITHER PAPER OR ELECTRONIC,NOTBEARING EXISITNG ELECTRIC SERVICE LINE AS PER PREVIOUS SURVEY THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOTBE NO DRAINAGE LOCATIONS PROVIDED CONSIDERED TO BEA VALID COPYAND SMALL Nor DE USED FORAw PURPosF NOT GUARANTEED BY TWIN FORKS LAND SURVEYING RECEIVED BUILDER/APPLICANTTO PROVIDEA WWM-073 'CERTIFICATION OF CONSTRUCTED WORKS BY DESIGN PROFESSIONAL' FOR THE SIGNEDAND EIRTIFIEDBYANENGINEER LT OF THE CONCRETE SANITARY WALL t��iL�� APR OS 2021 SUFE.CC' ?!E !-TH Sr-nVICES OFFIC__i r.:,:e I @ 3 MGT. � � '�••• y�°sti D MDQ D • >t O DD �LAUG s 021 Q a•tt 60 y? 1 f I pfD 'P'� plE��4� Nt1p_ 7 a m� b� •• ^� .��• ® BUTLDrNTG I EFT. TOWN OF SOU FTHOLD k. V- o 01 Irv. ? VO 1((, OP C1 SUFFOLK COUNTPO+EPARTMEUT HEA ICES ST. c x• APPROVALIsiRdCTE DWOP.K 0 9 ?2"02 SIN LYRESIDE Cc Date.JUL 1 3 2011 FF9 �NC.Q_(D' Tho summoo E;spoEal aRo NVa;Br;vAN � ' as 111a Ia�6on naw Dei 0 InspeelEe 2rxllx Coed by Uiis C2,><;runens Da�h^r apP,nDias BLfO bLadye �'� `� 0. tea" saVslaCoryFORAMAXUN MOF, '78EDROOMS. BGG 4j3 ` Craig Knepper,P.E.,Chief REScheck Software Version 4.6.4 Compliance Certificate Project Proposed Hirsch Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 1,158 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 805 Leeton Drive Frank Notaro-Agent Frank Notaro R.A. Southold, NY 11971 Architecnologies Architecnologies@yahoo.com 648 Roanoke Ave. 648 Roanoke Ave. Riverhead, NY 11901 Riverhead, NY 11901 631-298-1129 631-298-1129 architecnologies@yahoo.com aArchitecnologies@yahoo.com Compliance: trade-off Compliance: 20.8%Better Than Code Maximum UA: 289 Your UA: 229 Maximum SHGC: 0.40 Your SHGC: 0.01 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1:All-Wood j oistfrruss:Over Unconditioned Space 1,158 19.0 19.0 0.025 29 Basement Wall 1: Solid Concrete or Masonry 1,158 10.0 10.0 0.078 90 Orientation: Unspecified Wall height: 6.0' Depth below grade:4.0' Insulation depth: 4.0' Wall 1:Wood Frame, 16" D.C. 245 15.0 15.0 0.034 8 Orientation: Front Window 1: Other 7 0.340 2 SHGC: 0.01 Orientation: Front Wall 2:Wood Frame, 16" D.C. 460 19.0 19.0 0.027 10 Orientation: Left side Window 2:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Left side Window 2 copy 1:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Left side Window,2.copy 2:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Left side Project Title: Proposed Hirsch Residence Report date: 09/18/17 Data filename: Page 1 of10 C:\Users\Frank\Documents\AA EMERGENCY OFFICE_PROJECTS_8.11.12\Hirsch\Hirschl.rck i i I Gross Area Cavity Cont Perimeter Window 2 copy 3:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Left side Window 2 copy 4:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Left side Window 2 copy 5:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Left side Door 1: Glass 24 0.340 8 SHGC: 0.01 Orientation: Left side Wall 3:Wood Frame, 16" o.c. 442 19.0 19.0 0.027 11 Orientation: Back Window 8:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Back Window 8 copy 1:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Back Window 8 copy 2:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Back Window 8 copy 3:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Back Window 8 copy 4:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC:0.01 Orientation: Back Window 8 copy 5:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Back Wall 4:Wood Frame, 16" o.c. 340 19.0 19.0 0.027 8 Orientation: Right side Window 14 copy 3:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Right side Window 14 copy 2:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Right side Window 14 copy 1:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.01 Orientation: Right side Window 14:Wood Frame:Double Pane with Low-E 7 0.340 2 SHGC: 0.01 Orientation: Right side Ceiling 1: Flat Ceiling or Scissor Truss 1,158 38.0 38.0 0.014 16 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in th REScheck Inspection Checklist./. N me L Title Sig iature Date Project Title: Proposed Hirsch Residence Report date: 09/18/17 Data filename: Page 2 of10 CAUsers\Frank\Documents\A EMERGENCY 0FFICE_PROJECTS_8.11.12\Hirsch\Hirsch1.rck REScheck Software Version 4.6.4 Inspection Checklist t I Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, i Construction drawings and 111Complies 103.2 "documentation demonstrate ;❑Does Not [PR1]1 energy code compliance for the ; building envelope.Thermal ❑Not Observable :envelope represented on []Not Applicable construction documents. ; 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 !,energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ; ,J Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate compliance with the IECC { ;Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: ; Heating: I❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr �❑Does Not (PR2]2 on loads calculated per ACCA Manual J or other methods � Cooling: � Cooling: �❑Not Observable v Btu/hr approved by the code official. ; Btu/hr ;F-]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Hirsch Residence Report date: 09/18/17 Data filename: Page 3 of10 C:\Users\Frank\Documents\AA EMERGENCY OFFICE_PROJECTS_8.11.12\Hirsch\Hirschl.rck ' ction Se # Foundation Inspection Plans Verified Field Verified Complies? Comments/Assumptions & Re .ID Value Value 402.1.1 ;Conditioned basement wall 1 R- R- ;❑Complies :See the Envelope Assemblies [F04]1 :insulation R-value.Where interiorR_ ; R_ :[]Does Not table for values. Q ;insulation is used,verification ; ;may need to occur during ❑Not Observable :Insulation Inspection.Not ;❑Not Applicable ;required in warm-humid locations; ; :in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies [F0511 "insulation installed per []Does Not manufacturer's instructions. []Not Observable ' ❑Not Applicable 402.2.9 ;Conditioned basement wall ; ft ; ft ;❑Complies ;See the Envelope Assemblies [F0611 :insulation depth of burial or ;❑Does Not table for values. :,distance from top of wall. ; '❑Not Observable ;❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [F011]z to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable �❑Not Applicable 403.9 Snow-and ice-melting system §❑Complies [FO12]?' controls installed. i❑Does Not le ❑Not Applicable e Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Hirsch Residence Report date: 09/18/17 Data filename: Page 4 of 10 C:\Users\Frank\Documents\A EMERGENCY 0FFICE_PROJECTS_8.11.12\H1rsch\Hirsch1.rck -.Section Plans Verified Field Verified # Framing l Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, :Glazing U-factor(area-weighted ; U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 402.3.3, 402.3.6, ❑Not Observable 402.5 ; ;❑Not Applicable [FR2]1 ' 0 303.1.3 IJ-factors of fenestration products I ❑Complies [FR4]1 :are determined in accordance ❑Does Not ® with the NFRC test procedure or j ;taken from the default table. ;❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. 1 l� ❑Not Observable i❑Not Applicable 402.4,3 ;Fenestration that is not site built } ❑Complies [FR20]1 its listed and labeled as meeting ❑Does Not !AAMA/WDMA/CSA U 101/I.S.2/A440; ❑Not Observable ,or has infiltration rates per NFRC ;400 that do not exceed code IE]Not Applicable limits. 402.4,5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate-2.0 cfm leakage at 75 Pa. iE]Not Observable ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 !insulated>=R-8 where duct is ❑Does Not 40) >=3 inches in diameter and >_ ,❑Not Observable R-6 where<3 inches.Supply and !return ducts in other portions of 1. ❑Not Applicable ;the building insulated >= R-6 for { ;diameter>=3 inches and R-4.2 3 ;for< 3 inches in diameter. 403.3.3.5 1S Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. #❑Does Not v. 1 []Not Observable I ❑Not Applicable 403.,4 HVAC piping conveying fluids R- R- ;❑Complies [FR' above 105 QF or chilled fluids ! ;❑Does Not below 55 QF are insulated to>_R- ;❑Not Observable 3. ❑Not Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies [FR24]1 ;piping. ;❑Does Not C� ,❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- ; R- ;❑Complies (FR18]2 aR-3. j UDoes Not v f ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Hirsch Residence Report date: 09/18/17 Data filename: Page 5 of10 C:\Users\Frank\Documents\AA EMERGENCY OFFICE_PROJECTS_8.11.12\Hirsch\Hirschl.rck 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Hirsch Residence Report date: 09/18/17 Data filename: Page 6 of10 C:\Users\Frank\Documents\AA—EMERGENCY OFFICE_PROJECTS_8.11.12\Hirsch\Hirschl.rck i °Section. _, Plans Verified Field Verified # Insulation Inspection. Complies? Comments/Assumptions &Re .ID Value, value 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not J provided. []Not Observable ❑Not Applicable 402.1.1, Tloor insulation R-value. ; R ; R- ;❑Complies ;See the Envelope Assemblies 402,2.6 ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable U ;❑Not Applicable 303.2, !Floor insulation installed per JE]Complies 402.2.7 :manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the ® underside of the subfloor, or floor []Not Observable 4' ; framing cavity insulation is in ❑Not Applicable contact with the top side of ; Isheathing, or continuous jinsulation is installed on the underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing (members. 402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the EJ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass �❑Not Observable [IN3]1 exterior,the exterior insulation ; U requirement applies(FR10). ;❑ Steel E] Steel :❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not I []Not Observable IE]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Hirsch Residence Report date: 09/18/17 Data filename: Page 7 of10 C:\Users\Frank\Documents\AA EMERGENCY OFFICE_PROJECTS_8.11.12\Hirsch\Hirsch1.rck Section Plans Verified Field Verified # final Inspection Provisions Value Value Complies? Comments/Assumptions. &Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ',❑ Wood ;❑Does Not Mable for values. 402.2.2, 402.2.6 ; ❑ Steel ❑ Steel ;❑Not Observable [FI1]l ❑Not Applicable 303.1.1.1, :Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [17I2]1 ;Blown insulation marked every 300 ft'. ❑Not Observable { ❑Not Applicable ; 402.2.3 Vented attics with air permeable r ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that y extends over insulation. ❑Not Observable []Not Applicable 402.2.4 Attic access hatch and door R- ; R- ;❑Complies ; [F13]1 (insulation zR-value of the ;❑Does Not adjacent assembly. ; ; ❑Not Observable , :,F-]Not Applicable 402,4,1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies [FI17]1 ach in Climate Zones 1-2, and ;❑Does Not I<=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 1 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or 1 ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ;❑Not Applicable nests,verification may need to ;occur during Framing Inspection. ; 403.3.2 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [F127]1 determine air leakage with ft2 ft2 :❑Does Not either: Rough-in test:Total 'leakage measured with a ; :❑Not Observable :pressure differential of 0.1.inch ;❑Not Applicable ; w.g. across the system including ; ithe manufacturer's air handler ; enclosure if installed at time of ;test. Postconstruction test:Total ; ;leakage measured with a Ipressure differential of 0.1 inch Iw.g. across the entire system including the manufacturer's air 1 handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [F124]1 !by manufacturer at<=2%of ❑Does Not design air flow. []Not Observable []Not Applicable 403.1.1 Programmable thermostats ;❑Complies ; [Fl9]2 installed for control of primary I ❑Does Not heating and cooling systems and initially set by manufacturer to []Not Observable code specifications. ❑Not Applicable ; 403.1.2 S Heat pump thermostat installed ❑Complies ; [FI`10]2 on heat pumps, ❑Does Not []Not Observable 1 J❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [F[11]2 systems have automatic or ❑Does Not accessible manual controls. []Not Observable ; ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Hirsch Residence Report date: 09/18/17 Data filename: Page 8 of 10 C:\Users\Frank\Documents\AA EMERGENCY 0FFICE_PROJECTS_8.11.12\Hirsch\Hirsch1.rck I Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions- & Req.ID 403.6.1 All mechanical ventilation system ;❑Complies [FI25]2 fans not part of tested and listed r ❑Does Not HVAC equipment meet efficacy and air flow limits. []Not Observable i 1EIN6t Applicable 403.2 Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable ; temperature. [0285.1.1 Heated water circulation systems ❑Complies 2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply [:]Not Observable pipe.Gravity and thermos- ❑Not Applicable ; syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump ; when water is in circulation loop is at set-point temperature and ; no demand for hot water exists. ; 403,5.1.2 Electric heat trace systems ; ❑Complies ; [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically j 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 E❑Complies [F130]2 have recirculation pumps that I❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ;❑Not Applicable water supply pipe have a ; demand recirculation water system. Pumps have controls that manage operation of the ; pump and limit the temperature of the water entering the cold f ; water piping to 1044F, 403.5.4 Drain water heat recovery units ❑Complies [F13112' tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for ; individual units connected to I ,three or more showers. 404.1 :,75%of lamps in permanent `J❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not (fixtures have high efficacy lamps,L.. ; {Does not apply to low-voltage ! i ❑Not Observable ilighting. ❑Not Applicable ; 404.1.1 Fuel gas lighting systems have s❑Complies ; [FI23]3 no continuous pilot light. El Does Not IE]Not Observable I }❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title; Proposed Hirsch Residence Report date: 09/18/17 Data filename: Page 9 of 10 CAUsers\Frank\Documents\AA EMERGENCY 0FFICE_PROJECTS_8.11.12\Hirsch\Hirsch1.rck Section Value Value & R q,lp Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assam ti'ons- P p p 401.3 Compliance certificate posted. i❑Complies [FI7]2 ❑Does Not ONot Observable I ❑Not Applicable 303.3 Manufacturer manuals for #❑Complies [FI18)3 mechanical and water heating ❑Does Not systems have been provided. j ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Hirsch Residence Report date: 09/18/17 Data filename: Page 10 of 10 C:\Users\Frank\Documents\AA EMERGENCY OFFICE_PROJECTS_8.11.12\Hirsch\Hirschl.rck 1 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 38.00 Below-Grade Wall 20.00 Floor 38.00 Ceiling / Roof 76.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.34 0.01 Door 0.34 0.01 CoolingHeating& Heating System: , Cooling System: Water Heater: Name: �� Date: Comore s � �J( 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wail 38.00 Below-Grade Wall 20.00 Floor 38.00 Ceiling /Roof 76.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.34 0.01 Door 0.34 0.01 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments , NERAL NOTES ELECTRICAL LEGEND � ` - 1 GENERAL ,..,. :; :; 3.. SEC.��AII� 111\1 3'-8" `1" 4 — 4—211 U111 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, 11 NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & W.F. I. V.1.F. _----__ B1 __________________39 —� B, ^ x REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. ,,.-�'. - -T "� r ------ - ------------------------- ------------------- W STATE & LOCAL BUILDING CODES AND ORDINANCES. R , , �;• PROV. DBL. 2" X 6"ACQ. SILL PL. . . . IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. �. ?, -I . , -------- ----- ---__ - , WITH TERMITE SHIELD FIBROUS Z 2. BEFORE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR _ F-- - s�' A.F.F. - ------------------------------ -- --------------'-- INSULATION (TYP. ALL AREAS) ` O SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL :�" '1 t:•;':... •I - - I �"z;_ :3 Lz ' J 1 ,,' I I PR V. 2-1 3/4" X 9 1/2" MICROLAM I INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. - - + I LV OVER ALL WINDOWS & OPGS. I I < 1 4 P. CONC. SLAB - PROV. W.W.M. OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. 1 -8" W X T-8" W. X 1 D. P. CONC. , I (FLUSH WITH RIM JOIST) (TYPICAL) IN SLAB OVER TAMPED GRAVEL N ALL SWITCHES AND RECEPTACLES TO BE LUTRON , 'DECORA COLOR T.B.D. FTG. 3' BELOW GRADE, W/8' DIA. I I I 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM - WHITE. P,CO C. "SONOTUBE"TO 1" ABOVE I I I BASE. CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY I 1 z GRAbE. PROV. CONN. PL. TO COL. �: I I _ VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. (TYPICAL ALL 8 EXTERIOR FTGS.) I ;. I __ '}�_ ,-----'� __ �, 2'-0" W. X 2'-0" W. X VD. P. CONC. I DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. - - • I � - --- e- ____ JB I I FTG. BOLT 4" DIA. STRUCT. STL. o 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN 6,-O„ - - 1 I I D COL. TO FOOTING/GIRDER ABOVE. O N ON THE DRAWINGS UNLESS OTHERWISE NOTED. I I y I COL. HEIGHT T.B.D. (TYP. 2 FTGS.) V.I.F. - - �P 1 0 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING DUPLEX ELECTRICAL RECEPTACLE .. - . _ I I 00 AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, N I- - 'MICRO I _ PROV.BM. POCKET IN FDN. WALL: z ry P.L. I I I 1 (MICRO 5 3/4" W. X V-3" H. x 4" D. - (V.I.F.) Q BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO DUPLEX SEPARATE CIRCUIT RECEPTACLE - I „ r.:-.T M I D•_,T}• r. ..-.�� r-.T:� I r" _, 1 p.L. , a C �sC ?� I I PROV. SLATE SHIMS UNDER BEAM. cn TO ALL APPLICABLE CODES. C:''.:';;.•:9 G i,''.;;: •1 G:;'.:;:..;1 G•;' .:;:••:1 _ G, .;'.;..: _ _ I I Q+ Go �GFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT .. t = ,'-, :%I. iI_ 3••;�'.;I ; _ � GE' ;: I= y„_'I I .�• (TYPICAL 3 LOCATIONS.) „ 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS V.I_F. I I - - - - r- - ,- - ^` - _ _ = II 1' I cz K I"':`..>.'• °I I:';'...:: .. I `•..i: I I':`•: ; . ''1 I'::..i;• I c� RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL $FL. DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE 1 8�-2�� PROV. 5 8" DIA. X 10" L. STL. BOLTS INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER $ WALL SWITCH ® NEW DOORBELL I I - . - . - - . - - . I , THRU SILL PL. OF LIGHT FRAME \ h � THIS CONTRACT UNLESS OTHERWISE NOTED. DB ,.; z = I = - - I- • - - I B1 CONST. EMBEDDED INTO CONC_ \ U 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES $s 3-WAY WALL SWITCH 4-WAY WALL SWITCH PROV. 6" RAISED P. CONC. I��:.. 1 I NE F.H. BASEMENT HEIGHT TO I i @ NO MORE THAN 3-O O.C. & 1 0 SILL @ EXTERIOR DOOR. �' - " 3 1 I MAT HEX.). PR 4" CONCRETE I I AWAY FROM ALL CORNERS. (TYP. �� o CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED Ds RECESSED DOOR ACTIVATED SWITCH I OVER TAMPED FILL. (TYP.) ( i i ALL NEW FOUNDATION AREAS) � \ U as N BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. - - - J - RECESSED DOWNLiGHT (100W) " LIGHTOLIER" OR APP, EQ. I = I I 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL 6'_0" I - - _ _ _ _ I I " CONC. FOUNDATION WALL 8 P C CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY '� EXTERIOR RECESSED DOWNLIGHT (10OW) " LIGHTOLIER" OR APP. EQ. 3�-5�� I I JB— ___ �' - - - _14JB - . - . , I WITH 2'-O" W. X ,'-O" D. P. CONC. E �' - - FOOTING (CONT.) W/W.W.M. IN \�\ 1'-8" W. X -8"W. X 1' D. P. CONC. V.I.F. I } WALL AND FOOTING. 9' WALL OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. I IT 1 ( ) CEILING MOUNTED JUNCTION BOX FTG. @ 33ELOW GRADE, W/8' DIA. III I \\�\ 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL B P.CONC. "$ONOTUBE" TO 1" ABOVE I \ I I 36 BELOW FIN. GRADE (TYPICAL) \�� \�\\-m\ RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. WALL MOUNTED JUNCTION BOX GRADE. P OV. CONN. PL. TO COL. T-� I I I I I PROV. 3 #5 TIE RODS INTO EXIST. :\\\\ PARTITIONSB TYPICAL LL 8 EXTERIOR FTGS.) ;c' ';.•;• I I -- I I I FOUNDATION WALL, (ALIGN) �\� \\\ JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG S. FOR SIZES. ( r� \\\ �\ WALL MOUNTED DUAL SPOTLIGHT ;.3'_4 1' \ 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR EQ. I•; . I \\ L-L. \ �\ \. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT r ____ __ rl __ -------------- 11. -� � - -� I L1 \ L '"-'.] �\ I \ \\\\ \ I lit � 151-211 \ \ \ NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST I I t " I I \ — EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT PROV. NEW HAUNCH SLAB I n I I "C" EF. I I PROV. WATCHDOG WATER PROOF. III I III I DWG.AO NEW F.H. BASE NT ( HEIG�IT TO \ ALONG PERIMETER OF FOUND. OR APP. EQUAL. CONT. AT GARAGE DR. OPG. I I I NOTE QT NEW TELEPHONE RECEPTACLE MATCH EX.). R Vii' CO RETE I .� WALL BELOW FIN. GRADE. INCL. I I jl I I III I SLAB OVER AM q ILL,111M/�6" i , PARGED JOINT BETWEEN FOUND. d NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) PROV. 2 - 1 3/4" X 11 7/8 ACQ. III I I I STEP DN. & 9LOFP T GARAC;E DR. I , 1 1011 WALL AND FOOTING c HEADER ABOVE WITH NEW I III I III ��I - - - - - - - - - - I - I-J .I - . I I I d NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) DECK ABOVE TO ALIGN W/ I I III 1 2'-5�� $-3 I I - . - . - . - . - . - . I. -I I - ... PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION ST I I III I I I I I -I JB I I B1 CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE EXISTING. c" . ® SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL I I III V.I.F. . , III I u I I I I III � I DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY SD CONTROL BOX. I I III T I i i i I up i 2' WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) REMOVE EX. GARAGE SLAB I I III I III i GARAGE I I FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. FOOTINGS & DECK ABOVE. I II I III (PR P ED) I i I I I ALIGN NEW FOUNDATION W/ EX. LIJ I I II I III I I I I I I III 1 ,'•. FDN. PROV, 3 - #A5 REBAR ALONG III I I I I CONNECTION. (TYP. ALL AREAS) Y �III �_ _5-- � IL PLUMBING LEGEND ----------------------L --- ------- --------- ,CONSTRUCTIONO N LEGEND _ I I:. --------- --- --- ---------------- I RD F ® PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS Lz;� :] 1 I 1 ._-•• . III I L-------------- -------------------- FIRST FLOOR P INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY II�� -I W ® NEW EXTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/ 1/2" CDX N.Y.S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE ALIGN NIEW F©UNDA W EX. j I I WELL I z FDN. PROV. 3 - #5 REBAR ALONG I I III (EXISTING) I (COMPRESSOR PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES FOR �--__--_---_---------------------� � ZONE EXTERIOR TRIM: REFER TO SCHEDULE BELOW. WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES. CONNE TION(( (TYP. ALL AREAS) PROVIDE 6" +/- EXPOSURE - CEDAR SHAKES AT NEW LOCATIONS TO ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING , I III , I I I REF. "D' Z MATCH EXISTING. STAIN TO MATCH EXISTING. FLASH AS REQUIRED. INSULATION (TYP. ALL AREAS) I I I I I I I I IDOMPRCSSOR DWO.A-0 0 ZONE, ® NEW INTERIOR PARTITION - 2" X 4" WOOD STUD WALL W/ 1/2" CDX ® PROVIDE FROST FREE HOSE BIBS. I I I I I I ss"A.F.F. INTERIOR SIDE - 1 LAYER 1/2" GYP. BD. SCREWED/TAPED BOTH SIDES. HB I I RowF'A.A III I I I Q r n INTERIOR TRIM: REFER TO SCHEDULE BELOW. ®S SHOWER HEAD (FROST FREE SHOWER BODY) OUT-DOOR I I I I V J SHOWER I I I I ENLARGED I __ I III ,,--- I { I I W W PROVIDE MOISTURE RESISTANT GYP. BD, (GREEN BD.) FOR ALL ® GAS LINE FOR: BBQ, DRYER & OVEN: GAS TANK LOCATION AS NOTED I I I "B TJB I TJB I I J = W BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BD. FOR ALL G ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR 1 I I III I I I I I AREA RECEIVING TILE, INCLUDING FLOORS. DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. I II REF. "B" I I I I I 1 I I I Q ( - DWG.A-0 I I 1 , 1 I I INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N., ONE COAT PRIME ALL SUPPLY&WASTE LINES ARE TO BE INSULATED WITH SOUND 1 I I! I III ! j , I! uj O &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. ATTENUATING INSULATION. (TYP. ALL) I I I I I I ? I I I W I I I I ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE ADDITIVE. OWNER iO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., & SHOWER CONTROLS. © I I +� I / 1 j 11 I I TREF. "A" � EXISTING WOOD FLOOR TO REMAIN. PROTECT AS REQUIRED. FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES I II I 1 ! I , , , 1 , O AO n OF FIXTURES SELECTED. \ I III I III I '' I I ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. I l 1 I I I Ir NEW PRE-FINISHED WOOD FLOOR (TYPE & COLOR TO MATCH EXIST.) UNLESS OTHERWISE SPECIFIED BY OWNER I I I I 11 I III \\ I I 11 I I n I II I I \ III I I I I I �./ II 3 R �! III !I I I c/) 0 WINDOW SCHEDULE I II I I ' III I �- �JB ® JB , IJB I I rr INTERIOR/EXTERIOR TRIM : ALL WINDOWS TO BE ANDERSEN 400 SERIES, U.O.N.. ARGON FILLED, DIRT I I I I I 1-) — SHEDDING GLASS, SIMULATED DIVIDED LIGHTS/WHITE PREPAINT. INT. JAMBS, RDWGA-o0 j I \ I III WITH 2 - I"X 10" GIRDER. I UP INTERIOR WIndsorONE CLASSIC COLONIAL I II ! L WITH /2" SUPPORTED ON I I I t&TRUE SCENE SCREENS II i i II P I 2 - 3 1/2" PIA. STRUCT. COL. 1'5 R. BASE MOLDING : WOBM001 ROUGH ROUGHI I I I ANDERSEN REFER. NO. OPENING OPENING QUANT( MISC. NOTES I I I III I i I VERIFY W/OWNER PRIOR TO ORDER. owG A-0 I I WINDOW SILL: .(PICTURE FRAME) I WINDOW & DOOR CASING: WOBB001 , WOCS001 WIDTH HEIGHT I I I III t I L ________ _________________J I CROWN MOLDING. WCCM001 - VERIFY WITH OWNER VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE. Ex EXISTING TO REMAIN. CHECK HARDWARE IS FUNCTIONING. ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS O I II I I `� I III 1\� j T--------------- ® AN281 2'-8" 1'-9' 5 BASEMENT AWNING EX OTHERWISE NOTED. (VJ.F.) (VJ.F.) EXTERIOR "VERSATEX" TRIMBOARD I i i I III I I I , I I ! ( III ! I I WINDOW & DOOR TIM: PICTURE FRAME - 5/4 X 4 VERSATEX CORNER BOARD TRIM: 5/4" X 6" "VERSATEX". Z W FREEZE BOARD: 5/4" X 8" "VERSATEX". j I I III I I I Q> FASCIA TRIM: 5/4" X 8" V.I.F. "VERSATEX". I I I I I I 1 >C- C7 5cr SOFFIT MATERIAL: 112" X 5 1/2"AZEK BEADBOARD I I A"JB III JB I I -17 me z H I- m ALL EXTERIOR TRIM TO BE PLUGaED, PAINTED WHITE, VERIFY MATERIAL DOOR SCHEDULE I j I REF. "A" I-) I 1 I 0_ W W 0 TYPE WITH OWNER PRIOR TO PURCHASE. LL DwG A.o UP I-- EX Dwo A-o t D J J DOOR # WIDTH: HEIGHT: DOOR MAT'L. OPERATION: LOCATION: I I I 1 I I EX is� Gi�E 0 uj U 3 U Lu D Z i III I 1 OW OW OW cW BASEMENT: I ( III I I . co p W p W p W AC/HEATING NOTES 1 1Jorr =� . Wcr Lu 0: WM �a. ® EXISTING TO REMAIN. I �I I I III I I °` w. ",�'�o U)0 U)0 �0 W W EXISTING TO REMAIN AND BE RE-FINISHED. ( I I I I I O W LO W N W Ir 0 PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, 1 PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: B1 EXT. 2'-8" 6'-8" FIBERGLAS RIGHT BASEMENT I I I ! I I OW • r ONE "RHEEM OR APP. EQ." OIL FIRED BOILER. "JELD-WEN EXTERIOR FIBERGLAS INSULATED FLUSH DOOR OR APP. EQ. I I I I III i i � c6 � m (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. I - PROV. 8" DIA, "ZERO CLEARANCE" FLUE I R°F,A'A" III I I ✓ N ONE VAUGHN 70 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE I I I I I � H NOTED. L-------------------I----- -- -------------------------J , �`fii+: �'Fu%i h/, 11 � Q ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE I I I W 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. E--------- --- ----- ----- --_ Jc. 0 0 -------------- ----------- EX EX t=•r rm ; �,^� (� U Z TWO RUDD (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS REFERENCE NOTES : I n n ! �"�"� = Z Q 0 OTHERWISE NOTED. PROV. ELECTRONIC DAMPING FOR ADD L. ZONE I SEC."All ✓ OZ TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS / 1 ^ i 1 r, t.: . OTHERWISE NOTED. REF. °A" PROVIDE V-4 1/4" W. X 8 1/4" H. INFLOW/OUTFLOW "SMARTVENT" ! I II W J Z 0� CEILING/ FLOOR OUTLETS AS PER ENGINEERING FLOOD VENT- (TYPICAL ALL AREAS) - 8 REQUIRED. VENT BOTTOM ( I r �! � �. _j m 0('� 11J a SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. INSTALLED T MAX. ABOVE FIN. CONCRETE SLAB & NOT MORE I II I � 13 '9 � I �Z' 0_ 0W_ OZ DO NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. THAN V ABOVE OUTSIDE FINISHED GRADE. (TYPICAL ALL AREAS) I II ��`� "�+ Q> Q> Q� co U- ® EXISTING FLOOR REGISTERS TO REMAIN, REF.°B° ENLARGE EXIST. SHOWER W/SHOWER SEAT. PROV. ALT. PRICE W/ I I '�•�, W ir W Ir W Il 06 Z CONSTRUCTION IN "VERSATEX" ALL EXPOSED SURFACES. PROV. co'! �'".•- D D fr D W I� PROPOSED NEW FLOOR REGISTERS TO BE INSTALLED. (V.I.F.) NEW DRAIN AND FROST FREE OUTDOOR SHOWER ASSEMBLY. 0 0 0 N. CLL 0 L 0 L irU R REPLACE EXISTING GARAGE DOOR WITH NEW VINYL COATED UNIT. I El FIRST FLOOR/BASEMENT PLAN 1/2 HP MOTOR AND TWO REMOTE CLOSERS. (8' W. DOOR) Lu r (0 r O R 1 PROVIDE TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER A/C . - . - r r �i �i COMPRESSORS ON RAISED BASE (U.O.N.) W/ALL CONTROLS, III I I I _L � w IIS- . - _ _ PROVIDE TWO RUDD (SIZE TONAGE AS REQUIRED) 13 SEER AIR INSULATION NOTES HANDLERS (U.O.N.) W/ALL CONTROLS. PROV. NECESSARY HIGH/ - - 1 I SCALE: LOW RETURNS, SUPPLIES, ETC. - -) II "- ' " INSULTION NOTES FOR ALL NEW CONSTRUCTION. (DRAWINGS: A-1 &A-2) III III I NOTE: /8 - PROV. ADDITIONAL 3/4" FOIL FACED FOAM BOARD () II C INDICATES BEARING POINT LOAD OFFICE SET DWG. NAME: UNDER ALL NEW EXTERIOR SIDING CONSTRUCTION. II II I I THIS LOAD MUST BE TRANSFERED p W/ADEQUATE VERTICAL BRACING. 8.8. 1 7 NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-21 FOIL FA. HIGH DENSITY III I q FOUNDATION/ INSULATION BY 'CERTAINTEED' CR APPROVED EQUAL. FIRST FLOOR NOTE: PLAN NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY"CERTAINTEED" OR - - - — - - - - - - - - - - - - - -J CONTRACTOR TO NOTIFY THE ARCHITECT THESE DRAWINGS ARE INSTRUMENTS C SERVICE APPROVED EQUAL. UP _ &ARE THE PROPERTY OF THE ARCHITECT.NO 1a R OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIFICATIONS CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES CONDITIONS, CLIENT, AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART INTERIOR WALLS: R-21 SOUND BATT INSULATION (NEW CONSTRUCTION) CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-0 GENERAL NOTES ELECTRICAL LEGEND - -_--- SEC.IIAIII � W � 5 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & I c c B B W STATE & LOCAL BUILDING CODES AND ORDINANCES. REGULATIONS OF THE N.Y,B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U, IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. / " ' /' ' / Z 2. BEFORE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR T-71 SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL nk IOINSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. I OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. O I r ® / • � I sD sD ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM - WHITE. I CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANYI rwm Z I I 21 s'C.H. C O VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. I / \ BEDROOM U DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. I 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN I 10'-0" X 13'-9" ° ON THE DRAWINGS UNLESS OTHERWISE NOTED. eJB/F I\ 1 I (PROPOSED) C7 3 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING t\ I ®\ AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, DUPLEX ELECTRICAL RECEPTACLE _ z BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO _ _ s'C�Hi,�- JB/F I / JB/F Z Z °�` TO ALL APPLICABLE CODES. $sc DUPLEX SEPARATE CIRCUIT RECEPTACLE 1 I I C \ Q cv l)GFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT BEDR0011,/I I I I U I I 1 � p•+ �O 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS -- —�— --10'x" X-'I3- 18 RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL I)FL. DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE SD \ I I u INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER 1 (PROPOSED)I\ t 1 F THIS CONTRACT UNLESS OTHERWISE NOTED. $ WALL SWITCH ®DB NEW DOORBELL m FWM $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH I \ BEDROOM I I 8'C.H, � 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES 1G-o"x,3'-9" I , ' o CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED $Ds RECESSED DOOR ACTIVATED SWITCH (PROPOSED) I / I 00� BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. I -- ---- --- / I I / ` N RECESSED DOWNLIGHT (100W) " LIGHTOLIER" OR APP. EQ. -___--- � II / O 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY EXTERIOR RECESSED DOWNLIGHT (100W) " LIGHTOLIER" OR APP. EQ. 17 _�� 23 E OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. I O I 20 �; O CEILING MOUNTED JUNCTION BOX / BED�OOM 9. BLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL p`IB / \\\ II PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. WALL MOUNTED JUNCTION BOX OSED) I 8'C.H. --------------- (PRO JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. JB \\ WALL MOUNTED DUAL SPOTLIGHT \ ( \lNoRm4ii \\\\ \ \ \\ 10. ALL FRAMING LUMBER T DOUGLAS FIR #2 CONST. GRADE OR EQ. 24 � \JB \�\ 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT - / % \\\\ \\ \ F B/F \\ I WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. --------- \ \ C \ IN MOUNTEDJUNCTION B X F R RECESSED EXHAUST I \\\ `\�\ NEW CEILING OU O O EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT \ �� \��\ j\\ \ I OR APP. EQUAL. NOTE dT NEW TELEPHONE RECEPTACLE I = 'DSD aC NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) :;] - �T d NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) I , BATH PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION ST /, ' %' %/ r/ ' /:% r;/r" "% CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE SSD SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL j i ) P DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY A 5'-O" X SE WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) CONTROL BOX. I ; � (PROPOSED) FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. ' SSD I / ® 1 P I Lli III sD o PLUMBING LEGEND 1L CONSTRUCTION LEGEND - �- - - - — — — ° ® PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS I III I III I , I W FIRST FLOOR P II JB/F O INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY I' I 1 1 I LLJ ® NEW EXTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/ 1/2" CDX N.Y.S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE I I I I z PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES FOR II 141-Y I I I I I 14 EXTERIOR TRIM: REFER TO SCHEDULE BELOW. WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES. P I I I I I = PROVIDE 6" +/- EXPOSURE - CEDAR SHAKES AT NEW LOCATIONS TO I I I 1 I z Q MATCH EXISTING. STAIN TO MATCH EXISTING. FLASH AS REQUIRED. ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING I I INSULATION (TYP. ALL AREAS) ; O I I I O ® NEW INTERIOR PARTITION - 2 X 4 WOOD STUD WALL W/ 1/2 CDX ® PROVIDE FROST FREE HOSE BIBS. II i C. CLOSET EX Q / 6E X 10'-7"G) INTERIOR SIDE - 1 LAYER 1/2" GYP. BD. SCREWED/TAPED BOTH SIDES. HB I 1� / � (EXISTING) I INTERIOR TRIM: REFER TO SCHEDULE BELOW. OS SHOWER HEAD (FROST FREE SHOWER BODY) it \11 \��_,\ III I ��/ I 5'- 1 ''I owc A-, O W PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL ® LINE FOR: BBQ, DRYER & OVEN: GAS TANK LOCATION AS NOTED / \�II ��'� I --------------- GASI J = BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BD. FOR ALL G ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR II I / I D. W AREA RECEIVING TILE, INCLUDING FLOORS. DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. ' 777 / I 11 12 i it ,// / / 3 O INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N., ONE COAT PRIME ALL SUPPLY&WASTE LINES ARE TO BE INSULATED WITH SOUND I I GFI - O I I 1 4 10I W �- Ilii &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. ATTENUATING INSULATION. (TYP. ALL) , i I \ J'�� {� D ORS &INTER. ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE II ;/ I o \ / T -� I TRIM. (T YP.) Ex ADDITIVE. OWNERTO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: O SINKS,TOILETS, TUBS, FAUCETS, TUB FIXT, & SHOWER CONTROLS. U I \ 11 � I O. WD. EXISTING WOOD FLOOR TO REMAIN. PROTECT AS REQUIRED. FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES I P _ _ _ _ _ _ _ - OI/ T I EF A EX. OF FIXTURES SELECTED. I I � REF. " NEW PRE-FINISHED WOOD FLOOR (TYPE & COLOR TO MATCH EXIST.) ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. 7- ° I - UNLESS OTHERWISE SPECIFIED BY OWNER II (P o os-o) CL /F P I \\ \\ I I U (J r iJB I i01 H 1 D �� _JB/F V J Q III I I I 5' 1" 1 WINDOW SCHEDULE c°�s ' I P (PROPOSED)) i l BEDROOM I 14'-3"X 15'-1 O" rr INTERIOR/EXTERIOR TRIM : ALL WINDOWS TO BE ANDERSEN 400 SERIES, U.O.N.. ARGON FILLED, DIRT I I o (EXISTING) I _ p SHEDDING GLASS, SIMULATED DIVIDED LIGHTS/WHITE PREPAINT. INT. JAMBS, INTERIOR WindsorONE CLASSIC COLONIAL t&TRUE SCENE SCREENS ( 1D R. BASE MOLDING : WOBM001 EO R AWINDOW SILL: .(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER. ROUGH ROUGH ,3 ONO o 'Ae, ANDERSEN REFER. NO. OPENING OPENING QUANTITY MISC. NOTES WINDOW & DOOR CASING: WOBB001 WOCS001 � - 3�1 111j 3 - © \ �-,,,.� .-.._ ' ►' , WIDTH HEIGHT CROWN MOLDING: WOCM001 -VERIFY WITH OWNER I / I I\ MOVE D.W. ® VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE. AWAY FROM \ ; ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS EXISTING TO REMAIN. CHECK HARDWARE/REPLACE IF NECESSARY. ( �' I -_�� 1 �\\ STOVE TOP OTHERWISE NOTED. O CX135 2'-8" 3'- 53/8" 2 CASEMENT ,_ ____—___ �o \ Ex t (V.I.F.) (V.I.F.) EXTERIOR "VERSATEX"TRIMBOARD © CX 24 U-3 1/4" 4'- 0 1/2" 5 EGRESS CASEMENT I \�\ OO o EX J FN � (V.I.F.) (V.I.F.) REw_._"A C WINDOW & DOOR TIM: PICTURE FRAME - 5/4" X 4" "VERSATEX" © CX 14 2'-8" 4'- 0 1/2" 6 EGRESS CASEMENT I \ I I I �' L_jo Z W CORNER BOARD TRIM: 5/4" X 6""VERSATEX". (V I.F.) (V.I.F.) \ i owo.A-1 I Q O " " " FREEZE BOARD: 5/4 X 8 "VERSATEX . FASCIA TRIM: 5/4" X 8" V.I.F. "VERSATEX". \ / / SOFFIT MATERIAL: 1/2" X 5 1/2" AZEK BEADBOARD GREAT RM. \ ', / I z J ,5'_4' X16'_6" � I , I\ _ JB____—__ Jg KITCHEN REFERENCE NOTES : Z � m� ALL EXTERIOR TRIM TO BE PLUGGED, PAINTED WHITE, VERIFY MATERIAL (Exl TING) 1I �3 - - (EXISTING) W OQ TYPE WITH OWNER PRIOR TO PURCHASE. ( I I e\-- - I EF. "A" REMOVE EX. GRANITE COUNTERTOP & REALIGN W/ ADJ. COUNTER JU. B,'F i TOP. MOVE DISHWASHER AND CABINET AS SHOWN. PROV. ALLOW. F" FOR NEW COUNTER TOP, CABINET DOORS/FACES �& FRONT PANEL. 0 W Uj W j I I co 2 PROVIDE SOLID METAL VENT TO OUTSIDE FOR RELOCATED DRYER �(j i-- W Lo AC/HEATING NOTESEXT. I DINING &WASHER TO THIS LOCATION. WCC WCC 0Q / I o"x11'_2" DCC DCC j� U // I II ((EXISTING) REF."a REMOVE EX. CARPET, 2 SLIDERS, PARTITION & PROV. NEW STL. 1/2" co o U)0 W W ��/ / I _ JB/F Ex FLITCH PLATE CONT. BEAM ACROSS WALL TO WALL. INSTALL NEW U—)LLLW m0 PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, I i I I I SUB-FLOOR TO RAISE EX. ROOM TO LEVEL W/ EX. L.R. INSTALL WD. p 00 co PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: DOOR SCHEDULE / / I I FLR. TO MATCH ADJACENT L.R. W N ONE "RHEEM OR APP. EQ." OIL FIRED BOILER. I I _ I PROV. NEW DECKING THESE AREAS (TREX) TO MATCH EX. DECK. 0 06 r r SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. I / �' 1 I - O O ( ) DOOR NUMBER: # WIDTH: HEIGHT: DOOR MAT L. OPERATION: II / �� PROV. 8" DIA. "ZERO CLEARANCE" FLUE I / / _ I / I__3 PROV. PRICE FOR NEW EXTERIOR STAIR, 5'-0" DIA. BY "IRON SHOP" ONE VAUGHN 70 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE FIRST FLOOR: I I FIER IIC' _----3 I POWDER COATED STEEL TO BE INSTALLED AT FUTURE DATEDWG A-1 . � U W NOTED. N I REMOVE EX. STAIR TO ROOF DECK; FRAMING, DECKING, RAILINGS W Q> ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE ® EXISTING TO REMAIN. 1 ---- --------- -- --------- -- -------- & PROV. MICROLLAM BASE FOR NEW CIRCULAR STAIR. W 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. LIVING RM. J WORK TO COMMENCE AT A FUTURE DATE TO BE DETERMINED. p Z — — — — — TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS CHECK EXISTING HARDWARE/FINISH & PROVIDE ALLOWANCE TO REPLACE. 0 00 OTHERWISE NOTED. PROV. ELECTRONIC DAMPING FOR ADDL. ZONE 1 EXT. 14'-8"x 21'-3" �' Z I- U Z TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS GENTRY DOOR 1 3'-2" +/- 6'-8" CLAD GLASS LEFT _O EXISTING W W OU OTHERWISE NOTED. 'I \\ f-T ANDERSEN AEHID 3068 W/ POL. CHROME HDWRE. OR APP. EQ. III 1 J D J - CEILING/ FLOOR OUTLETS AS PER ENGINEERING III I I S E U� m� U� Lj� SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. OOO 12 16 18 20 7 2'-6" 6'-8" MASONITE LEFT _ / 0 W_ 0_W 0 W D 0 NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. I _-- F > F-> �> OW "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. _ -- ----- _ ,-- p W p W p W Fa EXISTING FLOOR REGISTERS TO REMAIN. ---- I T BE INSTALLED. I.F. O3 EXTERIOR 1 6'-0" 6'-8" CLAD GLASS LEFT/FIXED I �\ I �0 co0 D r W J ® PROPOSED NEW FLOOR REGISTERS O S (V.I.F.) \ Rl " 0 N. ANDERSEN FWG6068R W POL. CHROME HDWRE. OR APP. EQ. \ ) G A-' Lo LL Lo u- T IL CCco U / I I I � 4R SECOND FLOOR PLAN p r 10 22 2 2'-6" 6'-8" MASONITE RIGHT ��JB/F Ex W O (0 r Cp r r "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. Illi r d N INSULATION NOTES S rI co O 1 2'-4" 6'-8" MASONITE LEFT SCALE: "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. OFFICE SET /811=1'OI' INSULTION NOTES FOR ALL NEW CONSTRUCTION. - __, -______,-- NOTE: PROV. ADDITIONAL 3/4" FOIL FACED FOAM BOARD O4 11 15 3 2'-4" 6'-8" MASONITE RIGHT ®INDICATES BEARING POINT LOAD DWG. NAME: UNDER ALL NEW EXTERIOR SIDING CONSTRUCTION. RAISE FL.TO THIS LOAD MUST BE TRANSFERED 7 "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. UP MATCH L.R. W/ADEQUATE VERTICAL BRACING. H.8. 1 / NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-21 FOIL FA. HIGH DENSITY OOOOOOOO FLOOR. SECOND FLOOR INSULATION BY'CERTAINTEED' OR APPROVED EQUAL. 8 Sa 17 19 21 21 23 24 8 2'-0" 6'-8" MASONITE BI-PASS(PAIR) PLAN NOTE: "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY"CERTAINTEED" OR CONTRACTOR TO NOTIFY THE ARCHITECT &ARE THE PROPERTY OF THE ARCHITECT. NO APPROVED EQUAL. 13 14 PAIR 2 2'-0" V.1.1=16-8" MASONITE LEFT/RIGHT — — — — -- — — — — -- — — — -- — OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIFICATIONS CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES - Ex Ex CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART INTERIOR WALLS: R-21 SOUND BATT INSULATION (NEW CONSTRUCTION) "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-2 h+l rT1 U gW � z DWG A-4 R{ V DN. R• i/40 U W LIVING RM. O EXIS 21G31' z -O EXT. UJ O ILE \�\ — — — — — — — — — \ U o -------- ___ AREA OF NEW CONSTRUCTION O z 00 ------------- --- PROV. SIM. "TREX" DECKING TO ,l 58 S.F. c" 1 MATCH EXIST'G. MAIN DECK AREA. U - DWG A-1 / PROV. 5/4" X 10" V.I.F. "VERSATEX" TOP OF RIDGE V.I.F. w D FASCIA, COLUMN, & FRIEZE TRIM. _ ( )� 4R � JB/F FILL ALL NAIL HOLES AND APPLY 2%10 T_�-� Ex COATS "BENJAMIN-MOORE" PAINT \ PROV. WINDOW STOOLS (TYP. ALL) \ U N ---- \ 0 oc W I N U 914 �c TOP OF ATTIC FL. RAISE FL.TO /'; i;., —�� \c\ MATCH L.R. 777 ---- , %, ' ,,' %'/;;' / ",i' %r -I \ \�\ /r is/; -,, . ; � lj%/, r'/i 1 �\\\\\\ \ 1 FLOOR. P - <i %' /:/%/..,./.< � �,//;;% i%/- \MIMI �\ �\ TOP OF UPPER WINDOW NR�\iviimffi\A \\ PROV. COMPOSITE RAILING/POST SYSTEM TO MA BCH EX. DECKING. / ;% /,;;,% /,i �gggmggp\q .,/TYP. THIS SECTION DECK AREA /�/ X ."j; ./. ,.,;',, x ..i ii 21 ,i x s<i' p \ \ \, \, \0 6 Oil \ \�� ART. SECOND FL. PLANHN/ I I ( TOP OF SECOND FLOOR 23'-O" I 120'VIF.m 2ND�r REF. "A" j TOP OF LOWER WINDO� V DWO A4 F %/ — — / %/ � .rr I 61-811 I W Lu z lmmq . . . . . . . . . . . . . . . . . . 3.0'V I.F m 2,_�„ TOP OF FIRST FLOOR I ..' GRADE-1 l � y s—�".FL.� z 0 3'-1 - 13'-&' - I 3'_10"_-.-a NORTH ELEVATION < PART . NORTH SECT. ELEV. "a" _j _ � � W Q 00 rr W F- 0 CL I AREA OF NEW CONSTRUCTION a. 1 ,158 S.F. PROV. CONT. "COBRA" RIDGE VENT. Uo (TYP. ALL NEW RIDGE AND HIPS). rn PROV. SIM. "TREX" DECKING TO v / O TOP OF NE RIDGE (V.I.F.) MATCH EXIST'G. MAIN DECK AREA. — • — • — — • — • — • — — — • — • — — • — - — — — — — — — PROV. 54" X10" V.I.F. "VERSATEX" FASCIA, COLUMN, & FRIEZE TRIM. FILL ALL NAIL HOLES AND APPLY 2 (n COATS "BENJAMIN-MOORE" PAINT PROV, WINDOW STOOLS (TYP. ALL) TOP OF ATTIC FL. O NEW EXTERIOR •-•�— 'i '- Zi >i/ '.,�;:;' •, - ., :. ,.,,,..'%i%�' PROV. PRICE FOR E STAIR, 5'-0" DIA. BY"IRON SHOP" POWDER COATED, STEEL. STAIR TOP O UPPER WINDOW WILL BE INSTALLED IN FUTURE. / TC EX. VERTICAL T&G SIDING r/„/i . ,,�� '+. ?', x= �-�''� / /,..,, � ,/,/ �/"•r;; TO MATCH EXISTING. �:;�- t3.iast-. �..,<,}x:.., ;£3.7as.F. rs, �,�,� s.�". �„r./,/, /, i� �"i'" �'i.r.,/ C S G. / r / (TYPICAL ALL NEW DOOR A �12 00 REAS /n Si %. W B/ B OV. MP CO OSITE RAILIN P G OST Q� /, �-1-1011 SYSTEM TO MATCH EX. DECKING, V.I.F. ;is „ /,'' %' ,J W ,.,. // �; ;. P. THIS SECTION DECK AREA) > Z m p W 0 L - 1- 30'_011 TOP OF SECO D FLOOR U W Z 12.0'V.I.F.muj 2ND, FL. ---------------------------- ----------- ------------------- ------ — p c� ------___—_ a — _------------------------- O� �G TOP OF LOWER NDOW --- ----------------------------- �� jnQ — . — . — . — . — — - — �Q WW I �: /v, ,// :✓, I ,:mac. (n co 00 I /1 a I % ;' Y Chi c6 61-811 /"/ � �? ti c I •i "I I U W d ., Q W • ' 0 C� tr W s NIT TOP OF FIRST FL OR GRADE 1 SZ. FL 4" i I I ��y �� Z I tP w z OU .. GRAGE I I i. G 1/2-T i II .G RAGE T.B.D. i I i �. i �'9,��,©2121��1�� U �c� W m I I I I I I I RELOC TE EXIST. COL. LOCATION of N 0 0 Z Do O it I rU-I- rJ_L I J-1- T.B.D. I FIELD. EAST ELEVATION �� _-) NL- r__ r�_II r�_L� Li---J ---J ---� BW OC DWd �Z ui O� TEND EX. OUTDOOR SHOWER D(r D C W D A L__1 J L--- I I I T NCLUDESEAT. REFACE W/ �p U)p Li_j Qp i 1 I "VE TEX"ALL EXPCSED AREAS. LO LL 0 LL �U LD LL REFERENCE NOTES . NOTE: NOTIFY NEW EXTERIOR STAIR , LINE OF NEW UPPER DECK OF ANCONTRACTORAND REVISIONS SDUET FIELD Lu cp cp 1 1 OF ANY AND ALL REVISIONS DUE TO FIELD W T (p r EXIST. DECK TO BE MODIFIED CONDITIONS, CLIENT, AND OR GENERAL D �i In r K TO MATCH EXIST. SIZE A;; TO EXTEND 4' OFF NEW ADD. �,', REF. °A° INSTALL 2 - 1 3/4” X 11 7/8" GPLAMS. WITH END SUPPORTS TO FDN. CONTRACTOR WHICH DIFFER FROM THE 0 N T_ r w T.B.D. IN FIELD. PROV. E.P.D.M. UNDER DECK AS SHOWN ON 2ND. FL. PLAN. COVER WITH 1/2" GYP. BD. ALL SIDES WITH 8" BEAM EXPOSURE. CONSTRUCT. DRAWINGS/SPECIFICATIONS. of 00 PROV. CONT. 2 1/2" CROWN MOLDING AT CEILING. SCALE: FOR THIS NEW AREA. INSTALL 2 - 10 " SQUARE FIBERGLAS COL. WITH TRIM KIT. BEARING NOTE: G.C. SHALL VERIFY THAT 1/411 110„ ON FOUNDATION WALL BELOW. THE HEIGHT OF THE STRUCTURE OFFICE SET SHALL NOT EXCEED 35'-0" AT p Q -7 DWG. NAME: INSTALL LOW GYP. BD. WALL WITH STAINED OAK CAP. MIDPOINT OF TOP PITCHED ROOF. 8.H . 1 NOTIFY ARCH. OF ANY CHANGES. PROPOSED NORTH/EAST ELEVATIONS THESE DRAWINGS ARE INSTRUMENTS OF SERVICE &ARE THE PROPERTY OF THE ARCHITECT, NO REVISIONS,CHANGES&OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: BY THE ARCHITECT,ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-4 v1 � � W U W � 5 W z o P_ N , z � ° ~ U o Oct > N AREA OF NEW CONSTRUCTION oc z ~ 1 ,158 S.F. N z a 0 TOP OF RIDGE (V.. . . U � w WV M N yC' r-I 06 U oaN PROV. CUT 2" X 10 SUB-FASCIA 5/4" X 8" "VERSATEX" FASCIA BD. TOP OF ATTIC FL. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT - OR APP. EQ. TYP. EXPOSED SIDES 6" WHITE ALUMINUM GUTTER AND \\ TOP OF UPPER WINDOW LEADERS. (TYPICAL ALL AREAS). — • — • — • — • — . — • — \ a PROV. CONT. VERSATEX BEAD i-,-r. ////�- / r;j';/ ,% .//,>;.; ,,;, './, BD. SOFFIT W/SCREENED 1' VENT \;\,\\ (TYPICAL ALL AREAS � ;;/; `,i/�, ��- i`: � �\\ PROVIDE 4" EXPOSURE -VERTICAL %r -'; " , / i;%,/r- ;' ,: n ` SIDING TO MATCH EXISTING, \� (TYPICAL ALL NEW AREAS) ' V.I.F. 442 S.F. OP OF SECOND FLOOR—) 30'_0" PARGE ALL NEW FOUNDATIONS TO MATCH EXISTING FDN.'S. (TYPICAL ALL NEW AREAS) T P OF LOWER WINDOW-, W 9' UO 6'-811 /— Z � GRADE TO OF FIRST FLOOR Luz — . — . .. — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — 4.1 z 0 SOUTH ELEVATION Q WW t7- 00rr W ,- 0 0_ rr AREA OF NEW CONSTRUCTION 0_ r 1 In 1 ,158 S.F. v 0 TOP OF RIDGE (V.I.F.) PROV. "LIFETIME" "GAF" ASPHALT I ROOF SHINGLES (TYP. NEW AREA) OVER 15 LB. FELT, (COLOR T.B.D.) 0 PROV. "WEATHERWATCH" UNDER- � LAYMENT ALONG ENTIRE BOTTOM � EDGE OF ROOF UP 2'-011 (TYPICAL) ALL NEW ROOF SECTIONS). PROV. CUT 2" X 10" SUB-FASCIA TOP OF ATTIC FL, 54 X 8" "VERSATEX" FASCIA BD. ILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. EQ.(TYP. EXPOSED ;SIDES) TOP OF UPPER WINDOW_ 6" WHITE ALUMINUM GUTTER AND LEADERS. (TYPICAL ALL AREAS). PROV. CONT. VERSATEX BEAD / / .��'" / ^S•sbia-,../l. G.:'�,'i"x ;1.'n n.x,P'' III BD. SOFFIT W/SCREENED 1 VENT PICAL ALL AREAS 1, i. i W / -1011 x PROVIDE 4 EXPOSURE VERTICAL SIDING TO MATCH EXISTING J W V.I.F. ;?' (TYPICAL ALL NEW AREAS) � Lb Z m0 Lu 00 J 30'_0" TOP OF SECOND FLOOR UO w w W 340 .F. TO DN 'S w � TOP OF LOWER WINDOW >a- GE ALL NEW FOUNDATIONS �— . — . — . — . — . — . — (TYPICAL ALL NEW AREAS) O W W I 0co co W �D 91 6'-811 , �� U W iWrr 0 w rTOP OF FIRST FLOOR GRADE � � ,n`. � U F r �& U II 4 Lu z O o�r� � co 0w 0z D0 0w WEST ELEVATION Q� or 0W D- ow o� I- o� w� Lu 0- 06Z Wir D[r D1 jW Dcr LO0 �0 crU COLL O NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT (0 (0 r OF ANY AND ALL REVISIONS DUE TO FIELD r r CONDITIONS, CLIENT, AND OR GENERAL (� N r r OJ CONTRACTOR WHICH DIFFER FROM THE 0 CONSTRUCT. DRAWINGS/SPECIFICATIONS. — C rco 00 SCALE: NOTE: G.C. SHALL VERIFY THAT 1/4"-11011 THE HEIGHT OF THE STRUCTURE OFFICE SET SHALL NOT EXCEED 35'-0" AT DWG. NAME: MIDPOINT OF TOP PITCHED ROOF. 8.8. 1 7 PROPOSED NOTIFY ARCH. OF ANY CHANGES. SOUTHWEST ELEVATIONS THESE DRAWINGS ARE INSTRUMENTS OF SERVICE &ARE THE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES&OR MODIFICATIONS DWG. NO.: SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT.ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-4 . 1 DEMOLITION LEGEND CONTRACTOR NOTES DRAWING LIST EXISTING EXTERIOR/INTERIOR WALLS TO REMAIN. AFTER DEMOLITION, THE CONTRACTOR WILL INSPECT THE EXISTING \ A-D 1ST. & 2ND. FL. DEMOLITION PLANS -_-_-_-_ EXISTING EXTERIOR/INTERIOR WALLS TO BE REMOVED. PROVIDE ALL STRUCTURE & NOTIFY THE ARCHITECT OF ANY FIELD CONDITIONS &OR NECESSARY TEMPORARY SHORING AND PROTECTION. DAMAGE TO THE EXISTING STRUCTURE; A-O FOUNDATION/FIRST FLOOR PLAN o 1. ORIENTATION OF EX. FLOOR, CEILING, OR ROOF JOISTS THAT DIFFER Ex EXISTING EXTERIORANTERIOR DOORS TO REMAIN. FROM THE CONSTRUCTION PLANS. A-2 SECOND FLOOR PLAN 2. ROTTED OR CRACKED EX. FLOOR, CEILING, ROOF JOISTS,WOOD STUDS, EXISTING EXTERIOR/INTERIOR DOORS TO BE REMOVED. OR SHEATHING. A DETERMINATION WILL BE MADE AS TO THEIR REPAIR OR A-2.1 2ND. FL. DECK/ROOF FRAME. PLAN ER O N CHECK WITH OWNER IF ANY ARE TO BE SAVED. REPLACEMENT. V) _rn II 3. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLAN. A-3 BUILDING SECTION "A Ex EXISTING EXTERIOR/INTERIOR WINDOWS TO REMAIN. O ER EXISTING EXTERIOR/INTERIOR WINDOWS TO BE REMOVED. DISCARD ALL ASBESTOS PER NEW YORK STATE REGULATIONS. A-3a ROOF DECK PLAN ; u x O o CHECK WITH OWNER IF ANY ARE TO BE SAVED. \ 0 >-4 N FVVM. EXISTING WOOD FLOOR TO REMAIN. PROTECT AS REQUIRED. A-4 PROP. N.W./S.W. ELEVATIONS O , z _ A-4. PROP. N.E./S.E. ELEVATIONS EX. 00 [WD_ NOTE �1] REMOVE EXISTING 3/4"THK. WOOD FLOOR A-5 ENERGY NOTES & CALCULATIONS ®T EXISTING FLOOR TILE TO REMAIN. PROTECT AS REQUIRED. DN. EX. PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION A-6 NAILING SCHEDULE/PLUMB. RISER U ` w 6R. CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE `� CST.] REMOVE EXISTING CERAMIC TILE FLOOR DESIGN. ALL OF THE LOAD CALCULATIONS &STRUCTURAL PLANS COMPLY A--) E EXISTING FIRST FLOOR PLANP ECF!T. REMOVE EXISTING CARPET/FOAM PADDING WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) — U M N FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. A-2 E EXISTING SECOND FLOOR PLAN 0 00 A-3 E EXISTING N.E./S.E. ELEVATIONS E-'+ U d N U OM A-4 E EXISTING N.W./S.W. ELEVATIONS A4 EXISTING N.E �� -------------------------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — /S.E. ELEVATIONS \ \\ 1 E --------------------------------------------------------- --------------------- --------- \ ------------- ___ ___--------__________-_--_-- _ -_ ------------------------------------------------------- ----------------------------------- Not, i I \ ----------------------------------------------- APPR�VED AS NOTED ---------------------------------------------- � \�.��. \\% _ _ _ ___ _ __ _ _ _ _ __ ____ - DATE: ------------------------------------------------------- %� ------------------------------------------------------- BY: ` \� \ ------------------------------------------------------- I II --------------------------------------------------------a 1 NGTl=Y 6UI�:;:iJG DEPT,i�Tl "AT -------------------------------------------------------�i i I I ;65-1802 �I�ASp�3•P^S FOR THE ------------------------- ------------------------------ I FGLLC,r.,.G ----------------- EX -------------------------------- -- 1 I I 1. FGR F.,),IOP - TadG REQUIRE --------------- ---- -------------------------------- -- II --� I I F"R �'�URED CONCRETE — — I-- GENERAL NOTES ELECTRICAL LEGEND 39'-7" 5 B1 ai 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & -------------------- ___________ ___ -------------- -------------- REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. .� 2"X 6" A STATE & LOCAL BUILDING CODES AND ORDINANCES. I - I PROV. DBL. CQ. SILL PL. :.':'. ,•' IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 2. BEFORE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR --------- } WITH TERMITE SHIELD FIBROUS Z ------------------ ss"A.F.F. ------------------------------ --- ----------------- INSULATION P. ALL AREAS SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL PROV. WATCHDOG WATER PROOF. ( ss"A.F.F. 1 I crY ) v INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. ALONG PERIMETER OF FOUND. j , j ( I I F ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. WALL BELOW FIN. GRADE. INCL. I I \ 4" P. CONC. SLAB - PROV. W.W.M, O PARGED JOINT BETWEEN FOUND. I 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. WALL AND FOOTING I .' I I I I I I I I BASE. \ � I I IN SLAB OVER TAMPED GRAVEL RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM -WHITE. CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY I .I; I ( _ I O VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. I I _ I '� �- _ _ -'� I 2'-0"W. X 2'-0" W. X 1' D. P. CONC. V 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. I IB ------il,,- - B IJB FTG. BOLT 4" DIA. STRUCT. STL. '- ON THE DRAWINGS UNLESS OTHERWISE NOTED. I I I N I I COL. TO FOOTING/GIRDER ABOVE. \ C N I I ��?/ I COL. HEIGHT T.B.D. (TYP. 2 FTGS.) 3 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING 4) DUPLEX ELECTRICAL RECEPTACLE 18 10" 1 •�' I � - -J i 1 I00 AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, - I I Z BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE MICRO I "; I PROV.BM. POCKET IN FDN. WALL: P.L. I r-- r-�- 1 \ �` IMICRO 5 3/4"W. X 1'-3" H. x 4" D. - (V.I.F.) Q N I r'-',' �"-• '' r'-'• P.L. PROV. SLATE SHIMS UNDER BEAM. -� M TO ALL APPLICABLE CODES. 1 I - - - r'''.::,. 1_ - - I':''.:;••. _ - - N:;'.:;.••.;1 _ t : ::,..;1 t :''.::,. - I (TYPICAL 3 LOCATIONS.) a (tGFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT PROV. 2-1 3/4"X 9 1/2" MICROLAM I I = _ _ '1= _ _ "• 1I - _ :':� _ _ = 1. ;: _ _ SI = 6. THE GEN'L. CONTRACTOR SHALL SAY FOR ALL PERMITS, FEES, &COSTS LVL OVER ALL WINDOWS &OPGS. I I t:�;:..>:•., l t:;;:..:;•• iI \ ..>:,•,e! r:�;:..:;••. I t':`. ;-'..`I I I ' " RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL (DFL. DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE (FLUSH WITH RIM JOIST) (TYPICAL) I I '`�1 1 8 -2 PROV. 5/8" DIA. X 10" L. STL. BOLTS INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER $ WALL SWITCH ®DB NEW DOORBELL I - - - - - I THRU SILL PL. OF LIGHT FRAME HT1 � THIS CONTRACT UNLESS OTHERWISE NOTED. I I = - - Z - - - - w 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH B� I I B� CONST. EMBEDDED INTO C. & 1' U x N NE .F•rH�A6 NT HEIGHT TO I @ NO MORE THAN 3'-0" O.C. & l'-O" � � �` CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED $Ds RECESSED DOOR ACTIVATED SWITCH j ' j M H EX.). A PROV--4L-12 TyP.) I I AWAY FROM ALL CORNERS. (S) � o c0 BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. I ,, - � _ - OVER TAMPED FILL. (TYP.) 1 i i ALL NEW FOUNDATION AREAS) \ � O RECESSED DOWNLIGHT (100W) " LIGHTOLIER" OR APP. EQ. I 4P��- t¢P - - - Z ----- I _ 1 ,. - _ 8" P. CONC. FOUNDATION WALL 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL EXTERIOR RECESSED DOWNLIGHT (10OW) " LIGHTOLIER" OR APP. EQ. I I JB----____-� '--—_— - . - �� JB - j j WITH 2'-0" W. X V-0" D. P. CONC, \�� CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY I - _ - - - - \ Z - - Z I I FOOTING (CONT.) W/W.W.M. IN \° \ `. OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. I I 1 CEILING MOUNTED JUNCTION BOX 8'-2" I I �� I WALL AND FOOTING. (9' WALL) \\\ 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL JB I '. I 1 I I I I I 36" BELOW FIN. GRADE (TYPICAL) I I PROV. 3 #5 TIE RODS INTO EXIST. F �\\\ PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. �'JB WALL MOUNTED JUNCTION BOX ALIGN NEW FOUNDATION W EX. I I I \\ JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG S. FOR SIZES. FDN. PROV. 3 - #5 REBAR ALONG I ' I I '" I FOUNDATION WALL. (ALIGN) \�� \\\ BED DOUGLAS FIR #2 CONST. GRADE OR EQ. WALL MOUNTED DUAL SPOTLIGHT CONNECTION. P. AL,L-AREAS `�� _ 10. ALL FRAMING LUMBER TO O "'JB F_ I - ----------------- \ \ J i \ --- L--- r .�.� ------ r.;,- -1I ;,:,.'-t— -- --- ----------------------- 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. 44 NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT `,! ------------ -----'--- - -- F FIXTURE TO BE SUPPLIED BY OWNER. IT �\ WITH DUAL SWITCH AT WALL. U >"• ,- � '. :I \ �M':' ..:. I \\\\ EF NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST �I I I 1 - - - I 15-2 \ FAN/LIGHT WITH DUAL SWITCH AT WALL. BROAN HEAVY DUTY UNIT I I I I 1 I \\\\�\\\\ OR APP. EQUAL. 11 Q NEW TELEPHONE RECEPTACLE NOTE Q NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) I I I I I I 10 E C I I GARAGE = — — — — — — — —I I — .1c..JB n REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION a ST NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) DW A-0 I I 10'-0"x W-0" �- - - - - - - - - i - ss"A.F.F.I I B, 1 , PER REQUIRE I (EXISTING) I V` CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE ® SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL I I I I DESIGN. ALL OF THE LOAD CALCULATIONS &STRUCTURAL PLANS COMPLY SD I I -TI I I I I uP WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) CONTROL BOX. C FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. j j III I I I I ALIGN NEW FOUNDATION W EX. � I I I I I FDN. PROV. 3 - #5 REBAR ALONG I I j j I I I CONNECTION. (TYP. ALL AREAS) --L 1---- -- __ V PLUMBING LEGEND \ \ L=-=-_-=-_�-_ -------------------- B1 t1L CONSTRUCTION LEGEND ° -------- ------- -- REF. ,A„--------------- PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS I I 9s' A.F.F. I -------------- -------------------- W FIRST FLOOR P INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY III I I , I I I ® PLYWOOD. WELL NEW OBER ORISHOEATH ING ' TYVEDSTUD K WRAPPED &TAPED). COMPLETELOCAL PLUMBING CODES THAT APPLY D. PROVIDE ALL NECESSARY DRAIN VALVOWORK ES FOR TO BE I III I (EXISTING) i r------ (COMPRESSOR W z 1 qp_________________________� ZONE2 EXTERIOR TRIM: REFER TO SCHEDULE BELOW. ) WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES. I I I I 96"A.F.F. I I PROVIDE 6" +/- EXPOSURE- CEDAR SHAKES AT NEW LOCATIONS TO ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING I III i i k= I I I Z Q MATCH EXISTING. STAIN TO MATCH EXISTING. FLASH AS REQUIRED. INSULATION (TYP. ALL AREAS) j I I I Rp IQ.'A-0D O ' I I I I I 1�20NE SOR _ ® NEW INTERIOR PARTITION - 2"X 4"WOOD STUD WALL W/ 1/2" CDX ® PROVIDE FROST FREE HOSE BIBS. I I REF. "A„ I i i 96"A.F.F. Q INTERIOR SIDE - 1 LAYER 1/2" GYP. BD. SCREWED/TAPED BOTH SIDES. HB III OUT-DOOR I I TDWO.AO I I I I LL cn INTERIOR TRIM: REFER TO SCHEDULE BELOW. ®S SHOWER HEAD (FROST FREE SHOWER BODY) SHOWER I ---__- I I I W ENLARGED I I W PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL GAS LINE FOR: BBQ, DRYER & OVEN: GAS TANK LOCATION AS NOTED I III i JB- ______ JB BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BD. FOR ALL ®G ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR I I I I I _ = ui AREA RECEIVING TILE, INCLUDING FLOORS. DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. I III REF.DWG AB" I I I I I I I I Q INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N., ONE COAT PRIME ALL SUPPLY&WASTE LINES ARE TO BE INSULATED WITH SOUND III !I I I I I I 0 0 &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. ATTENUATING INSULATION. (TYP. ALL) I I I I I I I I I I ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE I I I I I I I I ° ADDITIVE. OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: I i i I I I I I I SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., & SHOWER CONTROLS. 11 II I j 11 Ro_F_. A--"] 0- � EXISTING WOOD FLOOR TO REMAIN. PROTECT AS REQUIRED. FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES III I I I I 1 1 I I 1 I O OF FIXTURES SELECTED. \ 1 I 1 I I ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. III j 1 1 I I 1 I I NEW PRE-FINISHED WOOD FLOOR (TYPE & COLOR TO MATCH EXIST.) UNLESS OTHERWISE SPECIFIED BY OWNER I III I I li 111 i 111 I I I I I U III 3 R. I � 0 WINDOW SCHEDULE I III �JB *B I i `13"JB I I INTERIOR/EXTERIOR TRIM . ALL WINDOWS TO BE ANDERSEN 400 SERIES, U.O.N.. ARGON FILLED, DIRT I I I I I I I UP I I SHEDDING GLASS, SIMULATED DIVIDED LIGHTS/WHITE PREPAINT. INT. JAMBS, I III DW°.A-0 I I I I I I INTERIOR WindsorONE CLASSIC COLONIAL t&TRUE SCENE SCREENS III I I I I I is R I I I I I I I I I I I I I I BASE MOLDING : WOBM001 ROUGH ROUGH WINDOW SILL: .(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER. ANDERSEN REFER. NO. OPENING OPENING QUANTI MISC. NOTES I III I I I I WINDOW & DOOR CASING: WOBB001 , WOCS001 WIDTH HEIGHT I I 1 1 I L-------------- -----------------J I CROWN MOLDING: WOCM001 -VERIFY WITH OWNER III I I 1 1 VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE. ® EXISTING TO REMAIN. CHECK HARDWARE IS FUNCTIONING. I I I 1 1 I ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS AN281 2'-8" V-9" III I I 1 1 I ---------------Ex —________---------J OTHERWISE NOTED. ® (VA.F.) (VA.F.) 5 BASEMENT AWNING I I I 1 1 I I I I I I EXTERIOR "VERSATEX"TRIMBOARD I I I I I I I I WINDOW& DOOR TIM: PICTURE FRAME- 5/4" X 4" "VERSATEX" III I I� 1/ I I W CORNER BOARD TRIM: 5/4 X 6 VERSATEX . I I I I „ 1 I, , I I I U FREEZE BOARD: 5/4 X 8 VERSATEX'. III I I FASCIA TRIM: 5/4 X 8 V.I.F. VERSATEX . SOFFIT MATERIAL: 1/2" X 5 1/2"AZEK BEADBOARD III I I "A" JB i Z ALL EXTERIOR TRIM TO BE PLUGGED, PAINTED WHITE, VERIFY MATERIAL DOOR SCHEDULE I I REF. "A" I-) I D TYPE WITH OWNER PRIOR TO PURCHASE. III I I DN°''"° UP EX Dwcl A-o DOOR # WIDTH: HEIGHT: DOOR MAT-L. OPERATION: LOCATION: I III I I i i 00 W BASEMENT: III I I I I DW AC/HEATING EATING NOTES ® EXISTING TO REMAIN. I I I I I D 0 00 EXISTING TO REMAIN AND BE RE-FINISHED. I IIILO LL PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, 0 PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: B1 EXT. 2'-8" 6'-8" FIBERGLAS RIGHT BASEMENT I III I I I I ONE "RHEEM OR APP. EQ." OIL FIRED BOILER. "JELD-WEN EXTERIOR FIBERGLAS INSULATED FLUSH DOOR OR APP. EQ. I III I I I I U) 06 ro (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. PROV. 8" DIA. "ZERO CLEARANCE" FLUE III I I °W°A'D ONE VAUGHN 70 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE I 1 96"A.F.F. I I L------------------------ ------ --------------------J NOTED. I I ,k 4 > ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE III I I �' � '" �°b'� W 0 �W 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. ] L________ ___ _________________________ J "" $ U D F- F TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS REFERENCE NOTES : I III Ex Exp'" " OTHERWISE NOTED. PROV. ELECTRONIC DAMPING FOR ADD'L. ZONE III III I I t n:`' , ') 1 F m oz Z Z U TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS ��> OTHERWISE NOTED. ®A PROVIDE V-4 1/4"W. X 8 1/4" H. INFLOW/OUTFLOW "SMARTVENT' III I p n „'"�'E W -! Z 0� CEILING/FLOOR OUTLETS AS PER ENGINEERING FLOOD VENT - (TYPICAL ALL AREAS) - 8 REQUIRED. VENT BOTTOM III c�-a U m C) d SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. INSTALLED T MAX. ABOVE FIN. CONCRETE SLAB & NOT MORE I I `S'�.y� (� ' ow ow z D Q NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. THAN 1'ABOVE OUTSIDE FINISHED GRADE. (TYPICAL ALL AREAS) I III I I�� ' Q j Q j Q U� C0 LL ® EXISTING FLOOR REGISTERS TO REMAIN. REF."B" ENLARGE EXIST. SHOWER W/SHOWER SEAT. PROV. ALT. PRICE W/ III III I I I ! �� L 06 Z EX. CONSTRUCTION IN "VERSATEX"ALL EXPOSED SURFACES. PROV. ® PROPOSED NEW FLOOR REGISTERS TO BE INSTALLED. (V.I.F.) NEW DRAIN AND FROST FREE OUTDOOR SHOWER ASSEMBLY.N. III EPLACE EXISTING GARAGE DOOR WITH NEW VINYL COATED UNIT. II ❑ FIRST FLOOR/BASEMENT PLAN W r (p r (p REF. PROVIDE TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER A/C I I (A N It T T COMPRESSORS ON RAISED BASE (U.O.N.) W/ALL CONTROLS. INSULATION NOTES PROVIDE TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR _ I -I = = = _ HANDLERS (U.O.N.) W/ALL CONTROLS. PROV. NECESSARY HIGH/ SCALE: LOW RETURNS, SUPPLIES, ETC. - J I INSULTION NOTES FOR ALL NEW CONSTRUCTION. (DRAWINGS: A-1 &A-2) III II I II III I I I OFFICE SET 1/81, /811=1'�II NOTE: PROV. ADDITIONAL 3/4" FOIL FACED FOAM BOARD III II I I THIS LOAD MUST BE TRANSFERED UNDER ALL NEW EXTERIOR SIDING CONSTRUCTION. �:'r INDICATES E BEARING POINT LOAD II II W/ADEQUATE VERTICAL BRACING. 8.8. 17' DWG. NAME: NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-21 FOIL FA. HIGH DENSITY III III \ Lq FOUNDATION/ INSULATION BY'CERTAINTEED' OR APPROVED EQUAL. - - - � � \ FIRST FLOOR \L-- — — — — — — — — — — — — — — — —JJ NOTE: {ALAN THESE DRAWINGS ARE INSTRUMENTS OF SERVICE " III CONTRACTOR TO NOTIFY THE ARCHITECT &ARE THE PROPERTY OF THE AR(CHITECT.NO NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY CERTAINTEED OR APPROVED EQUAL. 14 R OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIIFICATIONS CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES CONDITIONS, CLIENT, AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODIUCTION IN PART INTERIOR WALLS: R-21 SOUND BATT INSULATION (NEW CONSTRUCTION) CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-0 GENERAL NOTES ELECTRICAL LEGEND IN 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & c c B B 1�1 W STATE & LOCAL BUILDING CODES AND ORDINANCES. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. i; r 01 IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. I r \ O 2. BEFORE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL I ,r I U INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. I �� *SD IDS cq OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM -WHITE. BEDROOM I Irwm Z CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY 10'-2" X 13'-9" I I 8 C H \ C BEDROOM OU VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. (PROPOSED) I I 10'-0" X 13'-9" ° 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. I BJB/F 1\ i 1 I (PROPOSED) O ON THE DRAWINGS UNLESS OTHERWISE NOTED. °O 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING DUPLEX ELECTRICAL RECEPTACLE AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, IJB/F ,1JB/F c \ N BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO I)sc DUPLEX SEPARATE CIRCUIT RECEPTACLE ® I I a TO ALL APPLICABLE CODES. — —®— 8'C.H. r l\ I $GFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT 18 I I 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, &COSTS r SD �� I 1 Gs� RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL I)FL. DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDERrwm$ WALL SWITCH ® NEW DOORBELL O / 1 I I / C U �'' N THIS CONTRACT UNLESS OTHERWISE NOTED. DB ' \ BEDROOM I I 8'C.H. o� - $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH Y 10'-0"X 13'-9" I , ( 0 0 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES ------------- (PROPOSED) I , I rn $ CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED DS RECESSED DOOR ACTIVATED SWITCH ------------- _ / I I DN. I i i \ U O c! BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. 6R. RECESSED DOWNLIGHT (100W) " LIGHTOLIER" OR APP. EQ. EF p2LMLLLL2LMM2Mamar r 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL DWO.A1 I , CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY WNLIGHT100WLIGHTOLIER OR APPEQ EXTERIOR RECESSED DO ( ) . . O \' \� OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. I I \\\\; \ �B CEILING MOUNTED JUNCTION BOX 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL 2 I \\\\ \\\ \ PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. WALL MOUNTED JUNCTION BOX 8'C.H. \ oRX v �\ JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. JB 4 \ \\�\\\� \ WALL MOUNTED DUAL SPOTLIGHT I � 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR EQ. JB B i r r, " r, 0\.��\ S \ 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. F NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT \\\ T BE SUPPLIED BY OWNER. \ O \\\ \ \\ WITH DUAL SWITCH AT WALL. FIXTURE O SU JB/F \\\ \\ — — — — — — — — — — \��\\\\\\ NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST \ i \�\ \\\ EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT 1.,i' OR APP. EQUAL. 10'-2" X 13'-9" QT NEW TELEPHONE RECEPTACLE [2 NOTE - ®SD do NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) ---- d NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) UM. ..tj I I BATH PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION ST P A 5'-0" X 8'-7" CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE (PROPOSED) ® DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY SD CONTROL BOX. WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) I I ' FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. SD I P W / ®SD 1 AL —= = — I — — j — — V O PLUMBING LEGEND °R:I /// ------ - - - - - - - - - - � �- CONSTRUCTION LEGEND z � 1 I IIS ® PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS \� JB/F \� I W FIRST FLOOR P INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARYIvi 11 11 z ® NEW EXTERIOR PARTITION - 2 X 6 WOOD STUD WALL W/ 1/2 CDX N.Y.S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE 1 I I I I 1 PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES FOR F F 0 EXTERIOR TRIM: REFER TO SCHEDULE BELOW. WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES. I I I I D _____________________ Z PROVIDE 6" +/- EXPOSURE - CEDAR SHAKES AT NEW LOCATIONS TO ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING I / I I I 0_ MATCH EXISTING. STAIN TO MATCH EXISTING. FLASH AS REQUIRED. 3 II WD. ' 1 INSULATION (TYP. ALL AREAS) I &C.H. �� I CLOSET Ex Q ® NEW INTERIOR PARTITION - 2 X 4 WOOD STUD WALL W/ 1/2 CDX ® PROVIDE FROST FREE HOSE BIBS. 1 I i (EXISTING) INTERIOR SIDE - 1 LAYER 1/2" GYP. BD. SCREWED/TAPED BOTH SIDES. HB \ \� II �r 5._ , i W INTERIOR TRIM: REFER TO SCHEDULE BELOW. ®S SHOWER HEAD (FROST FREE SHOWER BODY) I -�� 1 Rp o.A', ' a PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL GAS LINE FOR: BBQ, DRYER &OVEN: GAS TANK LOCATION AS NOTED BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BD. FOR ALL OG ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR I �� 11 12 I Q AREA RECEIVING TILE, INCLUDING FLOORS. uq_�/ �i 3 DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. 0 O INTERIOR PAINT-TO BE "BENJAMIN MOORE" .O.N., ONE COAT PRIME ALL SUPPLY&WASTE LINES ARE TO BE INSULATED WITH SOUND I GFI ' _-/ a 10 UNEW INTER. I W &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. ATTENUATING INSULATION. (TYP. ALL) \� 11, -- -' ---� DOORS & ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE I of III TRIM. Cr YR.) Ex O ADDITIVE. OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: I ----� 11 4_1 (p 0- SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., & SHOWER CONTROLS. ,' ) O ==E3= _ _ _ _ _ _ _ O ® EXISTING WOOD FLOOR TO REMAIN. PROTECT AS REQUIRED. FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES T \ P I I� REF. "E" - OF FIXTURES SELECTED. o„ ,,_ „ \ DWQ'A I7L \- —,NEW PRE-FINISHED WOOD FLOOR (TYPE &COLOR TO MATCH EXIST.) ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. (P o os D) I I UNLESS OTHERWISE SPECIFIED BY OWNER I /F JB I 1 J / le H \ - O B/F 1 D CLOS. I WINDOW SCHEDULE P ( U) PROPOSED) I BEDROOM INTERIOR/EXTERIOR TRIM .- O ,4'_3"X15'_,0' O (EXISTING) I —._.� ALL WINDOWS TO BE ANDERSEN 400 SERIES, U.O.N.. ARGON FILLED, DIRT A _ .+�• ��)f� SHEDDING GLASS, SIMULATED DIVIDED LIGHTS/WHITE PREPAINT. INT. JAMBS, B "° INTERIOR WindsorONE CLASSIC COLONIAL 15 R. t&TRUE SCENE SCREENS O N D .D .D 4_,/ p R Wa A AT Y ' BASE MOLDING : WOBM001 3— 3 : WINDOW SILL: .(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER. ROUGH ROUGH 3 3 ® ° ° WINDOW & DOOR CASING: WOBB001 WOCS001 ANDERSEN REFER. NO. OPENING OPENING QUANTI MISC. NOTES 1 Ili CROWN MOLDING: WOCM001 -VERIFY WITH OWNER WIDTH HEIGHT 1\\\ MOVE D.W. _ AWAY FROM VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE. TO REMAIN. HE '` -�,___,� I �\ STOVE TOP EXISTING C CK HARDWARE/REPLACE IF NECESSARY. ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS \� \\�� (p212 OTHERWISE NOTED. OOCX135 2'-8" 3'-5 3/8" 2 CASEMENT � L V' (V.I.F.) (V.I.FJ EX rN EXTERIOR "VERSATEXTRIMBOARD CX 24 S-3 1/4" 4'-0 1/2" 5 EGRESS CASEMENT oo — — — — Iw , WINDOW& DOOR TIM: PICTURE FRAME - 5/4" X 4" "VERSATEX" © CX 14 2-8" 4'-O 1/2" 6 EGRESS CASEMENT I I -�`� FREF. "A" o W \ I CORNER BOARD TRIM: 5/4" X 6" "VERSATEX". (V,I.F.) N.I.F.) \ I / 0 FREEZE BOARD: 5/4"X 8" "VERSATEX". \ I / / FASCIA TRIM: 5/4" X 8"V,I.F. "VERSATEX I I I _ _ _ Z SOFFIT MATERIAL: 1/2"X 5 1/2"AZEK BEADBOARD GREAT RM. \\ / I JB __--- JB KITCHEN REFERENCE NOTES :9'-8"X 11'-2" (EXI TING) l I -3 _ _ �) i (EXISTING) B ALL EXTERIOR TRIM TO BE PLUGGED, PAINTED WHITE, VERIFY MATERIAL 1 13 -) TYPE WITH OWNER PRIOR TO PURCHASE. I ___ - / R F " " REMOVE EX. GRANITE COUNTERTOP & REALIGN W/AIDJ. COUNTER D JB F I TOP. MOVE DISHWASHER AND CABINET AS SHOWN. PROV. ALLOW. m FOR NEW COUNTER TOP, CABINET DOORS/FACES & FRONT PANEL. 0 I >> PROVIDE SOLID METAL VENT TO OUTSIDE FOR RELOCATED DRYER D W INING &WASHER TO THIS LOCATION. Dfr AC/HEATING NOTES ,EXT. I I �Ex�s ING)1 U)0 REMOVE EX. CARPET, 2 SLIDERS, PARTITION & PROV. NEW STL. 1/2" W �JB/F Ex FLITCH PLATE CONT. BEAM ACROSS WALL TO WALL. INSTALL NEW PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, I �� I 1 I SUB-FLOOR TO RAISE EX. ROOM TO LEVEL W/ EX. L.R. INSTALL WD. w n PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: DOOR SCHEDULE I I/ I I ��,\ I FLR. TO MATCH ADJACENT L.R. D T ONE "RHEEM OR APP. EQ." OIL FIRED BOILER. �� [Lilj REF."D' PROV. NEW DECKING THESE AREAS (TREX) TO MATCH EX. DECK. 00 1 (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. DOOR NUMBER: # WIDTH: HEIGHT: DOOR MAT'L. OPERATION: I / �' PROV. 8" DIA. "ZERO CLEARANCE" FLUE PROV. PRICE FOR NEW EXTERIOR STAIR, 5'-0" DIA. BY"'IRON SHOP" � U W ONE VAUGHN 70 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE FIRST FLOOR: - DWO.A I POWDER COATED STEEL TO BE INSTALLED AT FUTURE DATE. j NOTED. 1 _-------- __ _ -_ _ REMOVE EX. STAIR TO ROOF DECK; FRAMING, DECKING, RAILINGS w ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE ® — — — — — --EXISTING TO REMAIN. _ ____ _ ____ _ _. _ _ _______._______ __ ___ __ __ _ ___._____ __ ____ J & PROV. MICROLLAM BASE FOR NEW CIRCULAR STAIR. Z T 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. — — — — — — — — — — — / WORK TO COMMENCE AT A FUTURE DATE TO BE DETERMINED. 0 0 TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS CHECK EXISTING HARDWARE/FINISH & PROVIDE ALLOWANCE TO REPLACE. LIVING RM. F Z F 0 Z 1 EXT. 14'-8"X 21'-3" — OTHERWISE NOTED. PROV. ELECTRONIC DAMPING FOR ADD'L. ZONE � ,� _ EXISTING Z 0 Z U U TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS GENTRY DOOR 1 3-2 +/- 6-8 CLAD GLASS LEFT _ D W 0 cr W OTHERWISE NOTED. \\� J � J P� CEILING/FLOOR OUTLETS AS PER ENGINEERING ANDERSEN AEHID 3068 W/PGL. CHROME HDWRE. OR APP. EQ. I I I U m� U� LLj Ir SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. OOOOOOO - O W 0 W O W CO 0 2 6 9 12 16 18 20 7 2'-6" 6'-8" MASONITE LEFT '/ I->- I-j F>- CO LL NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. - ___ ____ _-- __ p W p W 0 W T F Ex. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. --------------- ` I �I �cr LjT_ jW ® EXISTING FLOOR REGISTERS TO REMAIN. O EXTERIOR 1 6'-0" 6'-8" CLAD GLASS LEFT/FIXED `� I U)0 (n 0 (00 W J ® PROPOSED NEW FLOOR REGISTERS TO BE INSTALLED. (V.I.F.) \ DWO.A-t / W -LL -LL T U N. ANDERSEN FWG6068R W/POL. CHROME HDWRE. OR APP. EQ. D R p I>7 O B/F SECOND FLOOR PLAN W ( r 10 2 2'-6" 6'-8" MASONITE RIGHT _i Ex D O 7 N 7 "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. - I L r It d• ro N S U LAT I O N NOTES O7 1 2'-4" 6'-8" MASONITE LEFT w ' SCALE: "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. - -- NOTE: 1/gII_71OlI INSULTION NOTES FOR ALL NEW CONSTRUCTION. O 11 15 3 2'-4" 6'-8" MASONITE RIGHT 4>INDICATES BEARING POINT LOAD OFFICE SET DWG. NAME: PROV. ADDITIONAL 3/4" FOIL FACED FOAM BOARD RAISE FL.TO THIS LOAD MUST BE TRANSFERED UNDER ALL NEW EXTERIOR SIDING CONSTRUCTION. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. MATCH L.R. W/ADEQUATE VERTICAL BRACING. 8•8• 1 7 SECOND FLOOR NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-21 FOIL FA. HIGH DENSITY FLOOR. PLAN INSULATION BY'CERTAINTEED' OR APPROVED EQUAL. O 8a 17 19 21 21 23 24 8 2'-0" 6'-8" MASONITE BI-PASS(PAIR) NOTE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY"CERTAINTEED" OR "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. LL= _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONTRACTOR TO NOTIFY THE ARCHITECT &ARE THE PROPERTY OF THE.ARCHITECT.NO APPROVED EQUAL. 13 14 PAIR 2 2'-0"V.I.F 6'-8" MASONITE LEFT/RIGHT Ex Ex OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MIODIFICATIONS DWG. NO.: CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART INTERIOR WALLS: R-21 SOUND BATT INSULATION (NEW CONSTRUCTION) "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIIBITED BY LAW. A-2 � U PROV. SHEAR WALL HOLD-DOWNS PROV. SHEAR WALL HOLD-DOWNS � 5 FROM THESE LOCATIONS TO ------------------------------------------------- -------------------------------------- FROM THESE LOCATIONS TO W - CORNER. REF. TYP. DETAIL D-11, CORNER. REF. TYP. DETAIL D-11, DWG. A-6 (TYPICAL ALL CORNERS) I ir — — — DWG. A-6 (TYPICAL ALL CORNERS) Z r� 0 ci v I II II i I `J u 0 0 0 0 0 0 I i I ► � � .. . I cq r I I �� LL I 1 �� LL� 11 1 0 I I o I I U U Xo Xo I Xo xo O O O O O PROV. 1 - 1 3/4" X 14" G.P. LAM I I N(D (V I iv I N� PROV. 2 - 1 3/4" X 11 7/8" G.P. LAM O \ Z Z X X X X X X X X X LVL CONTINUOUS RIDGE BEAM. I I Ua 0 ; O I LVL CONTINUOUS GIRDER IN FDN. 06 N (V N cV m (V (V N cV I I _ �, �J — UJ - I WALL BEAM POCKET. SIZE AS REQ. MICRO r r— a r — a r MICRO P.L. I IPI_ i"a M T" IEll, PROV. 2-1 3/4" X 11 7 8" MICROLAM I I I I I I I I I I . . PROV. FIRE-STOP BLOCKING<8'-0" rA" LVL OVER ALL WINDOWS & OPGS. I I I I I I I I I I O.C.(TYP. ALL FLOOR/CLG. JOISTS). lcz (FLUSH WITH RIM JOIST) (TYPICAL) i L _ L_ —_ J U PROV. 1-1 3/4"X 11 7/8" RIM JOIST ' ' I I I LINE OF PARTITION ABOVE P. U c" ❑ ❑ 0 (CONTINUOUS &TYP. ALL AREAS. I I .. �. m .. '� I I ` CN I I n a ¢J = I a d I I PROV. 2-1 3 4"X 9 1 2" MICROLAM - T I I Ua r� LL LVL OVER ALL WINDOWS & OPGS. LINE OF PARTITION BELOW P. u_ f D J LL _ - - O I I I (FLUSH WITH RIM JOIST) (TYPICAL) ru N UL Ir F�ii U I I x= X= J X: \\off' ❑ ❑ = V = I I NO NO N — — — NO I I \��omm" 2 X 10 R.R. 16 O.C. O I I r r 2 X T. 16 O.C. \��\\\\ � N N I \\ \:\\ 8 C I I -- -- -- -- -- -� I \\am,\\ I I 0 - - - -- -- I \\ 2 X 1 O C.J. 16 O.C. I I _ _ �J — \�� ❑ r ------- - I r------------- -------------------- I \\\\\` ---------- L -- -- -- - r - -- -- - _a IJ ggp \ '\ \\\m�\\ ---------- I I II 'mmmm Nkl- I r---- - -- -- -- -L -- -- - L- \ I I I I PROV. 2 - 1 4" " \\\ \\ 3 X 11 7 8 G.P. LAM PROV. 1 - 1 3/4" X 11 7 8" G.P. LAM I I I I I LVL CONTINUOUS GIRDER IN FDN. LVL CONTINUOUS VALLEY RAFTER. i d d i WALL BEAM POCKET. SIZE AS REQ. 2"X 10" R.R. @ 16L- 0.C., 2"X 10" R.R. @ 16" O.C., I I I PROV. 2-1 3/4" X 11 7/8" MICROLAM — LVL OVER ALL WINDOWS & OPGS. I I U — — — O L) I I 2" 8"Z, @ 16" 2"X 8" C.T. @ 16" O.C. (FLUSH WITH RIM JOIST) (TYPICAL) i I x X U I 2"X 10" C.J. @ 16" O.C. `2"X 10" C.J. @ 16" 0.C. LVL CONTINUOUS RIDGE BEAM. j j '- PROV. 2" X 12" CONT. BOLTED RIM I I JOIST TO SUPPORT ADJ. GIRDERS. PROV. 9=9 /4° 9 9 9/A" MICROI�►M @ ALL RAFTER/GIRDER LOC.) W I I I I I I Y DJ, MIDGE BEAM &CI=Q, J016TO, I I I MICRO LVIL B L 3/4"X 11 7/8" MICROLA TLF— LI P L I >� LVL BOLT. RIM JOIST TO SUPPORT � F-----------------------------------------------------� I _______________________________ ADJ. RIDGE BEAM & CLG. JOISTS. I / II❑ I L W i--------------------------------i Lj Z I I I I I T I I I I I I I 0 VJ / I III I I I I I I �- uj I J � I I I I I I Q 00 I I I 0 III I i i i I I 0 I I I I III i i i i i i � I I i I I I I I U 0 rn Q �/ / _ III I I I I i i I-- ' rr \ I I ,6 R. I I I I i I I I III I I I I I I IL--------------------------------J I � iI I -----------------------------------J - — — — — — — — — — — — J I I I I I II I I I I O I I I I 0 I I I I III I I I i � I I I III i I I I m� A�, o� D �0 III I I I I tib,-4"l � I` � � 21 - ro I I I I I T I I`{ III I I --------------------------J I °�� \ - - - - - - - - - - - - — � I III , W 0 qw ROOF FRAMING PLAN i L II FIRST FL. DECK FRAMING PLAN --------------------------------------------- J U D H I-cr III I I I o ir C)z THIS DRAWING IS FOR REFERENCE ONLY III III I I THIS DRAWING IS FOR REFERENCE ONLY J O O d ONLY& IS NOT INTENDED TO BE SCALED. I ONLY& IS NOT INTENDED TO BE SCALED. U 3 CD U Z W III III I-; I-- E-U c 0w Ow 0- DO NOTE: III III I NOTE: °T_ 0� 0 z INDICATES BEARING POINT LOAD 0 INDICATES BEARING POINT LOAD D¢ D Ir D fr j W THIS LOAD MUST BE TRANSFERED THIS LOAD MUST BE TRANSFERED 0 C)0 0 0 W o D R W/ADEQUATE VERTICAL BRACING. III li❑ W/ADEQUATE VERTICAL BRACING. Q �� W �� U ui N I r - 111- SCALE: III III I 1/8"=1'011 III II II II lil OFFICE SET DWG. NAME: L PF II II II I 8.8. 1 7 ill III II Fol q SECOND FL. DECK/ROOF _ _ _ _ � _ — ___—_—_____ --�� NOTE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE FRAMING PLAN SA" III — CONTRACTOR TO NOTIFY THE ARCHITECT &ARE THE PROPERTY OF THE ARCHITECT.NO uP OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIFICATIONS ,a R. CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-2 . 1 PROV. DBL. 2" X 6"ACID SILL PLATE (TYP.) 211X6" W U' WALL 10" P. CONC. FOUNDATION WALL STUD \ 0 SIMPSON HL35 WALL. PROV. MIN. 8" FDN. SHEATHING , KANT-SAG LSTI22 OR EXPOSURE ABOVE FIN. GRADE U HEAVY-DUTY SIMPSON LSTA21 STRAP (TYP. ALL AREAS) Ir•: '�' i'; ' ANGLE BRACKET RIDGE WITH (16) 1 O X 1 1/2 FASTENER dl '� CONNECTION OF WALL O N BEAM (STRAP REQUIRED FOR 16" JOIST 1 SCREW THROUGH (3) 2 X 10 ; ; SHEATHING TO WINDOW DEPTH OR MEMBERS WITH SLOPE -�' - BRACE AT EACH WINDOW 9 i��;,4 HEADER Z DBL. MICROLLAM _ HEADER -;;,4< ® OF 7/12 OR GREATER). PROV. WATER BARRIER BETWEEN -:ti,.; FLANGE O ® ® HEADER FOUNDATION WALL &ACQ. RIM JOIST. I I CONNECTION OF WALL P�1 V 0.75 X 33 MIL y i SHEATHING TO 2"X 6" STUDS �O, 00 2" X10" R.R. O Z a PROV. 2 CONTINUOUS # 4 z00 RE-BAR. (TYP. ALL AREAS) JACK STUDS ` Q ry a r� u a � X � w W () MN CORNER CONNECTION D2 CONNECTION OF RIGDE p1 FOUNDATION DETAIL D1 X- BRACING D3 CONNECTION OF WALL SHEATHING D5 � (EXAMPLE) A-3 BEAM TO ROOF RAFTER q-3 PLATE TO FOUNDATION A-3 (EXAMPLE) A-3 TO WINDOW HEADER A-30 00 (EXAMPLE) (EXAMPLE) (EXAMPLE) ��\ \\\ All 0 TRUSS/RAFTER TO TOP PLATE (RPS4) \\ TRUSS BRACING (MTS12) PROV. "SHARKSKIN" ULTRA ROOF 10d NAILS OR UNDERLAY. (TYP. NEW ALL AREAS). 16d SINKERS PROV. "LIFETIME" "GAF" ASPHALT 3" O.C. VERTICAL ROOF SHINGLES (TYP. ALL AREAS) 4" O.C. HORIZONTAL OVER 15 LB. FELT, (COLOR T.B.D.) PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOM PROV. CONT. "COBRA" RIDGE VENT. W EDGE OF ROOF UP 2'-0" (TYPICAL) (TYP. ALL NEW RIDGE AND HIPS). Y ALL ROOF SECTIONS). R - 38 O.C. HIGH DENSITY FOIL FA. U INSUL. (TYP. ALL ROOF AREAS) 2"X 12"CONT.RIDGE BM._ O STUD TO STUD 1 3/4"X 14"GP LAM LVL (EXISTING) (CS16) PROV. 5/8"ACQ. PLYWD. SHEATH. CONT.RIDGE BEAM (TYPICAL ALL ROOF AREAS). W i I STUD TO BAND JOIST PROV. CUT 2" X 10" SUB-FASCIA EX. 2" X 10" R.R. 0 16" O.C. TO Z (CS16) 5/4" X 8" "VERSATEX" FASCIA BD. REMAIN. TIE IN NEW ROOF TO EX. FILL ALL NAIL HOLES AND APPLY 2 ROOF & POST BOTH AT THEIR HEADER ANCHORAGE COATS "BENJAMIN-MOORE" PAINT 2 �o �P ENDS TO MICRO-LAM BELOW. IF ZQ (LSTA18) OR APP. EQ.(TYP. EXPOSED SIDES) C.T. ARE MISSING, ADD 2" X 8" C.T. O PRE-ATTACHED 6"WHITE ALUMINUM GUTTER AND - I— PHD6 WITH LEADERS. (TYPICAL ALL AREAS). Q r n 12 SDS 1/4 X 3 PROV.2- 1 3/4"X 9 1/2"GP V / FASTENERS < 1 PROV. CONT. "VERSATEX" BEAD PROV. 2-1 3/4 X 14' MICROLAM � ♦♦♦ LVL W/ 1/2"X 13.5" STL. FLITCH PL. W LAM MICRO. (CONTINUOUS). BD. SOFFIT W/SCREENED 1"VENT PROV. 11 7/8" BOX BEAM (TYPICAL ALL AREAS) CONT. FROM EAST TO WEST COL. I' W EXTERIOR WALLS. (REF. DWG. A-2) -i W SILL PLATE TO R - 21 O.C.HIGH DENSITY FOIL FA. Q ° FOUNDATION INSUL. PROV. 3/4" FORMULAR 250 EX. NIB WALLS TO REMAIN. PROV. ° USING USP BEARING O-C. INSUL. (TYP. ALL EXT. WALLS) SUPPORT NEW FLITCH PLATE BM. LJJ F- rr POSTS IN WALL AT BOTH ENDS TO PLATE FASTENERS (HBPS/LBPS) 2"X 6"WOOD STUDS W 1/2"ACQ. (n PLYWOOD SHEATHING. (TYPICAL) SILL PLATE TO SILL PLATE TO O FOUNDATION FOUNDATION PROV. CONT. 1 1/8" X 11 7/8" GP - USING USP BEARING (SP) "FIBERSTRONG" RIM BD. (CONT.) O PLATE FASTENERS (TYP. ALL AREAS, U.O.N) -- --- - PROV. METAL FLASHING 2"X 10"FJ C 16"O.C. 2"XX FJ 0 16"O.C.— 2"X 10°FJ na 16"O.C. (HBPS/LBPS) PICAL NEW) (TYPICAL NEW) (TYPICAL NE (TYPICAL EX. (� AT ALL WINDOW SILLS. PROV. DBL. 2"X 6"ACQ. SILL PL. u. STRONG-WALL (TYP. ALL LOCATIONS) WITH TERMITE SHIELD FIBROUS 0 INSULATION SHEARWALL (TYP. ALL AREAS) TYPICAL1/211 GP �ACH CORNER) „NER) PROV. BLUESKIN„ SA LAM MICRO. (CONTINUOUS).AIR AND V t Q VAPOR BARRIER ON EXTERIOR OF METAL FASTENER SCHEDULE ALL NEW CONSTRUCTION. PROV. R-19 BATT INSULATION 1 1 W/3/4” FORMULAR 250 O-C PROV. 5/8" DIA. X 10" L. STL. BOLTS INSUL. BDS.TAPE ALL SEAMS. EX. FOUNDATION TO REMAIN. ALL Q��) THRU DBL. SILL PLATE EMBEDDED (TYPICAL NEW AREA) ALL PARTITIONS/PERIMETER GYP. O INTO CONC. @ NO MORE THAN 3' BD. (FIRST FL.) TO BE REMOVED. ly (ALL STRAPING TO BE @ 16" O.C.) O.C. &6" - 12" FROM ALL PLATE EX. FDN.WALLS TO REMAIN. U) INTERSECTIONS. PROV. 3" SQUARE WASHERS ALL BOLTS. (TYP. ALL). I 8" P. CONC. FDN. WALL W/2-10"W. . .. :• .. . ...: ,. WALL STUD X T-0" D. P. CONC. FTG. & BELOW ..7 FINISH GRADE. W/W.W.M. IN ALL WALLS & FOOTING.(8'-0"WALL HT.) WALL STUD - PROV. 4" DIA. STRUCT. STL. COL. 2'X 2' X V D. P. CONC. FOOTING 4" P. CONC. SLAB - PROV. W.W.M. EX. CONC. SLAB TO REMAIN. BOLT TO FTG. & GIRDER/BEAMS (TYP. ALL 8 INTERIOR FOOTINGS) IN SLAB OVER TAMPED GRAVEL PROV. STEP UP INTO NEW BASE- ABOVE (TYPICAL 10 LOCATIONS) BASE (TYPICAL ALL AREAS) MENT AREA. BOTTOM PLATE BAND JOIST SECTION "A" TWO- MEMBER FLOOR SUPPORT BEAM CONNECTION OF WALL TO FLR. FRAMING NOTE: REF. TO AIR BARRIER AND SIMPSON LSTA18 STRAP WITH (12) 10d FASTENER. INSULATION INSTALLATION NOTE ALONG W/OTHER ENERGY NOTES CONNECTION OF BAND JOIST TO SUPPORT ON DWG. A-5. SIMPSON LTP4 STRAP (12) 8d X 1 1/2" NOTE: G.C. SHALL VERIFY THAT THE HEIGHT OF THE STRUCTURE D CONNECTION OF WALLSHALL NOT EXCEED 35'-O" AT w 1 MIDPOINT OF TOP PITCHED ROOF. D TO FLOOR FRAMING. q-3 NOTIFY ARCH. OF ANY CHANGES. (EXAMPLE) 2" X 8" BLOCKING D ROOF (2) 2"X 4"TOP PLATE w Z TRUSS SHEATING TO4�. -,� p TOP PLATE. BAND JOIST D SWAL TUD FLOOR FRAMING a, K °3 CLIP ANGLE (BOTH SIDES OF F W CONNECTION) MIN. LENGTH = JOIST w WEB DEPTH MINUS 1/2" DOUBLE WALL STUDS (WINDOW CONNECTION OF WINDOW U)0 8 SCREWS (4 PER LEG TOP PLATE HEADER HEADER TO EXTERIOR WALL. TWO- MEMBER FLOOR NOTE: LO w SIMPSON LSTA18 STRAP WITH SUPPORT BEAM CONTRACTOR TO NOTIFY THE ARCHITECT OB N 2"X 10" RAFTER (12) 1 Od FASTENER. F ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL D CONNECTION OF FLOOR FRAMING CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. RAFTER BRACING MTS12 STRAP TO SUPPORT BEAM. SIMPSON LTS12 - METAL HURRICAN WITH (7) 10d X 1 1/2 FASTENER STRAP WITH (12) 1 O X 1 1/2" FASTENER SCALE: CONNECTOR TO STUD AND RAFTER. 2"X6" INTO FLOOR JOIST AND SUPPORT BEAM JACK OFFICE SET "4"-''°" WALL STUDS SHEATING 8.21 . 17 DWG. NAME: BUILDING JOIST TO HEADER JOISTD4 CONNECTION OF TOP D6 BIRDSMOUTH CUT D7 CONNECTION OF WALL SHEATHING D8 CONNECTION OF FLOOR FRAMING �Dq THESE SECTION "A" (EXAMPLE) A-3 WALL PLATE TO WALL STUD. q-3 LOW END OF JOIST ONLY A-3 TO STUDS AROUND WINDOW HEADER A-3 A-3 &ARET EPROPERTYOFTHEARAWINGS ARE ARCHITS TECT. SERVICE &ARE THE PROPERTY OF THE ARCHITECT. NO EXAMPLE (EXAMPLE (EXAMPLE) SHALL BE ALLOWED CHANGEW/ WRITTEN AUTHORIZATION S&OR MODIFICATIONS (EXAMPLE) (EXAMPLE) BY THE ARCHITECT.ANY REPRODUCTION IN PART DWG. NO.: OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-3 m GENERAL NOTES � UW 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, 5 W ' STATE & LOCAL BUILDING CODES AND ORDINANCES. 2. BEFORE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR Z O SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND N CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY Oz VARIATIONS FROM THE DIMENSIONS SHOWN. \ O U 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN \ x00 ON THE DRAWINGS UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING O \ z AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO TO ALL APPLICABLE CODES. rn �N 6. THE GEINI CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS ) RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER w THIS CONTRACT UNLESS OTHERWISE NOTED. W � � N 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES HCLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED � � � BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. U 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR EQ. \ \\ 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. N �O NOTE PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE DESIGN. ALL OF THE LOAD CALCULATIONS &STRUCTURAL PLANS COMPLY WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE, W Y I I I I I , I I it I I I I I I I I II I II _ 0 III I III - I ! I I I Q II I I I I I I II WW J = LuI o0rr I I w �- I ' I � ---------------------- I I I 0 III I I � a III I I III I 0 J I I 0 rr i I li 2 I I I II I II I I it I I I I I I I I I I I I III I � II II � II w Z ❑ I I I J I ] I I Co I I I ❑ I F-> I I L--J ::)M VI 0 Ill r N - OD I i I IUB W r------------ 7T------------T--------- W <W Z� 0 Z UZ � J ] J EL ,� W D W ROOF DECK PLAN r ' ; rir ` W� W� Z) 06Z OIL LOLL 00I frob v : m. In 12 / � r d N r III EXISTING ROOF DECK TO REMAIN. - r �7 4 CO ALL STAIR WORK WILL BE DONE SCALE: AT A FUTURE TIME. OFFICE SET 1/411=1011/411-' °11 DWG. NAME: I 8.21 . 1 7 ROOF DECK PLAN NOTE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE CONTRACTOR TO NOTIFY THE ARCHITECT &ARE THE PROPERTY OF THE ARCHITECT.NO OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIFICATIONS MODIFY EXTERIOR RAIL FOR NEW CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: PLATFORM AND SPIRAL STAIR CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART UNIT. WORK WILL COMMENCE AT CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BYLAW. A FUTURE DATE. A-3a \ W � U � 5 x � z � IU Q cn N �.,.� o U 14- o O � � N PROV. SIM. "TREX" DECKING TO MATCH EXIST'G. MAIN DECK AREA. z � cool U r PROV. 5/4"X 10" .I.F. 'VERSATEX" p`� FASCIA, COLUMN, & FRIEZE TRIM. TOP OF RIDGE (V.I.F. FILL ALL NAIL HOLES AND APPLY 2 — — — — — . — — . — . — — " — " — — • — — . — • — • — • — — — — �Z COATS "BENJAMIN-MOORE" PAINT ` w PROV. WINDOW STOOLS (TYP. ALL) � U M N W o�fill I fflLLL_R r" m I I I WE u O � TOP OF ATTIC FL. ~� ` a III i IN I-1- 111111 Ull, I TOP OF UPPER WINDOWNasmiioli PROV. COMPOSITE RAILING/POST Naw SYSTEM TO MATCH EX. DECKING. � %'.�/�..�0, / - !;//. / ,..,/.,/; :;/ ;; i. / -fir �;: / � qgm \\ ;rill �� /, // 'fir/ // :.�/.-, /q /ir / r i, %%/ / \\..\\\\ P. THIS SECTION DECK AREA O \ \,\ � ;/ iii , 'i /,/ -�,i / ;/ i 6 -10 �\ �\ \ \\ \ \�\ \ �\\\ I ull I I -12 'V.I.F.m TOP OF SECOND FLOOR 23'-0" 2ND.F r V.1.F. TOP OF LOWER WINDO _ — . . . . . . — 61-811 . I w GRADELu _ . . . . . . _ _ s.o'V.I.F. TOP OF FIRST FLOOR z -----------J — — 1S . FL.® -� 4" Z n R � N - O TH ELEVATION Q < (/) ww JAW Q 00 rr w 1- 0 0 PROV. CONT. "COBRA" RIDGE VENT. (TYP. ALL NEW RIDGE AND HIPS). PROV. SIM. "TREX" DECKING TQ V ♦ O TOP OF RIDGE (V.I.F.) MATCH EXIST'G. MAIN DECK AIREA. PROV. 5/4" X 10" N.I.F. "VERSA',TEX" Z) FASCIA, COLUMN, & FRIEZE TRIM. 0 FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT PROV. WINDOW STOOLS (TYP. ALL) TOP OF ATTIC FL. PROV. PRICE FOR NEW EXTERIOR P OF UPPER WINDOW STAIR, 5'-0" DIA. BY"IRON SHOP" �•T POWDER COATED, STEEL. STAIR WILL B E INSTAL --- LED IN FUTURE. E. r .// /q PATCH EX. VERTICAL L T&G SIDING Y,/ TO MATCH EXISTING. PICALALL NEW DOOR AR /,. r. / EAS) 6 10 �- ,/ V.1.F. "%''� rr ;/�%i /"';' 'r %!/:ii /i�j.,r�' /,,,; ,r,//' ,/, ,,/;�;, PROV. COMPOSITE RAILING POST ;� `� j/:,', SYSTEM TO MATCH EX. DECKING. (TYP. THIS SECTION DECK ARF-A) 30'-0" TOP OF SECOND FLOOR 12.0'V.I.F.m —�� --------------------------------- -?P ———————— —— -—_——---- ————————————————————————— ————————————__———— TOP OF LOWER WINDOW ---- ------------------------------ 9' a O Lu c ?// /: D 6'-8" fA rTOP OF FIRST FLOOR GRADE I '�°`�"� 0 D �sTF7. r— . — . — . — . — . — . _ . C . — . — `5 p'�- � f -� ••d OU U Zz UD' II w 4 � - �Z Z Z Z 0 U ,3, OZy�v � 0� �� W� m� EAST ELEVATION �Q�f� °w CO° °> EXTEND EX. OUTDOOR SHOWER 0� C� �Z Q� LL TO INCLUDE SEAT. REFACE R w cr O w D Ir "VERSATEX"ALL EXPOSED AREAS. NOTE: In O CT O m U 0 O CONTRACTOR TO NOTIFY THE ARCHITECT O (o (o OF ANY AND ALL REVISIONS DUE TO FIELD w r r O N CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE N r , CONSTRUCT. DRAWINGS/SPECIFICATIONS. D O n 00 co NOTE: G.C. SHALL VERIFY THAT SCALE: THE HEIGHT OF THE STRUCTURE OFFICE SET 1/4"=1'0" SHALL NOT EXCEED 35'-0" AT DWG. NAME: MIDPOINT OF TOP PITCHED ROOF. 8.8, 1 7 NOTIFY ARCH. OF ANY CHANGES. PROPOSED NORTH/EAST THESE DRAWINGS ARE INSTRUMENTS OF SERVICE ELEVATIONS &ARE THE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES&OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: BY THE ARCHITECT.ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-4 U W � � W \ z u � U Z 1 , 0 0 O � z 3 � zCN a — — — — — TOP OF RIDGE (V.I.. . 177 u N 0 00 o � PROV. CUT 2" X 10" SUB-FASCIA 5/4" X 8 VERSATEX FASCIA BD. TOP OF ATTIC FL. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. EQ.(TYP. EXPOSED SIDES) " ALUMINUM TTER AND 61-811 6 WHITEGU TOP OF UPPER WINDOW LEADER (TYPICAL ALL AREA PROV. CONT. 'VERSATEX BEAD /� �� M/12/ // BD. SOFFIT W/SCREENED 1 VENT %i' / (TYPICAL ALL AREAS / '. / I \\\\\ 8 \ \\ PROVIDE 4 EXPOSURE -VERTICAL /;:; � . % xl 6'_1 " \� SIDING TO MATCH EXISTING, '" o j'' /��''� i!<i" % \� \ (TYPICAL ALL NEW AREAS) W.F. \\�R\\\\ 1 77 TOP OF SECOND FLOOR 1301-011 PARGE ALL NEW FOUNDATIONS II II TO MATCH EXISTING FDN.'S. _ TOP OF LOWER WINDO (TYPICAL ALL NEW AREAS) — , — . — . II W Y c W GRADE TOP OF FIRST FLOOR LiZ �. — . — . — . — . — . — . — . — . — . — — • — — — • — ' — — — — — — — — — Z 4" 0 C SOUTH ELEVATION Q cc WW JAW Q 00 rr 0 o � U 0cf) o 0 TOP OF RIDGE (V.I.F.) PROV. "LIFETIME" "GAF"ASPHALT P ROOF SHINGLES (TYP. NEW AREA) D OVER 15 LB. FELT, (COLOR T.B.D.) O PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOM co EDGE OF ROOF UP 2-131" (TYPICAL) ALL NEW ROOF SECTIONS). TOP OF ATTIC FL. PROV. CUT 2" X 10" SUB-FASCIA 5/4" X 8" "VERSATEX" FASCIA BD. —�� FILL ALL NAIL HOLES AND APPLY 2 COATS—�� OR APP'.E Q (TYP. EXPOORE" PAINT SED S DES) TOP OF UPPER WINDOW Hill M 6"WHITE ALUMINUM GUTTER AND LEADERS. (TYPICAL ALL AREAS). ii-//% �• �-i'. :r / x �r /� BD. SOFFIT W SCREENED 1" VENT TYPICAL ALL AREAS `h PROVIDE 4 EXPOSURE -VERTICAL NG TO MATCH EXISTING-1011 �% ger:,,;<'% it i r. //,. rr//, "/;, , r,/"j;,;o';' SIDING W.F. '-j is j " / /rr (TYPICAL ALL NEW AREAS) 30'-0" TOP OF SECOND FLOOR Hill IIIIII Hill 11111 111111 1 11 1 1 1 111 , 111 1 lill III lv � mlill PARGE ALL NEW FOUNDATIONS TOP OF LOWER WINDOW TO . �— MATCH EXISTING FDNS . — . — . — . — . — . — (TYPICAL ALL NEW AREAS) g' %%-, ;moi D cn 61-811 � P_11 b W o TOP OF FIRST FLOOR GRADES OF Z rt: 0 Q 0 IrUZ Z t, -•� w z 0U J 0 - / U UC'3 W� m 3 j 12 0w 0z D0 Ow WEST ELEVATION N - �-- �-`—' c0u_ wM wd z Lu(r Dcr DCC w Da: 00 00 mY)0 NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT 0 0 O OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL D tfj In r r CONTRACTOR WHICH DIFFER FROM THE � CONSTRUCT. DRAWINGS/SPECIFICATIONS. 1 10 00 SCALE: NOTE: G.C. SHALL VERIFY THAT 1/4"=1'O" THE HEIGHT OF THE STRUCTURE OFFICE SET SHALL NOT EXCEED 35'-0" AT DWG. NAME: MIDPOINT OF TOP PITCHED ROOF. 8.8. 1 7 NOTIFY ARCH. OF ANY CHANGES. PROPOSED SOUTHWEST ELEVATIONS THESE DRAWINGS ARE INSTRUMENTS OF SERVICE &ARE THE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES&OR MODIFICATIONS DWG. NO.: SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT.ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-4 . 1 GENERAL NOTES PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS CLIMATE AND GEOGRAPHIC DESIGN CRITERIA DESIGN CRITERIA � \ � (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) TABLE 301.2 (1) (RESIDENTIAL CODE OF NEW YORK) REF. TABLE R301 .2(2) U MAXIMUM MAXIMUM WIND SUBJECT TO DAMAGE FROM GROUND d SEISMIC ICE SHIELD R' 1 FAMILY DETACHED DWELLING HEATING SNOW SPEED (MPH) DESIGN e FROST LINE FLOOD AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) W UNDERLAY, cn ° DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE b c HAZARD WOOD FRAME CONSTRUCTION I"�I LOAD 3 SEC GUST CATEGORY WEATHERING DEPTH (ft-in) TERMITE REQUIRED � Z ZONE 11B U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH WALL R-VALUE O MODERATE ZONE ROOF > 30'-40' X1.53 ROOF > 30'-40' 0 HEATING DAYS = 5750 ZONE 11 B 20 PSF 110 "C" "SEVERE" 3'-0" TO HEAVY YES NO X 1.53 WIND SPEED 5750 0.45 R-38 R-21 U R-30 R-10 R-9,2 FT R-38 FOR SI: 1 POUND PER SQ. FT. = 0.0479 kN/m 3 23.7 36.3 -30.3 -46.4 120 M/HR COINCIDENT WET-BULB TEMP. = 73 MILE PER HOUR = 1.609 km/h. a.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE N SUMMER DESIGN DRY-BULB TEMP. = 83 STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX (ie., Q 11 C cc, "NEGLIGIBLE", "MODERATE"OR "SEVERE") FOR CONC. AS DETERMINED FROM THE WEATHERING PROBABILITY MAP (FIG. R301.2(3) Z ^' WINTER DESIGN DRY-BULB TEMP. = 6 THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 216, OR C 652. O CLIMATE-SPECIFIC REQUIRED & PROPOSED , U b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIG. 8403.1(1). THE JURISDICTION SHALL FILL IN � p GLAZING "U" FACTOR = 0.45 THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FIN. GRADE. MINIMUM UNIFORMLY DISTRIBUTED L.L. >' 00 CEILING "R"VALUE = 0.45 PROPOSED MINIMUM NOTES: c. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER I N POUNDS PER SQ. FOOT - REF. TABLE 301 .5 O z 3 DESCRIPTION THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE. ` 0 - R-VALUE R-VALUE EXTERIOR WALL R VALUE = 0.45 d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP N 8" P.CONC. FNDN. WALL ON TOP OF WALL TYPE 1 10 P.CONC. 9' H. R - 10 R - 1O FIG. R301.2(4)).WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE W/SEC. R301.2.1.4. \ FLOOR "R"VALUE = 0.45 A CONT. FOOTING. e.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE W/THE SEISMIC DESIGN CATEGORY DET. FROM SEC. R301.2.2.1. USE LIVE LOAD ATTIC WITH LIMITED STORAGE: \ a WALL TYPE 2 2"X6"W.D.STUD R -21 R -21 2"X 6"WOOD STUD WALL WITH 1/2 CDX PLY WD. f. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE W/ (a) THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL g, h � c� 201 P.S.F. U TOTAL EXTERIOR WALL SQ.FT. = 5,548 SQ.FT. WALL TYPE 3 2"X4"W.D.STUD R - 15 R - 15 2"X 4"WOOD STUD WALL WITH 1/2" GYP. BD. FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MGMNT. OF FLOOD HAZ. AREAS), (b) �k THE DATE(S) OF THE CURRENTLY FIRM & FBFM, OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY, AS MAY BE AMEND. TOTAL WINDOW SQ.FT. = 607 SQ.FT. ROOF TYPE 2"X 12" DOUG FIR R -38 R -38 AF TIMBERLINE LIFETIME ROOF SHINGLE. ATTIC WITHOUT STORAGE: b 101 P.S.F. r g.IN ACCORDANCE W/SECTIONS 8905.2.7.1, 8905.4.3.1, 8905.5.3.1, 8905.6.3.1, 8905.7.3.1, & 8905.8.3.1, WHERE THERE HAS BEEN A l T� a U c��v TOTAL DOOR GLASS AREA = 300 SQ.FT. HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE W/ 1�1 FLOOR TYPE 1 3/4"X 11 7/8" R -21 R -21 1 3/4"X 11 7/8"TGI PRO. 550 F.J. @ 16" O.C. "YES". OTHERWISE, THE JURISDICTION SHALL FILL IN THIS PART"NO". DECKSe o : 40 P.S.F. FENESTRATION AREA = 907/5,548 X 100 = 16.4 WWR I. THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOF ARE GIVEN IN FIG. R301.2(5) rn CEILING TYPE 1 3/4"X 11 7/8" R-21 N/R 1 3/4"X 11 7/8"TGI PRO. 550 F.J. @16" O.C. FOR SITES AT ELEVATION UP TO 1,000 FEET. SITES AT ELEVATIONS ABOVE 1,000 FEET SHALL HAVE THEIR GROUND SNOW LOAD U cv TOTAL SQ.FT. AREA = 4,946 SQ.FT. EXTERIOR BALCONIES: 4" P.CONC.SLAB ON COMP. FILL INCREASED FROM THE MAPPIED VALUE BY 2 P.S.I. FOR EVERY 100 FEET ABOVE 1,000 FEET. 60 P.S.F. O M SLAB 4"P.CONC. R -912 R - 9,2 IW/W.W.M. 6 X 6 REINF. FIRE ESCAPES: 40 \P.S.F. ��\ MINIMUM EQUIPMENT PERFORMANCE AIR BARRIER & INSULATION INSTALLATION DESIGN CRITERIA GUARDRAILS AND HANDRAILS: d 2001 P.S.F. \E\\�E\ REF. TABLE 1609 .6.2. 1 r1 �E��, EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM \ / _ • f I �\�. Q GUARDRAILS IN FILL COMPONENTS. 50 P.S.F. PERFORMANCE TABLE 8402.4.1.1 �� , ,, MAIN WINDFORCE-(RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba a a 1'� OIL-FIRED STEAM AND DOE 10 CFR PART 430 PASSENGER VEHICLE GARAGES: 50 P.S.F. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALL. CRITERIA HORIZONTAL LOADS VERTICAL LOADS M031 HOT WATER BOILERS SUBPART B, APPENDIX N. AFUE 80%b'd WIND LOAD ROOF \300,000 BTU/H. A continuous air barrier shall be VELOCITY DIRECTION ANGLE ENDZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD ROOMS OTHER THAN SLEEPING ROOMS: 40 P.S.F. �E\ installed in the building envelope. The Air-permeable insulation shall not be INN \E\E OVERHANG GENERAL REQUIREMENTS exterior thermal envelope contains a used as a sealing material. WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR SLEEPING ROOMS: 301 P.S.F. continuous air barrier. Breaks or joints WALL ROOF WALL ROOF in the air barrier shall be sealed. ROOF ROOF ROOF ROOF ZONE ZONE STAIRS: 40c P.S.F. The air barrier in any dropped ceiling TRANSVERSE 30'<ANGLE< 45' 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 GENERAL FLOOR PLAN NOTES or insulation and asoffit shall any gaps in the air The insulation in any dropped ceiling aligned with the 120 23.7 ALL ANGLES 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 FOR SI: 1 POUND/ SQ. FT. = 0.0479 kPA, 1 SQ. IN. = 645 mm in CEILING/ATTIC barrier shall be sealed. Access open- and or soffit shall be aligned with the 1 POUND = 4.45 N. 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT ings, drop down stairs or knee wall air barrier. S.F. OF AREA SCALE DRAWINGS). doors to unconditioned attic spaces a. ELEVATED GARAGE FLOORS TO BE CAPABLE OF SUPPORT. shall be sealed. A 2,000 POUND LOAD APPLIED OVER 20 SQ. IN. AREA. 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT L.0 METAL CORNER REINFORCING. TAPE, FLOAT, AND SAND 3-COATS . The junction of the foundation and Cavities within corners and headers( ) b. APPLIES TO ATTIC SPACES MEETING THE REQUIREMENTS IN sill plate shall be sealed. of frame walls shall be insulated by OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 13. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", The junction of the top plate and the completely filling the cavity with a SECTION R802.4.1 FOR CONVENTIONAL CEILING JOIISTS ANDY FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0" RETURN ON exterior walls shall be sealed. material having a thermal resistance MINIMUM REO'D. WALLS Knee walls shall be sealed. of R-3 per inch minimum. Exterior MINIMUM PROPOSED SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE SQ.FT. OF NET GLAZED OPENABLE ARE THOSE WHERE THE MAXIMUM CLEAR HT. BETVWEEN JOISTS U ADJACENT WALLS &CEILING. MANUFACTURED LUMBER REQ. 2 LAYERS USE PROPOSED SLOPE HT./ SLOPE HT./ USE LITE/SQ.FT. VENT/SQ.FT. ° thermal envelope insulation for REQUIRED AREA AREA 9� AREA /o OF 5/8" FIRE RATED GYPSUM BOARD framed walls shall be installed in FURRED HT. FURRED HT. ° & RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE IS NOT } substantial contact and continuous TWO OR MORE ADJACENT TRUSSES W/THE SAME WEB4. ALL BATH/TOILET AREA WALLS AND CLG. ADJ. TO WET AREAS TO HAVE alignment with the air barrier. 1ST. FLOOR 1ST. FLOOR WATER RESISTANT GYP. BD., OR WALL TILE SET ON CONC. BD. OR APP. EQ. KITCHEN 70 SQ.FT. 417 SOTT. 6'-s" 7-6" N/R 10'_01, KITCHEN 70 SQ.FT. 141 SO.FT. 34% 62 SQ.FT. 15% CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42" WINDOWS, SKYLIGHTS The space between window/door HIGH BY 2 FT. WIDE, OR GREATER, LOCATED WITHIN THE PLANELU z & DOORS jambs and framing, and skylights and DINING RM. 70 SQ.FT. 293 SQ.FT. 6'-8" 7'-6" N/R ip1_O" DINING RM. 70 SQ.FT. 189 SQ.FT. 23% 176 SQ.FT. 21% OF THE TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE framing shall be sealed. GENERAL FRAMING NOTES GREAT 1 70 SQ.FT. 542 SQ.FT. 6'-8" T-6" N/R 10'-0" GREAT RM. 70 SO.FT. NEED NOT BE ASSUMED TO ACT CONCURRENTLY W/ANY RIM JOISTS Rim joists shall include the air barrier. Rim joists shall be insulated. z Q BATH #1 30 SQ.FT. 35 SQ.FT. 6'-s" 7'-6" N/R 10'-0" BATH #1 30 SQ.FT. 9 SQ.FT. 26% 4.5 SQ.FT. 13% OTHER LIVE LOAD REQUIREMENTS. Floor framing cavity insulation shall 1. ALL WALLS, 2"X4"AND 2"X6", TO BE STUD GRADE OF BETTER 16" O.C., be installed to mainain permanent LAUNDRY RM. 70 SO.FT. 128 SQ.FT. 6-8" 7'-6" N/R 10'-0" LAUNDRY RM. 70 SQ.FT. 25 SQ.FT. 20% 30 SQ.FT. 23.5% c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR UN- ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BETTER. contact with the underside of subfloor FOYER N/R 121 SQ.FT. 6'-8" 7'-6" N/R 10'-0" FOYER N/R 17 SQ.FT. 14°/ 21 SQ.FT. 14°/ FORMEDLY DISTRIBUTED L. L. OR 300 LB. CONCENTRATED Q� decking, or floor framing cavity. ° ° n 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY FLOORS (inc ludin above garage The air barrier shall be installed at Insulation shall be permitted to be in LOAD ACTING OVER AN AREA OF 4 SO." , WHICHEVER V♦1 andcant)evere floors) any exposed edge of insulation. contact with the top side of sheathing, BATH #2 30 SQ.FT. 37 SQ.FT. 5' 7'-6" N/R 10'-0" BATH #2 30 SQ.FT. 6 SQ.FT. 16% 3 SO.FT. 8% TO BE PRESSURE TREATED. PRODUCES THE GREATER STRESSES. or continuous insulation installed on 11J the underside of floor framing and STORAGE N/R 36 SQ.FT. 6'-8" 7'-6" N/R 10'-0" STORAGE N/R 10 SQ.FT. 28% 5 SQ.FT. 14% UJ 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR. extends from the bottom to the top of d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION Q JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. BATH #3 30 SQ.FT. 68 SO.FT. 5' 7'-6" N/R 1O'-0" BATH #3 30 SQ.FT. 10 SQ.FT. 15% 5 SQ.FT. 7.5% all perimeter floor framing members. AT ANY POINT ALONG THE TOP. 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0" O.C. STUDY 50 SQ.FT. 471 SQ.FT. 6'-8" 7'-6" N/R 1O'-0'1 STUDY 50 SQ.FT. 130 SQ.FT. 28% 91 SQ.FT. 19% B O FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. Exposed earth in covered w crawl Where provided instead of floor e. SEE SECTION R502,2,1 FOR DECKS ATTACHED TO EX. WALLS rr spaces shall be covered with a Class insulation, insulation shall be 11J CRAWL SPACE WALLS 2ND FLOOR 2ND FLOOR 5. FLOOR CONSTRUCTION: 3/4" T. &G. PLYWOOD SUBFLOOR. FINISHED I vapor retarder with overlapping permanently attached to the crawl- f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE � MATERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD joints taped. space walls. M. BEDROOM 70 SQ.FT. 328 SO.FT. 6-8" 7'-6" N/R 91_011 M. BEDROOM 70 SOFT. 107 SQ.FT. 33% 73 SO.FT. 23% HANDRAIL) BALUSTERS & PANEL FILLERS SHALL BE DESIGNED 0 TO FLOOR JOISTS. Duct shafts, utility penetrations, and BEDROOM #1 70 SQ.FT. 223 SQ.FT. 5' 7'-6" N/R 91_0BEDROOM #1 70 SQ.FT. 33 SQ.FT. 15% 17 SO.FT. 8% TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 6. ALL WINDOW AND DR. HDRS. TO BE MIN. (2) 2"X10" UNLESS OTHERWISE SHAFTS, PENETRATIONS flue shafts opening to exterior or SPECIFIED. ALL INT. HDRS. TO BE (2) 2"X10" UNLESS OTHERWISE unconditioned space shall be sealed. BEDROOM #2 70 SQ.FT. 245 SO.FT. 6'-8" 50 LB. ON AN AREA EQUAL TO 1 SQ. FT. THIS LOAD NEED NOT 7'-6" N/R 9'_011 BEDROOM #2 70 SQ.FT. 33 SQ.FT. 14% 17 SQ.FT. 7% 0 SPECIFIED. BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE Batts in narrow cavities shall be cut to M. BATH 30 SQ.FT. 172 SQ.FT. 5' 7'-6" N/R 9.-0 -1. M. BATH 30 SQ.FT. 40 SQ.FT. 23% 20 SQ.FT. 12% LOAD REQUIREMENTS. U 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. fit, or narrow cavities shall be filled by Q NARROW CAVITIES insulation that on installation readily M. CLOSET 1 N/R 42 SQ.FT. 5' 7'-6" N/R 91_U. M. CLOSET 1 N/R 5 SQ.FT. 12% 2 SQ.FT. 5% 8. ALL BMS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. conforms to the available cavity g. APPLIES TO ATTIC SPACES NOT MEETING THE _l space. M. CLOSET 2 N/R 42 SQ.FT. 6'-8" 7'-6" N/R 9'_0" M. CLOSET 2 N/R 5 SQ.FT. 12% 2 SQ.FT. 5% REQUIREMENTS FOR STORAGE PER FOOTNOTE b. SEE SECT. O 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. GARAGE SEPARATION Air sealing shall be provided between HALL/FOYER N/R 312 SQ.FT. N/R N/R N/R 9'_011 HALL/FOYER N/R 45 SQ. FT. 14% 23 SQ. FT. 7% SECTION R802.4.2 FOR CONVENTIONAL CEILING JOISTS AND T 10. TYPICAL EXTERIOR WALLS AND (ROOF TO BE SHEATHED WITH 1/2" EXT. the garage and conditioned spaces. SECTION R802.10.6 FOR TRUSSES. FOR ATTICS WITH LIMITED rr j GRADE PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. BATH #5 30 SQ.FT. 73 SQ.FT. 5' T-6" N/R 91_0.1 BATH #5 30 SQ.FT. 15 SQ.FT. 16% 7 SQ.FT. 8% STORAGE AND CONSTRUCTED W/TRUSSES, THIS L. L. NEED Recessed light fixtures installed in the Recessed light fixtures installed in the 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER. RECESSED LIGHTING building thermal envelope shall be building thermal envelope shall be air LINEN CLOS N/R 22 SQ.FT. 5' 7'-6" N/R 91_0'1 LINEN CLOSE N/R 5 SQ.FT. 23% 2 SQ.FT. 9% O ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM 0 sealed to the drywall. tight and IC rated. BATH #4 N/R 52 SQ.FT. 6-8" 7'-6" N/R 9._0" BATH #4 N/R 20 SQ. FT. 38% 10 SQ. FT. 19% CHORD OF NOT LESS THAN TWO ADJACENT TRUSSES W/ THE Batt insulation shall be cut neatly to GUEST BED. 70 SQ. FT. 287 SOTT. N/R N/R N/R 9'_0" GUEST BED. 70 SQ. FT. 86 SQ.FT. 30% 62 SQ.FT. 22% SAME WEB CONFIGURATION CONTAINING A RECTANGLE 42" GENERAL ELEVATION NOTES fit aound wiring and plumbing in (1067 MM) HIGH OR GREATER BY 2 FEET (610 MM) WIDE OR PLUMBING AND WIRING exterior walls, or insulation that on installation readily conforms to GREATER LOCATED WITHIN THE PLANE OF THE TRUSS. THE available space shall extend behind 1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS piping and wiring. ALLOWABLE DEFLECTION OF STRUCTURAL RECTANGLE SHALL FIT BETWEEN THE TOP OF THE BOTTOM BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS MEMBER - REF. TABLE 301 .7 CHORD AND TEH BOTTOM OF ANY OTHER TRUSS MEMBER, AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. The air barrier installed at exterior SHOWER/TUB walls adjacent to showers and tubs Exterior walls adjacent to showers & PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION & ON EXTERIOR WALL shall separate them from the showers tubs shall be insulated. ALLOWABLE 1 . THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY ROOF VENTS. and tubs. The air barrier shall be installed STRUCTURAL MEMBER DEFLECTION OR FRAMED OPENING IN ACCORDANCE WITH SECTION 807.1 ; 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. ELECTRICAL/PHONE BOX behind electrical or communication 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH < 2:12 ON-EXTERIOR WALLS boxes or air-sealed boxes shall be RAFTERS HAVING SLOPES GREATER THAN installed. ITH h. ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE GENERAL PLUMBING NOTES HVAC register boots that penetrate TO RAFTERS O FINISHED CEILING ATTACH. L/ 180 DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED HVAC register boots building thermal envelope shall be FOR SLEEPING ROOMS. sealed to the subfloor or drywall. INTERIOR WALLS AND PARTITIONS: H / 180 i. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ When required to be sealed, FLOORS AND PLASTER CEILINGS: L/360 SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4. THE ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. CONCEALED SPRINKLERS concealed fire sprinklers shall only be SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE 2. IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF sealed in manner that is recommended by the manufacturer. ALL OTHER STRUCTURAL MEMBERS: L/240 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING Caulking other adhesive sealants AND TO THE LOAD ON THE IN-FILL COMPONENTS. THESE PER ALL APPLICABLE CODES. shall not beBused to fill voids between EXTERIOR WALLS W/ PLASTER OR STUCCO LOADS SHALL BE DETERMINED INDEPENDENT OF ONE fire sprinkler cover plates and walls FINISH: H /360 or ceilings. ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH GENERAL HVAC SYSTEM NOTES EXTERIOR WALLS - WIND LOADS a WITH L/240 ANY OTHER LIVE LOAD. Q BRITTLE FINISHES: W 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL FLOORS, WALLS, AND CEILINGS FLOORS AND FOUNDATIONS EXTERIOR WALLS - WIND LOADS a WITH APPLICABLE CODES AND SAFETY REQUIREMENTS. L/ 120 OVER OUTSIDE AIR. FLEXIBLE FINISHES: 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND INSULATION INSUL. INSUL.R U-FACTOR OR AREA OR n REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. DESCRIPTION U-FACTOR X AREA = UA DESCRIPTION - UA ©� R-VALUE DEPTH FACTOR R-FACTOR X PERIMETER NOTE:L=SPAN LENGTH,H =SPAN HEIGHT. e �p�A f a. THE WIND LOAD SHALL BE PERMITTED TO BETAKEN AS 0.7 TIMES THE COMPONENT AND ` g i�+ .P 7 ti EL 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING CEILING R-38 0.31 2,176 SQ.FT. 674 BASEMENT WALL 2'-0" R-10 0.56 2,084 SO.FT. 1,167 CLADDING LOADS FOR THE PURPOSE PF DETERMINING THE DEFLECTION LIMITS HEREIN. y�+ i 7 % � W &SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT CRAWL SPACE 2'-0" R-19 0.56 -- N/A b. FOR CANTILEVER MEMBERS,"L"SHALL BEMAKENASTWICE THE LENGTH OFTHE CANTILEVER. SUPPLIER FOR FINAL REVIEW.AND APPROVAL. INTERIOR FLOOR R-38 0.31 2,450 Q. T.SF760y UNHEATED SLAB 4" 1 R-4.5 N/A 2.377 SQ.FT. N/A c. FOR ALUMINUM STRUCTURAL MEMBERS OF PANELS USED IN ROOFS OR WALL OF SUNROOM ! 1;g �+ ! Z EXTERIOR WALLS R-21 0.31 5,548 SQ.FT. 1,714 ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED IJ60.FOR SANDWICH PANELS USED IN ROOFS OR TOTAL AREA 13,354 SQ.FT. TOTAL PROPOSED"UA" 1,167 WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL NOT EMERGENCY ESCAPE/RESCUE OPENINGS EXCEED L/120. m SECT. R3101• 3 HEATING & COOLING 12 ��j� oW 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING CRITERIA ZONE 11B WALLS, WINDOWS, AND DOORS MINIMUM ROOF L. L. IN POUNDS/ SQ. FT. OF REQUIRED IN EVERY SLEEPING ROOM. DETACHED ONE FAMILY WALLS. INSULATION HORIZONTAL PROJECTION - REF. TABLE 301 .6 W 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR. DESCRIPTION R-VALUE U-FACTOR X AREA = UA O Q MODE: HEATING OR COOLING 0.14 fA LL3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET. WALL R-21 Uo=0.14 4337 SQ.FT. 774 TRIBUTARY LOADED NOTE: ROOF CEILING 0.031 CONTRACTOR TO NOTIFY THE ARCHITECT 0 4. MINIMUM OF 5.0 SQ. FT. REQUIRED FOR GRADE FLOOR OPENINGS. UNHEATED SLAB ON GRADE 4.5 WINDOW R= .3/SQ.FT. 0.35 712 SQ.FT. 250 AREA IN SQ. FT. FOR OF ANY AND ALL REVISIONS DUE TO FIELD D ANY STRUCT. MEMBER CONDITIONS, CLIENT,AND OR GENERAL � WINDOW WELL REQ. ALLOW FOR DR. OR WINDOW TO BE FULLY OPENED. N 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV. DOOR N/A 0.35 481 SQ.FT. 168 CONTRACTOR WHICH DIFFER FROM THE BASEMENT 0.1 ROOF SLOPE 0 - 200 200 201 - 600 OVER 600 CONSTRUCT. DRAWINGS/SPECIFICATIONS. TOTAL AREA 5530 SQ.FT. SCALE: CRAWL SPACECE WA WALLL 0.06 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" FLAT OR RISE LESS THAN 4" PER 20 16 12 N.T.S. (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). FOOT- (1:3) OFFICE SET 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH RISE 4" PER FOOT (1:3) TO LESS DWG. NAME: 16 14 12 EXCEEDS 44 INCHES. THAN 12" PER FOOT (1 :1) 8.21 . 17 ENERGY OOT (1:1) NOTES &2" PER F 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED RISE 1 12 12 12 CALCULATIONS IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS. AND GREATER 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES THESE DRAWINGS ARE INSTRUMENTS OF SERVICE ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, 2 &ARE THE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES&OR MODIFICATIONS DWG. NO.: TOOL OR EXCESSIVE FORCE. FOR SI: 1 SQ. FT. = 0.0929 m , 1 POUND PER SQ. FOOT = 0.0479 kPa. SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION 1 INCH PER FOOT = 83.3 mm/m. BY THE ARCHITECT.ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-5 NAILING SCHEDULE CONTINUED FROM TABLE 3.2A ROOF+1 FLOOR ROOF+2 FLOORS ROOF+3 FLOORS WALL HEIGHT 8' 10' B. 10' 8' 10' 1 8 'w PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST&PAPER ASSOCIATION) 11 NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT ` � W TOP PLATE TO WALL II OF ANY AND ALL REVISIONS DUE TO FIELD rT, 1 U NUMBER OF NUMBER OF ROOF PITCH RIDGE HEIGHT ADJUSTMENT FACTOR WALL 2 CONDITIONS, CLIENT,AND OR GENERAL W JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING II (FT) II II 8 WALL CONTRACTOR WHICH DIFFER FROM THE ROOF FRAMING O' (FLAT) 0.58 0.72 0.66 0.81 0.70 0.86 I CONSTRUCT. DRAWINGS/SPECIFICATIONS. u \ RAFTER TO TOP PLATE OE-NAILED)@16"O.C. (SEE TABLE 3.4A 56:12 5' 0.66 0.79 0.71 0.86 0.74 0.90 4 WALL 4 WALL (T ) (SEE TABLE 3.4A) PER RAFTER I L�11 z 10' 0.74 0.87 0.76 0.91 0.78 0.94 21111 O CEILING JOIST TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER JOIST 3 5' 0.72 0.86 0.75 0.90 0.77 0.93 \ r' CEILING JOIST TO PARALLEL RAFTER 10' 0.87 1.00 0.85 1.00 0.84 1.00 I 1 1 CLEARANCE OFFICE SET ° U (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP >6:12 L1 F D (FACE-NAILED) 15' 1.01 1.14 0.95 1.10 0.91 1.07 11 24 CLEARANCE 1 TOILET, BATH AND CEILING JOIST LAPS OVER PARTITIONS 20' 1.15 1.29 1.04 1.19 0.99 1.14 I I I I 21 ,N (FACE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP 3 8.21 . 17 1 IN FRONT OF O SHOWER SPACED z COLLAR TIE TO RAFTER(FACE-NAILED) (SEE TABLE 3.6) (SEE TABLE 3.6) PER TIE `L1 SARAN C E SCALE: 1'=1/2" z - I TOILET, BATH AND SHOWER SPACED U � BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-10D EACH END TABLE 3.213 BOTTOM PLATE TO FOUNDATION SCALE: 11=1/211 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE 00 RIM BOARD TO RAFTER(END-NAILED) 2-16D FRAMING 3-16D EACH END CONNECTIONS (ANCHOR BOLTS) RESISTING WALL &ARE THE PROPERTY OF THE ARCHITECT. NO N WALL FRAMING I I I REVISIONS,CHANGES&OR MODIFICATIONS C � r7-1 ( ) ' ' LATERAL AND SHEAR LOADS FROM WIND 9'VENT`¢ SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION y - TOP PLATE TO TOP PLATE FACE-NAILED 2-16D 2-16D PER FOOT 3•VENT 3'VENT 7VENT BY THE ARCHITECT.ANY REPRODUCTION IN PART 1 OR WHOLE IS STRICTLY PROHIBITED BY LAW � N TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D 5-16D JOINTS-EA.SIDE 1 I U EXPOSURE B. (PRESCRIPTIVE ALTERNATE TO TABLE 3.2) 1 1 a M STUD TO STUD(FACE-NAILED) 2-16D 2-16D 24"O.C. 1 1 HEADER TO HEADER(FACE-NAILED) 16D 16D 24"O.C. FOR EXPOSURES B &C AND ALL WIND SPEEDS TOP OR BOTTOM PLATE TO STUD MAXIMUM ANCHOR BOLT 1 (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD ANCHOR BOLT DIAMETER (IN.) ,- 1 (END-NAILED) SPACING (IN.)1.2.3,4 I - BHOWER J �� EXISTING PLUMBING ROUGHING 1 FIXTURES REMAIN. U M N_ 2-16D 3-16D PER FOOT 1 BOTTOM PLATE TO FLOOR JOIST, AILED) IST, \\ 1 ' \ 2 "� \\ / \ \ [tel O END JOIST,OR BLOCKING(FOE-NAILED) 1/2" 31 � r�-1, � ^" 00 FLOOR FRAMING 5/8' 48 I i 1 ,7 I 1 I I \1 \ (� N I 1 I 1 I 11/2- 1 1 yr 1 ,,rz ,,n^ V JOIST TO SILL,TOP PLATE OR GIRDER 4-80 4-1 OD PER JOIST 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. "may I 1 1 1 ,1rr I 1 M (TOE-NAILED) B.SINK 1 8.SINK B.81NK 1 1 � I 1 1 WAS FR D R B.SINK K.91N pW BRIDGING TO JOIST(FOE-NAILED) 2-8D 2-10D EACH END 2WHENA CHOR BOLLT SPACING SHALL NOT OEXCEED THE LESSER OF HE TABULATRESIST UPLIFT,LATERAL&SHEAR ED VALUES FOR MAXIMUMS,THE \\\ \\\ BLOCKING TO JOIST(TOE-NAILED) 2-80 2-10D EACH END UPLIFT LOADS(FABLE 3.2C)OR LATERAL AND SHEAR LOADS(TABLE 3.213). FOR OTHER ANCHOR BOLT LIMITATIONS,SEE SECTION 3.2.1.7 AND 3.2.2.3. BLOCKING TO SILL OR TOP PLATE OE-NAILED 3-16D 4-16D EACH BLOCK SECOND FLOOR \ \\\ (T ) \\ 3 ------------- -----------------------------2----- a.,-------- --- r \\\\\\\\ LEDGER STRIP TO BEAM(FACE-NAILED) 3-16D 4-16D EACH JOIST SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. FOR OTHER WALL SHEATHING TYPES,THE C O z ---- -----" TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE z z• 3'VENT 2 \ JOIST ON LEDGER TO BEAM OE-NAILED 3-8D 3-1 OD PER JOIST TABULATED ANCHOR BOLT SPACINGS SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE -- -- ---------------- ------ (T ) C.O. \\ ADJUSTMENT FACTOR IN TABLE 3.17D,BUT IN NO CASE SHALL ANCHOR BOLT SPACING EXCEED 3'VENT \\ 6 FEET ON CENTER. ;�' 1\\ \\ BAND JOIST TO JOIST(END-NAILED) 3-16D 4-16D PER JOIST � ) 1 f�)r�� pZ "ASM,\\ NEW PL MBING ROUGHING FIXT• REMOVE ALL EXISTING PLUMBING BAND JOIST TO SILL OR TOP PLATE OE-NAILED 2-16D' 3-16D PER FOOT 4LATERAL CONNECTIONS SHALL BE DESIGNED TO RESIST LOADS IN TABLE 3.5. IN PROP SED ADDITION. ROUGHING/FIXTURES N 1ST. FL. (T ROOF SHEATHING \�\ \ \ \\\\ WOOD STRUCTURAL PANELS 8D 10D SEE TABLE 3.1 O � � 11/2' � : \\CMN\\ DIAGONAL BOARD SHEATHING ,vz•,J TABLE 3.2C SILL OR BOTTOM PLATE TO FDN . 1"X 6"OR 1"X 8" 2-8D 2-1OD PER SUPPORT j 1"X 10"OR WIDER 3-8D 3-10D PER SUPPORT K.BIN DW1 �� NK wAs�ER CEILING SHEATHING CONNECTIONS (ANCHOR BOLTS) RESISTING 1 �- GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10"FIELD UPLIFT LOADS FROM WIND - EXPOSURE B � �'"° j a?' WALL SHEATHING FIRST FLOOR 1 r-I -I ��N � WOOD STRUCTURAL PANELS 8D 10D (PRESCRIPTIVE ALTERNATE TO TABLE 3.2) },r 2" 2• (SEE TABLE 3.11) C.O. N l �' ,r a• C.O. STRUCTURAL FIBERBOARD PANELS 700-YR. WIND SPEED 110 115 120 130 140 150 160 170 180 195 1/2" 11 GA.GALV. - 3"EDGE/6"FIELD 3 SECOND GUST (MPH) ROOFING NAIL TO APPROVED (0.120"X 1 1/2"L. SILL OR BTTM. PLATE TO C•'O• e' 4 SANITARY SYSTEM PLUMBING NOTES X 3/8"HEAD) FDN.ANCHOR BOLT- PL. FOUNDATION MAXIMUM ANCHOR BOLT SPACING (IN.) e• Y 25/32" 11 GA.GALV. - 3"EDGE/6"FIELD CONNECTION RESISTING SIZE SUPPORTING 1.2 1.PROVIDE MATERIALS FOR WATER SUPPLY AND DISTRIBUTION SYSTEMS 1 ROOFING NAIL 1/8'SLOPE PER 1' PLUMBING RISER DIAGRAM 1/8"SLOPE PER 1' PER TABLES:P2904.4.1,P2904.5,&P2904.6. V 0 (0.120"X 1 1/2"L. U END ZONES G.C.TO CHECK THAT EXISTING WATER SUPPLY IS COPPER'W. X 3/8"HEAD) a•TRAP GYPSUM WALLBOARD 50 COOLERS 5D COOLERS 7"EDGE/10"FIELD 1 -3 STORIES 72 71 57 43 35 30 27 24 22 20 N.T.S. VC TO BE SCMATERIALS O EDULE 40 ORR DRAINS, SB WASTE, RENTS PER TABLE P3002.1 &P3111.3 '- HARDBOARD 8D 8D (SEE TABLE 3.11) 2X4 INTERIOR ZONES PARTICLEBOARD PANELS 8D 8D (SEE MANUFACT.) W DIAGONAL BOARD SHEATHING l - 3STORIES 72 72 66 50 41 35 31 28 26 23 TABLE 3.4A RAFTER AND/ OR (CEILING JOIST TABLE 3.6 RIDGE CONNECTION z TABLE 3.9A RAFTER/CEILING JOIST HEEL 1"X6"OR1" ID 2-8D 2-10D PER SUPPORT UPLIFT LOADS TO TOP PLATE LATERAL AND SHEAR REQUIREMENTS FOR WIND (CONTINUED) JOINT CONNECTION REQUIEMENTS CONT'D z 1"X 10"OR WIDER 3-8D 3-10D PER SUPPORT 8' END ZONES ( ) FLOOR SHEATHING 1 - 3 STORIES 72 72 68 51 42 36 32 29 26 23 CONNECTION REQUIREMENTS - EXPOSURE B EXPOSURE B (DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 PSF O WOOD STRUCTURAL PANELS 2X6 VX 6"OR V X 8" 8D 10D 6"EDGE/12"FIELD INTERIOR ZONES 3EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP'SPLICES. 1"x 10"OR WIDER 10D 16D 6"EDGE/12"FIELD (PRESCRIPTIVE ALTERNATE TO TABLE 3.4) 700-YR. WIND SPEED 4TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL DIAGONAL BOARD SHEATHING 1 -3 STORIES 72 72 72 60 49 42 37 34 31 27 3 SECOND GUST MPH 110 115 120 130 140 150 160 170 180 195 WEIGHT OF THE CEILING ASSEMBLY. MM 1"X 6"OR 1"X 8" 2-8D 2-10D PER SUPPORT 700-YR.WIND SPEED ( ) LL 1"x 10"OR WIDER 3-8D 3-10D PER SUPPORT 1 3 SECOND GUST MPH 110 1 15 120 130 140 150 160 170 180 195 5 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. (MPH) ROOF PITCH ROOF SPAN REQUIRED CAPACITY OF RIDGE CONNECTION TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES W W z3a ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE.WHEN CEILING JOISTS OR RAFTER TIES I uj 2WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT,LATERAL&SHEAR LOADS,THE MAXIMUM RAFTER/CEILING JOIST WALL HEIGHT NUMBER OF 8D COMMON NAILS OR lOD BOX (�) (PLF) ARE LOCATED HIGHER IN THE ATTIC SPACE, NO ATTIC STORAGE IS ASSUMED,AND THIE ANCHOR BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR SPACING (IN.) (FT.) NAILS (TOENAILED) READ. IN EACH RAFTER & TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE �f UPLIFT LOADS(TABLE 3.2C)OR LATERAL AND SHEAR LOADS(TABLE 3.2B). FOR OTHER ANCHOR /OR CEILING JOIST TO TOP PLATE CONNECT. 12 65 77 88 1 l3 139 168 199 231 266 321 FOLLOWING FACTORS. �l BOLT LIMITATIONS,SEE SECTION 3.2.1.7 AND 3.2.2.3. ,z,3,a 1 6 87 l02 118 150 186 224 265 308 354 428 Q O 'NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. 8 2 2 2 2 3 3 3 3 3 3 20 109 128 147 188 232 280 331 385 443 536 CEILING HEIGHT/TOP ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. 12 10 2 2 2 2 3 3 3 3 3 3 4:12 24 1 31 153 1 76 226 279 336 397 463 532 643 PLATE-TO-ROOF RIDGE HEEL JOINT CONNECTION W FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.C.AT THE PANEL EDGE TO OBTAIN Hrr IGHER SHEAR 28 153 179 206 263 325 392 464 540 620 750 H, HEIGHT(H,/HR) ADJUSTMENT FACTORS rn CAPACITIES, NAILING REQUIREMENTS FOR STRUICTURAL MEMBERS SHALL BE DOUBLED,OR 8 2 2 2 3 3 3 3 3 3 3 32 174 204 235 301 372 448 530 617 709 857 0 ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. TABLE 3.3A4 5/8" ANCHOR BOLTS - FDN. SILL l6 10 2 2 2 3 3 3 3 3 3 4 36 196 230 264 338 ,418 504 599 694 797 , 964 1/2 1 O 1/3 1.50 ^ 2WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF PLATE CONNECTION RESISTING SHEAR 8 3 3 3 4 5 5 5 5 5 5 12 51 60 69 88 109 132 158 182 209 253 1/4 1.33 O SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 24 10 3 3 3 4 5 5 5 5 5 6 16 68 80 92 118 146 176 208 242 279 337 ;�o 1.20 0 LOADS FROM SEISMIC. (PRESCRIPTIVE ALTERNATE TO TABLE 3.3) 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 85 100 115 147 182 220 260 303 348 421 5:12 24 102 119 138 177 219 264 312 364 418 506 NOTE:LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 3/4 INCH a 2WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, WALL HEIGHT 8' 10' 28 119 139 161 206 255 308 364 424 488 590 WHEN RAFTER TIES ARE LOCATED ABOVE ONE-THIRD OF THE TOP PLATE-TO-ROOF RIDGE HEIGHT, 0 11 MINIMUM SDC A SDC B SDC C THE SUM OF THE TOENAILS IN THE RAFTER AND CEILING JOIST TOP PLATE TO 32 136 159 184 236 292 352 416 485 557 674 H OR WHEN H IS GREATER THAN 2 FEET AND MAY REQUIRE ADDITIONAL CONSIDERATION. TABLE 3.2A 5/8 ANCHOR BOLTS - SILL PLATE FOUNDATION BUILDING L/W L/W L/W SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS RIDGE HT. (FT.) ADJ. FACTOR 36 153 . 179 .207 265 . 328 396 468 545 627 758 ..I TO FOUNDATION CONNECTIONS RESISTING REQ'°. 10' 1.00 1.00 rn 0 SUPPORTING DIMENSIONS 1 1.5 2 2.5 3 1 1.5 2 12.5F3 1 1.5 2 2.5 3 3 15 1.15 1.25 12 48 55 63 81 99 119 141 164 188 227 V ♦/ TO AVOID SPLITTING,NO MORE THAN TWO TOENAILS SHALL BE 201 1.40 1.50 16 63 74 85 1 08 1 33 159 1 88 218 250 302 SHEAR LOADS FROM WIND* EXPOSURE B. w (FT.) NUMBER OF BOLTS REQUIRED'•z.3,,,e.B INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING JOIST TABLE 3. 1 O ROOF SHEATHING ATTACHMENT = WHEN FASTENED TOA 2X4 TOP PLATE OR 3 TOENAILS IN EA.SIDE 20 79 92 106 135 166 199 235 273 313 378 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6:12 24 95 111 127 162 199 239 282 327 376 453 REQUIRE. FOR WIND LOADS EXPOSURE B (PRESCRIPTIVE ALTERNATE TO TABLE 3.2) 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10',THE SHALL 28 111 129 148 188 232 279 329 382 438 529 rr 20 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 BE ADJUSTED AS FOLLOWS: 32 127 148 169 215 265 319 376 436 501 605 �� O THREE SECOND GUST 110 115 120 130 140 150 160 170 180 195 24 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 36 143 166 190 242 298 358 423 491 564 680 700-YR. WIND SPEED 110 115 120F130 1140 150 160 '170 180 195 U) 700-YR. WIND SPEED (MPH) 28 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 3 SECOND GUST (MPH) 32 1 1 1 17 - 1 1 2 27 - 2 2 2 37 - 12 49 55 62 76 94 112 132 153 179 211 BUILDING DIMENSION 5/8"ANCHOR BOLTS 36 1 1 1 1' - 1 2 2 27 - 2 2 3 37 - 16 65 73 82 102 125 149 176 204 233 281 RAFTER/ STRUCTURAL SHEATHING FOUNDATION PERPENDICULAR TO TABLE 3.5A TOP AND BOTTOM PLATE TO STUD TRUSS RAFTER/ 20 81 93 103 127 156 187 220 254 291 351 SUPPORTING NUMBER OF BOLTS REQUIRED 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 7:12- 12:12 24 98 110 123 153 187 224 263 305 350 421 SHEATHING FRAMING TRUSS E F E F E F E F E F E F E F E F E F E F SILL PLATE (FT.) IN SILL PLATE 1.2,3,4 16 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 LATERAL CONNECTIONS FOR WIND LOADS - 28 114 129 144 178 218 261 307 356 408 491 LOCATION SPECIFIC SPACING MAXIMUM NAIL SPACING FOR 8D COMMON NAILS 20 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 32 130 147 164 204 250 299 351 407 466 562 GRAVITY, G (INCHES) OR 10D BOX NAILS (INCHES, O.C.)- 24 2 2 2 2 2 2 3 3 3 4 24 1 1 1 1 2 1 2 2 2 2 2 2 3 3 3 EXPOSURE B (PRESCRIPTIVE ALTERNATE TO TABLE 3.5) 36 147 165 185 229 281 336 395 458 525 632 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 16 2 2 2 2 3 3 3 4 4 5 28 1 1 1 2 2 1 2 2 3 3 2 3 3 4 4 32 1 1 2 27 - 2 2 3 37 - 2 3 4 57 - 'TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR 0'49 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 126 12 6 12 20 2 2 3 3 3 4 4 5 5 6 36 1 2 2 2' - 2 3 3 3' - 3 4 4 57 - 700-YR. WIND SPEED 110 115 120 130 140 150 160F1701180 195 FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 19.2 6 12 6 12 6 12 6 12 6 126 12 6 12 6 12 6 12 6 12 3 SECOND GUST (MPH) INTERIOR 24 6 12 6 12 6 12 6 12 6 126 12 6 12 6 126 12 6 12 12 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 INTERIOR CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF ZONE 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 24 3 3 3 3 4 4 5 5 6 7 16 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 WALL HEIGHT NUMBER OF 16D COMMON NAILS OR 40D BOX ASSEMBLY DEAD LOAD OF 6 PSF(0.6 X 10 PSF -6 PSF) STUD SPACING (IN.) (FT.) NAILS PER STUD,TO PLATE CONNECTION.'.2 0.42 16 6 126 126 12 6 126 126 126 12 6 126 126 12 28 3 3 3 4 4 5 6 6 7 8 20 1 1 7 1 2 1 2 2 2 3 2 2 3 3 4 3TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION 19.2 6 12 6 12 6 12 6 126 126 12 6 12 6 12 6 12 6 12 24 1 1 2 2 2 2 2 3 3 3 2 3 4 4 5 8 2 2 2 2 2 2 2 2 2 2 SPACING, FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY THE TABULATED VALUES BY 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 32 3 4 4 4 5 6 6 7 8 9 28 1 2 2 2 2 2 3 3 4 4 3 4 4 5 6 10 2 2 2 2 2 2 2 2 2 2 THE APPROPRIATE MULTIPLIER BELOW: ROOF& 1 FLOOR 32 1 2 2 37 - 2 3 4 47 - 3 4 5 67 - 12 2 2 2 2 2 2 2 2 2 2 RIDGE CONNECTION SPACING (IN.) 12 16 19.2 2a a6 12 6 12 6 12 6 12 6 12 6 126 12 6 12 6 6 6 6 6 6 36 4 4 4 5 6 6 7 8 9 10 36 2 2 3 37 - 3 4 4 57 - 4 5 6 77 - 0.49 l6 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 12 14 2 2 2 2 2 2 2 2 2 3 MULTIPLIER 1.00 1.33 1.60 2.00 4.00 19.2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 40 4 4 5 5 6 7 8 9 10 1 1 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.3. 16 2 2 2 2 2 2 2 2 2 3 4FOR JACK RAFTER UPLIFT CONNECTION,USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER PERIMETER 24 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 18 2 2 2 2 2 2 2 2 3 3 LENGTH.THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. EDGE 50 5 5 6 7 8 9 10 11 12 14 2ANCHOR BOLTS SHALL BE UNIFORMLY DISTRIBUTED ALONG THE LENGTH OF THE SILL PLATE.SEE 20 2 2 2 2 2 2 2 3 3 3 ZONE 12 6 12 6 126 126 12 6 6 6 6 6 6 6 6 6 6 6 6 SECTION 3.2.1.7 FOR ANCHOR BOLT LIMITATIONS. 0.42 16 6 12 6 126 126 6 6 6 6 6 6 6 6 6 4 4 4 4 60 6 6 7 8 9 10 11 13 14 17 8 2 2 2 2 2 2 2 2 2 2 19.2 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 3 3 3SILL PLATES ARE ASSUMED TO BE TREATED SOUTHERN PINK. 10 2 2 2 2 2 2 2 2 2 3 70 7 7 8 9 10 12 13 15 17 20 12 2 2 2 2 2 2 2 2 3 3 24 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 3 3 3 3 4WAERE THE LATERAL FORCE RESISTING SYSTEM IS OTHER THAN WOOD STRUCTURAL PANEL SHEAR 16 14 2 2 2 2 2 2 2 3 3 3 TABLE 3.9A RAFTER/CEILING JOIST HEEL GABLE R RAKE L 0 49 - 6 6 6 6 6 6 6 6 4 4 80 7 8 9 1 O 12 13 1 5 17 19 22 WALLS THE NUMBER OF ANCHOR BOLT REQUIRED SHALL BE INCREASED BY MULTIPLYING BY 3.25. RAKE OR RAKE 16 2 2 2 2 2 2 3 3 3 4 TRUSS W/UP TO STHE NUMBER OF FOUNDATION SIL PLATE ANCHOR BOLTS CAN BE DETERMINED FOR OTHER LOAD 18 2 2 2 2 2 3 3 3 4 4 JOINT CONNECTION R EQ U I E M E NTS 1'RAKE OVERHANG 0.42 - 6 6 6 6 6 4 4 4 3 3 20 3 3 4 4 5 5 6 7 7 9 CASES BY MULTIPLYING BY THE APPROPRIATE ADJUST. FACTOR GIVEN IN THE FOOTNOTE 3.3A. 20 2 2 2 2 2 3 3 3 4 5 (PRESCRIPTIVE ALTERNATE TO TABLE 3.9) SHEATHING RAFTER/TRUSS MINIMUM NUMBER OF 8D COMMON NAILS 24 4 4 4 5 6 6 7 8 9 10 6EFFECTIVE SEISMIC WEIGHT USED TO DETERMINE FOUNDATION SILL PLATE ANCHORAGE LOAD 8 2 2 2 2 2 2 2 3 3 3 SIZE SPACING(IN.O.C.) PER SUPPORT Q INCLUDES 20'/OF GROUND SNOW LOAD WHERE THE GROUND SNOW LOAD EXCEEDS 30 P.S.F.SDa ROOF LIVE LOAD GROUND SNOW LOAD W 28 4 4 5 6 6 7 8 9 10 12 USED FOR SDC A, B,C, D,D,AND D ARE AS FOLLOWS:S 0.17 FOR SDC A,0.33 FOR SDC B,0.5 10 2 2 2 2 2 2 3 3 3 4 1X6 OR 1X8 12-19.2 2 2 2 2 2 2 2 2 2 2 o , 2 Ds= 12 2 2 2 2 2 3 3 4 4 5 20 PSF 30 PSF 50 PSF 70 PSF ] FOR SDC C,0.76 FOR SDC Do.0.83 FOR SDC D1, 1.17 FOR SDC D2. 1 X10 OR LARGER 12-19.2 3 3 3 3 3 3 3 3 3 3 � 32 5 5 5 6 7 8 9 10 12 14 16 14 2 2 2 2 3 3 4 4 4 5 ROOF SPAN (FT.) (n 7THE NUMBEROF FOUNDATION SILL PLATE ANCHOR BOLTS IS BASES ON A BUILDING LENGTH, L 16 2 2 2 3 3 3 4 4 5 6 12 24 36 12 24 36 12 24 36 12 24 36 E= NAIL SPACING AT PANEL EDGES F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN PNL.FIELD(IN.) ROOF 36 5 6 6 7 8 9 10 12 13 15 EQUAL TO 80 FEET. 18 2 2 2 3 3 4 4 5 5 6 1 FOR ROOF SHEATH.W/IN 4'OF THE PERIMETER EDGE OF ROOF, INCL.4'ON EA.SIDE OF ROOF PEAK, 20 2 2 3 3 4 4 5 5 6 7 RAFTER RAFTER REQUIRED NUMBER OF 16D COMMON OR THE W PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 2 FOR WIND SPEEDS> &2 FLOORS SLOPE SPACING(IN.) 40D BOX NAILS PER HEEL JOINT CONNECTION THAN 130 MPH,BLOCK. IS REQ.WHICH TRANS. SHEAR LOAD TO TO 2 ADDITIONAL JOISTS(3 JOIST TOT.) LLI 40 6 6 7 8 9 10 12 13 14 17 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.5. 12 3 5 8 3 6 9 5 9 13 6 12 17 50 7 8 8 10 11 13 14 16 18 21 TABLE 3.36 BOTTOM PLATE TO FOUNDATION 2 16 4 7 10 4 8 12 6 12 17 8 15 23 TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE 3:12 y 9.2 4 8 12 5 10 14 7 14 21 9 l8 27 � 60 8 9 10 11 13 15 17 19 21 25 MULTIPLIED BY 0.92 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORNERS. CONNECTIONS (ANCHOR BOLTS) RESISTING 24 5 10 15 6 12 18 9 17 26 12 23 34 �- TABLE 3. 11 WALL SHEATHING AND CLADDING z o 70 l0 l0 11 13 15 17 20 22 25 29 SHEAR FROM SEISMIC. 12 3 4 6 3 5 7 4 7 10 5 9 13 W J 16 3 5 8 3 6 9 5 9 13 6 12 17 ATTACHMENT FOR WIND LOADS 19.2 3 6 9 4 7 11 6 11 16 7 14 21 EXPOSURE B L) mW 80 1 l 12 13 15 17 20 23 25 28 33 4:12 J ] 28 5 6 6 7 8 10 11 12 14 16 TABLE 3.6 RIDGE CONNECTION 24 4 8 11 5 9 13 7 13 19 9 17 26 H> H>>_ 32 6 7 7 8 10 1 l 12 14 15 18 FOR SEISMIC DESIGN CATEGORIES A, B, C, Do, D„ &D2 12 3 3 5 3 4 6 3 6 8 4 7 1 l 700-YR. WIND SPEED Q W Q W MAXIMUM ANCHOR BOLT REQUIREMENTS FOR WIND 5:12 16 3 4 6 3 5 7 4 7 11 5 9 14 3 SECOND GUST (MPH) 110 115 120 130 140 150 160 170 180 195 W Ir W ir 36 7 7 8 9 Ill 12 14 15 17 20 ANCHOR BOLT DIAMETER (IN.) SPACING (IN.)1.2 19.2 3 5 7 3 6 9 5 9 13 6 11 17 ]fr ]cr EXPOSURE B (DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 PSF) 24 3 6 9 4 7 11 6 11 16 7 14 21 STRUCTURAL SHEATHING cn 0 0 0 40 7 8 9 10 12 13 15 17 19 22 1/2" 67 E F E F E F E F E F E F E F E F E F E F �L- 0L- ROOF&3 FLOORS 12 3 3 4 3 3 4 3 4 6 3 5 8 50 9 10 11 13 15 17 19 21 24 28 5/811 72 700-YR. WIND SPEED 110 115 120 130 140 150 160 170 180 195 7:12 16 3 3 5 3 4 5 3 5 8 4 7 10 SHEATHING STUD SPACING MAXIMUM NAIL SPACING FOR 8D COMMON NAILS D O r y 3 SECOND GUST (MPH) 19.2 3 4 5 3 4 6 3 6 9 4 8 12 LOCATION' (INCHES O.C.) OR 10D BOX NAILS (INCHES, O.C.)-.- W 60 1 1 12 13 15 17 20 23 25 28 33 TABULATED ANCHOR BOLT SPACINGS ASSUME SHEAR WALL ARE SHEATHED IN ACCORDANCE WITH 24 3 5 7 3 5 8 4 8 11 5 10 15 ] o r SECTION 3.4.4.2.FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS ROOF SPAN REQUIRED CAPACITY OF RIDGE CONNECTION (A r N 70 13 14 15 17 20 23 26 30 33 39 ROOF PITCH 12 6�12 6 �12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 SHALL BE MULTIPLYED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE (FT.) (PLF'•2.3�a 12 3 3 3 3 3 3 3 3 5 3 4 6 � rr- CO INTERIOR ZONE 16 612612612612612612612612612612 3.17D.FOR ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.7. 16 3 3 4 3 3 4 3 4 6 3 5 7 9:12 24 6126126126126126126126 6 6 6 6 6 80 14 16 17 20 23 26 30 34 38 44 12 77 91 105 136 169 205 243 284 327 397 19.2 3 3 4 3 4 5 3 5 7 3 6 9 SCALE: 2WALL BOTTOM PLATES ARE ASSUMED TO BE TREATED SOUTHERN PINE. 16 103 121 141 182 226 274 325 379 436 529 24 3 4 5 3 4 6 3 6 9 4 8 12 PERIMETER 12 612612612612612612612612612612 ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION 20 128 152 176 227 282 342 406 473 545 661 N.T.S. EDGEZONE 16 6126126126126126126126126126 6 DESIGN PER SECTION 1.1.4. 3:12 24 154 182 211 272 339 410 487 568 654 793 12 3 3 3 3 3 3 3 3 4 3 3 5 24 6 12 6 12 6 12 6 12 6 1216 12 6 6 6 616161616 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. 28 180 212 246 318 395 479 568 663 763 925 12:12 16 3 3 3 3 3 3 3 3 5 3 4 6DWG. NAME: 32 206 243 281 363 452 547 649 758 873 1057 19.2 3 3 3 3 3 4 3 4 6 3 5 7 BOARD SHEATHING OR LAP S'4DING 2ANCHOR BOLTS SHALL BE UNIFORMLY DISTRIBUTED ALONG THE LENGTH OF THE SILL PLATE. 36 231 273 316 409 508 616 730 852 982 1 190 24 3 3 4 3 3 5 3 5 7 3 6 9 NAILING FOR ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.7. SHEATHING RAFTER/TRUSS MINIMUM NUMBER OF 8D COMMON NAILS y SIZE SPACING (IN. O.C.) OR 10D BOX NAILS PER SUPPORT SCHEDULE/ 3SILL PLATES ARE ASSUMED TO BE TREATED SOUTHERN PINE. HEEL JOINT CONNECTION ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BYA LOAD PLUMBING (CONTINUED IN NEXT COLUMN) BEARING WALL, HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. lX6 OR 1X8 12-24 2 2 2 2 2 2 2 2 2 2 4TABULATED SHEAR CAPACITY IS TABULATED BASED UPON A 10 FT. HEIGHT AND 10 FT.TOP PLATE 2 1X10 OR LARGER 12-24 3 3 3 3 3 3 3 3 3 3 RISER DIAGRAM /7 WHEN THE INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTIVAL STRUTS OR TO RIDGE HEIGHT. FOR OTHER CONDITIONS, MULTIPLY VALUE BY THE FOLLOWING CHART: PURLINS TO A LOADBEARING WALL,THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS E = NAIL SPACING AT PANEL EDGES F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN PNL.FIELD(IN.) DWG. NO.: SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION OF THE SPAN. 1 FOR WALL SHEATHING WITHIN W OF THE CORNERS,THE 4'EDGE ZONE ATTACH. REQ.SHALL BE USED. (CONTINUED IN NEXT COLUMN) 2 TABULATED NAIL SPACING ASSUMES SHEATH.ATTACH.TO STUD FRAME. MEMBERS W/0.42<g<0.49. 3 FOR EXT.PNL.SIDING,GALV. BOX NAILS SHALL BE PERMITTED SUBSTITUTION FOR COMMON NAILS. A-6 W ` U W ' � 5 � z � o � U Q , � N � z DN. O -1 84 Oz \ �N a M DN. U M N \ 0 00 II i oen en \��E��\ \, ��dMAN OT% - - - - - - - -- _--_ _ - - - - - - - - - - - - - - - - - - - - - - - �- � \ -------------- \\\\\\\\ _ -- --- — — — — — — — — — — — - — — — — — — — — — — — — — — - - - — — .. . ,� ,.�. 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