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��O�OS�FFUt c yN Town of Southold 3/3/2022 4 P.O.Box 1179 C* 53095 Main Rd Southold,New York 11971 SOI -1 ds CERTIFICATE OF OCCUPANCY No: 42877 Date: 3/3/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Off East End Rd,Fishers Island SCTM#: 473889 Sec/Block/Lot: 3.-2-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/12/2019 ' pursuant to which Building Permit No. 44566 dated 1/2/2020 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: alterations and additions, including covered porch, screened porch, deck and outdoor shower,to an existing single family dwelling as applied for. The certificate is issued to Callander,Clark&Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44566 2/25/2021 PLUMBERS CERTIFICATION DATED Authors ed Signature o�SUFF=sof TOWN OF SOUTHOLD o g BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE 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#: 44566 Date: 1/2/2020 Permission is hereby granted to: Chocomount Cv Ptnrs LLC 2815 Scott St San Francisco, CA 94123 To: make additions and alterations to an existing single family dwelling as applied for per DEC and Trustee approvals with flood permit and certification. At premises located at: Off East End Rd, Fishers Island SCTM #473889 Sec/Block/Lot# 3.-2-6 Pursuant to application dated 12/6/2019 and approved by the Building Inspector. To expire on 7/3/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,324.40 Flood Permit $100.00 CO-ADDITION TO DWELLING $50.00 ELECTRIC $185.00 Total: $1,659.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: \/ (check one) Location of Property: � 'L1y�� P.4%-r MMklhc T�0&b F.zHei2S =SL1%1.4j My 0(f3q o House No. Street Hamlet Owner or Owners of Property: G\\oG 0 wL-ot4y.L Vt POA LLC- Suffolk County Tax Map No 1000, Section 3 Block 2 Lot Subdivisionr/_/ Filed Map. Lot: Permit No. I H 6�O Date of Permit. Applicant: H. P. Qro orh A 0qA e_W✓Q�► �,xnL Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 6 2 Appli a Signature oF so�ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.richertltown.southold.ny.us Southold,NY 11971-0959 .r i0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Chocomount Cv Partners LLC (Thotomount) Address: Off East End Rd (12244 East Main Rd) City: Fishers Island St: New York Zip: 6390 Building Permit#: 44566 Section: 3 Block: 2 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Connected Systems License No: 31886-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition, X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 43 Ceiling Fixtures 23 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures Smoke Detectors 8 Main Panel A/C Condenser 1 Single Recpt 4 Recessed Fixtures 1 CO Detectors 2 Sub Panel 100a A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt20a Emergency Fixtures Time Clocks Disconnect Switches 70 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 3-paddle fans, 6-bath fans, 1-30a steam unit, 19 combination GFCI /ARC fault circuit breakers Notes: Inspector Signature: Date: February 25 2021 81-Cert Electrical Compliance Form.xls U✓ OF SOUIh° 1 # TOWN OF SOUTHOLD BUILDING DEPT. courm 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/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: DATE INSPECTOR OF SOOT ---------- yolo # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 .. INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. 7-FO-FOUNDATION 2ND [ ] -INSULATION/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: Sf - DATE INSPECTOR �T �aOF SOpIyO �# TOWN OF SOUTHOLD BUILDING DEPT. too °�ycouur+,��' 765-1802 INSPECTI.ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2N [ ] INSULATION/CAULKING [ FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR a6f SOUTb, / * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- 0'FOUNDATION 1ST [ O GH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [�RAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]--FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R MARKS: Dom. Ao, DATE INSPECTOR �w OF SopT�o ti �o - * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN 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: 0-1 OF cF /1-� 44�49�� DATE -INSPECTOR pF SOUIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 Cp 4' - _: vC J NSPECTI,CN [ ] -FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND ' [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION `[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE '�/� INSPECTOR J7, # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/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: A 6- D 1 , DATE Ol8 1 INSPECTOR . x ENERGY EFFICIENCY CERTIFICATE PERMIT#44566 m 0 M Address: 12244 East Main Road it City: Fishers Island State: NY zip Code: 06390 c a� Residentialtomplianee Patti {Only one shall apply) Prescriptive R ❑ Prescriptive UA Nf t. . Prescriptive U ❑ Performance ❑ APR 1 3 2021 f ERI ❑ Index: i Componerit Values ;, N E Cf) Ceiling R or U-value: R-49 Meets Code k i Wood Frame Wall R or U-value: . R-21 Meets Code a; 4- Mass Mass Wall R or U-value: N/A o Floor R or U-value: R-25 Meets Code Basement Wall R-value: N/A Slab R-value: N/A Depth:,. N/A CravA Space 11-value, N/A a Windows-3'4- 26 E C' Fenestration U-Factor:Fr. Doors. .33 SHGC: .20 Skylight U-Factor: .43 ro Ducts Outside of L Thermal Envelope R value: Supply R-8 19' Other R-6 td(actually ductwork R-a) a� Building Envelope Air Leakage: 2.19 Air Changes per Hour. 50 PASS ;v a Duct System Air Leakage: 2.5/2.2 CFM per 100 ft=: 10/12 PASS Rough In Testing: O Post Construction Testing: 6( Heating System Efficiency: Radiant Hydronic Floor Heat-17.5 EER/Boiler-Existing Cooling System Efficiency: Condensers- 17 SEER/Air Handlers-17.3 SEER o c Water Heating Efficiency: Existing c Gas Fired Unvented u N Room Heater: O C o 0 2 Electric Furnace: O _1 E Baseboard Electric Heat: ❑ 2 L0 m E a w _ J_ This Certif tate is based upon 2015 International Codes, as Amended by the 2017 Uniform Cade Supplement. o This Certificate shall be posted on or in the electrical distribution panel. -M 4-1 L Q1 C I i D E C E fl IVi E OCT 18 2021 �4AR�� � r BUILDING ' � p TOWN OF SODEPT UTHOLD O ^r � �1gND sti�`� FEMA NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE AND INSTRUCTIONS 2019 EDITION OMB No. 1660-0008 Expiration Date: November 30,2022 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS Paperwork Reduction Act Notice Public reporting burden for this data collection is estimated to average 3.75 hours per response.The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 500 C Street SW, Washington, DC 20742, Paperwork Reduction Project(1660-0008). NOTE: Do not send your completed form to this address. Privacy Act Statement Authority:Title 44 CFR§61.7 and 61.8. Principal Purpose(s): This information is being collected for the primary purpose of estimating the risk premium rates necessary to provide flood insurance for new or substantially improved structures in designated Special Flood Hazard Areas. Routine Use(s):The information on this form may be disclosed as generally permitted under 5 U.S.C. §552a(b)of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/ FEMA-003—National Flood Insurance Program Files System or Records Notice 73 Fed. Reg. 77747 (December 19, 2008); DHS/ FEMA/NFIP/LOMA-1 —National Flood Insurance Program (NFIP) Letter of Map Amendment(LOMA)System of Records Notice 71 Fed. Reg. 7990(February 15,2006); and upon written request,written consent, by agreement,or as required by law. Disclosure: The disclosure of information on this form is voluntary; however, failure to provide the information requested may result in the inability to obtain flood insurance through the National Flood Insurance Program or the applicant may be subject to higher premium rates for flood insurance. Information will only be released as permitted by law. Purpose of the Elevation Certificate The Elevation Certificate is an important administrative tool of the National Flood Insurance Program (NFIP). It is to be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances, to determine the proper insurance premium rate, and to support a request for a Letter of Map Amendment (LOMA) or Letter of Map Revision based on fill(LOMR-F). The Elevation Certificate is required in order to properly rate Post-FIRM buildings,which are buildings constructed after publication of the Flood Insurance Rate Map (FIRM), located in flood insurance Zones Al—A30, AE, AH, A(with BFE), VE, V1—V30, V (with BFE),AR,AR/A,AR/AE,AR/Al—A30,AR/AH, and AR/AO. The Elevation Certificate is not required for Pre-FIRM buildings unless the building is being rated under the optional Post-FIRM flood insurance rules. As part of the agreement for making flood insurance available in a community,the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses. One such requirement is for the community to obtain the elevation of the lowest floor (including basement) of all new and substantially improved buildings, and maintain a record of such information.The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement. Only a LOMA or LOMR-F from the Federal Emergency Management Agency (FEMA)can amend the FIRM and remove the Federal mandate for a lending institution to require the purchase of flood insurance. However, the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA.The Elevation Certificate may be used to support a LOMA or LOMR-F request. Lowest floor and lowest adjacent grade elevations certified by a surveyor or engineer will be required if the certificate is used to support a LOMA or LOMR-F request. A LOMA or LOMR-F request must be submitted with either a completed FEMA MT-EZ or MT-1 package,whichever is appropriate. This certificate is used only to certify building elevations.A separate certificate is required for floodproofrng. Under the NFIP, non- residential buildings can be floodproofed up to or above the Base Flood Elevation (BFE).A floodproofed building is a building that has been designed and constructed to be watertight (substantially impermeable to floodwaters) below the BFE. Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements. The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception. For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA, a floodproofrng certificate is required. Additional guidance can be found in FEMA Publication 467-1, Floodplain Management Bulletin: Elevation Certificate, available on FEMA's website at https://www.fema.gov/media-library/assets/documents/3539?id=1727. FEMA Form 086-0-33(12/19) Replaces all previous editions. F-053 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency 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: Clark Callander and Elizabeth Callander A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 12244 East Main Road City State ZIP Code Fishers Island New York 06390 A3. Property Description (Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Suffolk County Tax Map 1000, Section 3, Block 2, Lot 6-Fishers Island Development Block 19 Lot 7 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 41' 16'48.14"N Long. 71'58'28.64"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 9 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1333.20 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 8 c) Total net area of flood openings in A8.b 1600.00 sq in d Engineered flood openings? ❑ Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A 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 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 36103CO038 H 05-04-1998 09-25-2009 AE 9 B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in Item 139: ❑ FIS Profile x❑ FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 FA] 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 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: 12244 East Main Road City State ZIP Code Company NAIC Number Fishers Island New York 06390 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,ARAE,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: LX0199 Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 0 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) 8.66 FA] feet ❑ meters b) Top of the next higher floor 12.12 0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑ feet ❑ meters d) Attached garage(top of slab) N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 10.37 0 feet ❑ meters f) Lowest adjacent(finished)grade next to building (LAG) 8.85 Q feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 10.52 Q feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 8.91 Q 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. I certify that the information on this Certificate represents my best efforts to interpret the data available. I 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? X❑Yes ❑No ❑Check here if attachments. Certifier's Name License Number Craig Bigger 51075o PN c y0� Title NG. Senior Surveyor, Partner CO e Company Name :� S CHA Consulting Address �� �- -s' ��0 33 Wilbur Cross Way,Suite 105 0,5 J City State ZIP Code AN Mansfield Connecticut 06268 Signature Date Telephone Ext. 10-06-2021 (860)885-1055 2123 Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. Comments (including type of equipment and location, per C2(e), if applicable) This certificate only covers the recent addition added to the existing residence. The 8 flood vents are Smart Vent model 1540-520 providing 200 sq.ft.of coverage totaling 1,600 sq.ft. of coverage. See attached ICC-ES Evaluation Report.2 Additional air vents are present within one foot of existing grade that appear to be manually operated. C2.e-Is the bottom of the air handling unit located in the crawl space.The units electrical system has been sealed to an elevation of 11.0 All other mechanicals are located in the existing residence. 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: 12244 East Main Road City State ZIP Code Company NAIC Number Fishers Island New York 06390 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: 12244 East Main Road City State ZIP Code Company NAIC Number Fishers Island New York 06390 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: 12244 East Main Road City State ZIP Code Company NAIC Number Fishers Island New York 06390 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. t .. -mow ,41 Photo One Photo One Caption Front of Addition Clear Photo One .. �, ,.� Photo Two Photo Two Caption Side of Addition 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: 12244 East Main Road City State ZIP Code Company NAIC Number Fishers Island New York 06390 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. r Photo Three Photo Three Caption Rear of Addition Clear Photo Three ., _ . � C 117TTT Jr -' ' ...^• x- * •' .i � { =/.. t�s. �. +'��'� ,t om. ) .f' "411 r `'1��' T Z Af, 1 Photo Four Photo Four Caption Air Vent(Left Picture)Flood Vent(Right Picture) Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 Most Widely Accepted and Trusted EICC EVALUATION SERVICE ESR-2074 Evaluation Report - Revised 04/2021 ICC-ES 1 : 11 699-0543 • .• 02/2023. DIVISION: 08 00 00—OPENINGS SECTION: 08 95 43—VENTS/FOUNDATION FLOOD VENTS REPORT HOLDER: SMART VENT PRODUCTS, INC. EVALUATION SUBJECT: SMART VENT° AUTOMATIC FOUNDATION FLOOD VENTS: MODELS #1540-520; #1540-521; #1540-510; #1540-511; #1540-570; #1540-574; #1540-524; #1540-514 FLOOD VENT SEALING KIT #1540-526 ICC ICC ICC PMG LISTED \� "2014 Recipient of Prestigious Western States Seismic Policy Council 0E� (WSSPCJ Award in Excellence" A Subsidiary of CODECOUNCir ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to an product covered b the report. IS Ce"J 1fiw p Y p Y P Product Cendiralion Body 01000 Copyright 0 2021 ICC Evaluation Service, LLC. All rights reserved. ESCCEVALUATION ICC-ES Evaluation Report ESR-2074 Reissued February 2029 Revised April 2021 This report is subject to renewal February 2023. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 08 00 00—OPENINGS fabricated from stainless steel. Smart Vent® Automatic Section: 08 95 43—Vents/Foundation Flood Vents Foundation Flood Vents are available in various models and sizes as described in Table 1. The SmartVENT°Stacking REPORT HOLDER: Model#1540-511 and FloodVENT®Stacking Model#1540- 521 units each contain two vertically arranged openings per SMART VENT PRODUCTS, INC. unit. EVALUATION SUBJECT: 3.2 Engineered Opening: The FVs comply with the design principle noted in Section SMART VENT'AUTOMATIC FOUNDATION FLOOD 2.7.2.2 and Section 2.7.3 of ASCE/SEI 24-14 [Section VENTS:MODELS#1540-520;#1540-521;#1540-510;#1540- 2.6.2.2 of ASCE/SEI 24-05(2012,2009,2006 IBC and IRC)] 511;#1540-570;#1540-574;#1540-524;#1540-514 for a maximum rate of rise and fall of 5.0 feet per hour FLOOD VENT SEALING KIT#1540-526 (0.423 mm/s). In order to comply with the engineered opening requirement of ASCE/SEI 24,Smart Vent FVs must 1.0 EVALUATION SCOPE be installed in accordance with Section 4.0. Compliance with the following codes: 3.3 Ventilation: ■ 2021, 2018, 2015, 2012, 2009 and 2006 International The SmartVENT® Model #1540-510 and SmartVENT® Building Code°(IBC) Overhead Door Model#1540-514 both have screen covers ■ 2021, 2018, 2015, 2012, 2009 and 2006 International with 1/4-inch-by-1/4-inch (6.35 by 6.35 mm) openings, Residential Code°(IRC) yielding 51 square inches (32 903 mm2) of net free area to supply natural ventilation.The SmartVENT®Stacking Model ■ 2021, 2018 International Energy Conservation Code® #1540-511 consists of two Model #1540-510 units (IECC) in one assembly, and provides 102 square inches ■ 2013 Abu Dhabi International Building Code(ADIBC)t (65 806 mm2)of net free area to supply natural ventilation. tThe ADIBC is based on the 2009 IBOther FVs described in this report do not offer naturalC.2009 IBC code sections referenced ventilation. in this report are the same sections in the ADIBC. Properties evaluated: 3.4 Flood Vent Sealing Kit: ■ Physical operation The Flood Vent Sealing Kit Model #1540-526 is used with SmartVENT® Model #1540-520. It is a Homasote 440 ■ Water flow Sound Barrier®(ESR-1374)insertwith 21–2-inch-by-2-inch 2.0 USES (51 mm x 51 mm)squares cut in it. See Figure 4. The Smart Vent® units are engineered mechanically 4.0 DESIGN AND INSTALLATION operated flood vents(FVs)employed to equalize hydrostatic 4.1 SmartVENT®and FloodVENT°: pressure on walls of enclosures subject to rising or falling flood waters. Certain models also allow natural ventilation. SmartVENT°and FloodVENr are designed to be installed into walls or overhead doors of existing or new construction 3.0 DESCRIPTION from the exterior side. Installation of the vents must be in 3.1 General: accordance with the manufacturer's instructions, the applicable code and this report. Installation clips allow When subjected to rising water, the Smart Vent® FVs mounting in masonry and concrete walls of any thickness. internal floats are activated,then pivot open to allow flow in In order to comply with the engineered opening design either direction to equalize water level and hydrostatic principle noted in Section 2.7.2.2 and 2.7.3 of ASCE/SEI 24- pressure from one side of the foundation to the other. The 14 [Section 2.6.2.2 of ASCE/SEI 24-05 (2012, 2009, 2006 FV pivoting door is normally held in the closed position by a IBC and IRC)], the Smart Vent® FVs must be installed as buoyant release device.When subjected to rising water,the follows: buoyant release device causes the unit to unlatch, allowing the door to rotate out of the way and allow flow. The water ■ With a minimum of two openings on different sides of level stabilizes, equalizing the lateral forces. Each unit is each enclosed area. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as I to any finding or other matter in this report,or as to any product covered by the report. N w moe eounur .., Copyright©2021 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 5 ESR-2074 I Most WideiyAccepted and Trusted Page 2 of 5 ■ With a minimum of one FV for every 200 square 5.2 The Smart Vent®FVs must not be used in the place of feet (18.6 m2) of enclosed area, except that the "breakaway walls"in coastal high hazard areas,but are SmartVENr Stacking Model #1540-511 and permitted for use in conjunction with breakaway walls FloodVENT° Stacking Model #1540-521 must be in other areas. installed with a minimum of one FV for every 6.0 EVIDENCE SUBMITTED 400 square feet(37.2 m2)of enclosed area. ■ Below the base flood elevation. 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Mechanically Operated Flood Vents ■ With the bottom of the FV located a maximum of (AC364), dated August 2015 (editorially revised 12 inches(305.4 mm)above the higher of the final grade February 2021). or floor and finished exterior grade immediately under 6.2 Test report on air infiltration in accordance with ASTM each opening. E283. 4.2 Flood Vent Sealing Kit 7.0 IDENTIFICATION The Flood Vent Sealing Kit Model 1540-526 is used in 7,1 The Smart VENT®models and the Flood Vent Sealing conjunction with FloodVENT Model #1540-520. When Kit described in this report must be identified by a label installed and tested in accordance with ASTM E283,the FV bearing the manufacturer's name (Smartvent and Flood Vent Sealing Kit assembly have an air leakage Products, Inc.), the model number, and the evaluation rate of less than 0.2 cubic feet per minute per lineal foot report number(ESR-2074). (18.56 I/min per lineal meter) at a pressure differential of 1 pound per square foot(50 Pa)based on 12.58 lineal feet 7.2 The report holder's contact information is the following: (3.8 lineal meters)contained by the Flood Vent Sealing Kit. SMART VENT PRODUCTS, INC. 5.0 CONDITIONS OF USE 430 ANDBRO DRIVE, UNIT 1 The Smart Vent® FVs described in this report comply with, PITMAN, NEW JERSEY 08071 68 or are suitable alternatives to what is specified in, those www smart e codes listed in Section 1.0 of this report, subject to the www.smartvent.com i nfo(a)smartvent.com following conditions: . 5.1 The Smart Vent®FVs must be installed in accordance with this report, the applicable code and the manufacturer's installation instructions. In the event of a conflict,the instructions in this report govern. TABLE 1—MODEL SIZES MODEL NAME MODEL MODEL SIZE(in.) COVERAGE (sq.ft.) NUMBER FloodVENT® 1540-520 153/4"X 73/4" 200 SmartVENT® 1540-510 153/4"X 73/41, 200 FloodVENr Overhead Door 1540-524 153/4"X7 3/41, 200 SmartVENT®Overhead Door 1540-514 153/4"X 73/4" 200 Wood Wall FloodVENT® 1540-570 14"X 83/4" 200 Wood Wall FloodVENT®Overhead Door 1540-574 14"X 83/4" 200 SmartVENT®Stacker 1540-511 16"X 16" 400 FloodVent°Stacker 1540-521 16"X 16" 400 For SI: 1 inch=25.4 mm;1 square foot=mz FIGURE 1—SMART VENT:MODEL 1540-510 ESR-2074 I Most Widely Accepted and Trusted Page 3 of 5 V f FIGURE 2—SMART VENT MODEL 1540-520 i i i i FIGURE 3—SMART VENT: SHOWN WITH FLOOD DOOR PIVOTED OPEN ;di INTERIOR EXTERIOR FIGURE 4—FLOOD VENT SEALING KIT ICC-ES Evaluation Report ESR-2074 CBC and CRC Supplement Reissued February 2021 Revised April 2021 This report is subject to renewal February 2023. www.icc-es.orq 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: SMART VENT PRODUCTS, INC. EVALUATION SUBJECT: SMART VENT°AUTOMATIC FOUNDATION FLOOD VENTS:MODELS#1540-520;#1540-521;#1540-510;#1540-511;#1540- 570;#1540-574;#1540-524;#1540-514 FLOOD VENT SEALING KIT#1540-526 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Smart Vent°Automatic Foundation Flood Vents,described in ICC-ES evaluation report ESR-2074, have also been evaluated for compliance with codes noted below. Applicable code editions: ■ 2019 California Building Code(CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD)and Division of State Architect(DSA),see Sections 2.1.1 and 2.1.2 below. ■ 2019 California Residential Code(CRC) 2.0 CONCLUSIONS 2.1 CBC: The Smart Vent®Automatic Foundation Flood Vents,described in Sections 2.0 through 7.0 of the evaluation report ESR-2074, comply with 2019 CBC Chapter 12,provided the design and installation are in accordance with the 2018 International Building Code° (IBC) provisions noted in the evaluation report and the additional requirements of CBC Chapters 12 and 16 , as applicable. 2.1.1 OSHPD: The applicable OSHPD Sections and Chapters of the CBC are beyond the scope of this supplement. 2.1.2 DSA: The applicable DSA Sections and Chapters of the CBC are beyond the scope of this supplement. 2.2 CRC: The Smart Vent®Automatic Foundation Flood Vents,described in Sections 2.0 through 7.0 of the evaluation report ESR-2074, comply with the 2019 CRC, provided the design and installation are in accordance with the 2018 International Residential Code°(IRC)provisions noted in the evaluation report. This supplement expires concurrently with the evaluation report, reissued February 2021 and revised April 2021. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or anv other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright©2021 ICC Evaluation Service,LLC. All rights reserved. Page 4 of 5 ICC-ES Evaluation Report ESR-2074 FBC Supplement Reissued February 2021 Revised April 2021 This report is subject to renewal February 2023. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: SMART VENT PRODUCTS, INC. EVALUATION SUBJECT: SMART VENT AUTOMATIC FOUNDATION FLOOD VENTS:MODELS#1540-520;#1540-521;#1540-510;#1540211; #1540-570;#1540-574;#1540-524;#1540-514 FLOOD VENT SEALING KIT#1540.526 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Smart Vent°Automatic Foundation Flood Vents, described in ICC-ES evaluation report ESR-2074, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2020 Florida Building Code—Building ■ 2020 Florida Building Code—Residential 2.0 CONCLUSIONS The Smart Vents'Automatic Foundation Flood Vents, described in Sections 2.0 through 7.0 of the evaluation report ESR-2074, comply with the Florida Building Code—Building and the Florida Building Code-Residential,provided the design requirements are determined in accordance with the Florida Building Code-Building or the Florida Building Code-Residential, as applicable. The installation requirements noted in ICC-ES evaluation report ESR-2074 for 2018 International Building Code® meet the requirements of the Florida Building Code-Building or the Florida Building Code-Residential, as applicable. Use of the Smart Vent®Automatic Foundation Flood Vents has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential. For products falling under Florida Rule 61 G20-3,verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity(or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report, reissued February 2021 and revised April 2021. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or atry other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to ay finding or other matter in this report,or as to any product covered by the report. Copyright©2021 ICC Evaluation Service,LLC. All rights reserved. Page 5 of 5 Fishers Island Development Corporation % Box 604 1973 Fishers Island NY 06390 Philip B.Weymouth III 631-788-7251 Chris Finan President www.fidco.us Manager 9/18/2019 Mr. Bill Bartlett H.P Broom Housewright 162 ferry Road,PO box 70 Hadlyme, CT 06439 Dear Mr. Bartlett, The FIDOC Architectural Review Committee has reviewed and has no exceptions with the Callander extension project submitted to us for new construction located at Chocomount Cove House 12244 East Main Rd. as well as the works that have already been completed,including the replacement of the windows,new deck and enclosed porch. Approval is hereby given for the Callander residence project. Thank you for your cooperation. SincerNy yours, 0n C. Finan er Fi ers Island Development Corporation anag 161 Oriental Ave#604 Fishers island,NY 06390 631-788-7251 jcfinan@FIUC.net PR%ACT"i6 , refN _�� 165 Benton Street, Stratford, CT 06615 p: (203)450-3000, f: (203)870-8134 www.homecomfortpractice.com March 4, 2021 Mr. Bill Bartlett H.P. Broom Housewright Inc 162 Ferry Road Hadlyme, Ct 06439 RE: Blower Door&Duct Leakage Test Results for East Main Rd. Fishers Island NY 06390 On Saturday, February 27, 2021, our technician performed the following tests as per BPI Standards (ASHRAE 62-89), 19NYCRR-Residential Code of New York State 2016 (RCNYS) Tax Map Iwcs&e.3Wae, L Permiit# 4-4 1:5 & (a Zone 4 "if to Blower Door Test Results _ Test result @ CFM50 , 691 CFM (natural) 45) ACH50 2.91= pass ACH (natural) 0.19; Duct Leakage Test Results MAA ? 2 2021 System 1 Test result @ CFM25 10 Conditioned floor area sq.ft. 400 Leakage cfm/100 sq.ft. 2.5 pass System 2 j Test result @ CFM25 12 Conditioned floor area 545 f Leakage cfm/100 sq.ft. 22 pass .__._...�._ . _ __L_L. Please do not hesitate to contact us if you have questions. Thank you. Technician: Federico Sanchez Home Co Practice Inc. CT Lic.#HIC 0644515 Home upgrade advisor& Quality Control Inspector O (203)450-3000 C(203)690-2967 Mr. Bill Bartlett 'V L3 16 November 2021 201� P'-)Q 16 November 2021 fv, Mr. Mike Verity Chief Building Inspector—Town of Southold, NY 54375 Route 25 PO Box 1179 Southold, NY 11971 Point One Architects Re Permit #: 44566 Architects+ Planners Property: 12244 East Main Road 101 Shore Road Fishers Island, NY 06390 Old Lyme, CT 06371 t 860.434.7707 Dear Mr. Verity, f 860.434-7319 www.pointonearchitects.com Per your request I would like to certify that there are 4 bedrooms only in the final renovation and new addition work recently completed at the above address, The room on the second floor over the kitchen area is an office only without a closet nor bathroom. If you have any further questions please do not hesitate to call or email the project manager Sabrina Foulke at: foulkeCcDpointonearchitects.com . If you have any questions regarding this information, please do not hesitate to contact me. Sincerely, Point One Architects + Planners, LLC By: J. Richard Staub, AIA gED A "A' 0 -19321B y02' 0,FRrF GNCB 1• Consulting Engineers,P.C. Structural Engineering Geotechnical Engineering Historic Preservation March 17, 2020 � ��� D Town Hall Annex Building a Town of Southold Southold, NY 11971 AUG 2 0 2020 Attn: Michael J. Verity Chief Building Official BiJI;�I�ING DEPT. Re: Foundation Work Callander House Principals 12244 East Main Road Charles C.Brown,P.E. Fishers Island, New York 06390 James F.Norden,P.E. Amy Jagaczewski,P.E. Permit No. 44566 Principal Emeritus Kenneth Gibble,P.E. Dear Mr. Verity: Geotechnical Associate David L.Freed,P.E. GNCB Consulting Engineers, P.C. is the Engineer of Record for the S1nicluralAssociate Callander House renovation project on Fishers Island. I reviewed photos Richard A,Centola,P.E. showing the progress of the crawl space foundation construction work provided by H. P. Broom Housewright, the General Contractor. H.P. Broom provided submittals of the concrete mix, f'c 4,000 psi, cold weather procedures for work in progress, rebar and concrete masonry units, all of which are acceptable. From the photos, the foundation area was excavated to a depth of 3-ft minimum below grade, the required frost depth. The footing bearing surface appears to be suitable granular material. Continuous concrete footings were formed, with (3)-#5 horizontal bars, placed with clear cover at the bottom of the footings. GNCB drawings require (2) #5 horizontal bottom bars, however, (3) are acceptable. 1358 Boston Post Road P.O.Box 802 Old Saybrook,CT 06475 Tel 860.388.1224 lastnanie@gncbengineers.com gncbengineers.com GNCBCallander House March 17, 2020 Page 2 of 2 Consulting Engineers, P.C. There are vertical dowel bars spaced along the length of the footings. Horizontal bars are also installed in the top course of the concrete masonry unit wall construction. The flood vent locations needed to be slightly revised due to the grade elevation to transition from the existing house to the new construction work ground surface. It is my opinion that the foundation work is constructed in substantial conformance with the Contract Documents, and meets the building code structural requirements. Very truly, C NEW Y �P�Q y�URtlSe9o.Q� Charles C. Brown, P.E. President cc: bill@hpbroom.com 0 H.P.Broom Housewright, Inc. oFESs�oNP Hadlyme, CT 06439 cc: Elizabeth Callander eccallander@me.com Kathryn Callander khcallander13@gmail.com GNCB 1. Consulting Engineers, P.C. Structural Engineering Geotechnical Engineering Historic Preservation August 20, 2020 Town Hall Annex Building [ Town of Southold n Southold, NY 11971 („J AUG 2 0 2020 Attn: Michael J. Verity Chief Building Official gUl[LP1[NG DEPT. Mike.Verityll.3-town.south old.ny.us /y ITTHOLD Re: Wood Framing Work Principals Callander House Charles C.Broom.P.E. 12244 East Main Road James F.Norden.P.E. AinyJagaczemki,P.E. Fishers Island, New York 06390 Principal Emeritus Permit No. 44566 Kenneth Gibble,P.E. Geotechnical Associate Dear Mr. Verity: David L.Freed,P.E. Structural Associate GNCB Consulting Engineers, P.C. is the Engineer of Record for the Richard A.Centela.P.E. Callander House renovation project on Fishers Island. This letter is a follow up to my March 17, 2020 letter relating to the foundation work. For subsequent wood framing work, I reviewed photos showing the progress of the superstructure construction work provided by H. P. Broom Housewright, (HPB), the general contractor. From the photos, the wood sill plate is anchor bolted to the top of the concrete masonry unit (cmu) foundation wall. There is coil strapping attached from the sill plate, across the continuous rim board, and fastened to every other wall stud. Horizontal blocking is installed between the wood studs at the wall sheathing panel joints. Coil strapping is installed across the top of the ridge and attached to opposing pairs of wood roof rafters. 1358 Boston Post Road P.O.Box 802 Old Saybrook,CT 06475 Tel 860.388.1224 lastnarne@gncbenglneers.com gncbengineers.com Callander House GNCB j August 2020 / Page 2 of 2 Consulting Engineers, P.C. On August 19, 2020, Roxanne Brown, GNCB Engineer, made a site visit to meet with HPB and observe the progress of the framing construction. The roof rafters are supported on ridge beams with sloping seat hangers. Plywood roof sheathing is fastened to the rafters. H--clips are installed at the panel joints. HPB confirmed that ridge beams are strapped to support posts at the exterior side, now concealed by plywood wall sheathing. Hurricane clips are installed that attach to each rafter, cross the double top wall plate and fasten to the stud aligned with the rafter. The floor framing joists are flushed framed with supporting beams, supported by joist hangers. Shear wall work was in progress. The exterior house walls are fully sheathed and finished with wood shingles At the interior, some holdowns had been installed at the appropriate locations, with the remainder to be completed. GNCB and HPB discussed shear wall requirements where double sided plywood is required. Once the wiring and insulation have been installed and inspected, HPB will sheath the interior side of shear walls at locations shown on the drawings. At exterior decks, ledger boards are attached to the house foundation wall. The deck joists are supported on the ledger with joist hangers. The deck posts sit on post bases embedded into the top of the concrete piers. There is strapping across from the rim board to the posts. HPB provided photos of the code required deck ties that are installed. It is my opinion that the wood framing work is constructed in substantial conformance with the Contract Documents, and meets the building code structural requirements. Very truly, F NEW y "uReu C rrSe�p� Charles C. Brown, P.E. President cc: bill@hpbroom.com H.P.Broom Housewright, Inc. Hadlyme, CT 06439 cc: Elizabeth Callander cc: Kathryn Callander eccallander@me.com khcallander13Ca-Amail.com Mr. Bill Bartlett D ill, V FE D�j 16 September 2020 S E P 1 6 2020 AV 16 September 2020 11,T t ' -T 1'1' 01�D Mr. Mike Verity Chief Building Inspector—Town of Southold, NY 54375 Route 25 PO Box 1179 Southold, NY 11971 Point One Architects RE: Architects + Planners Callander Residence 101 Shore Road Chocomount Cove, Fishers Island, NY Old Lyme,CT 06371 t 860.434.7707 Dear Mr. Verity, f 860.434-7319 1 certify that the insulation was installed according to the drawings, and the IRC www.pointonearchitects.com 2018. If you have any questions regarding this information, please do not hesitate to contact me. Sincerely, Point One Architects + Planners, LLC By: J. Richard Staub, AIA HAIgp y 0321x`''ya¢ 1 AW .+ SamI s } _ t • JW Or ..} _ . I r � " �• .i: �.'tt �. 'kip"' _ - 40 w r Y �y t , i 1 a R r � f� ��1�s t���a• r t r � j .ff , Y t j 1 ' l ° 9 e '< 1 r f f t I f s k a .y. ,z �� � MAY ����>•j' .y ;. ♦�.1�. '1.' trs r r • ' ' d..♦. All t P ♦+�. '�� 1. 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A _ A01 .L tf• + � 4w V � • • � • • COMMENTS _7 . �i r� (-tGH INSULATION ENERGYSTATE • 1 ,mow ADDITIONAL All - i TOWN OF S01APHOLD 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 �'�bG Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form n v Storm-Water Assessment Form o� Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration _,20 I Zing Inspector APPLICATION FOR BUILDING PERMIT Date /�2 /.2 , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18.months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Ghocomoun+ C-V (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will bed e: House Number Street Hamlet County Tax Map No. 1000 Section Block 2 Lot a Subdivision Filed Map.No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 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 filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public Signature of Applicant / r Subdivision " Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S i y,jhtea_ V-A.AA' o . e/!-% (keyA t..4- b. Intended use and occupancy S �no�1� �r,g.� �� 'Q04 C 4R "A%A _ 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost l 96',000 r Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existi g structures, if any: Front I� Rear � � � Depth 60 , Height Z"Z Number of Stories Z_ Dimensions of same structure with alterations or additions: Front Rear 11� Depth Height ZY ` Number of Stories 2- 8. 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 13' 1 2,019Name of Former Owner %A'A 1 VC.YA Q% n 4 11.Zone or use district in which premises are situated 2r" 17-o 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO_v./ 13. Will lot be re-graded?YES NO V Will excess fill be removed from premises?YES NO 4ho�otn�.ouw�, Z`b1 S �c.ot� S'C gN1L3 14.Names of Owner of premises Gov. Pa.v IrA4vt Address't.r►t.' 'Fee%K-0%K-A Phone No.% (Q73 '71 qj Naive of Architect Address Phone No Name of ContractorI-Q. a,aawi R0,AiZ.W�*� ddress 16'L Qev✓.,t Q&P Phone No. Z 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS IyIAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES %/NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) {-lav vn f, IR✓0 0o being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the CQV%�_v V`--G;6 -- (Contractor, (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of QJ v J Z 20 Notary Public Signature of Applicant Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, t ?V��e.�� e a�`W&.011Qv, residing at 2$1 S ' 'Zs G o Ai '%t ' (Print property owner's name) (Mailing Address) fv Mh(c,i�t,a ,Q 9412.3 do hereby authorize ({ p, &Y000&, t{ou ; Lav i Ct�'� (Agent) i%)c. . to apply on my behalf to the Southold Building Department. (O s Signature) ( ate) � 7772L/ c�`G[, /lam (Print Owner's Name) r APPLICATION ,d ' PAGE- 1 a( a TOWN OF sOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERA. PROVISIONS APPLICANT to read and si 1. 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. 5. The permit will expire if no 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 W ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BES F MY ICN PLEDGE,TRUE AND ACCURATE. (APPLICANTS SfG*ATURE) DATE GO ' SECTION Z: PROP SED DE P ENT b be compirged by APPLICAN NAME p ADDRES TEL PH NE APPLICANT `` �n t L FAV-h crt 06 qg •�Z� BUILDER Kp 'gmerN a�alC r�L :T.`•• ILG i 06 V`3 "2, ENGINEER PROJECT LOCATION: ' To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number 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 1 IGuh µvElh! I�6 • ��`� 6 D a ti. 0&L FDP(93) ! APPLICATION PAGE 2 OF d ---- DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVIT SST/TRUC`BIR}~ TYPE O New Structure GAesidential (i-4 Family) &R'ddition 0 Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodprooftng? O Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) O Demolition F ❑ Manufactured (Mobile) Home (In Manu- El Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S I CI B. OTHER DEVELOPMENT ACTIVITIES. ❑ Fill O Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements.(Including Culvert Work) ❑ Road. Street or U-18ge Construction ❑ Subdivision (New or Expansion) ❑ Individual Witer or'Sar System O Other (Please Specify)` After completing SECTION 2, APPLICANX should submit form to Local Administrator for review. ECTION 3: DP IN DE'T'ERMINATION be com Ict d by LOCAL ADMINT RATOR The proposed development is located on FIRM Panel No. Dated The Proposed Development: ❑ Is HQJ located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). [' located in a Special Flood Hazard Area. FIRM zone designation isQ 100-Year flood elevation at the site is: 1 Ft. NGVD (MSL) O Unavailable ❑The proposed development is located in a floodway. FBFM Panel No. Dated O See Section 4 for additional instructions. SIGNED DATE APPLICATION +v PAGE 3 OF a SECTION 4 ADDITIONAL INFORMATION REOUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: Cj-<site plan showing the location of all e:dsting structures, wa[cr bodies, adjacent roads, lot d'[mensious and proposed development. development plans, drawn to scale, and spccif icatioru,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor,details of floodproofing of utilities located below the first floor and details of enclosures below the fust floor. Also ❑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 are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. 0 Top of new fill elevation Ft. NGVD (MSL). O Fioodproofmg protection level (non-residential only) Ft.•NGVD (MSL). For floc oofed structures, applicant must attach certificalion from registered engineer or architect. \` ❑ Certificati`o from a registered engineer that the proposed activity in a regulatory [loodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting his finding must also be submitted. ❑ Other: SEC—TION5: PERMIT DETERMINATION e completed byL D IN R I have determined that the proposed activity. A.❑ Is B.O Is not • in conformance with provisions of Local Law # . 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. i(aQ2 Bis checked, the Local Administrator wJl provide a written 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 N PAGF_ 40F4 'APPEALS: Appealed to Board of Appeals? ❑ Yes O No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions i SEQ110N G: -B ILT ELEVATIONS (To be submitted by APPLICANT before Certificate of C m liancc is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a Uceased land surveyor (or attach a certification to this application). Complete I or 2 below. 1. 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). 2. Actual (As-Built) Elevation of floodproofing protection is F-T. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. ECTI N ?: COMPLIANCE ACTION o be completed bv LOC_AL ADM INI TRAT R The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSP13CI-IONS: DATE BY DEFICIENCIES? ❑ YES ONO DATE BY DEFICIENCIES? O YES ONO DATE BY DEFICIENCIES? ❑ YES ONO SECTION 8 CERTIFICATE OF COMPLIANCEfTo bar comnlcted by LOCAL ADMINISTRATOR Certificate of Compliance issued: DATE BY: Attachment B t SAMPLE CERTIFICATE OF COMPLIANCE for Development in a special Flood Hazard Area • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARCA (O" ER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT, NO. _ 12.2. E!t%-r Ko, j%-4 Re-#.C( _ PERMIT DATE 6 CIO OWNERS NAME AND ADDRESS: CHECK ONE: C h ow wtaK,K{ u vf- Qck&ti�-J S LLC ❑ NEW BUILDING 2' IS 9-EXISTING BUILDING S 'a- FiO ON M Li S O VACANT LAND CIA C1411 THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19—, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC(93) :,r' , r. -.4 :u" .:+r, rr ,.. +„ r�•:;-"' .1iP'•r�i• - ...ii•rtii•:;. _ 'Jii'rir•::.` iii-Yro•.-„`-'r 111pNf (r01Vj.. _ ',aylllf 111%'�..-"* - ,::`�\11) OPIOj�:'•�;, '^.;`;QIN 11I1Ij.:."::: .a%'1r�;,11f I/lj��p•' � -�� - ;rte� =, •rte� - __ �r,��-;' _ �' :.. _:>'_ ,e � `;* . �;''= � �• - �• vw.yrY.:7J'yr"rrry;yr))):S'!)'•':d�7.fM.Yr. r// ,rry in'•u:),in+v 'r�' �,S rrSr 'n'�'�'r ,v'rpb '•'V)TJ,P .r:f Cr mm n:1v , -rrpr �' $ t..- :���.n"�!''.r,.'w...,.„.../l*T ...,',1'7'3,x'.T.$33:?,f'�,k...:.k�>rs�7'?d"7r">N �'!21.�R7+J.t.,E"l1"..n>''”�5�9-&2<.L^l`33 'r4'�'15"�,L:'�;:�lb'�r,G..i,adTl,. .P SJi°u•°y�"'4rxl7�Jv'!rs.QST!::...rrlrrii..".:9�...rJ.�i�;�'.G.1...aJ',IrSv 3� ,8Sa::(k_� y ,:L.=.i�/rl{ �� INS!4• `' / BOARD OF SOUTHOLD TOWN TRUSTEES r $ SOUTHOLD,NEW YORK PERMIT NO.9524 DATE: AUGUST 14,2019 >• � ISSUED TO: CHOCOMOUNT COVE PARTNERS,LLC c/o ELIZABETH C. CALLANDER PROPERTY ADDRESS: 12244 EAST MAIN ROAD,FISHERS ISLAND U. SCTM# 1000-3-2-6 AUTHORIZATION srr Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in r accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 14, 2019, and in consideration of application fee in the sum of$250.00 paid by Chocomount Cove Partners,LLC and subject +,` € to the Terms and Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and 9 permits the following: b' Wetland Permit to remove an existing deck,structure and steps; construct a 1,640sq.ft. ` addition onto an existing single family dwelling with a drywell for roof runoff; construct a . L' 12'x32' pool with a 241x60' pool deck; construct a 68' long rock retaining wall along southerly side of proposed pool and deck area; construct a 14'x24' shade structure landward of pool patio; and construct a 822s ft. includes steps)deck along the seaward side of the dwelling; P q• �• P ) g g� a+... and as depicted on the site plan prepared by CME Associates Engineering,Land Surveying& - x •11111 Architecture PLLC dated June 17 2019 and stamped approved on August 14,2019. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 14th day of August,2019. •�1�IIr pppp'... � � f "'rlPrlir• IK 0 6�M ice`•'� 3.�:,. s r;F$', iiV.�:fi.vae.r.�7'xee.'A,fnito.,Ti.u..,...�,.,,n°��}2,°v'.4.�r81.,,�M17Ffii;�r'.id,Y^,.a ,�iiix.'7�'[fi,,w.u.uiu iY9n.Y�:isri,SGS;al,.,r✓.fia,:rri�rS}5:,`rn'R,e'�& rJau"�:di�n 7ii..�`i.�,.,2YlT:2Y�,�d���.7,`7in5Eni;':�:iSY Y.ie ilk`i.;3:;,i.."C'i”�,432P'a3a�:`na.Y:�3r'.x:lC�;a �:YX�.un,� '�R..+:ill) lHi:•,"'•= - --��:ill) 1Ni.'.:•-�,�,. _ ..::ell N�.,.�.'::•.. `..�,i//1 11�/:'>,. 'will 11.:r� - ^ell 11�.:r�;rM ''e�// 114:•'_= ss 1 . ,._ ,r 1 /�:., _ -.,e1/ 11... ..:�{ 11 e.. .,x,11 1 !. _ .,�,ll 1/��,.. _ 'n„ •r 1/ i! - -..fix.. - -.:ad- - - r '>r.'F. -x'• � :_�:' - .,�.,:,.- Glenn Goldsmith,President o \rjv SDUjyOI Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III ' Southold,New York 11971 Michael J. Domino G •' Q Telephone(631) 765-1892 Greg Williams 'Q Fax(631) 765-6641. l O BOARD OF TOWly TRUSTEES: TOWN OF:SOUTHOLD CERTIFICATE OF.COMPLIANCE 1873C Date: October 14; =f. THIS CERTIFIES that the removal of an existing_deck, structure and steps; construct a 1,640sq.ft. addition onto"an existing single family dwelling with a drywell for roof runoff, construct a 12'02' pool:with a 24'x60' pool deck; installation of a 6'x8' outdoorshower, construct a 68'.long rock retaining:wall along southerly side of proposed pool and deck area; ' construct a 14'x24' shade structure landward of pool patio; and construct a 822sift. (includes steps) deck alonm the seaward side of the dwelling At 12244 East Main Road, Fishers Island; - - - ;:.:. Suffolk County Tax Map 410003.26 ;Confo"r.'ins te a` .lication for a Trustees.Permit heretofore f led.iri this, PP ' office 1 r h , h Trustees Wetland Permit#9524 D"ated;'.'' 0 ce. a'te une pu suant tow is s <,_.. Au`ust 1.4;;2019.'was issued'an'd'Amended.:on Se tember 16*2020'and confo p requirements and conditions of the.appRea. a provisions of law.; The project for which this certificate is being issued is for the removal of an existiri`g deck;; structure and steps;.constructa 1,640sq.ft. addition onto an existin `single family dwellin 'wg ith a :dnyw If for roof runoff construct a 12'x32'pool with a 24'x60' pool deck; installation ofa 6'x8': outdoor shower; construct a 68' long rock retaining wall along southerly side of proposed pool and deck area; construct a 14'xN.'. shade structure landward of pool patio;'and construct a -822sq.ft.(includes steps) deck along the seaward side of the dwelling. The certificate is issued to Chocomount Cove Partners, LLC c/o Elizabeth C:Callander owner ores* d: r pe.1-tj�. Authorized Signature AWk 40hr NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility,DEC ID 1-4738-04693 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ELIZABETH C CALLANDER CALLANDER PROPERTY 2815 SCOTT ST 12244 E MAIN RDISCTM 1000-3-2-6 SAN FRANCISCO, CA 94123-3826 FISHERS ISLAND,NY 06390 (415) 576-7774 Facility Application Contact: JMO ENVIRONMENTAL CONSULTING PO BOX 447 QUOGUE,NY 11959-0447 (631) 653-0607 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 753.373 NYTM-N: 4574.256 Latitude: 41'1.6'48.0" Longitude: 71'58'28.7" Project Location: Fishers Island Authorized Activity: Remove the existing deck& structure, steps. Construct an addition to the existing single family dwelling and deck. Construct a swimming pool,pool deck,rock wall,shade structure,pool equipment, discharge ring,planted infiltration basin, concrete washout pit,"and reconfigure the existing gravel driveway,parking. All work shall be in strict conformance with the site plan prepared by CME Associates last revised on 07-23-2019 and stamped "NYSDEC APPROVED" on 8/13/2019. SAP-1-09-013 Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04693/00001 New Permit Effective Date: 8/13/2019 Expiration Date: 8/12/2024 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Page 1 of 6 r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04693 Permit Administrator:JOHN A WIEL D,De pu egional Permit Administrator Address: . NYSDEC Re on 1 He quarters SUNY @ . ny Br o Circle Rd tony B - o ,NY 17 0 -3409 Authorized Signature: Datq /�60 Distribution List JMO ENVIRONMENTAL CONSULTING Marine Habitat Protection Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/structures identified under the section "Authorized Activity". NYSDEC does not issue after- the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures,which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by CME Associates last revised on 07-23-2019 and stamped "NYSDEC APPROVED" on 8/13/2019. 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 2 of 6 taboo NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ROW Fadi ty,DEC ID 1-4738-04693 5. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 6. Straw Bales or Other.at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or more than 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 7. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. 8. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 20 feet seaward of the approved structure is prohibited. 9. Accessory Structures Must Be At Least 75 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new accessory structures located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures in the adjacent area but located less than 75 feet from the wetland boundary, are not authorized. 10. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a 2 inch/24 hours precipitation event. All drywells shall be located a minimum of 100 feet landward of the tidal wetland boundary. 11. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 12. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 13. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward of the tidal wetland boundary. 14. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 15. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 16. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 17. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). Page 3 of 6 rr NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ' Facility,DEC ID 1-4738-04693 18. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit,whichever comes first. 19. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 20. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 21. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mitred concrete trucks,.mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 22. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 23. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner.as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 24. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 25. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION -Now Facility.DEC ID 1-4738-04693 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 Aft femi NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION -Now Fadi ty-DEC ID 1-4738-04693 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages'to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions-for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 a f ^8cott A. Russell a°sUFF(Z/r S'7C'OIRMWATIEIK SUPERVISOR Z MANAGl]EAKIENT SOUTHOLD TOWN HALL-P.O.Box 1179 A 53095 Main Road-SOUTHOLD,NEW YORK 11971 C Town of Southold dol �yea CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑❑X A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ x❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. �❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Q❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. E❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. 1000 Date:M T C. . . #: APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S. District NAME; Richard St c(use, P.E. L.S. 003 2 6 08-15-2019 (Prmu/ Section Block Lot �O�rvo1ur1 ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information: 860-885-1055 Mkphonr Numbrr) Reviewed By: — - - - - - Property Address/ Location of Construction Work: — — — — — — — Date _ _ _ Approved for processing Building Permit. 12244 East Main Road0 Stormwater Management Control Plan Not Required. Fishers Island Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 ti APPLICANT: S.C.T.M.#: 1000 CHAPTER 236 i (Property Owner,Design Professional,Agent,Contractor,Other) — -- -- —60,0S��S' Richar H. Strouse0 0 3 2 6 Stormwater Management P.E. dement Control Plan CHECKLIST NAM Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Ple,�PrIN 86 885-1055 0- Date: plc The applicant must provide a Complete Explanation and/or Reason for not providing _ 08-15-2019 dol all Information that has been Required by the following Checklist! ,gral re 'Telohow Number, 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries x 00 b. Total Site Acreage. x 00 c. Existing-Natural & Man Made Features within 500 L.F. x �� of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. x 00 e. Limits of Clearing & Area of Proposed Land Disturbance. x 0� f. Existing & Proposed Contours of the Site (Minimum 7 Intervals) X-177= g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. x h. Spot Grades & Finish Floor Elevations for all existing& X �� proposed structures. I. Location of proposed Swimming Pool and discharge ring. x j. Location of proposed Soil Stockpile Area(s). X �0 k. Location of proposed Construction Entrance/Staging Area(s). x 00 1. Location of proposed concrete washout area(s). X M. Location of all proposed erosion&sediment control measures. x �0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a rivo(2")inch x 00 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to-.- a. o:a. Erosion &Sediment Controls. X �0 b. Construction Entrance& Site Access. X 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) X **** FOR ENGINEERING DEPARTMENT USE ONLY**** I Additional Information is Requited. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 , SFOt 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 rogerr cDsoutholdtownny.gov - seand(cr�,southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: Gal Name: (1&Wq �°. dL - License No.: l t!r �m email: Z & Address: I� ' 2) . 010 Phone No.: JOB SITE INFORMATION (All Information Required) Name: lid h C4, h ON CY Address: �' j'Y1�J1trl O" Sh-tA Ma,,h A lo Cross Street: 1-Od+ Phone No-: ;0.q5� l 8 Bldg.Permit#: if 45(1(p email)Z@ C Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) (� fi�l1 Circle All That Apply: Is job ready for inspection?: ES NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Siwe 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 D SEP 8 2020 aO Request for Inspection FormAs .VY'�. �( 4 L 01-27-2020 Mike Verity Southold Building Dept. Hi Mike, These are the revised plans for Callander at 12244 East main Road. Fishers Island. The changes are for the reduced deck and the addition of 2 skylights.The attached two 8.5 x 11 sheets highlight the changes. Please feel free to call with any questions 404 401-3109 ThankEBartlett a nice day, Willia H.P. Broom JAN 2 9 2024 Callander- Fishers Island March 03, 2020 Bill Bartlett H.P. Broom, Housewright, Inc PO Box 70 MAR 12 2020 Architecture 162 Ferry Road Engineering Hadlyme, CT 06439 Planning Land Surveying RE: Foundation location plan Environmental Services Dear Bill- Enclosed are 3 copies of our plan showing the final foundation location.Typically, Mike Verity wants a copy of this for the file. Please contact me if there are any questions. Sincerely, Richard H. Strouse, P.E.L.S. Email:rstrouse@cmeengineering.com �. 860.885.1068 ® www.cmeengineering.com A 33 Wilbur Cross Way,Suite 105 P.O.Box 535 Mansfield,CT 06268 Commitment,Meaning&Excellence.In All We Do. lational Floca insurance Progtarn a . ZONE X 4 71 58'07 MAP SCALE 1" = 500' 1540000 FT 41 50 0 500 1000 ZONE VE :o FEET COCOMOU�NT .� � _ (EL13) L=d METE Z :•ZONE VE ZONE VE ZONE AE (EL 11) (EL 8) m PANEL 0038H . •, (EL 13) ZONE AE '' ••a•` �„ (EL9) FIRM E,ef a' v Wilt J�i a FLOOD INSURANCE RATE MAP • • WINCIDEfor NTWITHtSHORELINE AAAA• '•• `- ZONE AE v,` (� �' ® ALSUFFOLK TIUNTY NEW YORK JURISDICTIONS) ZONE X m CONTAINS: '.ZONE.X':'. . . a COMMUNITY NUMBER W0792 �ZONE;AE SOUTHOLD,TOWN OF 360813 X (EL`10) _r- PUN _Nm OTE- NAME�'-01— STREET THIS MAP INCLUDES BQUNDAR IES OF THE CGASTAL BARRIER ♦ RESOURCES SYSTEM ESTABLISHED UNDER THE COASTAL ZONE AE BARRIER RESOURCES ACT OF 7882 AND/OR SUBSEQUENT ENABLING LEGSLATION. PANEL 38 OF 1026 X' ZONE AE ® MAP SUFFIX:H (EL 10 (SEE MAP INDEX FOR FIRM PANEL LAYOUTI Notice to User The Map Number sbown below should be used when plating map orders, the Community Number MIDDLE f 'T atom above should be used on msurance applications for the +. M Subject camumlly if FARMS POND a oEeAxrMrF MAP NUMBER - ^ 3610300038H ZO E X L': '•; ZONE AE R MAP REVISED (EL•$) POND E a SEPTEMBER 25,2009 ' 5�• - (EL 12) Federal Emergency)lana,enient i, I cucc ZONE E • 4+ (EL 8) This is an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On-Line. This map does not reflect changes • • or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance M Program food maps check the FEMA Flood Map Store at www.msc.fema.gov \ v - SITE BLOCK19 LOT 8NIF JEAN N. CALHOUN QPi \ I I e a SINGLE FAMILY RESIDENCE- MUNICIPAL WATER ON SITE SEPTIC SYSTEM UNITS OF FLOOD ZONE VEI3 MAP REFERENCE 2) S: 3.10 I ara I (ISEE \ \ S 3472840'E 359.09' \ M1I',FOUO.NJ1 i I 1„v,+m r.vm.n b as gOVU1ER5 MITS OF b UFL000 ZONE ELEV.-9.0 .0 \ I O D _:------- \\ rN WOOSHED (SEE NAP REFFERENCECE 2) z) LOCATION MAP SCALE 1"=400' I i OF NEWy \ '�O r 0 I � MAP REFERENCES P G P.8/V.�Q \\ �G�, `�� T> I z 1. SITE PLAN PREPARED FOR SARAH C.TREMAINE BLOCK 19 LOT 7 C2 -T\ 2 ,p ".r I I I FISHERS ISLAND,NEW YORK,SCALE: 1"=20',DATED: MARCH 9,1989 # - \ \e 'yaT- LEACHING AREA LAST RENSED JUNE 25,1990,PREPARED BY CHANDLER,PALMER& KING NORWICH,CONNECTICUT. -U) \ `o SEIN'OK O CT \y -t:?:� - "- `.� R1� I 2. FLOOD INSURANCE RATE MAP FOR SUFFOLK COUNTY,NEW YORK 4,I, O5 T5` mom. ��\ 8'DIA X 6' \ ,; - PANEL 38 OF 1026,MAP SUFFIX: H.MAP NUMBER 36103C0038H, = DRY WELL SEPTIC TANK FOR 7 `T :,+ / �,I I MAP REVISED SEPTEMBER 25,2009. CAND 5 m \\ \ \ ROOF RAI GNS S \ r• ;'- LAWN �:------ J I I NOTES C1 .l \ X06.5 1 x ;;,Y ,,'-eS• ,. pppMNG (� 1. THIS SURVEY WAS PREPARED FOR THE PARTES AND PURPOSE V) 1 K /!$£ NPLK'1" O INDICATED HEREON.ANY EXTENSION OF THE USE BEYOND THE I S \ 1LP� I I PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR O - I EXCEEDS THE SCOPE OF THE ENGAGEMENT. ';, GE ^I 2. IT IS AVIOLATION OF THE STATE EDUCATION LAW FOR ANY W TIN PERSON,UNLESS ACG UNDER THE DIRECTION OF A LICENSED O N \ Cr N\ \ i f '_ I I LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. \`s\ I zr'��, �, uwN . STORMTANK I O 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND I a '! . 0'�UNITS I SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL Z� x ```11 L\ I -� ARE THE PRODUCT OF THE LAND SURVEYOR. J � 1 \I "�. trt ��`;� d1,a'4NS��"' \ I 4. COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND � i \ :g, •." q :�r h� <, \ I GEODETIC SURVEY TRIANGULATION STATION'CHOCOMOUNT 2' o_ U ¢O \O HEAT PUMP I 5. SITE IS IN THE TOWN OF SOUTHOLD.COUNTY OF SUFFOLK TAX ¢ 3 0 55' .r I MAP 1000,SECTION 3,BLOCK 2,LOT 6. Z Z Z O \ COVERED~§i,P�, `f�0 SETBACK N \ \ DECK SIRING r� I 6. TOTAL AREA=1.81t ACRES. G w p 0) SCREENED AREA U m H Z < O 1 1 \ PORCH �. `� c ( I 5_34'24'50'E 7. SITE IS LOCATED IN ZONING DISTRICT R-120. O¢a Q 1n S /// Cn C \ \\ \ \. / �iF•�.: - �C�[(/( --I o — RADIUS a 174.25'-- -- 8. VERTICAL DATUM IS NAVD88 d N N Y Z \ \.✓ %;q�io.; l ', 1 I 9. PERCENT OF LOT COVERAGE-6.5R (yf N= O LAM 0 48 I1 \\ 1CERTIFIM TO, CLARK N.CALLANDER AND EIJZABETH LOUISE COBURN CALLANDER,HUSBAND AND WIFE FIDELITY NNATIONAL TITLE INSURANCE SERVICES,LLC U FIDELITY NATIONAL TITLE INSURANCE COMPANY \ 'RAN G DEN T bEA' \ \ IN ACCORDANCE WITH THE MINIMUM STANDARDS \ \\ \ \ FOR TITLE SURVEYS OF THE NEW YORK STATE LAND TITLE ASSOCIATION. 6pfRp 1 \ �+ LIMITS OF \ \\ \\ e r - 1 FLOOD ZONE Ilj E E1 0 BENCHMARK: CP R00 60 I \ 1 \ (SEE MAP REFERENCE 2)2) MERESTON \\ \ (FOUND) M \ BOL7 \ DER—y^7�^l S:203.85 \�/ 0\ \ W v W:3193.60 \� \ > - \.� 306.55' i µ`'t0' V \ K 1 \ BLOCK 19 LOT 6 \ �� \ \ \ \ \ UNITS of Ftoao ZONE vE13 \ (SEE NAP REFERENCE 2) CRAB COVE LLC 'y N/F SINGLE FAMILY \ \\ \ ¢ RESIDENCE- o \ MUNICIPAL WATER _ I 10 \ ON SITE SEPTIC SYSTEM �`1 a LEGEND \ PROPERTY UoNE \ Es ABUTTERS NEMA NOW OR FORMERLY / 0 BOUNDARY POINT 0 DATE - 01/04/2022 \ MERESTONE ■ \ QUALITY ...CONTROL CERTIFICATION ,Y'?!"''t s—1171hT —+TT e SCALE: 1" = 20' GROUP RENEWED PROJECT: # 2019 803 MF S01; 7.0_ - :„aKY SHEET 20 10 0 20 1 OF 1 QRAPHIC SCALE IN FEET () , 0,4to n _j tm r Q_ � i cd .= - , I .., I I 1. -_ � (1) , � . . 1. .e I m I 11 0 j 11 11 1, t t, ) (1) M C 00 - i 1.0 q LEGEND .1, I I 1. i � . .1, " I i 1 1 1. TEST HOLE DATA - .. / C *" E' C) � 01 .". 1. � - .;Z.- - c � . I . I - 0 �� I`__ 0 . I :1. ------------ 0 0 1__. .. I I. . I I .. ,--__________� ____ c PROPERTY LINE I -, 11� .", m ', I I . . DATE: 9/19/85- R. H. STROUSE, P.E. 6,0 --,__ . �___ 0 4) - 00 0) I ;( 41 ., . . r = 1� .6 ______ -- ". 11 % I....... I O- 5" TOPSOIL . - - - r_ ABUTTERS LINE I, *11 ,%.- _� i I _ 6"\Ao . -J, 119-11A LU m 'rIzl 2 4:2 6> co) " �. I 11 I ,� - 22 SANDY SUBSOIL : I.. I .t. 5" , I i - - � \ w 0 'Fz "n 6 F- a) SILT FENCE SF ), 22-- 100- SAND W/FEW FINES SITE 19-9 19-10 L_ Q_ CU .> C) a) , a I - EXISTING CONTOUR __ _ 10 — �I 'I'� Z. 11-7 -.,, t I; i,;,. 100" - 132" SAND 10-8 uj %.� ji = -0 E -i. .._... I : 9-DA < C.) � II I : 11 I. i . I ., . ., ,b >�e - � I- ,:. N.I � i . .w , . 0 . .n.,i.. : , i 11 I .,. a I) GROUND WATER AT 120" ELEV. 1± ....::ii: : i- :6 cz a) / . : .. ii... . - PROPOSED CONTOUR ,','''',',,'''',',,'',',- .1 � - L� 11 11 __ i i 1. 1111111:: 19 06 z 3: -�: ,� < ,a �: �: , I . ) ; . :�::I;; \ — _cz (n — :E — , I 11 ; 11. ... I I i I ,-.. li.... r:rtr:._': . I 'n I I " I 1. ......W:-:n�& -_ PORTI 0) . . NOW OR FORMERLY _ ___, I , I i .:zi .. �: :N PORTION 19 I—. NIF - _1 I � \ 19-2 _ C . - JEAN N. I., STRAW BALE BINDER ...� i . � - � . � ..... , ,I" i It. -WIRE ... 19-3 5:r-713 0 .- Z6 (.) LU m c%1 . BOUNDARY POINT 0 -.1 : 11 W c') SINGLE FAMILY I % r, PLASTIC LINING '' . , : r ( \r: U) >% F� - - . ,�., : NATIVE MATERIA 19-6 .. .." I , \ m CD - � I � I i ,� '.I, . , . � 1 19-4 (n %.- -0 - MERESTONE a RESIDENCE— .el. .. ��,(OPTIONAQ \ a) ;) -.- /_ L I > �0 = ,4"� L I 1'__. � � t I i 4 -_ W, 19-5 r � - c� MUNICIPAL WATER . I i I '.1 � I L_ �: 00 �1_ . , I t:. < 00 ' ' .1 I I le I , 1 SECTION B-B 3 cv) 00 .. ON SITE SEPTIC SYSTEM ..) i, I ; I" I�'c WOOD OR NbT_f0_�EALE 25-i uj cv) ... � I 11 I � I 0 .1.. I I LIMITS OF FLOOD ZONE VE13 "I., I Ii! -1.1-11 i I I it f f, - (2 PER BALE) 1 20-1 E 'a (SEE MAP REFERENCE 2) i f . . .1 I 1, It S:73. 1 .� I ;/ i I 11" ,__:.._..;.I----_-I--F, __.; \ 20-2 0 a t, / 2� [ I . t ',,� ..___-,_1- __!_ _!,.:_i ._�..'�.. -�...4.- \ 21-1 � / m I . . I t THE EXISTING SEPTIC IW.'3028.600 'Z'. I .". i -1 I SYSTEM IS PLANNED. / 'i i I f, �*- 10, MIN, I .1 , �- r5-"- . .j ) L '. I f .1, 41 B I , - I I-�. B : , �t'i..., I Z� , , , mu M CURRENT SYSTEM IS I i 11 I L .. IL f _', i - LAND LIST � I I ,1:1 : �' I ij 21-2 APPROVED SYSTEM SIZED /' 1i I . /I � � .t If 11 "I MERESTONE `. '. I i. I !jt �, * � * ' I . I \ FOR 4 BEDROOMS " I / I 1, VARIES = -11, _t i I . I I i__ .-t Ili ___�� * ; k RAFFERTY . . ! : ., t I -_ tz:... \ S 34'28'40" E (EXISTING AND PROPOSED) (FOUND) I ; I I y ......- i I \ 11, ,41 . . � ml. . I IZ_ t. I / I % : % q, I . I-- - ......... .. w "....... , . � I I , -_ ........... i \ 1 359.09' \ - I , , .::... - I I v . _. . I 1. I .1 : . . .. 1, . I I I 11 _." � - ". " : \ f 1� , . . . 4z '. I I : , . I i.--- ,iff ," 1. % , t I I i , -L " I . � .IN -O.Jji: lt,, � . 1� � I 11 i t .� .. ------ ---- -- - - _ I - 1 __ �.... . . . J_I _-__ .� ..- - . . _. - . .% % .- . . �:,. . M!m: . C) _. ..... I 11 1. : i ! � I 11, , I .__� '! . . ..-� -, ,!- "yo 20-3 \ \ y ,_" -11-11 I". I PROVIDE DRY WELL PROPOSED --t '.. . - ., I" , . I It � �__ . ._ ._-I'l. \-,-.! �__ 2D- I.: ;:::1 ,": " . - _ 1` --- I 11 I 1. , I I ., , a < . CLEARING ......... i .. I � � � 3 1. STRAW BALE I 11 FOR ROOF DRAINAGE N ,m_ / _.- - PROVIDE 11 4 11 -, . \_ I UJI V) L. t ... . - . I % � 1 , 1: (SEE DETAIL) i 1: .. ---..- . . I i LINING PLAN (TYP) -= z. 0 , \ " LIMITS TEMPORARY ' . _ i I I ,� I. P , PLASTIC J \ Homfiton F.Potter 91 \ 'v � . 5 m 1� En — PO ... . _ - . 11 . . - :1 , . .j, _- -co STRUCTION I < , NOT TO SCALE \ 1�1 ___ STOCKPILE '. I - t I f I 1\ � I -- . � -f- . L'. I . . I . I ____ � i \.. !-Ij 4 /-AREA I ...,i- - . .,. / ENTRANCE (SEE DETAIL) �il 4 I -..j t f -, 't..< I ps 11 \ r : I .1- � i t . i I i i , t �. LOCATION MAP =400' tj , \ . I _. . i . I , i �. . ...�, . . ._� ,.--- . . LIMITS OF . L . % I : j ..�_ I I � I L i .1 . i . " -.1 - I I I L, _. 1 . t I . : I , \ \ 0 f I I - i I : I I - LIMITS OF DISTURBANCE � I . I I,� - t 1 NOTES: ., . ,_r- "., I_Ij . -` 11 I i I � I 1 1 ��`, i " - i . ," I I I - I . : , I-. i: IL ! i � .. ., .., 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL M& -REFERENCES .. t � I , . L I � . .. \ \��c- FLOOD ZONE AE ELEV.=9.0 ,., ! I I I 11 i _.i : .. __ . j : CONSTRUCTION, LARGER PROJECTS OR PROJECTS . I L un c1__�1_/ - t � I � i , i \ (SEE MAP REFERENCE 2) 1 . I I 11 � i- ,, ", ! > .,�,, .. ,I i4l�77;1-1 , .� I t. I < REQUIRING PUMPS MUST BE SIZED ACCORDINGLY (7 ,,,V,- , .I _� — . . I ., I �, " q \ , \�) 11 — -1.41'1 , - �- , -1 I _ , (" 'I ., , , "'� � , i I ,, . _. � ., I. . �n � i I � , . _� ! - ,, ,,, . --v , i/_......F� \ - . - . . ;1 1. SITE PLAN PREPARED FOR SARAH C. TREMAINE BLOCK 19 LOT 7 -, .. __ %, . vo T A, . ,.- -1 � , i lw _,, GALLONS/TRUCK, 50 GALLONS/PUMP. PLUS MIN, 1 '-- , . 1, I-e 1,\xv, . . � - � - . . - , --40,�i .. �m .- � "..,�1 v .1 I . '. .�, I i i ,_ .. 0 -... 17--I .. i" I : i - L_ _. -.11 ..� . FREEBOARD). FISHERS ISLAND, NEW YORK, SCALE: 1"=20', DATED: MARCH 9, 1989 K- 71 I , i. \ � ---11 I V7_�._-I ''IJ / �`I-,�-,', :.� I ." I � . 1_. �(,, 11, :i -......., ..,..:. . -,--". . - .- �� , : U . , . I - I . .. t _ j � ; (D � J -:::.T -:-1 - _'-;'��'�.I,-, "', I , J I I � _� , \ � c- LA � -L'.e:1 � L t i I �','�_ , . I ", , I . . .- 1"�,,t" /' T � - � - .. 11 , _ I " I I i , ,-._ _ . - - I, I, I, ,I 11 1, I : _ � I . �. 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED LAST REVISED JUNE 25, 1990, PREPARED BY CHANDLER, PALMER & I . k - I � I ... .1 t., e . � " . . or"',- 16 , -1 ) 1, s',"' -:r , .. ...� T , __ .L I , I ,�"�t , I ,..... . � , �' i q ' _v:�, ., . - "I \ ,.�rL '. I I . .� .�.--. � '611'__.� ,�� -t_ P., I i . . i \ 11 \.c_- 0 .....,� .1"'t -I,--;A7 �: -... I I t ,, . � - " I,r;,' . . I I _TN . 7z � .1 I i �_ -x,i I I - . , . .4-A �._;.- , It' 1, I . �_ _,[""�:1 17.,�', I-) FROM PIT AND PROPERLY DISPOSED OF WHEN THE PIT KING NORWICH, CONNECTICUT. ........ .1 �_'� I 11 , j i-- --!-.-.- -, ', . 11 I � I �r.: 1 1 p / .. - . .. " 'I `,-- -.,* ,� . . �, I e 2 (A, ..* '_ ;6 '.. . X�N� ."J, Z. I " , 1 . � - I _* I _. ,_' . � - I I.- '� i i . . __ , - — — �-5�'4,7.._ ; ,.1., t � . . I j.�_-it, . —.-�.- . I,._ ; I ,.. , I I— . !,� ___ ; ; .., -1 _. ! .....tD i i I I 1. - - 2. FLOOD INSURANCE RATE MAP FOR SUFFOLK COUNTY, NEW YORK . ... !;�."-"*,I: . t,"I I_ '. �, ---,_.. I I I --n-I.'� . .. . . I , . � 2 '. �. 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE , I ... , " ,�, �'.7 oi_ . . , .I .. � .- - ,_-L- I !_ I . . I , :� . ..=, � ., ,1, .t...: -- , ,. .... . . I I . _� -__ _ � -1- I : . I. . .- .. i "-1,�w - __ , I - I i, � i I .., -` , ... im'.� ... , �'. - 11 .." -_ -_ L, �3 . I �, ,_ II!, I : : .- !-- 1-11 1 1.1.1- .- - '"11--r. �I—. � _ ", Cr. - I I ,p .. 11 . .. , ,� I.,�_, "..,. 1%. � I -, , " , _�_I�(, .. , t � 0 :_,,,, .,,-'-,.� , , , _ -�k�,��' � , .20 I q I < _ _�il _�, \4�;,�) x" kck`�7 9 _ 1-1 �._ . I CONTAINMENT OF WASH WATER. , V.,�Q T,-, " . ., ,. _ . il-7, , ,_ _ � "",;-... -r: .. "':1- , �-_:-, I I I .,. � . �:::_� , .. I -.Li., -- . - I I . F,P-� _.�t;,.�, ., . , :" - , 1 , I -,: 1� . __ ,--'-.-, -.-,.- I I. � I __-T-1 ,�'. t:_ ,."I;,.,!" ,_ � � �. I � toa vi i, \ ` 0 -_,�' 11 , � k, I I . I REACHES 75% OF ITS CAPACITY. ..i: It -�- -1,� \ � - . � __- _ _ . . , , . , . -_... I �. 'L...... � - � .... . I . .... - -.1 ...: I -",,'e i, % 1, I .,I . .... - I :t_ . . - - .. CIL t 161,1cy- , ,f u -, I , 'I i :i 11",I..4 I i , ; , ,,%, 11,1-,, - :�� - - 1 � - I 11 PANE� 38 OF 1026, MAP SUFFIX: H, MAP NUMBER 36103CO038H, . .LL _ ` .. .- --- _* . ...- _ . cj�l Le . , I -:7 i: i�e.� , , 1, . �.,_ �_ - .)", . I I p ,m), �� .� � j... i _..- .. - I ) I �y .. _ " ' - - ----:,.i 4 * ::� " - i. i - - � I t ;_A ,�.., J, I f t V) , 06 , 5� I ::: ...., ... ." I 1. .� .,. " I__�--. , � a 1 . . i I- . t -� - ., I I , -!. . I I I � I. � .. , _� _. I- Z.. ��," , i _ -, ...; .. m.n. . ,- . .1 . ...... 1. , I I . IN I.11 � . " I....... .. . I mm. :::::: .. , . , L' i� . ,-.--'.,-;1 , I 41 I ,m:LL , . � .--__L, �� - I --1� I.— ' ' . MAP REVISED SEPTEMBER 25, 2009. - 'V'sly No I . I I I , I---I i -) .: -'ad \ /.. �... I , --::r:: . I- .,,,1. - [ .,� "L : , - _�`'_ - '.. .. " I '�11_. ,N,� , ; �' ;. :...i. tz . �11'.'." _.., ,1 _- .! i _-, - I - -'��__ __ - : � ._-.�.�.`.�,,t7,�, 1. " I I It ,;I `., ( .. � t.:-.::.. : . - ,- - , , � 0 \ - . . ........ __ _ ; 1 � , , I i � t I I�1' - - ,.. . � _11 ..... lm :�11 � A. ,., I- A , . . .._1 1,, - -) �An ,�k4 -, .1 :!' � t,r-r- J-,i,l � -I- . .1 . � . . . - .--.- . w , 1. I I I I . : �.. _� , K-) �Ii I I w! , �_ .. . .� I : 444 . .,�, 1 ,.c,I.,- '! ,.r i"I.,I.. ,, . 1) I � t i 1. -j \�,-` I _. �_ .� - ��'k i I " 'I PROPOS . " ...1�i � , - . �, � � -F 77 C 7 2 NJ,' _` ....I I --i-IL-1, . .. _ '41, ,� I � j AL : I . . / . ....-. i . 1, ADDMON ,:,�.;,,�!_ I �i pp 6, ; : . i , - . I � � _` . _ . � I � I- f . ( ') I- . � . I I _1 . . i � I t I! I ! . ,.- I 11 ..:.,-- , - ...- _. ...��-� " I 11 I _ , ,��,�, ve� � . _� -- . . , I I � �. .. I \ .1. t .... I I r, G 0 - , '. .. -�,t t I ;''I I T'� �::... ::;(SLAB ON I- - -.11 . V 1 , . % ,". . '��' I " . \ I �� . I—: - r. I -,.,� , ...i - 1, � I i, ! f._., I . n: � : I �' . ),�, I . fq, I . ;;N I . I- i . I. t .. . : --i _. I 7- - ii "I i __ , 1. ._. . L -". _.; y-- �� I , . . : f. .- - , 1 4 1 1 . , r.::t::. :. : , __ it , . . ) - .. I - :�U.nr . _ __ , ji'vwyi . � 1� " 1, 1� I If : .. , -n I -_ .., .1, , - I )�)- . : . . I I 11 � -15 . 'N . ELEV. I 1i �!_'I_f-��`I- `� -1 )_�11�1�11 I" 1%, Ii I 0 . .1". . .,:::: - 11 , ,,F�Lo,�,Et- D"-�'i;F 6: ZAR It-11C.,", I -, ;i 't 1, t _,1 ,:, .i 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE _ ..:., :..... ... . � .f . - - --. � ., J� I I _-W-- _1 ... ., I I ! : i . ..:., p....... . .....I......... t - .. � . ........: min , I . ., I I I.. I , _ C� , ". :.:. :mimu.. N.Munturn rl� I 11 L . ... .. .FT6w1z1i:i......i ::::::::. -r--_�, , . " _. I'll, . % I I � - . _)3 . \ . - 1595 �;e,-,-",, ,� �..`: W, INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE �.!Ii!!�ii�i�: .�!ii�i! "� ., - . .�, I I -_-- .". .. 1. Ij.�,.�i_� " �,:,,T ��.�,-_-!',. I i I :, 'r ! 'I , ...... . .::: - ;:�`L"�r. ;;T.:.- I �` I :,1 .1 i I . . . 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J') . . � ... ..5 r_ I 1\ 306.85 ", , SPACING) WITH FILTER CLOTH z LLI 0) 0) .. �O W � � . � - - �? . .:� 1, 1, .\" . .. , \ .i I .. _, �� �D 0 0 . V� INP \ 44?A or w . I I � .......,... .... .................� � .. 'o". 11 I W W c'j C14 �.......................... '� - 11%,i . DRAINAGE CALCULATIONS (HOUSE) �... I 1,11 I., 36" MIN. FENCE POST I I 04 I 11) 2 11 _0* % \ VA �, -Ij" 1�% '% UNDISTURBED 0 �__ N C) � c\j 101 \ \ '. 1% I", %'��ill I FLOW— �1� GROUND I I I L NEW ROOF AREA = 1640 SF I ` �, 11 (�D 1`1 00 . " \ " 0 n �, ...............- \ BLOCK 19 LOT 6 REQUIRED = 1595 SF X 1.0 X 2/12 = 266 CF \ 1 4 -1, .. •* COMPACTED SOI"/I,�\/ I \, I. I\, _7 4 :r 6 � — . 0 r') 1, .1-. '% I "', , 1'��\'�", M i,- z � . ,, ........1, . 266 CF / 50.27 CF/VF = 5.3 VF ,% � N i. \ LIMITS OF FLOOD ZONE VE13 NIF USE ONE(1) - 8'0 X 6' DEEP DRY WELL. \ 1. -, _1 a. :i EMBED FILTER CLOTH "', /\ /,I I I // 2 uj : I � lz;0`�, . .i (SEE MAP REFERENCE 2) CRAB COVE LLC � ,/", ,/I\1/ c A MIN. OF 6" IN GROUND 11 �; \ _j I : SINGLE FAMILY I . C0� I- � RESIDENCE— ;;�'11-- w `/ < 0 -t:>. \ Z LOT COVERAGE CALCULATIONS II- 3: 1 MUNICIPAL WATER // . . � a. .. .. -1 4_:�,, \ ON SITE SEPTIC SYSTEM /I (STRUCTURES AND IMPERVIOUS SURFACES) SECTION VIE < �__ .1 'L .. ...i............ I -I_- /Z -,\ EXISTING a Ln - .. 11 I / CONSTRUCTION SPECIFICATIONS . // - ROOF LEADER HOUSE- 2080 S.F. v) 00 0 0 I... . DMHAGE =ULAIIONS (FUTURE PHASE 3) RESIDENCE 00 (�; 00 _S>� 101mum // DECKS-806 S.F. 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH n C-4 0 F, . ,��_ I AREA 1 (POOL PATIO) � u . ., ..... _� * m 1115 SF X 1.0 X 2/12 = 186 CU. FT. /// GARAGE- 445 S.F. WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE 0 < T_ 0 .. ......................�..........;�-...;........;........ rILI� 4 \ Z % OF LOT COVERAGE (UPLAND AREA = 76,205± S.F.) = 4.4% m (Ij E . I cy- . 0� .. I CN � R � \ // I - 4" PVC WYE 0 . w gRj AREA 2 (NEW DRIVEWAY) OVERFLOW 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH F_ 0 0 0 _j \ // // --.) U z w w L, RIS 2400 SF X 1.0 X 2/12 = 400 CU. FT. TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE w z z /I 4* PVC CUT HOUSE- 2940 S.F. __� y u 0 /i MIN. 6" SOIL COVER WOVEN WIRE, 6" MAXIMUM MESH OPENING. 0 0 Ln < Ld 0 LLI rdONSTRUC31ON ENTRANCE - ___ -OVER DRYWELL DECKS- 1050 S.F. Of 0 Ld Of ]-- 0 186 + 400 = 586 CU. FT. REQUIRED // --------___ X-.*, BLOCKS AND CATCH POOL- 384 S.F. 1 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY a_ m 0 0 u u L, NOT TO SCALE /// BASIN GRATE TO GRADE SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH I FILTER FABRIC ,/I'- (NEENAH R-2525-F) OR EQUAL POOL PATIO- 1115 S.F. SHALL BE EITHER FILTER X. MIRAFI 10OX, STABILNKA T140N, OR APPROVED DATE: 05/01/2019 \ PROVIDE 400± SF (MINIMUM) INFILTRATION BASIN 1.5± DEEP = _crTTwTTr___`__.,_____..__.. GARAGE- 445 S.F. EQUIVALENT. \ 600 CU. FT. PROVIDED. 90* SEND ��. 1"] 44, LAND AREA = 76,205± S.F.) = 7.8% 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED SCALE: 1 " = 20' SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. - 0 @ @ 0 0 - EQUIVALENT. QUALITY CONTROL CERTIFICATION 4*SDR 35 PVC —__ 0 @ 0 0 0 - 4g, GRAVEL DRIVE- EXISTING- 3500 S.F. - TYPICAL PLANTING AND SEEDING FOR PJYN GARDEN AREAS. SLOPE AS REOuiRED % C) @ © © 0 - - * PROPOSED- 3235 S.F. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL PROJECT: # 2019803 GROUP REVIEWED DATE 0 @ @ (n 0) :: to REMOVED MEN "BULGES" DEVELOP IN THE SILT FENCE. PROJECT MANAGER \ 1.SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, 1. STONE OR _// - Q © © © © °, SURVEY NEW ENGLAND WETLAND PLANTS, INC. I I I I I I I ENVIRONMENTAL . 2.MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA 1. I a. -1- V- CIVIL 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA STORMWATER DR)ONELL DETAIL 10, � 20 10 0 20 SHEET STRUCTURAL — i 4.LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI NOT TO SCALE iia_ iiiiia 1 OF 1 ARCHITECTURAL I I 5.MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA GRAPHIC SCALE IN FEET r"— � F DISTURBANCE ' I"'zo-z I � ' '� *tA100%101 , I ' '�_�'!_'i __� 4E ' p � c \ / I st2io-P -I- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII e -I- I�1� I � I I � - /_ I //��;1'11,1�`�11�1" ��_, \t_�� � I �-11,11,77 1..,_ �._."_ � _ _ _ _ _ _ � , _�� .. ._ , . . _ , f ", _ , � � ,��_.4. _._ .. i , �,�7.. _ 1-----,�-el / " ,.., ,-I -,].,,- F,,,, �,�,,,, ., ( (- ) - . . C) . oqt� 0) ._j r n 0 .r . I- - 6 00 . . I ; . ...... " I , cli 0 'I '. % ', � i , 0) M , �, I .p. � t , (O c� LEGEND -1 , I" 11 I I " - a *.- E� 'D - 0) .:�, 4 % - TEST HOLE DATA ... - 0 I.- 0 .c- I�, 0 .2 Oc) " , I I I ,.�T /__� - • - 0 a) a) " . . . I TE: 9/19/85- R. H. STROUSE, P.E. - �-----_._ PROPERTY LINE - " ,,� i ll ; I � DA 6,0 . 7_____l_ _ u_ a a) i .11 i ��. . ��. c = '� - - _ � I L;� 6 . ., . � . \ . .c: ___ ". I I . . I ,�. 0- 5" TOPSOIL ,AO ... I � I t t 2 ,�2 to 1, . - 0) ABUTTERS LINE i "I 5"- 22" SANDY SUBSOIL 0 . �_ 19-1A LU = fl� (D c: 4 1 . ! .." SILT FENCE SF ,) ., . 4 I, � ,� - - cn 0 'i� 2: 6 ., ., 1. � I - 1 00- SAND W/FEW FINES SITE : `- I � . 22 ..:,i 19-9 / 19-10 L. OL Cd .�: 0 I I [ - 19-8 - - I , .�i;mwiii i xz � i -t I . .-iii i. -—- 10 — " 1. � : ,.. E -,i - r � , ..., : � . Lu i: -2 q . � ! i �. .:.i.ii..I. 19-9A t` < - 'O _.. 1, � . I ". :, � . ( A Q , ZT) 'R ``- N � \ :�� � , GROUND WATER AT 120" ELEV. 1± ... ; �- ,PROPOSED CONTOUk2 ''I'l''''I'll''''I'll'll''''I'���������� .) - II . � " : 0 z.- la-�-t!:: - I, . .. w) . 4 ,z �r -�: rm ?: � . : .a:..::'. uumu � 0) 4z W = - 4. I I I � .:-num PORTnl NIF _ ..... . i PORTION \ 1s- .) (j w - tl- . , NIF I i ,� I ,L'�', i , I ... .i.:.: ��..��:��,.\;.!,,� t 19-2 ( U) (� ` ..... ''... i I I STRAW BALE BINDER -n.::,;::::;:. t L:. N u ':- 1:1 1. . \i;iil4:;:;E:. ... I= �:, 2 CU m . JEAN N. CALHOUN QPT . . I i ,';� - . - 19-3 5='2�-13 0 — Lli LU N j., : . �. WIRE . '�� 1� lz_ C) BOUNDARY POINT 0 ). I � I I I / , PLASTIC LININ I >, Q) - - I? . t i 1 19-6 � (n a) E SINGLE FAMILY NATIVE MATER : I ms (D . li I I I I �1* � (OPTIONAL) E 19-4 \ �_ M a � j .,_ � .a - �i) RESIDENCE- ", " IL L I - ll,x\ 19-5 0 = c� �.. � i i I I __1 I a) > ,_ MUNICIPAL WATER .) � I i I'11*1 v I < L_ � I , I I 11 I , \ cl) 00 . i , SECTION B-B m 0 00 . ON SITE SEPTIC SYSTEM,-�-, . � t I ; ; 'f _47 WOOD OR NOT TO �CVALE (1, 25-1 - Lu , � I I , I" . � � cn � ) � , - .1-) , I 11 11 ,I� .1--, METAL STAKES 20-1 LIMITS OF FLOOD ZONE VE13 ,f I z 11 f �1 (2 PER BALE) a 'a (SEE MAP REFERENCE 2) NO UP-GRADE TO I S:73 10 2, I� "I "I !,-, �--- 2D-2 0 a J. [ I ! . � __!j_!-. -.!--,.,. - -_- THE -, 7.�� ---I .. . I . ____I . �j .LL� , . I 1. .,-.-:- _ .. .d. I Z-1 . / m THE EXIS71NG SEPTIC IW.3028.60 �`. I t� i / � , i / ".. .. I �, ., B 4 , B � t -_ l! .,�I I Ili mustum CURRENT SYSTEM IS A SCDHS z . I I. 10 MIN. 1" f SYSTEM IS PLANNED. I .j lll�I i � LAND IRUST ,_ i ., lj 21-2 APPROVED SYSTEM SIZED . , I I � I�`— 1! * I * \ . , :4! t 11 I I : 1� 1: 11 MERESTONE I � - \ . \ FOR 4 BEDROOMS I I C!t. VARIES _� -_ -S I - :. I . . ! .. ��l ___ RAFFERTY . z I w ,, I�- I , �, -__ * � (EXISTING AND PROPOSED) (FOUN I i 11 0 i � \ �l . ".Ij . I \ S 34�28'40" E D) .. : I- I 4 I i 1. ". .i ". � . I I..- %., \ �% p" 11 .1 "�*i '- ....! _. , , I . I .� I I - : . 359.09' - . L - . : III, ._ . . . I I 11 .. ! J - , r . - I .. t t �� % i .1 I � d . � It \ y ��.,_:_ '.i i 1. . I . f t / i - , , 1, � I , T � I - . ___ - - ... . " 11�1'1.J_ "!1� - L" . , - - - ''1 .. - _ . '... ., - ,- I i m , I . _�. ... . ."-1�.�- --.11", 20-3 i . \ u PROPOSED �. - .1. il I I I I .." � .1 - -��-�'.-�-_ . I : PROVIDE DRY WELL �', 11 j, I � 2D- !::::: 111014t1111111" i 0 , -0 < ,,,,�.'; ., _ 1% 11 I . i � I I I., .%"", i I—: . . I � , �. I .. . . I I , FOR ROOF DRAINAGE m CLEARING �- - . . I 'I ,�j I I _e I v ,- - , \ C14 I- I . it / _- L' I i 1. PLASTIC n�`W SALE - TEMP I LINING J ,� bi rl� LIMITS ORARY '' *k"I . . PROVIDE 11 i I Homfiton F.Potter III .- . -_ t , " . n , . I t . - � ! ), V) — I'l) i....� . I , _ sTwc,nON I �, . �,._. � . . . - . . � \. \ 1-t ..___ STOCKPILE . t . - i 11 . o t I L,,� ,� NOT TO SCALE �... I-) \ I - i i - _ % � I - . I . . - ..... i __- .- ENTRANCE (SEE DETAIL) � t I : --1 . ,,4) 19.0 AREA . , - L I ------ - , � . . I '. -,. ., CONCRETE WASHOUT PIT LOCATION MAP =400' . , ,. C' , z I - i — I � I � .- I : \ -1, t , I � ', Q i NL � 1;�, ;--i.- I I I r I I '. ,. - - 1 � __ LIMITS OF . I . t I i I 1 j! I � ,,, .; I .. 1, i" 1��._... I � , i �: i -Ir - .. \ \ \ ._� �� 1-1 I � I . 1,� I _ I ,% I .. I , . LIMITS OF I - �- % i-1 NOTES: :L I . . �, DISTURBANCE i �i i . I 1 ) ,� I �. -_.� T; *1 -A ,t-) I ; _.. L�- � I., 1� DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL )0 r-* FLOOD ZONE AE ELEV.=9.0 I., i I 11 � I . - , . MAP F.1,1EFERENCES - "r"z""", . . � : il I 1� 0,�F� I " i , i . . I ': .� CONSTRUCTION, LARGER PROJECTS OR PROJECTS , el -41. , ') \ \ c___�z/ .' (SEE MAP REFERENCE 2) I I z : I 11 % I 1� L. __ t ..'� ..� u \ tv\ .. I I I :t t ! , ; � ", A � - _. I � , : .., . I \ \��% : _p— — — -i,I' " 1. - I I , ", i ::�. ..", ,:,,-,] REQUIRING PUMPS MUST BE SIZED ACCORDINGLY (7 . �I . '... _ � i � � I . . ,. 1. SI PLAN PREPARED FOR SARAH C. TREMAINE BLOCK 19 LOT 7 1 [��-" - i . __ � .1 I _t , � _. I �11 I . . ..%-I . I 'I � I I GALLONS/TRUCK, 50 GALLONS/PUMP. PLUS MIN, 1' � .. - - ,,, 0 . �'L . ---A /1, . . --- , I zll I � � � 0 . . .�.��1. --- --I .. j -�" _ .- . - . I I I .... FREEBOARD). ,�r ., -T , ,1\ -L '!'-" 7 1" . ! "; L.- _. - _1� ..� e , I I 0. . i" \ 0 � " �-- .._�. V*7-_--I I - ,-Cr. I � I -_ .1_. . I �. FISHERS ISLAND, NEW YORK, SCALE: 1"=20', DATED: MARCH 9, 1989 ; I . O I . .. I� I .. ., i'i I � I ; � � I . I - I I . . G, I . . I - a LAST REVISED JUNE 25, 1990, PREPARED BY CHANDLER, PALMER & . I . z " 1,9"k., � � �.- I I I __ I :� ", .. '�l-1�_ .. !��-,. ; 1. [ - '... _...,! .- - // - L_ I I,., . 1, �, 1-11 I .. % � 11 �. � _ ) I " . � .�, - I _-1 "."I i I . . 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED I ; . . . �f, ." 'V ,.,�� ,,tl I- � j:� I I : 47, \ 0 , -Ln .'' / ''I 11 " - I I "A" _1'r _`F-,",,,,, r I - -Z \ I \ts .i-,,.,,.,__.%. _ 1.�l I , � I I r -"I . 17 . � . ,. f " , ; _TN I ll, � ...�� !�, 14-,. .1 - -1 "'A - . ... . , --i � I : .t . I I t-_, FROM PIT AND PROPERLY DISPOSED OF MEN THE PIT ,�)" ., . I . � � 1, I ...1-1.i" . . � I 11 -1 , . -_ .. - - . t e, .. ' 11 . . . I , - - . 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I . . j r-t - --- i PANEL 38 OF 1026, MAP SUFFIX: H, MAP NUMBER 36103C0038H, m:fl.w:N,: . .. .;::;!:::;.::!: ., '' ,tjLq, 'L- t, � I -_ .�;=_ �.;- .. .-f,:�, � ' 11 11 i I _ . ; t u) i i , \14- , a� -� , - .-�i 11 - - ?13 : '.., �,, - . 4� , I. , I j :i:iii�i":::::" ;:; "", **** , - * I il __ - , 1... :.� ', I I i . . MAP REVISED SEPTEMBER 25, 2009. , .f' A, ":i"":i:":;i ;;;";!";i�i�:::Z: Z";i � - �5. , sl�I .. I" ,:mnammm: ;�;;:::::;m:m:m::T%-i.:__v.v:. - .., I ..�l , I � '-. _i� : i- . ,�._,. ., �� � - - . z . :;.. : il:22:1: 1: I . I . � .. " I . � i _ �_ - ,I., L, .- !, " " ... el I I� :�_,_.,;Kl�l '�ll;:.,_A;:_zl__ �, --,.,.-. 'I . I I I _,�', 1� ,% � - , i � , -1 - . t..... .i .. .., .,-,:1-, ., 1 I- , _,..... - I _-, .. ::.; ; . :4i.:::::: v.i " -- I 2 , � ..ii...nw., .t mmm-:7. ..m.:,,... , - 1. . .. . . , . i...... , �:-.�-�,5- ,;- I 0 1 0 11 -,od \ " �` i, i ; .tii*t i "" 1-1-1, " .4�1 �,I " I _L_ _'mll . _�=7,� .;,!,,�Z� !L�l, � .:_�l , I 11 i i " '1� `_1141111 t,... 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'- .:.-, i T -1 I . . - , _ PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR _ __ :1; .... .:t::: :;.:..:t .:�� V: .4i Z.i _ � - ' - . _ % i t . - . :, ... _,;t.. t iii,.um,iN ..:::m:::;::.!.� - _I L L' I 0 �.. I j . ........... ... .:..:._. , ..I ., .. , I - , . � -�;� (� , - . . - ,m:-i:. L . .1 " 11 T�[�. ` . ) .i ., I I ) �kn , 0 ,, % DECK & EXISTING-' \ I., .. L. ...i:1-i .7t_l ,_ "I I _j _ - L 1. ; � i - i - '. I i I .. . .i,.. -T.. .� i i i:i: . � 11 / ❑;p � , . .. . - % .. L.... .. .. - - . ., . L j , I I 11 OF THE ENGAGEMENT. v i \ STRUCTURE - 11 I I �.. -1 .% ",I—! L- I I 0) , "" I % I. ... . .. I .1 . .- i i - - . i � �. i.,�2 . . I -, i .. ... - �l ,^ . i - ! 11 I L, -1 . 1, � . - _ '.. . '.... :... - ..", � I, I I 1� :t \ - \1` " ..L 1 I .. .... I i , I � . 0 . 0 I.. L _ % , .1_-, _-, L - �e I I I 0 1 . _. I .. I i . . --;-. � � I . I I - I '. I -1 L. TION OF THE STATE EDUCATION LAW FOR ANY . I- ,11 ... .:.....: -1..... .. ,. _ _ .� \__ II- ; - I . .....; . 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I .. �.... -11 TOOL EQUIPMENT AREA �, " I . .. t1i J_` ,�� .., ,` . 0 �,._l � �. li f -,_� 4'� \... . . . _/ 1 j � , , . / i. I 4_,.,.,�,vni, -I .. , I lll� i ,k i �.. :_ . %l-..�i��- ... ... � I : ,, PROVIDE SILT FENCE �_,� I i t _ _:. _ .. " I , 5. Sl_l'E IS IN THE TOWN OF SOUTHOLD. COUNTY OF SUFFOLK TAX 0 < 0 I__ 0 . L .. , . L ..- -, , - - 4 z , 1�' -, . \ "" . I . AND DISCHARGE RING / , . "I 0 > - - t �FF-1 1.75' ...11 I I .L� .. '. I .. I i 1� I MAP 1000, SECTION 3, BLOCK 2, LOT 6. i . ; MAINTAIN DURING 1. I L�. _. '-,- __ � % � I , '.. , I \� L' _/ lw� �Lilr` . ., �, ., ; i i - - 1�._ . r . , � L. '.-_ . � / CONSTRUCMON '. --1_.' . . I ,�. I; 11 ...,im - _r- -` " / i�.- 11 I ,,"- ".1 w �_ .. : � \ \ �. - ') -' ) , '�`! ' L.. " j � i w ' 1p .. I k... .. .,/ *..-_ ,.. . . 11 I ?: , . .. , :� .� . I / I I 0 L - � .. t I- I- �_ '. - 1 . I ... .. ... - I ! 11 / / I � � 1 t-I' I't % _ __11 I I,. .- 1, i 11 L I . 11 Ld _j n - % V_ I - ., DETAIL) �, L -In -_ - I. -, 1 55' �,-'" I - . . ,� t � 4. (SEE DETAIL) �, �: � - "L,��,' . . I . I ., �, F -H. !, I . �* I. �._, - '. ,� I . I - . .- .; 6. TOTAL AREA = 1.81± ACRES. 0 = z t . , ". .-: . ''. . , , 11 _�- - : _, ; & I y I , e z L, �_ z 7 7 ,_l-w - I , I __ � - : -. . o 1, : I— `��'i __','_:,.` .,-,.__ _� � I I—...- __ �� :i i I,—I . . . .- �- � I I : - I I � , �,j� � I . . i.. I I , - ...� . i- , -1 . _. � I ll � I ll�� . I I : i _ I I . � j . � - ----. , ", I '. , I 1� ,% e-"L ; . . - . I t I - .11 I f I�:,-j _ ,.:,� . . � , ( " , . 1, . , , .... SETBACK " 1.I 1. . � E 1. , - : 0 7 _ - ,,,�, -:"__i%:,--f \ ..I-" -",..-, 17____ 1 2 �s , �_ !.L.,\ .--!: "'ll L� I_--- �' � rr, , i. 0 � I ,-\ _ " ,I . � (p . _ 't -, C) i ':,� - i _-.-.-.-- I i I % .,-. � .. . �.. -7; . . I .., , _E, - , .I' '. 1. ".-,.- li 1 7. SldE IS LOCATED IN ZONING DISTRICT R-120. T ! ., L- . ll�!,` �,-�t I _:�,�1.'I-L%,L i,, I I .- --�_ a- Lj ; C)0 I __o_ Il- i i. I --,:. . , ... � _. , ) --n 7F10 t I 'L :i_ . , \ I .� , . f -1. -.. -.1 : I , .1 .1 ' . � 11 I 1, : . __ 1. - I . I �l :: ` . I � % i . o il- , L ��' �_ �l � I . 1. I li\ ",L�� .-L \ I .. � __ y , T_ � rn I I , ., \ , __ - _ /, , 1,,, , _ � . ; -A -10 I � Ld < ; . .. . ,aw _lff.- I L �L, -tj ,� "� - - I I : i ; : I 11 - , , ---I: f I I 1, I �. .3, , . .- - _ - _.��' _ _--I t 11 ,..- � . �l _' _ "', - --,, I ,_ . � " � i I I " � _ - Q . 0 1, , i. _ ,_ - .-.._. � _ ,� " 1. � ��i .� � . - - _14- S 34�24'50* E -- -. 8. VERTICAL DATUM IS NAVD88 (n :� .. : . " _,,. . , ', 1, ___l t I . -- � ". . S ja �O " I i%: .,,- , `,�-:- , -;__ - ... ,a,�,.:--_ 1 i I 1- \\ .., , ..1-) 1% l I . :1. . . - i - \l-- 11 -1-1�f ` ::t-�--. _i- * ""' 4;�,;' < j� L, -- - !-�t`-': � .. 11 . : ... . - - f" 1,:�.�. --',--,e � . I/ _1 , ,f!i,,,-_-�A-: 1'. . . . i . I . ,--,. � - NOTE-PHASE 3-POOL AND I " ;, .� F) LIJ . � 1, _k��,� ",", -r- , . - - - \\ -11, " .i .. RADIUS - 174.25' , m .: (_I L.- -1. ,", C,,,,r..!.?l,,"-,,,,, -1 I � 't" 1, 1, 1, Li . - 11 _- I , i �_.,. . / . � " Ij ,� � - I . "`_-, 11 I '. I _lL -i I- .; r_ In . . _\ -�.'� x 1, ,"', 1, lo�� � I 11 p ld � ,.,�.,_--I PROPOSED 24!Xl 4! 1 POOL PATIO- FUTURE PHASE L � t Q� - "t (n ... c . IJ) '\,,\ �. ._.. V,�� ..� L" ,: , � .� I .- I r, 9. PERCENT LOT COVERAGE PROPOSED = 6.2% N - "e, (n I i . . _. �, ... ,", � I -1 0- I z , , I ,%. -:-"�- . I . �'. . I 1. .. k-\-_-._.- ,. . � � L. In -� 1, \ "�...� ; t,� - ! L -1 . - -'-A-... I - SHADE STRUCTURE --_� NOT INCLUDED IN BUILDING 4- ce .. "I ; I �1 . , T. �_ .il I---. vv-- L',_...., , -- ., . I .. ,- ; i �) 1 .,-,1111: I - I .. _. . 1.1- ., . , 1. . � , .e. , -4 Uj i, , .� - L�",1 � .. 141% ", ___ ,% --- �: U D - .F,- .. i, ,�,� �,_,,-, vtL_ . __ � I I , . - -1- :. 1. , �,,� i _�11�1 _ .11 I , Il� !�-,_...,,.,,�� C -. . . �. , 1. ---f".., , I � I 11, .)-, 11 N -r "i ., _ , , EXISTING ROCK 11 11 ADDITION. � . -1 . . - PERMIT APPLICATION FOR � ---- -- I_ . -.5 .,-L ��;I _� �,_'o _�.. - `.. , .... '!�-,�_., I _fL, �_�, 11".. .1 11 % I . � � , ),zli. I. , , - . , . ___4C ' 11 ... . � (n i: w;, 0 _; j.. . .. , 1, �. , ;,,- ,. �_-�_-__\ obr-w .� .I _ __ -g;. .7� RETAINING WALL I . _: .. 1. -, ..i I � 0 1 .i.t - . .t '�i�_1,111_� _ - - 11 � , _z cz -0-' o,,;, (� --, :: ,':!,,' , __ � . , , Ljj .. lz_ _., .... -:1 I _z I � � I ,.*�R,i:,l"ll_"- . 11 ; . -- I I . - I . -I �"-�'!i,-':.: -l') I I _ \ r ta- to . \ "I � ,_.� I , � ", ". i I 1. � 0 C) -1�. co- ,�� I - - . - I. __ . I -"-.n . , p _..... )%� � i 2" i _7 . 1- � _. ... � I I - I _j % ` , 1 ,-.- - . . �� TO REMAIN N i � . 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'. _ �j,- 't EXISTING J'l' � .. . .- 11:11 X., f) - "I k,� � .1 * -, i . , I I I t I L', ; _,I�.:-, � '. 11, - .4�_`_'.i STING tt , I, ., i I I . � - ; X it,- ,_��_ _. .. - 11 ,� I 'i , .. I I ,,, 1-11 I% fn ... -, � " .. im .f[ - .alt� �-. -.:.I;I. I L 1. . �. � -1 . 11 I ,I � 11 � , .--I _ _.-, I ...: .1 , I � WOVEN WIRE FENCE (MIN. 14 j - ... -m- .. .. _. .. . . 1. 't i - _.... i. � .. ..... . � . MESH ... .-1,� - . �i-"-'-- L....* .. , ;..- . .... 1. N L", - ,1 1;..!..I.,r, ,-_6 ,ff.j::�-_j__xfl�_-_ l: lp . ..-- . -1 .' .. STEPS % . .. . I, z It � -.".-�7 ., "- � I W1 MAX6' .. � , , , I . _...- . � - � .�N, �� . I . , - _ . -1. GAUGE ..... ;70 1 . \ �...". _ ,..., , I—. I. :i .- I——� ., :; f. f I . . . t . . � % I I bi ., I * , ., - ,, ,": "�!L - I �! %, � . \ � " 1. t '. _� I I .__vl-, ;, ar-- MAX.� �_ .- , ,,-�,., ..-� , �f I., 1 � I I .., I t ,_,�,.�if . .. -, - j , t , . ,_ . 4� -,;.--7 2 , I �i 1. I I , . I I . , . ... I � 'I" I , !� - ' I . �1� -, I . , , .1 ., . 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LENGTH - _j - . � 1 i � , i I "r- .� ' _ , .. 1 EXISTING R I -- . ..... - 11 , , " _. -1 I . . I I t I i L 1. I., i "7--_� EN�TER _��- . 11 1 , , -.1 : -,� ; '� '_ - t i t � �.' I I.; � ___� 0- -� - --- E-.,1-`Ot". "1-1 11 ....� .. :-""'!l_.. - - � ! . . I 11 1, 1�'i �1,,j .. ,,tt. �,j .: L 1-1.11. . . .. .. - --f i: I . i -,F,-. - . . I i I � . t . � , , I . I I � - t � _ ,-1 . . , �I , �_;_I-;� _. � . _ .' �. . 1�- �, -r."....-- . . . "I .: .. ... �:` '. f � .. I i .., . � : _ - j, , I"i _ -, .::i:,� I , ,__ I i �� '. a I - , - _� - :m. - . ". �,0L , �_ ��'�Z',',�',,_ . I _� i - t�,�.,--i - ' �. �, � i , . I . _) _, � I _____ .. RETA114ING WALL L. 0 ,, , , FENCE POSTS ' i"j,_,.�,f'.��,V.S!, � " ", , - , . I . I 1, - ,. - ..... .. �. 71;�:-"�_` . . '-1 `_i.. , - . i I I - % t , -- DRIVEN MIN. 16" 1 . - = _ . ,_� ", j:_:::t.: ... , � __ -------- .1 . I I 1. �, .-. L--i- , "" 'IL .,-L I , ,*l, I m 11 I 11, . __� -,'_� � .A' . -�,' . I � '. . 1, -0 ", -�,' I I I .. TO REMAIN - , .,t . - __ - 6!, � ' , -1, I 'i _ , ... , , - . , -'---! -,L� ;1,�` , ;� " , I -_ _ PROVIDE ROCK .��,_�;� 11 -----_ 0 .. L _ ii�f I!:a 1� I 7 '!Pt_[:, ., ,�..,-..- .�._k.�- t 't I � � . .:!, ll� I�:f� " RETAINING WALL �./l - f, � * ," 11 I .1,1 I . I , \, ,:t:n: :- . INTO GROUND ... TOP E.LEV.-10*± "I ,-,�.:,::�,;.4�--.,�,i--�..-�=t&;:, 4-�!,,L _. ., .11 ! t ,- , : - . '. __ --_ , _____ ,. .- I ;. - . ,:-t � 1 ."� ",_-1 j_ I - __ ... j? % 11 "I " I ., , � - ... i� " 6:1, z I ., � . . A * i "', I . I � I �!-l",� .. , i` ,-4.. � . I " � , I�. . .. ,, , \.. �. "-. . . . .Ti.,," ItIN'r.. .1 .,/ .,PROVIDE INFILTRATION , I . � . - -I.:1, t � .� I -----__ Q� .. ,kp,ill I � ..� i . .� . I I ., � I __ - - - i1w` I .. . , I I � - . , . -----_ CL .--,- " I I :.. 0 S ! . , ..TOP ELM-10'± � :i "! i-i 7. . .1. ,, BASIN FOR POOL PATIO , i. I . .I'-.:,- . 11 I __� .. -_. . .-L I - I .1� I : It I :50� - - : - - . I .�. � .. . 1��I , _ .1. 1� " �-` - - ., 1.�_ ,�_ 11 � . : \ - .- .� \ i ,I I ,- : I . i - 11 --1 - - - , I a ... .. ('0 j_. ,: , i � i I 11, 1. . : 111'bo � ,. (rl' 3 .,. i� � . : �1. .:j".''*'' � � � " I I �. : I I .z. . 1, .� L...I.,. . I I . . . i -, ... ". - . - , I L .. : . __ , I k �. I _. : 11 ----_____ . , �.,i i m , I "I ! 1, , a: i \ I , I.. _ ---:.. t I, .. '. , .� - '(SEE CALCULATIONS) .. / I : I j . I � I " i cn I . .1. ,� �, I " ", .. - : ,"ll, . / - - � s I' I .:_.l_.-_. , ;Z._�.-�..._ �l '. �.l ., , . : 1 1 . A I - >_ Ln cn .. I .1. - � . . - � - I __� __ D__ '. I 1, �, I ., t--- _., /11 - .1. . / 1 t , �l I I ,I. T_ T_ . ;Yl, il I� t i I - — __ m ... 616- \ , .. %, _ *e 1%-_ / I I . ! L , I ____ . BENCHMARK. CP NOD7606 I., -, ...�-.: _."L . , - / , I I � �� , ., t \ ___ I '. `t,:., _j ,_ , I , , I .. HEIGHT 1_- :,- L,,�l --- , . m . . " ,� . -� . I I � 0 , i - " �_.t 1:, o - ...__ / I . � . . . - . I i I,; !_.._ _Yl_.�_ ,4: � --n. , . .., .. I:/ , // I , I.", % ......I 4 ''I --- F FILTER : \ \ -� , -`_ - _'__� .. l I i I i . ., I ; ;� , - . I I ',: 11 ✓ / ; I I _ r I , - I , I I_ I i ' � ; `---.:,�t .'p I I I .. . � , , ; I EL=2.57" I I ,!.F. . I .. . I � " % I ,. , ___� = 16 MIN. I . __ ,�:�-;F�7 P'l .t,F:'' , �� ,f�.,,.,� _�� , .11 / .1 I . .3 1 _ _ I ,��/ : ,. ,.,Y�. , �L -r-.�r.---,� .. I ,.. i ,�//�7 ., , : ;0 ! .. . , / / I I � 1/1 . \ __ ,'_'- -_.- / , I 11 / I I 11 , , I \,\\\ --- 11 I - .. I ,;:,cN cp ,. I ," "I / i. -y _. - -,, _ I.. , . . % 7 . , , . I \ , ; I , . LIMITS OF , i I ) " `_ � � ,�,�", - V) . , � I z -9.0 /I .?, I- ; I _ I .. . .. j " ' . : . �� - I i - FLOOD ZONE AE ELEV. - __ � / I , . - " �\ - 1. -.�,_%_ -! / I - , .. . ��� " (�A"\ , - � - -�.I.�,"- --- . , . , "�:,�\ , I/ 0 cr li z : I • ____ :-r-:- -- �, 1 / '.. .. I I I 11 I 0 Li ,, �, C-.'f "" " . .1 I . I � ___�.__.,;,�! f-jl,N-,!'. .- I ,,,� '.. (SEE MAP REFERENCE 2) ,, T NE . .� I _tL 4 11 I- ,�, 4t.I .� � MER 4�r_ , 6" MIN, z I- Ljj .. 1111��111.11 `, . � , f.- t , . 11, . '- q- , 0 ., �.'_'.... - ., . I --,' 0 -1 e . - - � I . . " . 111111111111`ll 1, 7 11, . - -, � .11",'I -*- - - , I i.. , -A \ , 5323 .�t-.!�-11���,-.,..;i,Tl�'..'�-�, . - - I ) ., �_ :2 ----\-\— ... .f. .' � (FOU " () z 0 �_ ., \ I. � 1ii111iw-� , i- . . < C) . 1. ll - '5 . I \ �: '. 11111111111111111...1�1 i I , - �� 0 . ff' . ,�i "' -1. _". 1, . PERSPECTIVE ME In 0 . �_L � 2! � .,� -F_ __*� \ _p . - ia� Li ui .. .,.. \ I iF �l , , 0 L'i 0 ul I . . I iiiiiiiiilililllllllllllllllllillillillillilllllll1111111111lI S:203.85 !., , u \, (n < �_ (n < • / ., , -!�) I - < >_ T_ \ �l . Of ...... ,l Ln CO IW.3193.60 \ .1%_ % ,1. WOVEN WIRE FENCE (MIN. 14 1 0 �: z O_ , N)E5 I > .. ... .. I- ! 0 .851 _- .1, I,. "1, '-,; 1/2 GAUGE W/ MAX, 6- MESH— N (n I I 11 .. . - � I .... ..% i) \ 1\ 306 _- I", ... % _ WITH, .;� �D 0 -...... ,.� 'X-3 \ .1 . .- 0 ...�...... ...-, ".. - Of L,J CN N C'4 . * . "11 ____ DEWUffiE CALCULATIONS (HOUSE) 1_��i I, 36" MIN. FENCE POST - 0 1 1 1 . -04 � \ ; "I C14 �1) 0 � UNDISTURBED �� (N cli , ... .............................I ........................ .....I....I.� '� I 0I \ VA 4Va'or W \\ "�, �\11�" , , N'��_I_l FLOW- I� GROUND I I 1 NEW ROOF AREA = 1640 SF j \ 1� I (D r- 00 't \ ,-,, � .. � \ REQUIRED = 1595 SF X 1.0 X 2/12 = 266 CF � .1, \1 \": . . 0 0 0 -, , . t " '1� ', 1�1' ' ' 7: -, , .. 266 CIF / 50.27 CF/VF = 5.3 VF . . . \_ 0 - N �0 r: . : COMPACTED SOI . . . ' ' ?, 2: . 1- �� - Z . NIF (l) - 8-0 X 6' DEEP DRY WELL. " I �l 1,1, m � . \ LIMITS OF FLOOD ZONE VE13 \ EMBED FILTER CLOT �<\�,/�// �,�, (L 1� �,\\ ",,\",`� \ uj 01-z' i ; I I (SEE MAP REFERENCE 2) CRAB COVE LLC A MIN. OF 6" IN GROUND , " 2to 0 : per, , - i I I ,. .i \ SINGLE FAMILY ;;;,/--- - < 0 - \ RESIDENCE- // LOT COVERAGE CALCULATIONS �_ ��: / I I 1:��_ \ MUNICIPAL WATER // 1� T 4_;z, \ /Z (STRUCTURES AND IMPERVIOUS SURFACES) SECTION ME < 0- .... �� ON SITE SEPTIC SYSTEM �_ ., ,. .. I I -P, il�,,Irl ..,... I . // \ EXISTING .... 0 .. ........ � I - I HOUSE- 2080 S.F. CONSTRUCTION SPECIFICATIONS rn 00 n ... 0 0 I.... ..,...... _s>_ DRAINAGE CALCULATIONS (FUTURE PHASE 3) RESIDENCE �/ DECKS-806 S.F. 1. WOVEN WIRE FENCE TO BE FAST 00 �) 00 �.. 1:1�1__ 10,000 AREA 1 (POOL PATIO) FENCE POSTS WITH T (N u (A F, .. - # 0 /// GARAGE- 445 S.F. WI S, POSTS SHALL 13E STEEL EITHER "T" OR "U" TYPE 0 < m 0 . ., 4 1.0 X 2/12 = 186 CU. FT. I ...� :... ...... .... ... p Z, % ND AREA = 76,205± S.F.) = 4.4% OR HARDWOOD, m N E I ........ ........ \ 1 4" PVC WYE 0 w II`t�R PA��l AREA 2 (NEW DRIVEWAY) / 6 In _j , V OVERFLOW 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE NTH I- 0 � \ -3 U z Ljj uj I� TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE ui z z y 2400 SFX 1.0 X 2/12 = 400 CU. FT. 4 PVC CUT HOUSE- 2940 S.F. -3 y .. / TO LENGTH MIN, 6" SOIL COVER WOVEN WIRE, 6- MAXIMUM MESH OPENING. 0 0 In < uj 0 w CONSTRUCTION ENTRANCE . '------ OVER DRYwELL DECKS- 1050 S.F. Of 0 w fl� m: 0 186 + 400 = 586 CU. Fr. REQUIRED ---- - BLOCKS AND CATCH POOL- 384 S.F. 3. MEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY 0- m 0 0 u u U- NOT TO SCALE ---. // -BASIN GRATE TO GRADE SHALL BE OVER-LAPPED 13Y SIX INCHES AND FOLDED, FILTER CLOTH FILTER FABRIC %___ ,/' (NEENAH R-2525-F) OR EQUAL POOL PATIO- 1115 S.F. PROVIDE 400± SF (MINIMUM) INFILTRATION BASIN 1.5± DEEP = _rr=w!b_ SHALL BE EITHER FILTER X. MIRAFI 10OX, STABILNKA T140N, OR APPROVED DATE: 05/01/2019 ------.------.-- GARAGE- 445 S.F. EQUIVALENT. -_ \\ 600 CU. FT. PROVIDED. 90* BEND 14-0 Vlfl � — (UPLAND AREA = 76,205± S.F.) = 7.8% 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED SCALE: 1 " = 20' SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. - C) @ n @ 0 : EQUIVALENT. 0 @ 0 GRAVEL DRIVE- EXISTING- 3500 S.F. QUALITY CONTROL CERTIFICATION SDR 35 PVC .. @ 0 - f REVIEWED DATE IMICAL PLMMNG AND SEEDING FOR PAN WDEN AREAS: S.OPE AS REQUIRED : 3 0 @ @ 0 - * PROPOSED- 3235 S.F. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL GROUP REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. PROJECT: # 2019803 PROJECT MANAGER \ 1. S - () @ @ @ 0 I l.SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, TONE OR 0 © © @ 0 SURVEY NEW ENGLAND WETLAND PLANTS, INC. SCREENED GRAVEL ENVIRONMENTAL 8. - - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �.Ao\plol 3 N 'PLASTIC � NA I ��(Op T, "qL SECT" ' ADE To _' NG SEPIC ' 3 PLANNED- ] ' SYSTEM IS A SCDHS 'I ' ' SYSTEM SIZED BEDROOMS RS * '0\' -60 � b TONE ( AND Plznpm;rn% 4D) k \ / itit!rll�l ___, I- / I , I -, I I I _' ", I I `__ I I., I` I n: ',I 1-11 I / �, 'I CIVIL 2.MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA I. I 10. I 1. SHEET STRUCTURAL 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA STORMINATER DRYWELL DETAIL 20 10 0 20 4.LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI NOT 10 SCALE mm9 1 1 OF 1 ARCHITECTURAL i i 5.MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA GRAPHIC SCALE IN FEET - - - - U OD GO4 c N N LEGEND ca v� z v s ,0 ,_ PROPERTY LINE `\ `\ I I O `� , ••'�� ++ ¢ a5 F- ° ABUTTERS LINE —— \\\ ``I 19-1A � M O V NOW OR FORMERLY N/F j SI TE > BOUNDARY POINT ® \\\ \\\ i I 19-8 te-e 19-9A 19-70 (n � 1. _ — MERESTONE ® BLOCK 19 LOT 8 � `\ � to o co o \ �9-/,, � U � IjJ T N/F \ \ ILO L T ` \ OR PORTION 19— O O00 JEAN N. CALHOUN PT \ L Q 19-3 —1 a00 CD SINGLE FAMILY �� 19-8 = M 00 RESIDENCE- \ 19-4 V L M MUNICIPAL WATER ON SITE SEPTIC SYSTEM 25-1 LIMITS OF FLOOD ZONE VE13 ` i �� 20-1 (SEE MAP REFERENCE 2) / S:73. 10 I i i � 20-2 W:3028.60 I% % 21-' mu M MERESTONE 2,-2 '.�. �c RAFFERTY - \ S 34'28'40" E (FOUND) ► I � I \ 359.09' \ Y I J 20-3 w K7 O I I Hamilton F.Potter YI WOOD SHED LOCATION MAP SCALE 1 =400 I LIMITS OF c� FLOOD ZONE AE ELEV.-9.0 I I r °w: \ \�3► I Q MAP REFERENCES c�O (SEE MAP REFERENCE 2) 1. SITE PLAN PREPARED FOR SARAH C. TREMAINE BLOCK 19 LOT 7 =M' C� FISHERS ISLAND, NEW YORK SCALE: 1"=20', DATED: MARCH 9, 1989 O \ \g3 �—' / 3 I I Q LAST REVISED JUNE 25 1990 PREPARED BY CHANDLER PALMER & w 7r I \cs► �= ZBAG� \• \• � li �,,. KING NORWICH, CONNECTICUT.to Os SE \ Z• M f I I ", �3,r I I 2. FLOOD INSURANCE RATE MAP FOR SUFFOLK COUNTY, NEW YORK I i PANEL 38 OF 1026, MAP SUFFIX: H, MAP NUMBER 36103CO038H, I C y \ SEPTIC TANK / t P MAP REVISED SEPTEMBER 25, 2009. \ ' \ LEACHING AREA 1 J I Q I NEW FOUNDATION i W i Q 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE (n 1 LOCATED:03-02-2020 � i i Q INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE IIct PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR N \ 1 �`\\` �`\\ M i i EXCEEDS THE SCOPE OF THE ENGAGEMENT. `; \ `\ \ I I 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY i�^ `\ `\ i PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED W ` ` ° LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 0 ,In O \ I. r n i Z o \ I �.! 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND EXISTING �� I SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL g Z �, \• I RESIDENCE ARE THE PRODUCT OF THE LAND SURVEYOR. a o J _\z i �� I GARAGE \\\ I �, MEASURED FROM U.S. COAST AND g Q o t°Z \ 1 ..... i TRIANGULATION STATION "CHOCOMOUNT 2" U O \ �\ I I GEODETIC SURVEY TR AN 0 5. SITE IS IN THE TOWN OF SOUTHOLD. COUNTY OF SUFFOLK TAX z SETBACK I MAP 1000, SECTION 3, BLOCK 2, LOT 6. O z Z DECK / \\ i 6. TOTAL AREA = 1.81± ACRES. Q w � O v SCREENED I _ 'C \\ \ PORCH `� ——� — —S 34'24 50" E —— — 7. SITE IS LOCATED IN ZONING DISTRICT R-120. z a Q VQ) g C Z-` \ \ �` STEPS \ �+ �I RADIUS = 174.25' 8. VERTICAL DATUM IS NAVD88 wlz N W Y z W C-4 2 U \. O O � STONE \\ r WALL \ U 1 o \\ \\ 2. 160, s y�6 a0 1 \ LIMITS OF 1 \ SEE MAFLOOD P REFERENAE LEV.2}.0 BENCHMARK: CP ROD7606 1 / EL=2.57 \ I:. 53.23' \ I WESTONE \`I'��'`��\ z a N 25'36' " \ I \ (FOUND) `\v O �� p v f 0 yy \ I \ w Q ` S:203.85 N m W.3193.60 \ \\a W LP 306.85' `\` `,\ w N gq•4q'10" W \\ `\ w BLOCK 19 LOT 6 lz N/F \ ` LIMITS OF FLOOD ZONE VE13 CRAB COVE LLC \ (SEE MAP REFERENCE 2) SINGLE FAMILY Q �, RESIDENCE- MUNICIPAL WATER o \ ON SITE SEPTIC SYSTEM a a. 00 00 ........:... Go o V ..........................:.. \ O p z w' w L- w Y z z Y O O cn Q w O w J m U UO L- DATE: 03/03/2020 \ SCALE: 1 " = 20' QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT: # 2019803 PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL SHEET STRUCTURAL20 10 0 20 ARCHITECTURAL 1 OF 1 GRAPHIC SCALE IN FEET NOTES eu�P�c�euzneem � � cauauoEz '�-`4+.•'k' -.--�.�'-._.'�,np;.-;'FIS-�h. �"�=..�+':.?=gvr- �'�-Yua yy��r�'�,—i:"til;' J•-.•�;�'r� m m SmxGLEs."NiCntMnu4 �'=�•:.YY•' .�• � I-,,.�--, ;� -_. ,a�^5"r� Ar'. .i^r;'rn.. Ml. rnnsez t Prat _ I M MHF s4rvY.r � 1 FH C) 12'- 31H• Q0 W < O w —vxlnn loon — aLrs¢snn�Ma, =n�—III—II�III— II—IIIJI — II-111-11 II—III—III--III--.JI—III-1 1-111—III—III—II�—III—IIIJIIL-ILL--III—IIIJI LII — CP.AWL •ACE > 01, ELEVATION o�a A oaNm� e-1 1rz' O Z O U G 7 L W z < C C) wZ G N Ln j N R _ N"ra� JAN 2 9 2020 O RE - L� ..J ,�iyL'� x�',_,Y•f.;...rylrw T„� w _Y.-:.�,.. ..:_. � .•. -� °;'.s�_Tu�-.;t,.e..�--w� .�== _I__E--vei^^ ..,4 ,.e.As '�^ 7�•1'�1��,'''T'�'4'Y���LL�,��'��, �'?;`�i" '`r,��''"�'��I��';�fyW� „ti' sem_-uvo..rn �' ...�.,. P, —-—- - 71-�,�,r.4..-,u,�,�,r.�n'«,��tL�rL�.�N.:"+�F�'w'-iw4-mw.... 1 z•-z gra•B o eltvAnolLs� I — — — — — — — AVEPAG UAL; E n umo o-u CRAWL 5c slvn SPus 1'[ur 6'-11 1!2' n EAST ELEVATION DECK RAILING DETAILS 4•= A301 - _ NOTE5 j . LIARR 1 ELISABETH JAN 2 9 2020 CALLANDER }u-i^ VALZ III II I ! I —� II I _----- T� u wv { _—_—_—_ _—_� �_______ __ _ --_-_ _ �-___I__ LU b d _ _ ro orvaw O --._ ---- ------ '- - lae^n Iw lL ElEGzRiurc 5W5=: LU � I I I I � ; I I hn I I + I 1 — 1-- — rwr�amvcvpw> w nl '� :: _ U7 _ I I NO WORK IN! I ! I I I� I 'o I I I III I,, --1 — —- I — � (V tf� 5 'I _ f-"`• tfF715 AREAr�— 'o�:;I -1 1 - -- -- _I - — �,r.,,r, .r� — oL ---I O W IIS' In I —I — o I sol" f I III _ I o I1_ Z v — � - ;I; �, - I - - I -^- - — •n>K« U ---IT— ----- ------ — - '- — — — - - ® - ---- - ------------------ --------- ---------------- - I i 1` •I p i --j_-_--j�/� I 1 O I -1iq omr su _L mR : 2 -� - -- 0- IT II!�I TI!IS ;I, ��I I I �I I I I I o E1ELfRmNon5: I I I I I I I I I I o = bbb b b b b b b b b b bUOTrnm>�9M�ID B C D E F G M J K M N O P O R 5 T ENTRY LEVEL PLAN 9mo. A20 \/ li4'm I'-0' w+.i ac xer egret vs r NOTES gys�0,6 _ a AUG 1 7 ?020 CLARK * ELIZABETH CALLANDER r1ur_1 XTI TG DF 1• 281 5 SCOTT 5TREET T07 i. TITITOLD 5AN FRAHCI5CC, CA 04123 T 415 . G73 . 7745 E—CALLAtd DERCATT.P I FT 3 A331 A3 �, . YY,� .` . • r, , O A330 A331 221 - 011 I I I I ro . o .00 3G' - O" I - O" 14' - O" I — I I PROJECT NUMBER 18001 I I II I I ALIGN EDGE OF I I I II DECK WITH EDGE - _ - - - - - - I- r 3 I � OF SCREEN - . _------------_----- - ______________ G'- 1 1/4" ;)j 1 I I ALIGN EDGE OF DECK WITH FACE OF BUILDING O11 I — ———— 1 1 ` I SCREEN PORCH Ilie I (N)DECK --------- --- ------------ - G 1 " I I 0 I " I OUTSIDE SHOWER W/ - ------- -------1 I---_----_ 1 2-6 IN I I - 9 3/8 2-G MIN 01 1 I DRAIN TO DRYWELL ( I I VIFTO ALIGN WITH � I I �9 SH EA I I I SHEAR I I I I 8 - - - - - - (E)SCREEN PORCH FLOOR - - - z z r1111 — MITE 07C 07D 07E %I�tL1' - 9 3/8" 11 ° 07- OII - ----- I 4I OA� 1N —HO5E BIB - A330- IOALIGN W/FACE OF(E)BUILDING " OGA I \ R I I N V 2 D30 I w Q 1 II p o C\jr C9 r m - - - -- -------- ---- ---,"I _ _ -_ - _ _ ��—y� l _f I h 71 —T f"---• TI—"_ —.1 1 I I IJ ..l_� ' -i__ -_ I I 1 I --- —1 I n/ II II I Z 1 - I I R/ Q II II CCCC IA, EDGE RO0 AVE,TYP. 2 A3O I O �� m 1 z OFFICE I A 31 C�CEED I -S° III �_�- I_ _ - m I_ I_ 1 _ c • I I i i- - - - - - - ( I ` 07B - I - 07F - - - _ - -1 - i - - v _ I I. ,;I \ Il BATH m 1 `1 I _._ iiLLJ N i i i i 11 9 3/8 n I ruT All ,,-_.-—i_-_- __ .___—__'__.__ -_ -_-=ter I I I I i i� I ELECTRICAL SYMBOLS: "�7- I ; , �.. ._.--- - � ._ _..__•-- I OA I I { IOCA407 I \� CLOSET im ( CL05> f I N I ! I I 2 GANG, DUPLEX OUTLET v l m N I I I I i 02A 02 08A �p 1 15 - 0 1 5B STOR. 4 GANG OUTLET W 05A 07A (ZI I I I I I I r(� I I i �\ A408 , 7 I i DUPLEX OUTLET GROUND V 1 GFI FAULT INTERRUPTED 02C iv 1 5A \ �\ 1 5B I I k l 11 fI I I I INO WORK IN cf� CV �'I I 8 S -- --- -- --- ------ - — -.. -' - - - - - - - - _ - - - - - DUPLEX OUTLET - II- - _.ma ..,_... ,. _..__.__ 1 12A ! I A 13A WP WATERPROOFED TN IS AREA I FOYER I I I _rl I 2 CL SET 1 N W 5TOR. I 13 t li BEDROOM 21N,2 I II 04A I I !I d $ SWITCH (DIMMER TYP.) V J 1 2 N 2 3/8" , I • IQ) -- - — — — iv - 1 A330 THREE WAY SWITCH LL_. - - - m - AUNDRY --- m A� TIG I I e 1 2' -0" D3 (DIMMER TYP.) 0 ENTRY 11 N 111 I i I I I I 1 TELEPHONE OUTLET _ I - D I 0Ic I� u - - - w - J - - CABLE TELEVISION , I - OUT = L LET (I) COAXIAL ---I------I----------=tl----- ------=-----=I--- _-J --- --=1=-----I----- J------ - -- -=I = (I) CAT5 HOSE BIB 04A 1 1 1 A EDGE OF ROOF EAVE,TYP 15G 15f 15E Ln j u 12 - 011 1 8' - 6 I/2' ' - G 1/2" I I' - 6 I/2" ID INTEGRATED SMOKE CO2 - I I { I O DETECTOR ISSUANCE ---------------------- W FROM FACE OF STUD OF(E)HOUSE _ 2 - -- - ------- - - - - I -- -- — - Q CONSTRUCTION SET IT C) - 5 112" - 5 1/2" O' - 5 1/2"-`/ 0' - 5 1/2" 1 p I 0 I I I 1 O TH ERM O5TAT I REVISIONS # DATE DE5CRIPTION 3 7 o_ ELECTRICAL NOTES: /2Gi20 DECK UPDATE Lu I I I Q I I I I 1 . ALL SWITCHES TO HAVE DIMMER II U- 2. LUTRON 'DIVIA' WHITE, TYP. I I I I I I I I I II I I I I I 3. ALL FANS TO BE SWITCHED. IF LIGHT 4' - 0" G'- O" 3' - O" 6' - O" 1 6' - O" 3' -O" 10' -O" 1 JI 4' - 0" 8' - O" I INTEGRATED INTO FIXTURE, LIGHT TO BE 4' O" 22- -0-1 1 2' - 0" 1 2' - O" 91 - 011 1 - O" 13, - G, 12- - O" SWITCHED 5EPERATELY. le le 100 1I I I ( 1 ( 56 - 011 ( I 4. AN ECOBEE BUILDING AUTOMATION AND CONTROL 5Y5TEM WILL BE SHEET NAME I INSTALLED IN THE BUILDING - ECOBEE3 ENTRY LEVEL PLAN LITE WITH SENSORS IN ALL ROOMS. 5. OUTLETS TO BE ALIGNED WITH (E) B C D E F G N J K M N O I Q R T OUTLET HEIGHTS UNLESS OTHERWISE (1.. NOTED. (E) OUTLETS TO BE RETAINED WHEREEVER POSSIBLE. C>7 m G. SWITCHES TO BE AT 48"AFF ON CENTER UNLESS OTHERWISE NOTED. SHEET NUMBER O 7. ALL OUTDOOR OUTLETS TO BE 0 ENTRY LEVEL PLAN WATERPROOFED. �(V 8. ALL BATHROOM LIGHT FIXTURES TO ,. <3A201 1/,4If = I I-O" BE'DAMP OR WET RATED' N X-WINDS DESIGNS,COPYRIGHT 0 2018, ALL RIGHTS RESERVED NOTES CLARK * ELIZABETH ASPHALT 5HINGLED ROOF, CALLANDER MATCH EXI5TING 28 15 SCOTT STREET 5AH FRANCISCO, CA 94123 T 415 . G73 . 7745 E_CALLAN DERCATT.NET GUTTER5 AT EDGE OF ROOF, TYP. 20A 19F WHITE TRIM, TYP. 1 8F n'�y�' ..•i._.'� -, MATCH EXISTING FLOOD LIGHT FLOOD LIGHT .. ;; r', •tel+..r':. LF-53 LF-53 Fm SHINGLES MATCH EXI5TING " {• �' of .�,. t-S.`'r t 18B 18A 19B 19A \ NO WORK IN ' PROJECT NUMBER TI-115 AREA 18001 PHASE 2 L PPER — — — — — - — — — — — — — — — — — — — — — — — — — — — VEL _E VEL 11 - T 3/8" CRAWL5PACE EQ E ' ` Al n ACCF55, 15B 15 5EE STRUCTURAL DRAWINGS `\ / 10B 07E 07D 07C 02B 02A WITCH FOR CRAWL �' fl ` III ` ' PACE LIGHTING TO ' I 11111 11ILL-1 IL BE PROVIDED �0 O (ASSUME 3 LIGHT5 \ , 0\ W OUTDOOR OUTLET)— — — — — — _ — — — — L — ENTRY EVEL:4 IL (� LATTICE, MATCH (E) xi LATTICE, MATCH (E) _ _ _AVERAGE GRADE O ALUMINUM CLAD OUT5IDE 5 WER W/ CRAWL PACE O WINDOWS AND DOORS, DRAIN TO RYWELL 1 ' ISCREEN PORCH BAWL SPACE (N) WOOD DECK 8' — I I/2„ "" I ry GREY FINISH ENT, TYP BLOCK NORTH ELEV CONC ION WOOD AND ABLERAIIJN 0 I 11411 "= 11-011 -O 3 U '� z � � o � LU z 3 Q 0 N - 4X4 WOOD POST 2X4 WOOD HANDRAIL, N , W/CAP AT CORNERS AND START, SHAPE TO DRAIN MATCH(E)CAP DESIGN N CABLES , W Z WHITE TRIM, TYP. MATCH EX15TING C1 O w , ASPHALT SHINGLED ROOF, O p O MATCH E(I5TING 1L 5HINGLE5, MATCH IX15TING 2X4 WOOD HANDRAIL, SHAPE TO DRAW ALUMINUM CLAD CABLES — GUTTERS AT EDGE OF m WINDOWS AND DOORS, ROOF, TYP. w� O GREY FIN15H v ISSUANCE CON5TRUCTION SET PHASE 2 UPPER 2X4 WOOD HANDRAIL, — — — — — — — — — _ LEVEL 2X4 WOOD HANDRAIL SHAPE TO DRAIN SHAPE TO DRAIN REVISIONS 21 G 3/8" INTERMEDIATE SUPPORT, CABLES 4X4 WOOD POST, # DATE DESCRIPTION AS NEEDED AS NEEDED 2 G/15/20 LIGHTING UPDATE SCREEN PORCH — 3 7/2G/20 DECK UPDATE CABLES AE ' - 1 WOOD AND CABLE RAILING 07B OO / Lu , / Lu 0 11 3/4" Q O / - op c\i of — — - 1:2:E] I - — ENT LEVEL Lu � p SHEET NAME 12 - 3/8 o o ELEVATIONS — — — LATTICE, MATCH (E) AVERAGE RADE WOOD DECK CONCRETE BLO ° FOUNDA ON CRAWL SPACE �t CRA SPACE VEN 8' - 1 1 112" 5HEET NUMBER O CV EAST ELEVATION DECK RAILING DETAILS O 3 N 1/4" = I '-O" A301N X-WIND5 DESIGNS,COPYRIGHT G 2018, ALL RIGHTS RESERVED CLARK ELIZABETH 0 M 0 U0 U5EI CALLAN DER 1 � SAN FRANISOO, CA 94 123 T 415 . 673 . 7745 cov E CALLANDERgATT.NEf �05 F' ERMIT 5ET 100200 0 9 3' yyf r. y$ 0321B�: OF N � PROJECT NUMBER ARCHITECTURAL SYMBOLS KEY GENERAL NOTES g,r ` g. .. .-.X., SHEET INDEX 18001 EXISTING DRAWINGS 1 . 1 EXISTING BASE BUILDING SURVEY pRAWINGS PROVIDED BY THE OWNER FOR THESE DOCUMENTS WERE DESIGN CONSTRUCTION DOCUMENTS. CONDITION5 MAY HAVE BEEN y• # TITLE ALTERED DURING CONSTRUCTION. l:- + .2 ARCHITECT DOES NOT GUARANTEE OR WARRANT THE ACCURACY OF THE BASE BUILDING DRAWINGS. I tr 99A DOOR TYPE 7Cr'1 .3 CONTRACTOR NEEDS TO VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DISCREPANCIES. j I `' I `'`'' ' `'"' `` ' A000 jCOVER5HEET SHOP DRAWINGS x SITE PLAN 2. 1 GENERAL CONTRACTOR WILL PROVIDE SHOP DRAWINGS AS LISTED IN THE SPECIFICATIONS INCLUDING AT A MINIMUM: t.1' �? Fi0, Ui D20I DEMO - ENTRY LEVEL PLAN OOA WINDOW TYPE STONE WORK WOOD STRUCTURAL ELEMENTS DISPLAY REFR. EQUIPMENT r SNEEZE GUARDS WOOD CEILINGS (KITCHEN EQUIP. SFSD.) ;;KATION D202 DEMO - UPPER LEVEL PLAN r , TILE WORK FURNISHINGS METAL FABRICATION 4 Ili} C f (. ' r " "��`" � I r '`J"T "�!F_N�T BEFORE D301 DEMO - ELEVATIONS MILLWORK WALL BACKING LOCATIONS ARTWORK , ,r� T ..w:'u "(L„^TE OF OCCUPANCY D302 DEMO - ELEVATIONS O MATERIAL TAG DOORS + DOOR HARDWARE CONCRETE WAINSCOT SPRINKLERS/ LINES ��L C0�`'7' i' ' I ''r T TIIL: xx-xx Rt l.) ii{_:"yid l;i C ir.; :C?� dt: ,� aR O METAL WORK(INCLUDING WIRE TRAY SYSTEM) CUSTOM WOODWORK ETC. " t" _j ER USED k iv' -_R WFIX' S T ATI". f'0 i fit.t i'Cf :;i?(,r: FC;i d' S}STEM (�'�j\�'°��O 1 Al 10 WINDOW SCHEDULE 0 m SIGNAGE WINDOWS (AND HARDWARE) OPACOfIu l i=;hid,'{{t;j j FL Fi ?r`;.`. o� r_~ Al I I DOOR SCHEDULE V J NOTES 10 OF 1 5o LL�D. M GL GRID LINE REFERENCE 1 . THE WORK INCLUDED UNDER THIS CONTRACT CONSISTS OF ALL LABOR, MATERIALS, TRANSPORTATION, TOOLS AND EQUIPMENT NECESSARY FOR THE CONSTRUCTION OF THE PROJECT LEAVING ALL CC'',"!SLY WITH ALL CODES OF A200 ARCHITECTURAL A131 PLUMBING DIAGRAM SITE PLAN WORK READY FOR USE. ta`',III YORK STATE & TOWN CODES A201 ENTRY LEVEL PLAN AS HEOUIRED AND CONDITIONS OF PI.TARING A202 UPPER LEVEL PLAN Q O ROOM NAME 2. THE PLANS INDICATE THE GENERAL EXTENT OF NEW CONSTRUCTION NECESSARY FOR THE WORK, BUT ARE NOT INTENDED TO BE ALL-INCLUSIVE. ALL DEMOLITION AND ALL NEW WORK NECESSARY TO I l,. PLl.l�lBING WA/ i T' W Q -'�'•`____�, f, ' PP I C R .._I::=:;i s-_:::> A203 ROOF PLAN O ROOM NAME ALLOW FOR A FINISHED JOB IN ACCORDANCE WITH THE INTENTION OF THE DRAWING IS INCLUDED REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR MENTIONED IN THE NOTES. ALL WORK IS NEW, --- .- OI�T�YI ;q �n �.. .. I , ROOM NUMBER "(i;;G E,�C '=C0� E 'I;`''`' A21 I ELECTRICAL PLANS �, / �, / 101 U.O.N. SOL", „ �, RRD A301 ELEVATIONS L.L L.L 3. DIMENSIONS ARE TO EDGE OF SLAB, FACE OF FINISH, CENTER OF DOOR, CENTER OF WINDOW, AND CENTER OF PLUMBING FIXTURE, UNLESS OTHERWISE NOTED. ✓/ SOUTHOLD TOWN TRUSTEES A302 ELEVATIONS O CENTER LINE 4. DIMENSIONS ON REFLECTED CEILING OR ELECTRICAL PLANS ARE FROM FACE OF FINISH OR CENTER LINE OF COLUMN TO CENTER LINE OF FIXTURE OR GROUP OF FIXTURES, UNLESS OTHERWISE NOTED. N.Y.S.DEC A330 SECTIONS 0 r � "��9 A360 STAIR DETAILS 5. ANY ERRORS, OMISSIONS OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. '[E�UuS F'L.ACARDI�N.G REQUIRE.13 51 .0 GENERAL NOTES *TYPICAL DETAILS 10'-0" SPOT ELEVATION RETAIN STOR�J k1,'A i EP1 PAL"N - s 1 . 1 FOUNDATION PLAN W RELATIVE TO FLOOK LEVEL G. JOB SITE SAFETY IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PURSUANT TO CHAPTER 236 51 .2 ENTRY LEVEL FLOOR FRAMING PLAN OF THE TO= CODE. I 51 .3 SHEAR WALL LOCATION PLAN v J 7. ALL WORK SHALL BE INSTALLED TRUE, PLUMB, SQUARE, LEVEL, AND IN PROPER ALIGNMENT. Blower door - � Q LEVEL I FLOOR LEVEL ductwork � � 51 .4 UPPER LEVEL FRAMING PLAN 8. THE GENERAL CONTRACTOR SHALL VERIFY AND ASSUME RESPONSIBILITY FOR ALL DIMENSIONS AND SITE CONDITIONS. THE GENERAL CONTRACTOR SHALL INSPECT THE EXISTING PREMISES AND TAKE BTId duCLvt Orl, Must provide Manuals 51 .5 LOWER ROOF FRAMING PLAN W z 10'-O" ELEVATION ABOVE PROJECT ZERO NOTE OF EXISTING CONDITIONS PRIOR TO SUBMITTING PRICES. NO CLAIM SHALL BE ALLOWED FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE REASONABLY BEEN INFERRED FROM SUCH AN testing required. D, J and S as per s I .6 ROOF FRAMING PLAN N EXAMINATION. NYS Energ Code 52. 1 SECTIONS � PAGE / PROJECT NORTH 9. ALL DIMENSIONS NOTED "VERIFY' AND "VIF" ARE CRITICAL DIMENSIONS AND ARE TO BE CHECKED BY CONTRACTOR PRIORTO CONSTRUCTION. IMMEDIATELY REPORT ANY VARIANCES TO THE OWNER'S 52.2 SECTIONS 0 r(� TRUE NORTH REPRESENTATIVE POR RESOLUTION. PROJECT DIRECTORY 53. 1 TYPICAL DETAILS 10. VERIFY ALL ARCHITECTURAL DETAILS WITH CIVIL, STRUCTURAL, MECHANICAUPLUMBING, ELECTRICAL, AND DE51GN/BUILD DRAWINGS BEFORE ORDERING OR INSTALLATION OF ANY WORK. ` V (n OWNER: CONTRACTOR: - R/ 1 1 . VERIFY CLEARANCES FOR FLUES, VENTS, CHASES, SOFFITS, FIXTURES, ETC. BEFORE ANY CONSTRUCTION, ORDERING OF, OR INSTALLATION OF ANY ITEMS OF WORK. CLARK AND ELIZABETH CALLANDER H P BROOM HOUSEWRIGHT INC. 0 W 12. WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE DRAWINGS. 2815 SCOTT STREET P O Box 70 - 162 Ferry Rd SAN FRANCISCO, CA 94123 Hadlyme CT 06439 U (n 13. COORDINATE ALL WORK WITH EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO: IRRIGATION PIPES, ELECTRICAL CONDUIT, WATER LINES, GAS LINES, DRAINAGE LINES, ETC. T: 415.G73-7745 T:(860) 526-9836 14. PROTECT ALL EXISTING BUILDING AND SITE CONDITIONS TO REMAIN INCLUDING BUT NOT LIMITED TO WALLS, TREES AND SHRUBS, PAVING, CABINETS, FINISHES, ETC. ELIZABETH CALIANDER WILLIAM (BILL) BARTELTT t 5. WHERE LOCATIONS OF WINDOWS AND DOORS ARE NOT DIMENSIONED, THEY SHALL BE CENTERED IN THE WALL OR PLACED AS REQUIRED FOR THE FRAME TO CLEAR THE ADJACENT FINISH, AS SHOWN email: c-callander@att.net email: bill@hrbroom.com ON THE DRAWINGS. 16. ALL CHANGES IN FLOOR MATERIALS OCCUR AT CENTERLINE OF DOOR OR FRAMED OPENING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. STRUCTURAL ENGINEER : GNCB ENGINEERS " 17. INSTALL ALL FIXTURES, EQUIPMENT AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. 1358 BOSTON POST ROAD 18. SEALANT, CAULKING AND FLASHING, ETC. LOCATIONS SHOWN ON DRAWINGS ARE NOT INTENDED TO BE ALL-INCLUSIVE. FOLLOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS AND STANDARD OLD SAYBROOK, CT 06475 INDUSTRY AND BUILDING PRACTICES. T: 860.388. 1224 Ext. 13 I All exterior lighting 19. INSTALL SMOKE DETECTORS AND FIRE EXTINGUISHERS IN ACCORDANCE WITH THE SPECIFICATIONS AND IN CONFORMANCE WITH LOCAL FIRE MARSHAL REQUIREMENTS. PROVIDE TEMPORARY FIRE ROXANNE L. BROWN installed,replaced or ISSUANCE EXTINGUISHERS IN UNOCCUPIED SPACES AS REQUIRED. email: rbrown@gncbenglneers.com repaired shall conform . 20. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF THE CONSTRUCTION DOCUMENTS ON THE JOB 51TE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL THE to Chapter 172 PERMIT SET TRADES AND SHALL PROVIDE ALL THE SUBCONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS AS REQUIRED. of the Town Code REVISIONS 2 1 . THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS OF ALL SUBCONTRACTORS AND TRADES ON A REGULAR BASIS, AND SHALL EXERCISE A STRICT CONTROL OVER JOB # DATE DESCRIPTION CLEANING TO PREVENT ANY DIRECT DEBRIS OR DUST FROM AFFECTING, IN ANY WAY, FINISHED AREAS IN OR OUTSIDE JOB SITE. 22. CONTRACTOR SHALL LEAVE PREMISES AND ALL AFFECTED AREAS CLEAN AND ORDERLY, READY FOR OCCUPANCY. THIS INCLUDES CLEANING OF ALL GLA55 (INSIDE AND OUTSIDE) AND FRAMES, BOTH NEW AND EXISTING. 23. STATEMENT OF ENERGY CONSERVATION: THIS PROJECT WILL MEET ENERGY EFFICIENCY STANDARDS AS ESTABLISHED BY THE STATE OF NEW YORK. 24. PROVIDE ADEQUATE TEMPORARY SUPPORT AS NECESSARY TO A55URE THE STRUCTURAL VALUE OR INTEGRITY OF THE BUILDING DURING CONSTRUCTION. 25. ALL REQUIRED EXITS SHALL BE OPERABLE FROM INSIDE, WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE. 26. GLASS SUBJECT TO HUMAN IMPACT SHALL BE OF SAFETY GLAZING MATERIAL TO MEET STATE AND FEDERAL REQUIREMENTS. DEC 1 g 2019 SHEET NAME 27. CONSTRUCTION EQUIPMENT NOISE SHALL BE MINIMIZED DURING PROJECT CONSTRUCTION BY MUFFLING AND SHIELDING INTAKES AND EXHAUST ON CONSTRUCTION EQUIPMENT AND BY SHROUDING OR COVER SHEET SHIELDING IMPACT TOOLS. SUBMITTALS 28. ALL WORK SHALL BE DONE IN ACCORDANCE WITH AIA GENERAL CONDITIONS DOCUMENT (LATEST EDITION). 2 N N N SHEET NUMBER N G) O NAOOO O N_ O X-WINDS DESIGNS,COPYRIGHT 0 2018, ALL RIGHT5 RE5ERVED U n GO "_ to E LEGEND TEST HOLE DATA .� _c cloll o DATE: 9/19/85- R. H. STROUSE, P.E. O VY 0 .2 mPROPERTY LINE ABUTTERS LINE -- f �; i 0- 5" TOPSOIL O a - - o c ` r- 5"- 22 SANDY SUBSOIL 19-'" SILT FENCE SF ` ( 22"- 100" SA W - ai h ND /FEW FINES SITE 19_9 1910 cn cd V EXISTING CONTOUR - - 10 \ 't `� - _� } ` �,`r 100" - 132" SAND 19_8 19-9A W Q 0 -2 q ' t I;� GROUND WATER AT 120 ELEV. 1t a CU a`) o PROPOSED CONTOUR 10 BLOCK 19 LOT 8 `� c > NOW OR FORMERLY N/F NIF , PORTION19-219-ORn V >m U JEAN N. CALHOUN QPT I 1 % STRAW BALE BINDER 'a-2 = ,, o c N BOUNDARY POINT O ' `, I i PLAsnc uNINc WIRE 19-3 2-" 0 '� V W lL rNi SINGLE FAMILY + ' �, r MERESTONE ® RESIDENCE- +� ( +t NATIVE MATERIAL 19-6 (n o r (OPTIONAL) 19-4 '^ � r O) MUNICIPAL WATER S `+ ` I ,9-5 V/ > N ON SITE SEPTIC SYSTEM `, ', / f SECTION B-B Q M Do / + I WOOD OR NOT TO SCALE Y5-1 W '/� LIMITS OF FLOOD ZONE VE13 METAL STAKES V+ (2 PER BALE) 20-1 (SEE MAP REFERENCE 2) 0 a NO UP-GRADE TO 5:73. 10 •�) I'+, I; /! ;' _ 20-2 V = THE EXISTING SEPTIC W:3028.60 I' it 's: - �- i1-' SYSTEM IS PLANNED. "'1 I ; I f 10' MIN. ;: -7-4. -7-4. J B }.,I CURRENT SYSTEM IS SIZED C '` B Mu M FOR NUMBER OF BEDROOMS } uwo usr z1-2 (EXISTING AND PROPOSED) MERESTONE i 1' I VARIES S 3,V28'40" E (FOUND) RAFFERTY o� 1 I \ 359.09' 1 t is i Y ,'.+ OD ` FLS \ PROVIDE DRY WELLa PROPOSED r" ` ', j 4 // _ _ _ 2o-s 20- -0 O •i \ FOR ROOF DRAINAGEm _ CLEARING / PROVIDE 1 I f PLASTIC• •STRAW BALE l LIMITS TEMPORARY \ ' i ; , Hamnt� F.Potter m n \ (SEE DETAIL) "� STOCKPILE _ LINING PLAN (TYP) \ �" _� CONSTRUCTION t ' 1 �I I NOT TO SCALE t AREA �; - ` ENTRANCE (SEE DETAIL) t I „ , t 1 \ Q LIMITS/NCE CONCRETE WASHOUT PIT LOCATION MAP SCALE 1 =400 LIMITS OF DIST `t ? ` ' ' t - I Lel NOTES: FLOOD ZONE AE ELEV.-9.0 ~'1' 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL MAP REFERENCES C11 G Z �y (SEE MAP REFERENCE 2) CONSTRUCTION, LARGER PROJECTS OR PROJECTS C1 , � REQUIRING PUMPS MUST BE SIZED ACCORDINGLY (7 ! ' f ` + I GALLONS/TRUCK, 50 GALLONS/PUMP, PLUS MIN. 1' 1. SITE PLAN PREPARED FOR SARAH C. TREMAINE BLOCK 19 LOT 7 p - ir )• FISHERS ISLAND, NEW YORK, SCALE: 1"=20', DATED: MARCH 9, 1989 O `, J , �c �,I !A �I- I C,,EKR / } v` � I FREEBOARD \ Z \ >�G O ` 1-% 3 _ I , •,., i ` i 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED LAST REVISED JUNE 25, 1990, PREPARED BY CHANDLER, PALMER & r. FROM PIT AND PROPERLY DISPOSED OF WHEN THE PITKING NORWICH, CONNECTICUT. \ g; I O p °R �= I REACHES 75% OF TS. , •. _ � � I ` . '' �� ' I QAPACITY. u.: Vic.>� -/ � � /i ( c % I • \•.I, (I - "; Lv � I 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE 2. FLOOD INSURANCE RATE MAP FOR SUFFOLK COUNTY NEW YORK CH RG?) iY,^i tI(i , / ( \ _ l � : 4 ;aa i to I CONTAINMENT OF WASH WATER.0 \ Z ` I L _•?- I .`, ; PANEL 38 OF 1026, MAP SUFFIX: H, MAP NUMBER 36103CO038H, ` ` ` `G�`'-x'�W� '• MAP REVISED SEPTEMBER 25, 2009. Z > PROPOSED - r,r. `.• t N i Z j•��' ADDITION SEPTIC TAI`, I.F:A:;H , r',R�.,la c I I (SLAB ON GRADE NOTES O14 ELEV „ v'vfN ! 1 r ) I �T. 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE \ f' ,� 1640 S.F. �,Y 'a G�r�v,...t.. :- i€ Fti Frt�. f�:; r'�" �, 1 I FF=12.2TEST, n;+,•, . a �' la I I f�: INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE \ REMOVE EXISTING r > \ ;• ` ', ., / ���u ;- n , ,' I 4 PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR DECK do EXISTING - „ ,-, r -� i - �} ' ,in i , i r EXCEEDS THE SCOPE OF THE ENGAGEMENT. STRUCTURE A,�4 � \ r� 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY J ,l ,� \'•� \ ! ; ..` ` ti 1 .r-� ` ``� it + �O +S IF,r,�� I � `i� F \' f F� , � •� M'1 � � I `�•� M, .,Y ,z-� l ;\ �C '� j / , PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED Q LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. w O ' + :•v: �' \' STAGING O m o \ 1 LIMITS OF_ 111-' i' ' AR __.......... _ t t�,v : / i / ,/ + ; C 0 -n ;; t;z _ } �k , _ r r I 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND n �N - 1 ' , ,_, >t o \ DISTURBANCE ll; z5_ __ , ', vj 'k \1 .f ;'i" i PROVIDE CONCRETE I I • } ; I ' _ SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL z t Z 16,4001 S. F.; ti �= ,.-.M- \_�,_ / r I < \ \ \ 1 it ii`.'' _ ` /`' I tt _ t 1 _ f irj~ �� ' (SEEN DETAIL) / r 7 �; ARE THE PRODUCT OF THE LAND SURVEYOR. T, =� r W ` / / I 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND J EXISTING '` � - Z -�o \ \ tt, _ GEODETIC SURVEY TRIANGULATION STATION CHOCOMOUNT 2 Q Y `'` ..r GARAGE - t z v PROPOSED E GEPICE ' C \ + DECK FF 1 2.2 11 ? ?: ~ Y; ~} ;>; 40 1 Z PROVIDE SILT FENCE ,. ,,f \ / { r POOL EQUIPMENT AREA �r1 ti j U 0 p Q 1 i MAINTAIN DURING �L + \FF=11.75' � . >` �'yp; ' %" ;. AND DISCHARGE RING ' ! I 5. SITE IS IN THE TOWN OF SOUTHOLD. COUNTY OF SUFFOLK TAX OQ >- ` CONSTRUCTION z >: MAP 1000, SECTION 3, BLOCK 2, LOT 6. T 0 O (SEE DETAIL) i \ \~ i t i T� � = ! r' 55' j I O Z Q I t ti. T ! / s 6. TOTAL AREA = 1.81± ACRES. z LL Z S B K l 4 - , 1 \.�,....,... S .,•.. ..aa... � ET i T 1 J C)0-,1 a 1\ \ \ (z , �F.;;I`, \z ` �" I / J i ! `l;I/ 1 ( 7. SITE IS LOCATED IN ZONING DISTRICT R-120. o 0) LJJ Li t Q Z S 34 24'50" E w (/) •�r � �.. \f;,.,,�, � ���.,� ,, ` I \ . i t• - � - -- -- -- 8. VERTICAL DATUM IS NAVD88 � � Q g \n� tet : p�� ! PROPOSED 24'X14' - cn w N LO z{ •nO 1\ \ \ f �. RADIUS 174.25' /' -1 \ \ SHADE STRUCTURE 1 + ' C ?+ \ x \` r' _ pP l \ 9. PERCENT LOT COVERAGE PROPOSED = 6.2% r z o �, �,r;ri �,, \;_..: ,1. < �, (' \ EXISTING ROCK \ r LL.I cV w \W Z 'z n,, k,.. >' \\ ` RETAINING WALL \ \ I r: z N + �' ' `'T` }\ ?'O `- '. . ;, a' nry; ` TO REMAIN /� Q rJ• \ . \ z `l <, ztt ., p X32 , . 4.. '/ & \ \ � W `� , . �1"' ,2 �,�.., �.. r \ i `, 1 `i SILT FENCE ;�_ rsr- \ poo ,, �: ' -n l c `,. _ Ld / HEP REMOVE \ t t \ i EXISTING ( 3 `' 4 v _ STEPS ``'_' ' `� `` ,� l � �1 \ � + !?'-'''� 4'•' WOVEN WIRE FENCE (MIN 1 Y Ci,..... .Y ti � z =, , � �, S• � GAUGE W/ MAX. 6" MESH N New.. ya. �, ° K -' S':i / ,�,{y�• `• 112" SPACING) ® `i '' \\ \ \`` ..-/'C.rr ,µ ': ',, Z•, r Cs' ".. > \ y .. » 9- '„i f,r ( �.�� ,?v rREMO♦L I t ` \ `\ \\\ t �i }c. 1 ti .,) =.-R \ ) " a TREES A'r Y >� r :," I ''- �� t I 1 I '4 \ � � 1 \, � 10' MAX. ' EXISTING ROCK ' ,.�>, `' `°< 112" : rr �� ` , a �< 1 ' i ` i S� CENTER Tp CENTER 36" MIN. LENGTH �/ RETAINING WALL .' I ,.; :. s. _, 1 +, �. �x U . 1 k L o :- m .< 1 t I ¢ FENCE POSTS PROVIDE ROCK TRi t °. ,:�5.• I TO REMAIN �» i ��:x : / 1 t '`. TOP ELEV 10'1 ? { .tom . ,� k .:. ) .do-° / / / 1 +, t !` �'`:, 3 ;` DRIVEN MIN. 16" '_ nv RETAINING WALL ,, Li <.' :../ i i I ' ! �2,, r '\ `+y INTO GROUND TOP ELEV.-10'f % , : r, `; '. ;PROVIDE INFILTRATION w�^�i '! > o ' 2 BASIN FOR POOL PATIO i Tr;E4 AND NEW DRIVEWAY. t MAP'L,`_ Ry (SEE``t ,r! _�' /'(SEE CALCULATIONS) BENCHMARK: CP OD7606 0° / I _ HEIGHT R CC1r ' r / i i 1 £` EL=2.57' \ " .� i ,.+ R o; �. ` = 16 MIN. 1` '\ ��...i4�.T r',� j ', /\\\� \. OF FILTER Y r �v,h LIMITS OF �' cn FLOOD ZONE AE ELEV.-9.0 ! �1 O \/\/\\\\�\�j\/\ o � w ~ F �,x ��„\ / / (SEE MAP REFERENCE 2) ESTONE �� �, /i\//\ o w w 53.23' :' h�=;>'• r:,;; MER F`' o/ \ s" MIN. Z a N 25'36' " I \ YY''1r `' ( Lo FOUND) O '� `�� p z o ' W \ F Z ` PERSPECTIVE VIEW - o z o \ f S:203.85 \ �o w Q \ in m W:3193.60 \ WOVEN WIRE FENCE (MIN. 14 0 3 z 'L N 1/2 GAUGE W/ MAX. 6" MESH I > ?� Fifl I N 306.85 \ SPACING) WITH FILTER CLOTH z_ Ld W 36 MIN FENCE POST t 44' \-os \ N �� DRAINAGE CALCULATIONS (HOUSE) o 0 0 FL UNDISTURBED N o N NEW ROOF AREA = 1640 SF �\ \ OW-. II GROUND l REQUIRED = 1640 SFX 1.0 X 2/12 = 274 CF ` \ 0 0 BLOCK 19 LOT 6 274 CF 50.27 CF/VF = 5.5 VF '� \ \//� /I z O N t N F USE ONE(l) - 8'0 X 6' DEEP DRY WELL. \ �\ COMPACTED SOIL \j\ z LIMITS OF FLOOD ZONE VE13 / ( ) EMBED FILTER CLOTH \\�\\ \� w (SEE MAP REFERENCE 2) CRAB COVE LLC A MIN. OF 6" IN GROUND \\i to SINGLE FAMILY 4" RESIDENCE- a so. LOT COVERAGE CALCULATIONS \ MUNICIPAL WATER ON SITE SEPTIC SYSTEM o \ (STRUCTURES AND IMPERVIOUS SURFACES) SECTION VIEW Q �•� f ��. G� EXISTING p �• %sem DRAINAGE CALCULATIONS ROOF LEADER HOUSE- 2080 S.F. CONSTRUCTION SPECIFICATIONS o o ' `1>al U� AREA 1 POOL PATIO RESIDENCE DECKS-806 S.F. 0 o 00 F. Its ( ) 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH N CJ 1115 SF X 1.0 X 2/12 = 186 CU. FT. GARAGE- 445 S.F. WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE m o C4 E I < I o L % OF LOT COVERAGE (UPLAND AREA = 76,205± S.F.) = 4.4% OR HARDWOOD. �R FAB \ AREA 2 (NEW DRIVEWAY) OVERFLOW E 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH o 0 o ma' RIS \ LI 2400 SF X 1.0 X 2/12 = 400 CU. FT. PROPOSED TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE w z z Y 4" PVC cur HOUSE- 2985 S.F. Y 2 � o o TO LENGTH MIN. 6" SOIL COVER WOVEN WIRE, 6" MAXIMUM MESH OPENING. CD o cn Q w c� w CONSTRUCTION ENTRANCE 186 + 400 = 586 CU. FT. REQUIRED OVER DRYWELL DECKS- 1050 S.F. 0- o w D_ = o J BLOCKS AND CATCH 0_ OD o 0 U U LL NOT TO SCALE POOL- 384 S.F. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY BASIN GRATE 25 GRADE SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH PROVIDE 400± SF (MINIMUM) INFILTRATION BASIN 1.5± DEEP = FILTER FABRIC f (NEENAH R-2525-� OR EQUAL POOL PATIO- 1115 S.F. SHALL BE EITHER FILTER X. MIRAFI 100X, STABILNKA T140N, OR APPROVED DATE: 05/01/2019 \ 600 CU. FT. PROVIDED. GARAGE- 445 S.F. EQUIVALENT. \ % OF LOT COVERAGE (UPLAND AREA = 76,205± S.F.) = 7.8% , 90' BEN o o p o 0 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED SCALE: 1 = 20 SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. 0 o O o 0 GRAVEL DRIVE- EXISTING- 3500 S.F. EQUIVALENT. QUALITY CONTROL CERTIFICATION 4" SDR 35 PVC GROUP REVIEWED DATE TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: SLOPE AS REQUIRED m O O o 0 PROPOSED- 3235 S.F. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL PROJECT: # 2019803 00 0 o O O 0 REMOVED WHEN BULGES" DEVELOP IN THE SILT FENCE. PROJECT MANAGER 1.SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, 1" STONE OR o 0 0 0 0 _ SURVEY NEW ENGLAND WETLAND PLANTS, INC. SCREENED GRAVEL ENVIRONMENTAL 2.MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA v 6' vSHEET CIVIL 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA STORMWATER DRYWELL DETAIL 10' STRUCTURAL 4.LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI20 10 0 20 1 OF 1 ARCHITECTURAL NOT TO SCALE S.MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA GRAPHIC SCALE IN FEET NOTES CLARK ELIZABETH CALLANDER 2815 5CCTF STREET- 011 35' -,5 112" 5AN IF KANC15CC, CA 94 123 T 415 G73 7745 I CALLANDEF,@ATTMET ED - - - - - - - - 4 - - - - - - - 0321 "321 Op N PROJECT NUMBER a- . ........ 18001 I II 0 0 ............. .......... -------............. ............ . ......... ...... ........ ................ — -------------- .......... 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ILI_ MII NtII€j REVISIONS # PATE DES,CKIPTION Ii 02 OI PI . ......... ...........a .. .......... ...... ........ ....... ................... ..... ............................. ......... ---................ ----------- ---------- .. ......... . ......... ...... ........ ...... ... ......... ......... ...... . ......... ........ .... 101 121:- Oil - 011 .... ........ Oil � o 121 - 011 141 - 011; 41O 22' - d / 011 1011 Oil - 011 or 41 - 011 41 - 011 41 - 011 41 - 011 41' Oil 41 41 - 011 41 - 011 41 41 - 011 41 - 011 41 - 011 41 - 011 41 -011 4' - 0" 41 - 011 41 - 011 41 - 41 - 011 J, 1, 4 5HEET NAME DEMO ENTRY LEVEL PLAN G H K Ln SHEET NUMBER ENTRY LEVEL PLAN DEMO < 6G 11 1-011 D201 O X-VAND5 DESIGNS,COPYRIGHT 0 2018, ALL RIGHTS RESERVED NOTE5 CLARK ELIZABETH CALLANDIEP, 2815 SCOTT STREET SAN FFANC15CO, CA 04123 T 415 . G73 . 7745 CALLAN DEP,@ATT.NET ....... ... 30 ED .0 211B N -- -- -- -h! -- --- -- --- -- -- -I� -- --7� PROJECT NUMBER ..................... 7 1,5001 ....... ... ....... ... II fL A3,�Q .................. L ;� � I + �' i I I I I I ' I O T.—A IL G) ...................... ( 4 121:- 011 100'. ......... A330 . ......... II .. ......... is .... ......... ......... ........ ................. u > . .......... ............. ........ .... .. ........................ ---..... ......... . .......... ...... ...... ..... ... .......... .......... ........ ........... ——— ——— ——— L LU I I _ ———————— —— —LFC— .... ......... .... .. ............. —————— ———— NO WORK IN J ............ 4: Lu ------------------T---,*-,rr-----,:---------IT-------IT— ...... ... ....... ......... TH15 AREA- -------------- .....................- ----- ........... LLLJ . .......... ...... .. ........ ....... 31 Wer — — ----------—- —1 F 1 ISSUANCE i II .... . --------- DO # DATE E5CRIPTION ii 41 - 011 41 - 011 41 - 011 41 - 011 41 - 011 - 011 4 41 - 011 41 - 011 41 - 011 41 - 011 41 - 011 41 - 011 41 - 011 41 - 011 41 - 011 4 - 011 41 -011 e v 41 - 011 41 - 011 41 - 011 Jo SHEET NAME DEMO UPPER LEVEL HK M N PLAN Q0 N SHEET NUMBER o UPPED LEVEL-PLAN DEMO c\j 11411 1 1-011 D202 'o X-WINDS DESIGNS,COPYRIGHT 0 2018, ALL RIGHTS RESERVED NOTES CLARK *- ELIZABETH CALLANDER 2815 SCOTT STREET SAN FRANCISCO, CA 94 123 T 415 . C73 . 7745 E_CALLAN DER@ATT.N ET r r/ r/ EDA r r f cc XI i t PROJECT NUMBER // /�� r•�� � �i i 18001 UPPER LEVEL - ------------ ___ - ---------------- - -- - 1 _ 1 I 77 ���� III IIII III III I � r ' I: I if NO WORK I _ I "ill fII;,III IIIII IIIIIIIII IIIIIIIII II %\ III I /� IIIIIIIIII IIIIII fII \ _ -I N- T — 15 -_. ........Ii ._.. ...../.......... ILL = AREA L - 'I --' t _ �I ............... ........... --_ ............. .. ...._�- -- 1 1 L �� L - I - ENTRY L- EV EL _ I _ GRADE _. ...... .......... - CRAWL SPACE V J _ O G" > O �OR/ 0 z 0>- iDE=MO ELEVATION-NOR/T/'rH rr NN > 1/4 1 '-0 W (s)< z�o wC— (s) .............__......._............................ _-_. . .. ISSUANCE - - _ - UPPER LEVEL _ _ _ _ _ _ _ _ _ _ _ _ _ 20' 107/8" - NN : ,_ r• II =- == == ��Illl ==-== == ���II .,f�II1 . . -< -`i11IIL1I1I-I1I�---CJI1I-III1III1I. -, - - - - - -11II111I111I- --�_I1II1IIII�1III - - - - - - - - - - - - - - - - - - - - - - ..:. -. "11III- # DATE �VDISESIOCNRSIP TIO N rLrJLL LENTRY L 2' 2 AVERAGE GRADE SHEET NAME ------------ ___ _ DEMO - ELEVATIONSCRAWLSPACE QO SHEET NUMBER DEMO ELEVATION-EAST I 1 I . 1 N O X-WIND5 DE51GN5,COFMIGHT 0 2015. ALL RIGHTS RESERVED NOTES CLARK 4� ELIZABETH CALLANDER 2815 SCOTT STREET \� SAN FKANC15CO, CA 94 123 T 4 15 . G73 . 7745 E CALLANDER@ATT.NET d c � i I \`... ? f f � e , i I A I - - - - - - - - - - - - - - - - I r j ....--_... I J rte` 0321b iQ I �. f., - - ' I OP N : o, i � \tea f - „ �, - -- - - - - - loll . . ." UPPER LEVEL m- - --- — _ — — — — — — — — — — — _ 2O' - 10 7/811 PROJECT NUMBER N O WORK I� — —— — — — — 18001 ........... . , .............»._....... » __�»....».._..-__..,......_................. . ......... � ------- -- _ - �_... - fir--= IN THIS i� �I I _ t , r-»----- .. ,. • III Ill 111 II[ f , AREA ,- I \ I 1 I i I 1 1 E i � `I III III II II € i I I . ... : I L J L J I I I , E � 77 i I ENTRY LEVEL R ......_................................................... ...... <.......... .s......... ..... _..._.._..................................... .. ......... ............... ..—. — — .— — — — . _... _ .._ 2 - 23/811 _ I — — — — — — — — — — AVERAGE GRADE O CRAWL SPA CE m. � O O � CZ z O DEMO - ELEVATION-SOUTH U Q I II — 1 h 114 — 1 -0 �J z � � o � W z 0 < N - N C� R/ W Z U � i �- I � Z f ............ U f l`\ _................ .......... I ISSUANCE I r� \ P L UPPER LEVE — — �— 1 — 11 VISIONS 20 - 10 7/8 # DATE DESCRIPTION .._- _ ._........._........._.._......_ . ----- ...------........._.............._............._...... ii;.. — . - TF 3 � �, �� t NO WORK =E. I I I I III I III I I Ir. •. : :. ,=i ; �i \ I ,I N THIS �. III Hill I III -- - I I I � I : III 11111 III ! ' . E AREA i 1 I " III 11111 III . . , i I' E E; ,I 3 S, I' F f if ' I.. I� — — — — JIL ,..................................... ................... ............_.._...... _.. 1 I f . I I ENTRY LEVEL 4 - - _ SHE NA ............... - — — — — — — — — — — — lr — — T———————�T ��_.�"-—_ _�,x..�:::,,'�:��a- ���._._:.�......_�.��,s___z_. _ 12 - 2 3/811 `� I ET ME _ _.._..........._...._».__..__................._.....»...»...._.__ __ . _ -_�--_.. _ _.._»_.»...»..»..........__........._......................._.... .__....._....... ........ _r__a :::-..._. - — DEMO - ELEVATIONS � ... ____ _ II _AVERAGE GRADE —1.... ��--�.. I _ _ _ ... — — — — — _.__:___....._ 101 - 2 I/211 CRAWL SPACE � Q 81 b 0 Ln SHEET NUMBER N ' N DEMO - ELEVATION-WEST D302 2 p 1/4" = I '-0" X-WINDS DESIGNS,COPYRIGHT 0 2018. ALL RIGHTS RE5ERVED WINDOW SCHEDULE NOTES HEAD ROUGH ROUGH WINDOW MATERIAL TRIM MATERIAL # TYPE WIDTH HEIGHT HEIGHT WIDTH HEIGHT MATERIAL INT. FINISH EXT. FINISH MATERIAL FINISH MANUFACTURER HARDWARE EGRESS COMMENTS 03A B 31 - 011 4' - 5 1/5" G' - 8 5/8" 31 - 1" 4' - 5 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING, TEMPERED GLASS, MAX OPERABILITY 4" 035 B 31 - 011 41 - 5 1/511 G' - 8 5/8" 31 - 1" 4' - 5 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING, TEMPERED GLASS, MAX OPERABILITY 4" 03C A 31 - 011 4 - 5 1/8" 1 1' - 7 1/4" 31 - 1" 4' - 5 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLA55, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING, TEMPERED GLASS CLARK f- ELIZABETH 03D A 31 - 011 4 - 5 1/8" 1 1' - 7 1/4" 31 - 1" 4' - 5 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLA55, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING, TEMPERED GLASS CALLANDER 04A A 2' - 4" 3' - 3 1/8" G' - 8 5/8" 2' - 5" 3' - 3 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 0413 A 2' - 4" 31 - 3 1/811 G' - 8 5/8" 2' - 5" 3' - 3 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 2815 SCOTT STREET OGA A 2' - 3" 3' - 1 1 115" G' - 8 5/8" 2' - 4" 3' - 1 1 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING SAN FRANCISCO, CA 94123 T 415 . G73 . 7745 OGB A 2' - 3" 3' - 1 1 1/8" G' - 8 5/8" 2' - 4" 3' - 1 1 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING E_CALLANDER@ATT.NET 07A A 2' - 8" 3' - 1 1 115" G' - 5 5/8" 2' - 9" 3' - 1 1 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL No INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 07B A 21 - 511 3' - 1 1 115" G' - 8 5/8" 2' - 9" 3' - 1 1 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL Yes INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING I OA A 2' - 3" 3 - 1 1 115" G' - 8 5/8" 2' - 4" 3' - 1 1 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING, TEMPERED GLA55 I OB A 2' - 3" 3 - 1 1 1/8" G' - 8 5/8" 2' - 4" 3' - 1 1 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING, TEMPERED GLA55 D 1{ % I OC A 21 - 4;i 3' - 0 9/1 G" G' - 8 5/8'f 2' - 5' 3' - 1 1110' WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLA55, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING I I A A 21 - 4 3' - 3 1/8 6 - 8 5/8 21 - 511 3 - 3 5/8 WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING I I B A 2' - 4" 31 - 3 1/811 G' - 8 5/8" 2' - 5" 3' - 3 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING > , 15A A 2' - 8" 3' - 1 1 1/8" G' - 8 5/8" 2' - 9" 3' - 1 1 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWINGx 155 A 21 - 811 3' - 1 1 1/8" G' -8 5/8" 2' - 9" 3' - 1 1 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL Yes INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING Cly 15C A 2' - 8" 3' - 1 1 1/8" G' - 8 5/8" 2' - 9" 3' - 1 1 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING -03 �G 15D A 2' - 8" 31 - 1 1 1/81, G' - 8 5/8" 2' - 9" 3' - 1 1 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING Op 15E A 2' - 8" 3' - 1 1 1/8" G' - 8 5/8" 2' - 9" 3' - 1 1 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL Yes INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING N 15f B 2' - 8" 3' - 1 1 1/8" G' - ,5 5/8" 2' - 9" 3' - 1 1 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 15G A 2' - 8" 3' - 1 1 115" 0 - 5 5/8" 2' - 9" 3' - 1 1 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL Yes INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING PROJECT NUMBER 18A A 31 - 011 4' - 5 115" G' - 9 1/811 31 - 1" 4' - 5 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLA55, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 1813 A 3' - 0" 41 - 5 11511 G' - 9 1/8" 31 - 1" 4' - 5 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL Yes INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 18001 18D A 31 - 011 4' - 5 1/8" G' - 5 5/8" 31 - 1" 4' - 5 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL Yes INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 18E A 31 - 011 4' - 5 1/811 G' - 8 5/8" 31 - Is' 4' - 5 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 19A A 31 - 011 41 - 5 1/511 G' - 8 5/8" 31 - 111 4' - 5 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL "-- INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 1913 A 31 - 011 4' - 5 1/8" G' - 9 1/8" 31 - 1" 4' - 5 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 19C A 31 - 011 4' - 5 1/8" G' - 8 5/8" 31 - 1" 4' - 5 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL No INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 19D A 31 - 011 4' - 5 1/8" G' - 8 5/8" 31 - 1" 4' - 5 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL Yes INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 20A D 2' - G '311 G" 3 - 2 3/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 VELUX SKYLIGHT ELECTRICALLY OPERATED INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 2013 A 12' - 4" 3' - 3 115" G' - 8 5/8" 2' - 5" 3' - 3 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING 20C A 2' - 4" 3' - 3 1/8" G' - 8 5/8" 2' - 5" 3' - 3 5/8" WOOD CLAD PAINTED, COLOR TBD ALUMINUM CLAD, GUNMETAL WOOD WD-04 MARVIN, COSTAL SERIES FOLDING CRANK HANDLE, SATIN NICKEL INSULATING GLASS, LOW E2 W/ARGON, WOOD SCREEN, COLOR TBD, SEE ELEV. FOR SWING0 v J O Mn Q O MULLIONS TO BE 5/8" MULLIONS TO BE 5/8" MULLIONS TO BE 5/8" W SIMULATED DIVIDED LIGHTS SIMULATED DIVIDED LIGHTS SIMULATED DIVIDED LIGHTS > O W/SPACER BAR(SDI-5) W/SPACER BAR(SDI-5) W/SPACER BAR(5DL.5) � LL n/ — , \ z O LLJ Lu u 0 0 / \ Lu \ U 6) _ / \ \ w �� uU w i \ LLJ C) LLJ / \ \ J o Iii- SEE SCHED. o SEE SCHED. // \\ o SEE SCHED.lu Lu ` V 71 Lu W U SEE SCHED. w W n0 cn - - - - - - - wU—L - - - - - - - — - — - - TYPE A TYPE B TYPE C TYPE D U CASEMENT WINDOW FIXED WINDOW AWNING WINDOW SKYLIGHT WIN DOW TYPES Z 3/411 — I I-0" \ J N m INTERIOR (TYP.) N EXTERIOR (TYP.) C) ISSUANCE 0' - 0 1/4" 0' - 0 1/4" 01 - 1" N PERMIT SET 0' - 2 1/2" REVISIONS - TYP # DATE DESCRIPTION 0' - 2" WINDOW WIDTH oe 1 00,- 211WINDOW WIDTH w w _ _ O O 0 0 Z (V Z_ 0 N SILL 1 _ 1" \i V I A ?0 SHEET NAME WINDOW SCHEDULE �0' - O 3/4" ' - 1 114" Q ELEVATION SECTION ELEVATION SECTION N WINDOW TRIM DETAILS N I 1 112 11 = 1 1-011 SHEET NUMBER O - N m A I 10N X—WINDS DESIGNS.COPYRIGHT 0 2018, ALL RIGHTS RESERVED DOOR SCHEDULE NOTES DOOR FRAME # TYPE WIDTH HEIGHT MATERIAL FINISH MATERIAL FINISH MANUF. HARDWARE COMMENTS O I A F G' - 0 5/8" G' - 10" ALUMINUM CLAD, GUNMETAL PAINTED, COLOR TBD WOOD PAINTED, WHITE MARVIN, COSTAL SERIES 0113 E 51 - 105/811 G' -8" N/A WOOD PAINTED, WHITE CASED OPENING OIC G 21 - 10" G' -511 WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE TBD 02A C 31 - 27/8" G' - 10" ALUMINUM CLAD, GUNMETAL PAINTED, COLOR TBD WOOD PAINTED, WHITE MARVIN, COSTAL SERIES FRENCH DOOR SIDELIGHT 0213 IC 31 - 27/811 G' - 10" ALUMINUM CLAD, GUNMETAL PAINTED, COLOR TBD WOOD PAINTED, WHITE MARVIN, COSTAL SERIES MARVIN TRADITIONAL HANDEL- EXTERIOR FINISH, OIL RUBBED BRONZE PVD - INTERIOR FINISH, SATIN NICKEL PVD W/ULTIMATE SWINING SCREEN 02C C 31 - 27/511 G' - 10" ALUMINUM CLAD, GUNMETAL PAINTED, COLOR TBD WOOD PAINTED, WHITE MARVIN, COSTAL SERIES CLARK ELIZABETH 02D E 2' - 8" G' -811 N/A WOOD PAINTED, WHITE CASED OPENING CALLAN DER 04A D 2' - 8" G' -8" WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE 05A G 41 -011 G' -8" WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE CASED OPENING 2815 5coTT 5-rREEr GA H 2' - G" G' -8" WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE TBD T 411 5 SAN FRA . 94 123 5 .. G73 .677745 07A D 2' - 8" G' -811 WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE E CALLANDEP,@ATF.NET 0713 IE 2' - G" G' -811 N/A WOOD PAINTED, WHITE CASED OPENING 07C C 21 - 9 15/1 G" G' - I O" ALUMINUM CLAD, GUNMETAL PAINTED, COLOR TBD WOOD PAINTED, WHITE MARVIN, COSTAL SERIES FRENCH DOOR SIDELIGHT 07D B 5' - 5 3/4" G' - 10" ALUMINUM CLAD, GUNMETAL PAINTED, COLOR TBD WOOD PAINTED, WHITE MARVIN, COSTAL SERIES MARVIN TRADITIONAL HANDEL- EXTERIOR FINISH, OIL RUBBED BRONZE PVD -INTERIOR,FINISH, SATIN NICKEL PVD W/ULTIMATE SWINING SCREEN 07E C 2' - 9 15/1 G" G' - I O" ALUMINUM CLAD, GUNMETAL PAINTED, COLOR TBD WOOD PAINTED, WHITE MARVIN, COSTAL SERIES FRENCH DOOR SIDELIGHT q� �.ED A/ , 07F E 2' - G" G' -8" N/A WOOD PAINTED, WHITE CASED OPENING �C�A 'j 1%. 07G J 2' - 8" G' -8" WOOD SCREEN DOOR 05A G 21 - 1011 G' -8" WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE TBD 09A H 2' - 0" G' -8" WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE TBD 7� d I OA E 2' - G" G' -8" N/A WOOD PAINTED, WHITE CASED OPENING CS? 1013 C 2' - 10 7/8" G' - 1011 ALUMINUM CLAD, GUNMETAL PAINTED, COLOR TBD WOOD PAINTED, WHITE MARVIN, COSTAL SERIES MARVIN TRADITIONAL HANDEL- EXTERIOR FINISH, OIL RUBBED BRONZE PVD - INTERIOR FINISH, SATIN NICKEL PVD W/ULTIMATE SWINING SCREEN I OC E 2' - G" G' -8" N/A WOOD PAINTED, WHITE CASED OPENING N I I A ID 2' - G" G' -811 WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE TBD 12A D 2' - 0" G' -811 WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE TBD 13A G 41 - 011 G' -811 WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE TBD PROJECT NUMBER 15A D 2' - 8" G' -811 WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE 1513 E 2' - G" G' -8" N/A WOOD PAINTED, WHITE CASED OPENING 18001 1 GA D 2' - G" 31 -7 1/2" WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE TBD 18A ID 2' - 8" G' -811 WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE 185 D 2' - G" G' -8" WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE TBD 19A D 2' - G" G' -8" WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE TBD 195 D 2' - 8" G' -8" WOOD PAINTED, COLOR TBD WOOD PAINTED, WHITE 20A H 2' - G" G' -8" WOOD PAINTED, COLOR TBD IWOOD PAINTED, WHITE TBD 20B H 2' - G" G' -8" IWOOD PAINTED, COLOR TBD IWOOD PAINTED, WHITE TBD ` n v J O M� DO W Nm O EQ EQ ^ CLI i/4" LL O 0 i 0 —211 4 1/ " �' 0' 4 / " W O' - 0/1/4" REVEAL TYP. LLJ 0 0 0 0 0 = , WOOD PANNELN OPEN TO Ln cn ` Lo ` U-1 `� w BEYOND U-1 w , w N N V J Ln to to W ' SEE SCHED. SEE SCHED. SEE SCHED. SE SCHED. SEE SCHED. TYPE A TYPE B TYPE C TYPE D TYPE E FRENCH DOOR SIDELIGHT DIVIDED LIGHT DIVIDED LIGHT SINGLE PANEL DOOR OPENING EXTERIOR DOOR, DOUBLE EXTERIOR DOOR, SINGLE \ — — — — ISSUANCE ' PERMIT SET REVISIONS ` 4 1 0 4 1/ 0' 4 /211 I 4 1/ " 0' 4 / # DATE DESCRIPTION I , - � I � SCREEN PANNEL o o '' WOOD WOOD \` o I o Lu � r_ , � = WOOD = , u PANNEL PANNEL PANNEL U , Ln tu Lu lu lu Lu N - - - - - - - - - - - - - Lu Lo Ln �, \ \ I \ SHEET NAME ` DOOR SCHEDULE Q Ln , , WOOD\ N EQ �' EQ PANNEL ' I N SHEET NUMBER O SEE SCHED. SEE SCHED. SE SCHED. SE SCHED. m I Al I I TYPE F TYPE G TYPE H TYPE J N ENTRY DOOR DOUBLE PANEL DOOR POCKET DOOR SCREEN DOOR X-WINDS DENGN5,COPYRIGHT 0 2018, ALL RIGHT5 RE5ERVED NOTES 1 . SANITARY, VENT LINES, AND DRAIN PIPES TO BE ABS PIPES, TYP CLARK * ELIZABETH CALLAN DER 2815 SCOTT STREET SAN FRANCISCO, CA 9,4123 T 415 . 673 . 7745 E CALLANDER@,ATT.NET 4 IN. , , At c,AN . COLLECTOR VENT 1 / IN •0321 N �-'- I - I/21N. / LAV PROJECT NUMBER I - I/2 IN. 1 1,5001 / loo�� 1 - 1/2 IN. 1 1 - 1/2 YIN. '/ LAV � 1 - 1/2 IN. 1 - 1/2 IN. / I� W / 1 - 4 IN.// I/21N. 2 IN. WC / I � I o / p / 2 IN. SHOWER I nn 3 IN. / I 1 - 1/2 IN. / oO / 1 U.J Q � 3 IN. > O wc ry ry 3 IN. / — I U � � / � W / I z � 4 IN. / Q / I � w z I 1 - 1/2 IN. 1 - 1/2 IN. 1 - 1/2 IN. N (n 1 - 1/2 IN. LAV R/ � I I 1 - 1/4 IN. Lu_ 2 IN. I LAV I 3 IN. LAV 0 � I CLOTHES .� I - I/2 IN. / 3 IN. WC WASHER 2 IN. � 3 IN. — STANDPIPE 4 IN. TUB U SHOWER • 1 1 - 1/2 IN. 2 IN. ISSUANCE 21N. CLEANOUT PERMIT SET TUB/ REVISIONS # DATE DESCRIPTION I SHOWER 3 IN. 4 IN. COLLECTOR, wc CONNECTS TO EXISTING SEPTIC 3 I N• SYSTEM LAVSHEET NAME PLUMBING RISER 1 - 1/4 IN. DIAGRAM G) O G) N PLUMBING RISER DIAGRAM SHEET NUMBER oN N.T.S. 0A 13 1m 0 X-WINDS DESIGNS.COPYRIGHT 0 2018, ALL RIGHTS RESERVED NOTES \ CLARK * ELIZABETH CALLAN DER 2815 SCOTT STREET SAN FRANCISCO, CA 94 123 T 415 . C73 . 7745 E_CALLAN DER c@ATT.N ET D A)t o LtJ O°uf' � cr 0, cs? � OP N \ / PROJECT NUMBER \ / 18001 / r o 301 \k4 Vl 2 lot O (N) PLANTING ?F \�2 ,AREA > O \-Z O i \ PO LL L.L 0 0 � c Q \ O \ / W�9 � � (E)ROCK / X0 � ��� \' T� i RETAINING WALL. i� �- < ' \ TO REMAIN / O \ \ i ' N \ \ (N) DRIVEWAY \ \ ` V (n \ (N) PATH AND PARIVNG, (V SEE SITE PLAN LLJ / 2 D302 O \ / D302 2 U \ / A3020LL O SF\ (E) GARAGE U A�O,o ISSUANCE PERMIT SET REVISIONS # DATE DESCRIPTION SHEET NAME ARCHITECTURAL SITE PLAN N N SHEET NUMBER _ G) c\l ' ITE PLAN m I H = 20'-0" A200 J L0 X-WINDS DE51GN5,COPYRIGHT C,2018, ALL RIGHT5 RESERVED NOTE5 CLARK * ELIZABETH CALLANDER 2815 SCOTT STREET SAN FRANCISCO, CA 9-1123 T 415 . G73 . 7745 E-CALLANDER@ATT.NffF D 'AN r2ki -Nh, A3 0 A330 cc � �cr�rW�`�JQ n�,�.+/.)l3.J. 2' !;.-r�;�(',;:-._."::.:..:.::.�:C.,.._ii-I!;3i l 3-lIIIIIiIII( N - 00--z_ .._.. -}1I�IIIII _-...._._-._—..---.-----TI iI1II',I Oil 411- 011 30 - Oil 1,51 - 011 I r PROJECT NUMBER 15001 L9 ............. .............. .. ........ ------I---- ---- ------- . .. .. ............ . .. . .. .... . .......... ............. (N)DICK .... .. 5CRfEN PORCH ---------- ------------------------------ (0-7 Z-0 min 2'-G" min ............ ............................... ---------------- 1 11 - 95/811 ------ vvrii 07D 07ET!�91 : OUTSIDE SHOWER W1 7C DRAIN TO DRYWELL ............ A ...... 07A ---------- 4� 0 1 OA 1013 OGA OG13 > .......... MTER --------- --- -------------- --- -777-77.. ............. .................................. ... ..................... .................................. .......... -7 10B ------------ (V cz .......... ........... C A WP VVF ...................... .... Off ic: COVERED PORCH- 0 f > 0713 MN ..................... 3TER'bATH ----------- P - 9 5 ELECTRICAL 5YM1301-5: Q C), I OA IOC 09A CLOSET CLOSET 1 2 GANG, DUPLEX OUTLET 02A 0213 02C < 150A ... ... LLJ 4 GANG OUTLET STOR. 05A DUPLEX OUTLET GROUND 15D §GFI 15 FAULT INTERRUPTED N 0 WO RK I N ............ ............. DUPLEX OUTLET FOYER WATERPROOFED §wp d Th 15 AREA" .j CLO ..................... ........... -------- SWITCH (DIMMER TYP.) BEDROOM 121 - 2 3/511 1��#O I GA 5TOPI. THREE WAY SWITCH LL - -LALNDRY $D3 (DIMMER -A3A111:- Typ.) 70113 .......................... ...................... ENTRY ............. ................ -V TELEPHONE OUTLET OIC .... . IF CA13LE TELEV15ION ........ ........... Flly�! �O I A ZZ OUTLET = (1) COAXIAL - - -- - -- --- --- -- -- - - - -- - -- - -- ---- ---------- --- -- - - ------ = (1) CAT 5 .................... <0413 04A 15G > u) 9 5 INTEGRATED SMOKE CO2 ISSUANCE 24S DETECTOR --------------------- �21 ----- - -- -- - PERMIT SET THERMOSTAT 0 REVISIONS 2 # DATE DESCRIPTION ELECTRICAL NCITE5: 1 . ALL SWITCHES TO HAVE DIMMER 2. LUTRON 'DIVIA! WHIT[, TYP. 3. ALL FANS TO BE SWITCHED. If LIGHT - 011 - 011 1 - 011 61 -011 101 1 - 011 81 41 - 011 - 011 Gl - C11 - 011 G 31 - 011 4 INTEGRATED INTO f IXTUPE, LIGHT TO BE 31 41 Oil 221 - 011 121 - 011 121 - 011 SWITCHED 5EPEKATELY. 9- - 0'- 121 - 011 31 - 011 5,51 - 011 4. AN EC05EE BUILDING AUTOMATION SHEET NAME AND CONTROL SYSTEM WILL 13E INSTALLED IN THE BUILDING - ECOBEE3 ENTRY LEVEL PLAN LITE WITH SENSORS IN ALL ROOMS. 5. OUTLETS TO 13E ALIGNED WITH (E) OUTLET HEIGHTS UNLESS OTHERWISE NOTED. (E) OUTLETS TO BE RETAINED c\j WHEREEVER POSSIBLE. C\j G. SWITCHES TO 13E AT 48" AFF ON CENTER UNLESS OTHERWISE NOTED. SHEET NUMBER G) 7. ALL OUTDOOR OUTLETS TO BE WAT E RP ROO f f-D. 0 1 1 0 7=07E > O 77 C\j ENTRY LEVEL PLAN VwUwzz- 8. ALL BATHROOM LIGHT FIXTURES TO 114 1 -o BE 'DAMP OR WET RATED' A201 J � X-WINDS DESIGNS,COPYRIGHT Q 2018, ALL RIGHTS RESERVED NOTES CLARK * ELIZABETH CALLAN DER 2815 SCOTT STREET SAN FRANCISCO, CA 94 123 T 415 . G73 . 7745 E-CALLAN DER@ATT.NET A 21 A3AO A330 1 - 011 .0321 lie1 40 OP N PROJECT NUMBER 18001 Gil I -011 9)11 G" ( 4 VJ 'NA330 --- - ----------------- ------ OJ- I 5A v J jjI 9A 1 9B ry 0 Lu ELECTKICAL 5YMBOL5: 2 GANG, DUPLEX OUTLET t 19A 20E 8 2(NI LU 3'! A ! . A eA11O 0 BO �Llllo 4 GANG OUTLET MIN. ........ MIN, ........... DUPLEX OUTLET GROUND EJ 0 FAULT INTERRUPTED �GFI BEDROOM DEPRoom NO WORK IN ......................... ---------- ........ .. ........................ 19 8A .........------- 1 . TH 15 AREA . .......... ....... ............... WP WATERPROOFED U-i 00 ... ------- ........ ....... ................. ............... SWITCH (DIMMER TYP.) 3 5TAIR 7! 1,�33 LL- �O (OPEN TO DELOM THREE WAY SWITCH -------- CD3------ (DIMMER TYP.) t .......... 07 0II I -V TELEPHONE OUTLET _j -j L-, CABLE TELEVISION OUTLET (1) COAXIAL _�"/ ? i I I ( ! �•. .. �.. `• . . !;. I --- - -- -- -- - -- . I ' I i (1) CAT 5 jj I E 155UANC DETECTOR 2 Ile INTEGRATED SMOKE CO2 PERMIT SET THERMOSTAT REVISIONS .......... 2 # DATE DESCRIPTION ELECTRICAL NOTES: r i 1 . ALL SWITCHES TO HAVE DIMMER 2. LUTRON 'DIVIA' WHITE, TYP. 3. ALL fAN5 TO BE SWITCHED. If LIGHT INTEGRATED INTO FIXTURE, LIGHT TO BE Oil G1 01 1 31 - 011 G1 Oil 1 131 451 - 011 41 - - 011 81 - 011 - 011 41 - 011 --ol Oil G I r SWITCHED 5EPERATELY. 131 - 01 12 - 131 - 011 4. AN ECODEE BUILDING AUTOMATION "r SHEET NAME AND CONTROL SYSTEM WILL BE UPPER LEVEL PLAN INSTALLED IN THE BUILDING - ECOBEE3 LITE WITH SENSORS IN ALL ROOMS. 5. OUTLETS TO BE ALIGNED WITH (E) 0 OUTLET HEIGHTS UNLESS OTHERWISE NOTED. (E) OUTLETS TO 13E RETAINED WHEREEVER POSSIBLE. G. SWITCHES TO 13E AT 48" AFF ON CENTER UNLESS OTHERWISE NOTED. SHEET NUMBER G) 645 5f 7. ALL OUTDOOR OUTLETS TO 13E 0 WATERPROOFED. <11113 z zl�v, 3 UPPER LEVEL PIAN 8. ALL BATHROOM LIGHT A202 114, 1 -011 BE DAMP OR WET RATED'FIXTURES TO X-VvIND5 DE51GH5.COMIGHT 0 2018, ALL RIGHT5 RE5EKVED NOTES A301 CLARK * ELIZABETH CALLANDER 2815 5COTF STREET A380 EIji A330 0IIEiiI T 4 15 673 7745 9 11 E CALL_ANDER@ATF.Nffr EDA 'A 321N .. ............. ...... ......... PROJECT NUM13ER 15001 15' - 98 ------------- ...............- G 0/1 Gil 11-0., G 911 G11 I'-Olt 7 ( 4 A330 ........... ......... .................. -4 ........ ............... .................... ..... .... ...................... T) 0 i..................i 9/1 Gil 11-011 Gil 11-011 G C) ....... ....... ................. �z t : 24' - 73V ------------- > 0 LU NO WORK IN , . .............. ........ ...................... ...................- ---------- 0 TH15 AREA 4' 10 1/8" LLJ 23' - 61/4122' - 51/8 (V LLJ G 43/1 Gil I I OCOz -011. 1 1 ..o1 I? G 9/1 Gil -011 .......................... -"a =*= � I , . .. : 7 - ............... IIII T__ ZD .......... ...... ------ .................. ............... 2 2 ....... ........................... ................ ——----------- .... ........ .......................... ISSUANCE PERMIT SET REVISIONS ZE - 011 - 011 1 G1 # DATE DESCRIPTION - 011 41 - 011 Gl - OI 31 G1 - 01 131 - 011 41 - 011 51 - 011 .4 O"13' - 0 il 13' - 0 12 - 131 - 011 H (0) ------------ SHEET NAME R00f PLAN 7 f) SHEET NUMBER G) C) 0 C\j ROOF PLAN 11411 = 1 '-0" A203 X-VAND5 DE51GN5,COPYRIGHT 0 2015. ALL R.IGHT5 RESERVED GENERAL ELECTRICAL NOTES: i NOTES _ ALL ELECTRICAL SHALL.COMPLY WITH LOCAL AND STATE BUILDING CODES. EXHAUST ry; SINGLE OR MULTIPLE-STATION SMOKE ALARMS SHALL BE FAN INSTALLED AND MAINTAINED ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS; IN EACH ROOM USED FOR SLEEPING: PURPOSES; IN I W� EACH STORY WITHIN A, DWELLING UNIT, INCLUDING BASEMENTS, I EXHAUST EXHAUST I SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE FAN FAN CLARK ELIZABETH BUILDING WIRING: AND SHALL BE EQUIPPED WITH A BATTERY CALLANDER BACKUP. SMOKE ALARMS SHALL EMIT A SIGNAL WHEN THE � BEDROOM � J/J ATH � BEDROOM BATTERIES ARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT 19 I 0 I S 2815 SCOTT STREET A DISCONNECTING: SWITCH OTHER THAN AS REQUIRED FOR I I I ( ,' I SAN FRANCISCO, CA 9,4123 OVERCURRENT PROTECTION. THE SMOKE ALARMS SHALL BE - T 415 . G73 . 7745 INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF E_CALLANDER@ATT.NET FAN ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE DWELLING FAN W/LIGHT ID ID FAN UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS FA GFI w�LIGHT OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS I - It CLOSED. SCONCE CAN LIGHT ID SCONCE � -/ HA /10 WIRING FOR SMOKE ALARMS SHALL BE PERMANENT AND WITHOUT \ ,' �' T A DISCONNECTING: SNITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION I.E. SMOKE DETECTORS SHALL NOT _ BE INTERCONNECTED WITH ALARM SYSTEM. \ L � C.f> ,�• CARBON MONOXIDE ALARMS COMBINED WITH SMOKE ALARMS SHALL COMPLY WITH ALL APPLICABLE STANDARDS AND U321$�� REQUIREMENTS FOR LISTING AND APPROVAL BY THE OFFICE OF Q' � THE STATE FIRE MARSHALL, FOR SMOKE ALARMS. I PENDANT ELECTRICAL PLAN FOR KITCHEN SHALL INCORPORATE ELECTRIC l FLUORESCENT LIGHTING: IN COMPLIANCE WITH THE MANDATORY PROJECT NUMBER MEASURES, AT LEAST 50% OF THE TOTAL WATTAGE SHALL BE BY HIGH EFFICACY FIXTURES AND SHALL BE SWITCHED SEPARATELY �_ - I800I FROM OTHER FIXTURES. - - - -- - EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. LIGHTING INTEGRAL TO AN EXHAUST FAN MAY BE ON THE SAME SWITCH AS THE FAN PROVIDED THE LIGHTING CAN BE i SWITCHED OFF WHILE ALLOWING THE FAN TO CONTINUE TO J K M N O P Q R OPERATE FOR AN EXTENDED PERIOD OF TIME. LIGHTING INTEGRAL TO EXHAUST FAN SHALL BE HIGH EFFICACY OR SWITCHED BY A VACANCY SENSOR. - IN KITCHENS AND DINING: AREAS OF DWELLING UNITS A UPPER LEVEL ELECTRICAL U J1 RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER 2 SPACE WIDER THAN 12". RECEPTACLES SHALL BE INSTALLED SO 1/4 = I �-O�� O THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET IN THAT SPACE. ISLAND AND PENINSULA COUNTERTOPS 12" OR DEEPER I WITH A LONG DIMENSION OF 24" OR GREATER SHALL BE PROVIDED WITH AT LEAST ONE R=CEPTACLE. (A PENINSULA COUNTER IS MEASUREDFROM THE CONNECTING EDGE) RECEPTACLE OUTLETS Q _........._....._._....._...._.. _-- ------_.__..-- -....- _-.._�..__-- -- -..__._.._._.__...-- -- ----._....__....I -- __- - -- -- ---.__.__.-- _-- --._._...-___-.. __._ ............._....._._ ... ......... .__-- ....___...._.-._.___-.. .__... __._.__._.._.- ._.._.._......_._......_.................. SHALL BE LOCATED NOT MORE THAN 18"ABOVE THE COUNTERTOP. OUTDOOR FAN IN EVERY HABITABLE ROOM OR AREA OF DWELLING UNITS, z / O RECEPTACLE OUTLETS SHALL BE INSTALLED SO THAT NO POINT I I I i 1�`• I I I I ALONG: THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6' I� - EXTERIOR O MEASURED HORIZONTALLY, FROM AN OUTLET IN THAT SPACE, \\ \ \\\/ SCONCE. 0 INCLUDING ANY WALL SPACE 2' OR MORE IN WIDTH AND THE WALL _ SPACE OCCUPIED BY FIXED PANELS IN EXTERIOR WALLS, BUT EXCLUDING SLIDING PANELS IN EXTERIOR WALLS. THE WALL SPACE ALLOWED FIXED ROOM DIVIDERS I.E. BAR-TYPE COUNTERS OR RAILINGS SHALL BE INCLUDED IN THE G-FOOT MEASUREMENT. I �' ! W MASTS ELECTRICAL SYMBOLS: z PROVIDE SWITCH CONTROLLED LIGHTING OUTLET IN EVERY 7 HABITABLE ROOM, BATHROOM, HALLWAY, STAIRWAY, GARAGE, _ - - - FAN WITH LIGHT - \ _ 2 GANG, DUPLEX OUTLET AND AT OUTDOOR ENTRANCES OR EXITS. WHERE LIGHTING I F I _ / \I F °CoN°R�— Q OUTLETS ARE INSTALLED IN INTERIOR STAIRWAYS, THERE SHALL BE I W A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHTING G - _...___......._... _ - - - /- ___ .. _ - - \ 4 GANG OUTLET OUTLET WHERE THE DIFFERENCE BETWEEN FLOOR LEVELS IS 6 __- __:: . :. __ _- \ / STEPS OR MORE. .. _ ______ _---_-_.._-__ H ------------ - -------- ---- \ 0 _._.-..._.-_...___.. ._._._.__-_ .._._.- I I I I �-}� DUPLEX OUTLET GROUND ALL LIGHTING FIXTURES RECESSED INTO INSULATED CEILINGS MUST : .::.::....:::..::::::W.:::.. ..............................0 9GFI FAULT INTERRUPTED T B T _^ BE APPROVED FOR ZERO-CLEARANCE INSULATION COVER(I.C) ::-:-- :---:- -:::.:...::.:.::.:...-..:.-.::.:.::_-:..:...:.-:.:..::.....:..::.-.....:.:.:.::.:................. ID // CAN LIG ,TYP EXHAUST FAN W/LIGHT ` v I HT THEY SHALL BE CERTIFIED AND LABELED AS AIR TIGHT (AT) AND — �4._- :. ::_ - _ — qp i -.:...... ..:....EXTERIOR.--- .. {J'� SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE ............................._....................... ......_.................- .-.... SCONCE,TVP.:. - DUPLEX OUTLET ....................................................................... HOUSING AND CEILING. --- - - --- SURFACE GFI EX §WP ---I-- ---------- I I EXHAUST FAN WATERPROOFED .................... ......... ............ ......... ......................................... MOUNT UG W/LIGHT _. ..... . _....... .................................................._..................... ... .......................... t� ELECTRICAL LIGHTING FIXTURES IN CLOTHES CLOSETS SHALL BE -- _ ---_.. -. ------ FI UU ............... SURFACE j "o OF CE INSTALLED AS FOLLOWS: (1) SU0 RFACE MOUNTED INCANDESCENT - - - - -- - - -- CLOSET MOUNT LIGHT $ SWITCH (DIMMER TYP.) U FIXTURES WITH A COMPLETELY ENCLOSED LAMP MAY BE INSTALLED v_J ON THE WALL ABOVE THE DOOR OR ON THE CEILING PROVIDED FOYER STOR. SURFACE SURFACE 5URFACE SCONCE,TYP MOUNT LIGHT, THERE IS A MINIMUM CLEARANCE OF 12"BETWEEN THE FIXTURE 0 MOUNT LIGHT MOUNT LIGHT `��, THREE AND THE STORAGE AREA. (2) SURFACE MOUNTED FLUORESCENT I M TYP 1 $D3 (DIMMER RATYP.WITCH 0 FIXTURES INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE - 3 CEILING, RECESSED INCANDESCENT FIXTURES WITH A COMPLETELY ENCLOSED LAMP, RECESSED FLUORESCENT FIXTURES INSTALLED IN ( I ' \ ID _ �/ _ \ BEDROOMTELEPHONE OUTLET r 1 THE WALL OR THE CEILING MAY BE INSTALLED PROVIDED THERE IS ��� 5URFACE / \ J A MINIMUM CLEARANCE OF G" FROM THE STORAGE AREA. I _ MOUNT LIGHT, it v 5 - - - - - - -„F-- - -- - -\ - -- - - - - i I3 FAN WITH LIGHT SURFACE CABLE TELEVISION GFCI PROTECTION IS REQUIRED FOR RECEPTACLES INSTALLED IN MOUNT LIGHT, STAIR CLOSET TV OUTLET = (1) COAXIAL BATHROOMS, GARAGES, KITCHENS (ALL OUTLETS SERVING THE SURFACE TMP STOR. = (1) CAT 5 COUNTERTOP SPACES), W/IN 6' OF WET BAR SINKS, LAUNDRY AND _ - _ - - MOUNT LIGHT - ; - I _ __.__ ( , - 13 - UTILITY SINKS (WHERE OUTLETS ARE INSTALLED WITHIN G' OF THE LAUNDRY / �. GFI i EDGE OF THE SINK), ON CONSTRUCTION POWER POLE, IN CRAWL / , - INTEGRATED SMOKE CO2 SPACES AT OR BELOW GRADE LEVEL, IN UNFINISHED BASEMENTS, } i � 5TOR. ` SURFACE ID DETECTOR ISSUANCE GRADE LEVEL PORTIONS OF UNFINISHED ACCESSORY BUILDINGS – PENDANT I \ MOUNT scONCE _/ I, _ 16 LIGHT I I USED FOR STORAGE OR WORK AREAS. FRONT AND REAR , PENDANT LIGHT OUTSIDE OUTLETS TO BE WATERPROO= GFCI PROTECTED i � " O THERMOSTAT AND WITHIN G'-G" OF GRADE. ENTRY SURFACE \ MOUNT LIGHT, REVISIONS RECEPTACLE OUTLETS REQUIRED AT LAUNDRY AREA, IN ATTACHED TYP scoNCE,TYP GARAGE AND BASEMENT. FOR HALLWAYS OF 10' OR MORE IN -/� --- - ---- -- -- - - - - - EXHAUST FAN - - - -- _ ..-__.__- - - ___._.. - # DATE DESCRIPTION BATk1 ' LL I 1 I ELECTRICAL NOTES• LENGTH AT LEAST ONE: RECEPTACLE OUTLET SHALL BE REQUIRED. c� GFI W/LIGHTqp CONDUCTOR WIRES WITH AN INSULATED NEUTRAL AND A - - -- I . ALL SWITCHES TO HAVE DIMMER FOUR PRONGED OUTLET ARE REQUIRED FOR ELECTRIC r _........ ........................... .._ . 2 LUTRON 'DIVIA' W DRYERS * COOK TOPS. THE TWO SMALL APPLIANCE BRANCH HIT P. EXTEwoR CIRCUITS FOR THE KITCHEN ARE LIMITED TO SUPPLYING WALL SCONCE,TYP - - 3. ALL FANS TO BE SWITCHED. IF LIGHT AND KITCHEN COUNTER SPACE OUTLETS. (NOTE THEY ' iLIGHT TO BE .... .......................................................................................................... ............. CANNOT SERVE THE DINING AREA, OUTSIDE PLUGS, RANGE 2 _._.- - _....... __.-_ _._.._....--- - -..__._._...-.... __.. __......._....... _..--._......... - ..._.._........... ..._ � ...._.._..-------- FIXTURE, __._. _._...._...__._.._,.._ - _ - - _- - _ __ .___—.__ _ SWITCHED SEPERATELY. HOOD, DISPOSAL, DISHWASHER OR MICROWAVE OVEN.) POWER AND CONTROL.WIRING FOR OPERATING AND MECHANICAL I I I ! I I I I I 4. AN ECOBEE BUILDING AUTOMATION SHEET NAME AND CONTROL SYSTEM WILL BE SHADES AT ALL SKYLIGHTS. INSTALLED IN THE BUILDING - ECOBEE3 ELECTRICAL PLANS AN ECOBEE BUILDING AUTOMATION AND CONTROL SYSTEM WILL LITE WITH SENSORS IN ALL ROOMS. BE INSTALLED IN THE BUILDING - ECOBEE3 LITE WITH SENSORS IN 5. OUTLETS TO BE ALIGNED WITH (E) QALL ROOMS. I I I I I ( I OUTLET HEIGHTS UNLESS OTHERWISE nl WALL BACKING WILL BE PROVIDED FOR TV MOUNTS WHERE NOTED. (E) OUTLETS TO BE RETAINED N APPROPRIATE. THESE MOUNTS WILL BE ABLE TO ACCOMMODATE WHEREEVER POSSIBLE. 60" TV AS A MINIMUM. A RACEWAY SHALL BE PROVIDED FROM TV G J K Dm N O P Q R S T ACV G. SWITCHES TO BE AT 48" AFF ON N TO HEAD-IN/EQUIPMENT AREA FOR HDMI, CATG, AND ALL OTHER CENTER UNLESS OTHERWISE NOTED. SHEET NUMBER ELEMENTS REQUIRED BY DIRECT TV. 7. ALL OUTDOOR OUTLETS TO BE A HEAD IN LOCATION f�OR DIRECT TV WILL BE PROVIDED WITH WATERPROOFED. CONNECTIVITY TO MEDIA CABINET LOCATIONS, TV, ETC. ENTRY LEVEL - ELECTRICAL m 8. ALL BATHROOM LIGHT FIXTURES TO A21 I N 1/4 = 1 '_0" BE 'DAMP OR WET RATED' X-WINDS DESIGNS,COPYRIGHT 0 2018, ALL RIGHTS RESERVED NOTES CLARK *- ELIZABETH ASPHALT SHINGLED ROOF, CALLAN DER MATCH EXISTING 2815 SCOTT STREET SAN FRANCISCO, CA 94123 T 415 . 673 . 7745 E CALLANDER@ATT.NET GUTTER`.i AT EDGE OF ROOF, TYP. EDA WHITE TRIM, TYP. 'C MATCH EXISTING 20A Nt i : SHINGLES, MATCH EXISTING321EE F IN r� ' \ \ "JI r 20C ! 2013 rr 1,513 18A r 1913 19A r PROJECT NUMBER , 1.5001 r ` PHASE 2 . ... . .: .:. : :: , . UPPER LEVEL " 21 63/811 NO WORK IN ,, f115 AREA , 1513 15A IOB ICA 0613 06A ` r CRAWL SPACE '�` _----a I OB 07E 07D 07C 02C 0213 I � / I r ACCESS, ;..,: , .. � y : , .. -74 SEE STRUCTURAL O DRAWINGS ❑. V J LE ENTRY LEVEL 12 23/8 D O AVERAGE GRADE W Q �- -�-�_� ALUMINUM CLAD OUTSIDE SHOWER W/ E WINDOWS AND DOORS, DRAIN TO DRYWELL SCREEN PORCH CRAWL SPACE (N) WOOD DECK CRAWL SPAC GREY FIN15H VENT, TYP ' " O CONCRETE 8 - 60 NORTHELEVATION 13LOCK FOUNDATION WOOD AND CABLE RAILING >-- 1/4" = 1 '-0" V W z � � o � �"► z N � N 0 C� 0 W r(Z WHITE TRIM, TYP. U V J MATCH EXISTING u— ALUMINUM CLAD ASPHALT SHINGLED ROOF, WINDOWS AND DOORS, MATCH EXISTING GREY FINISH SHINGLES, MATCH EXISTING GUTTERS AT EDGE OF ROOF, TYP. ISSUANCE CAP,SHAPE TO DRAIN PHASE 2 2X4 WOOD HANDRAIL, 2X4 WOOD HANDRAIL. .•''- SHAPE TO DRAIN SHAPE TO DRAIN - - - C SHAPE TO DRAIN t 21 6 / � - 3 811EVEL REVISIONS INTERMEDIATE SUPPORT, cABl�s APs # DATE DESCRIPTION AS NEEDED 4X4 WOOD POST SCREEN PORCH _ CABLES I OC WOOD AND CABLE RAILING m - r � 15D I5C 07D C� O - r w O r 1 � O = Lu O 0 JA ENTRY LEVEL O - SHEET NAME — — — _ — 121 - 23/611 w m o ELEVATIONS � o III IIII w — � --- - o AVERAGE GRADE WOOD DECK CONCRETE BLOCK c� FOUNDATION N CRAWL SPACE VENT N SHEET NUMBER N 0' EAST ELEVATION DECK RAILING DETAILS 2 ^ 311 1-011A301 - N N O X-WINDS DESIGNS,COPYRIGHT 0 2018, ALL RIGHTS RESERVED NOTE5 CLARK * ELIZABETH ASPHALT SHINGLED ROOF, CALLANDER MATCH EXISTING 2815 SCOTT STREEF 5 AN FRANCISCO, CA 94 1 23 T 415 673 7745 GUTTERS AT EDGE OF ROOF, TYP. ALLANDER A(n? TT.NET WHITE TPJ M, TYP. MATCH EXISTING 00 •EDAt , IAN ' SHINGLE MATCH EXISTING 6 ' r 5 � •� ! 19D 19C 03A 03B 18E ISD03 tt} r UP N r \ r r .. .. . I NO WORK IN : : . : ..:'." PHASE 2 UPPER rLEVEL TH 15 AREA : . – – – – _ 2 I ' 6 811 . ,.... 03C 03D PROJECT NUMBER 18001 ` ALUMINUM CLAD WINDOWS AND DOORS GREY FINISH — 04A 04B IIA IIB 15G 15f 15E ! ! / OIA ENTRY LEVEL 1 �� 12 - 23 8 _J O AVERAGE GRADE WHITE TRIM, TYP. CRAWL SPACE VENT L MATCH EXISTING V! SOUTH ELEVATION WOOD DECK < o LL.1 Q 1 041' = 1 '-011 O SZ R/ 0 z 0 U � W z � � o � w z 9 8 7 6 5 . 5 5 4 32 . 5 2 w z U � , : ASPHALT SHINGLED ROOF, U MATCH EXISTING : is : I GUTTERS AT EDGE OF ROOF, TYP. y \ I NO WORK IN .. I } ,.:.... WHITE TRIM, TYP. ISSUANCE MATCH EXISTING H I AREA PERMIT SET I I I I I PEASE 2 UPPER f LEVEL 2 I ' - G 3/811 REv15loN5 # DATE DESCRIPTION SHINGLES, MATCH EXISTING I I I � I SCREEN PORCH 07A y I I \ WOOD AND CABLE RAILINGJLl , 3 1 I i _ t6" 111 Hill �f SHEET NAME III Hill ENTRY LEVE_ L ' 121 - 23/8" E� ELEVATIONS � i I --- _ I I – GRADE - AVERAGE G p WOOD DECK t--- — CRAWL SPACE t 9 ALUMINUM CLAD 8' — 11 11211 N WINDOWS AND DOORS, SHEET NUMBER GREY FINISH LLVL 0 V/E5T ELEVATION m 2 1 '-01. A302N X-WINDS DESIGNS,COPYRIGHT 0 2018, ALL RIGHTS RESERVED 2 . 53 4 5 7 32 . 5 3 4 I I I I j CLARK ELIZABETH CALLAN DER 28 15 scoTr STREET SAN FRANCISCO, CA 04123 T 415 . G73 , 7745 7i. E-CALLANDEP,@AlT N ET J/J BATH �.EDAA "ZIN METAL DRIP EDGE BEDROOM GUTTER W1 LEAF PROTECTOR PHASE 2 UPPER PHASE 2 UPPER LEVEL LEVEL 21 ' - G 21 ' - G 30 .............................. ROOF (TYP) - ASPHALT SHINGLES OV/ PROJECT NUMBER - ROOF UNDERLAYMENT OV/ 18001 BEDROOM BEDROOM MASTER BATHTH - ICE AND WATER SHETLD OV/ FASCIA BOARD PLY WD SHEATHING (55D) OV/ NlAt�I M CL05ET 5T IR 2X 10 RAFTERS (55D) W/ MIN. 713 9 0 0 K -49 CLOSED CELL SPRAY FOAM INSULATION OV/ 112" GYP BID (FINISH VARIES) ........... "......................... ENTRY LEVEL 0 ENTRY LEVEL 12 :_v_ - 2 121 - 2 3/6 AVERAGE GRADE I i I t AVERAGE GRADE 311 77 7. CRAWL SPACE \\.CRAWL SPA CE81 - 1 1 11211 1 1 112" EXTERIOR WALL (TYP) - WOOD SHINGLE SIDING OV/ - DRAINAGE MAT OV/ VAPOR DARRIOR OV/ PLY WD SHEATHING (55D) OV/ GX STUD WALL (55D) W1 MIN. > 0 R-2 5 f-(#%#TION R—R 5ECTION Q-Q INS1 CLOSED CELL SPRAY FOAM INSULATION OV/ R/ R/ 1 11 1-011 2 11 1-011 - PLY WD SHEATHING, 114 1 114 1 VARIES (55D) OV/ 0 77 0 1/2" GYP BD (FINISH VARIES) U � Lu J K m N 0 P Q R 5 T Z A330 FLOOR (TYP) LU 2 112" ENGINEERED WOOD A330 f LOOKING OR 1/2"THIN SET TILE 0 (VARIES) OW PLY WD SHEATHING (55D) OV/ 2X 10 WD JOISTS (55D) OV/ HYDRON(C FLOOR HEATING OV/ MIN. R-25 CLOSED CELL SPRAY FOAM INSULATION ENTRY LEVEL Lu 121 - 23/6 I FLASHING -.00 I l I � 1 � l U (� BEDROOM BEDROOM I I CRAWL SPACE/FLOOD VENT, 18 SEE FOUNDATION PLAN FOR SEALANT CRAWL SPACE FLOOR(TYP) CONCRETE SLAB, MIN 4", SEE 2 STRUCTURAL DRAWINGS u WATERPROOFING 20 MIL VAPOR BARRIER(JOINTS z . ......... MIRADRAIN, EXTENDS SHALL OVERLAP BY MIN 6" AND MIN. G" ABOVE GRADE A EDGES EXTEND G" UP STEM WALLS) OV/ AVERAGE GRADE PHASE 2 UPPER Min 4" GRAVEL, SEE 0 )pE5 AWAY GROUND 5L( . 5% STRUCTURAL DRAWINGS LEVE AT MIN N —FROM WALL 21 G 3/8� 155UANCE 7 CRAWL 5P��CE ............. ............... ........... CONCRETE BLOCK PERMIT SET SEE 1 1 112" FOUNDATION WALL, 8' ji i STRUCTURAL CTU RAL DETAILS Al L_ < DUNDFY S IR BATH BEDROOM W", REVISIONS "�,tr", Q 4 H Ll I I # DATE DESCRIPTION Emo Q 0 _Nvy SPACE DRAIN, TO CO - --- --------. ........ AND 13E EJECTED TO DAYLIGHT ENTRY LEVEL CONNECT TO SUMP PUMP 121 - 23/811 AVERAGE GRADE 9 ---------- 1 - 311 77 CRAWL SPACE SHEET NAME .. ...............- ...... --------- 1 1 112 CONCRETE 8' SIECTIONS, ------------- FOOTING, SEE - WL ------- LO STRUCTURAL ER LEVE DETAILS ONCPETE i 5 1 1/211 -111=111 11h < FOR C =KEINfORCING DETAILS, SEE STRUCTURAL cn DRAWINGS N SHEET NUMBER 0 c\j 5ECTION 4-4 TYP. WALL SECTION A330 3 114" = 1 '_o" 4 X-VAND5 DE51GN5,COPYRIGHT 0 2018, ALL RIGHTS RESERVED 01 - 211 EASED EDGE, TYP (R-1/2") i I WOOD HANDRAIL j WOOD POSTS o0 U. j Oo CLARK ELIZABETH CALLAN DER GFI � SECTION - �� - - � _ _.... , SAN 2815 COTr STREET CIci603C 7745 23 HANDRAIL 01 -. 1 .3/4" - -_ r T 415 . E_CALLANDER@ATT.NET 5 O 191318A �.F-D - STRUCTURAL COLUMN, SSD v � F i M I G --------------- 15 ------------15 / / 2 0321 2 UPPER N MAX --------------- PHASE \ i --------------- UP N ` -t LEVEL 14 3 i - " 21 6 3/8 (OPEN TO BELOW) ------------- 13 / \ 4 PROJECT NUMBER ------ / / ------------- 18001 12 5 ------------- ❑❑ ------------- ! G 1 STAIR ILI3 F - — - (j)p p i 3 _ _ ! - --� r _...._..? T-I I i ( n LL w i r_,.. nom. ,n,. I I ! 10 ! 9 ! 8 1 7 1 ' I I I 1 z 15A I p w \ O p � I - - ------------- -- --- - -- - - -- LL t � z z ' �\ S z ` A360 w DO SOLID WOOD TREAD, MATCH WD FLKIT N O I W ENTRY LEVEL SECTION - TREAD O 12' - 2 3/8" De1 tail i I z 0 Stair - East12 STAIR UPPER _11211 1 1-011 }- W z � � o i w z � to - LL qp W 15A Z PT-02 \�� � � �•/ O LL- 03B 03A � 13 ch` 19D i 4 - m 5 A3G0 4 ...................... __..._....................... --....._ O3C PHASE 2 UPPER PHASE 2 UPPER TL-o2 2 03D _ LEVEL ® LEVEL _.... ........._ - ---- ISSUANCE 790 _...._ — — — _ — — 6 3/8" 3 STOR. ji G 4 REVISIONS -\--- -------- 5 -- ______ # DATE DESCRIPTION ' 5 - qp LLL WOOD HANDRAIL uwj N G O � p MIN. 3'-0" _ O p u- J � = J STAIR J Ln STOR. wU' 3 ---- -- -._. ...... _.. _.......__._.._ .— ....._ i_ j .. - _._ ....... LE Lu IG O �o p co F-- F- ! L)zz ! SHEET NAME 0 fu w ° w STAIR w O w _ -. DETAILS = cn = cn - -- - - - - - -- - ---- ----- --- - -- - - - - - - ---------- - -- - -- -- - - - -- u� � �n z _ ' z Q � IGA N N N ENTRY LEVEL _ ENTRY LEVEL SHEET NUMBER m EE 1 2' - 2 3/8" - 1 2' - 2 3/8" Stair - South Stair - West 5TAIR N G1-011I/2" = 1 5 I/2I/2" = I '-011 1 II = II A3GO I -0 X-WINDS DESIGNS,COPYRIGHT C 2018, ALL RIGHTS RESERVED GENERAL STRUCTURAL NOTES BUILDING DESIGN LOADS LIVE LOADS CLARK * ELIZABETH CALLAN DER RESIDENTIAL DWELLING HABITABLE AREAS ro FLOOR LIVE LOAD: 40 PSF 2815 SCOTT STREET HABITABLE SLEEPING AREAS: 30 PSF ATTIC FLOOR: WOOD �, SAN FRANCISCO, CA 94123 T 415 . 673 . 7745 UNINHABITABLE SPACE A T E_CALLANDER@ATT.NET WITH STORAGE: 20 PSF 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) SNOW LOADS DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT '` _ --�- ,•' "I . STRESSES: , .•. GROUND SNOW LOAD, Pg=20 PSF I.I. y I ,a �`' � ��•�•, FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF BENDING, REPETITIVE USE Fb = 1, 035 psi BENDING, SINGLE USE Fb = 900 rc; GHCO WIND LOADS TENSION PARALLEL TO GRAIN Ft = 575 ' I COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 RISK CATEGORY II SHEAR PARALLEL TO GRAIN Fv = 180 �.e.-_ "' �' TM" - '" Consulting Engineers, P.C, WIND EXPOSURE CATEGORY: D COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 1358 BOSTON POST ROAD BASIC WIND SPEED= 120 MPH (3 SEC. GUST) MODULUS OF ELASTICITY E= 1,600,000 _ ' POST OFFICE BOX 802 2 . WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE 1LA ROOK FLOOD HAZARD PER MANUFACTURER'S RECOMMENDATIONS. CONNECTICUT 06475 = p° PHONE: 860 388 1224 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE _ °, ? 1 AT EDGES,4"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN GNO 3ENCaIIVEEIS'( C1tvt 1. FEMA AE FLOOD ZONE EL. 9.0 BASE FLOOD ELEVATION, NAVD 1988 DATUM, PLUS 2 FT FREEBOARD. THEREFORE, DESIGN FLOOD ELEVATION IS EL 11.0. OTHERWISE. L STRUCTURE AT THE UNDERSIDE OF THE LOWEST DECK 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR MULTIPLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. ALL HORIZONTA SHALL BE AT, A ABOVE EL. 11.0. 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES R ;;? PROJECT NUMBER UNLESS OTHERWISE NOTED: 19 160 2. ALL FRAMING BELOW EL. 11.0 SHALL BE CONSTRUCTED OF PRESSURE TREATED OR OTHERWISE FLOOD DAMAGE RESISTANT MATERIAL PER FEMA TECHNICAL LAMINATED VENEER LUMBER(LVL) BULLETINS. MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi BENDING, SINGLE USE Fb = 2,600`"`~- COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 ~' `�-- GENERAL. HORIZONTAL SHEAR Fv = 285 COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per) = 750 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL PARALLEL TO GLUE LINE TENSION STRESS Ft= 1,555 RESIDENTIAL CODE PORTION OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE AND 3D VIEW IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. SEE TYPICAL DETAILS. 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS. 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS 8. ALL EXPOSED PORCH &DECK FRAMING TO BE PRESSURE TREATED WOOD. NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING OR OTHER FINISH APPROVED BY ENGINEER. AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. W FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO 11. ANY WOOD I-JOIST SERIES TO BE TRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYERHAEUSER.. METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. 12. REFER TO SHEAR WALL NOTES AND INFORMATION. 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, REFERENCE IS MADE "'IND AND OTHER LATERAL FORCES. TO DRAWINGS UPON WHICH GNCB CONSULTING ENGINEERS, P.C. FOUNDATIONS WORK IS BASED: 0 NAILING SCHEDULE 1. THE WOOD FRAME BUILDING IS TO BE SUPPORTED ON A CONCRETE ARCHITECTURAL DRAWINGS MASONRY UNIT(CMU) FOUNDATION WALL BEARING ON A CONTINUOUS CONNECTION NAILING PREPARED FOR: CAST IN PLACE CONCRETE FOOTING. JOIST TO SILL OR GIRDERTOE NAIL 3-8d 2. ALL EXTERIOR AND INTERIOR FOOTINGS SHALL BEAR ON NATURAL #3 BARS IN SLAB AT CONTROL, CLARK&ELIZABETH CALLENDAR UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC BRIDGING TO JOIST,TOE NAIL EACH END 2-8d RE-ENTRANT CORNERS -JOINT CHOCOMOUNT COVE MATERIALS, OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc 4 FT. LONG I FISHERS ISLAND, NY Z ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. TOP PLATE TO STUD, END NAIL 2-16d 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL z DATED: AUGUST 11, 2019 Q STUD TO SOLE PLATE, TOE NAIL 4-8d CONDITIONS AT FOOTING LOCATIONS. z 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE T-0" BELOW DOUBLED STUDS, FACE NAIL 16d AT 24"oc ------- z z 0 EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc - - :a ° CONDITIONS ENCOUNTERED. CONTROL I x w x w TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d Q w z 5. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. CONTINUOUS HEADER, TWO PIECES 16d AT 16"oc I z J g JOINT 6. F70R SLAB ON GRADE AREAS WITHIN THE BUILDING PERIMETER, REMOVE I n ALL SURFACE TOPSOIL DEBRIS AND ANY OTHER UNSUITABLE MATERIALS. ALONG EACH EDGE I 0 zLL o w V J EXISTING GRANULAR MATERIAL MAY BE LEFT IN PLACE PROVIDED IT IS CEILING JOISTS TO PLATE, TOE NAIL 3-8d I 0 a RECOMPACTED WITH A MINIMUM OF 6 PASSES OF A HEAVY VIBRATORY CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d I f1 ROLLER. ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF SLAB CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d SHALL BE COMPACTED GRAVEL FILL, MIN 9-IN REQUIRED. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d R/ RAFTER TO PLATE,TOE NAIL 3-8d 'I I W REINFORCED CONCRETE BUILT-UP CORNER STUDS 16d AT 24"oc x r 1 BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP 1. ALL CAST IN PLACE CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE V_J IIVAND BOTTOM AND STAGGERED STITUTES SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2OM AT ENDS AND ED 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE AT NORMAL WEIGHT,AIR ENTRAINED (5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH EACH SPLICE AS FOLLOWS: PLYWOOD: FOOTINGS/FOUNDATION WALLS 3,000 PSI FOUNDATION WALL RE-ENTRANT CORNER PLAN INTERIOR SLAB ON GRADE 3,500 PSI APA-RATED PLYWOOD EXTERIOR SLAB ON GRADE 4,500 PSI FLOOR SHEATHING r 1 3/4"TONGUE AND GROOVE 8d v 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 GRADE 60. ROOF SHEATHING 5/8" 8d 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. WALL SHEATHING-PER SHEARWALL NOTES 5. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR NOTES: 1/2"DIA.ANCHOR SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN SCHEDULE BASED UPON COMMON WIRE NAILS. BOLT WITH POSITIONS INDICATED. 3"x3"x.229" 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. PLATE WASHERS i INDICATED SHALL BE: SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. U.N.O. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED i CONCRETE POURED AGAINST EARTH 3" FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. N CONCRETE POURED IN FORMS, BUT COMMON WIRE NAIL DIAMETERS oP� ��G EXPOSED TO EARTH OR WEATHER: �`Qp,G a. BARS#5 AND SMALLER 1-1/2" 6d 0.113" �\ b. BARS LARGER THAN#5 2" 8d 0.131" WELDED WIRE SAW CUT 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. 10d 0.148" FABRIC CONTROL JOINT AS 0ISSUANCE 12d 0.148" REINFORCEMENT SOON AS 7101, PERMIT 5ET 16d 0.162" 1 1/2"CLEAR ON CONCRETE WILL 20d 0.192" BRICKOR BLOCK NOT RAVEL(24 HRS SUPPORTS MAX) VISI MASONRY p # DATE DE CRIFTION 1. ALL MASONRY WORK SHALL CONFORM TO THE BUILDING CODE I 10121119 PERMIT SET ; REQUIREMENTS FOR MASONRY STRUCTURES ACI 530/ASCE5/TMS402. p = • - �C <x 2. CONCRETE MASONRY UNITS, HOLLOW CORE, CONFORM TO ASTM C90 $_ WITH SPECIFIED COMPRESSIVE STRENGTH OF 1,500 PSI. 3. ALL MORTAR SHALL BE TYPE S. 4. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT. x 9"GRAVEL VAPOR RETARDER TYPICAL ANCHOR BOLT DETAIL 5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. 6. ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE PER ARCHITECT NOTES: � USING LOW LIFT GROUTING TECHNIQUES. CLEAN-OUTS SHALL BE I I I I I PROVIDED AT THE BOTTOM OF ALL VERTICAL CELLS CONTAINING SLAB ON GRADE BEARING SURFACE: 1. PROVIDE MINIMUM 7"EMBEDMENT. REINFORCING. WITHIN THE BUILDING AREA 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 9/16". 7. VERTICAL REINFORCING BARS SHALL BE PLACED USING GALVANIZEDREMOVE ALL TOPSOIL, MAN-PLACED FILL, I I I= 3. MIN.2 BOLTS PER PLATE. OR PLASTIC BAR POSITIONERS. 4. ANCHOR BOLT TO BE INSTALLED WITHIN MIDDLE THIRD OF SILL PLATE. SHEET NAME 8. VERTICAL BAR#4 AROUND WALL OPENINGS. SUBSOIL AND ANY OTHER UNSUITABLE 9. ALL MASONRY WORK SHALL BE PLACED IN RUNNING BOND. MATERIAL TO EXPOSE NATURALLY DEPOSITED - GENERAL NOTE] 10. GROUT PER ASTM C476. INORGANIC SAND/GRAVEL, OR REPLACE TYPICAL DETAILS UNSUITABLE MATERIAL WITH COMPACTED STRUCTURAL FILL SEE ARCHITECTURAL DRAWINGS FOR ANY INSULATION REQUIREMENTS t� SHEET NUMBER u� w ai TYPICAL SLAB ON GRADE DETAIL FOUNDATION - ANCHOR BOLTS m o 51 * 0 PI N S O ADDITION X-WINDS DE51GN5,C0M1GHT®2018, ALL RIGHTS RESERVED Cal lser.:\C3Nt:FtQiy\Lncut Rrvit\19to6 A F;'019519 i;Lucunwunt Gnr H arse FT[.xaLnK CLARK * ELIZABETH CALLANDf—K 2815 SCOTT STREET SAN FRANCISCO, CA 94 123 T 415 . G73 . 7745 35-8 1/2" E-CALLANDEP,@ATT.NET 8'-11 1/8" 8'-11 1/8" 8'-11 1/8" 8'-11 1/8" 12"DIA. CONCRETE GHCO SONOTUBE OUTLINE OF DECK FORMED PIER ABOVE 57'-1 0 3/4" Consulting Engineers, P.C. ON CONC FTG rr��Nk 1358 BOSTON POST ROAD r r11�6, 2 POST OFFICE BOX 802 S2.1 S2.1 ❑ C)LC� D SAYBRaK -dzc) i S' 12-A 54' 6-117/8" 8'-9 1/4" 8'-9 1/4" 2 3/4" CONNECTICUT 06475 PHONE: 860 388 1224 BOTTOM OF FTG REFER TO TYPICAL DETAILS VERIFY IN FIELD GNCBENGINEEKS.COM [6-6"]TYP. FOR DECK/STAIR FRAMING 2'-0"x2'-0" x2'-O" 7-ONZ-O" NUMBER OF TREADS 12"DIA. 12"DIA. 12"DIA. 2' 0'x2�'-O" 12"DIA SONOTUBE FORMED -0 VERIFY IN FIELD ;t & RISERS REQUIRED NUMBER OF TREADS Z-10-1 6-6 CONC PIER ON 2 FT SQ CONC FTG &RISERS REQUIRED U? TO STEP DOWN 6-6" 6-6"—] 6-6" SEE TYP DETAILS PROJECT NUM5ER TO STEP DOWN 11-01, 1-01, TO GRADE ER ON LOCATE PI19160 TO GRADE FOOTING LOCATE PIER ON ACCORDINGLY FOOTING 11'-10 3/4" (0 6-4- 18'-0" 14--00' ACCORDINGLY 8'-0" 5-6' cl) cy) co 00 CO 2'-0N2' 2'-0"x2'-0" cy)-_ - — - — - — — - — - — - - 2`DW_ - 12"D IA. K- [6-6" 5'-6"] _j - - - - - - - 9 8"CMU PIER REFER TO ARCHITECTURAL 4'-1 3/4" rill, ON TOP OF FT DEMO PLAN FOR EXTENT OF C? ZD LO BELOW BEAM DEMOLITION OF EXISTING IS BUILDING LO 1 4'-2 3/4" ................................ 2'-6"x2'-6" 6-6" J 6-6" 14x14 A_ �T_ > . ........ . ... .... ... ........ + cv) 0 b - ; 0 F _j L - - - - - - - - - x K m _j _j cr) 6 1/4" T-1 1/2, 10-4- 3'-2" 6 1/4" cf) W Z L) U_ c� c� w = . < 7� 0- 00 K V-2 —1 F_ —1 F- - 72' 6NZ-6" 2'-6"x2'-6"f 2'-6"x2'-6" FLOOD VENT INFORMATION: 0 5'-6" 5'-6" [6-6-1] IF 11 qQ, I I + 14x14 I 14x14 14x14 1. FLOOD VENTS MANUFACTURED BY w E, 01 L c) z "SMART VENT'. :5 0 EXG FIREPLACE EL - F.V. 2'-6"x2'-6" 2'-6"x2'-6" CRAWL SPACE 1 6-6" [6-6" [6-6" TOP OF CONC SLAB SEE SLAB ON GRADE, VAPOR RETARDER F ACCESS 2. ENCLOSED NET AREA BELOW FOUNDATION 0 14x14 14x14 EL. 8.5 CONTROL JOINT& AND INSULATION ESS 95 z OPENING HOUSE: TO REMAIN LL 5 RE-ENTRANT CORNER PER ARCHITECT GN AREA A: 198 S.F. 0 0 16N24" MIN. REINF TYP DETAILS x U_ AREA B: 1,136 S.F. Uj :- - - - - - -Z- Q F_ 7 CONC PIER w -]2'-6"x2'-6" F- --12'_6NZ-6" 76NZ-6" w C14 CO 5. 6-6" 3. MINIMUM OF 2 OPENINGS ON FORMED BY 6 5-6" z C-4 ti DIFFERENT SIDES OF ENCLOSED 16"SQ CMU 14x14 14x14 14x14 AREAS. L L BLOCK,TYP. _j L z wz 8'-6"-F Z 4. A 16"WIDE BY 8" HIGH SMART VENT 10'-1 5/8" 8'-8 3/4" 8'-9 3/8" w 0 < UNIT PROVIDES 200 SQ. FT OF FLOOD Lo PROTECTION. THEREFORE, FOR EACH AREA, 0 D x NUMBER OF UNITS PROVIDED ARE: 0 ED X >< 14N1 4" LU W AREA A OD m I I CONC PIER ON -6" _j F_ __1 Z-6NZ-6" 2'-6"x2' 2'-6"x2'-6"x1'- AREA A: 2 UNITS MIN. _j I F (L M 7 c� — — —fil, F,, Lj EL�1- f_2-0-4 5 R ON \,F— X1,-0 _j M REFER TO t-LUUU VENT 6-6" 0 16-6" AREA B: 6 UNITS MIN. m k=_j 6 _ _1_ LU z 3: CONC FTG- C:N- 'TI U_ NOTES + 11-4x-14- REFER TO FLOOD VENT 4 x 14 SEE SECTION NOTES L? 5. CONFIRM ROUGH OPENING DIMENSIONS L __1 FOR REINF L -1 WITH MANUFACTURER. 11'-10 3/4" 12'-9 3/4" 20'-11 1/2" 4'-2 3/4" 6. BOTTOM OF FLOOD VENT 1 FT. MAX. LL_ 8"CMU PIER 7 1/4' -7 1/4" FTG FTG 5/ " 0 ABOVE ADJACENT GRADE. SEE FOUNDATION PLAN ON TOP OF FTG PRO PROD FOR FLOOD VENT LOCATIONS. BELOW POST I CMU FOUNDATION WALL -- - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F NO WORK IN THIS AREA6-6" TOP OF WALL PROJECT NORTH F.V.V. BOTTOM OF FTG ELEV 11'-13/8" !.V. T -V_ I ELEVATION . ...... ....... . ....... . . .... ......... ......... ..... x [5'-6" 12" DIA. 1 1/4"V.I.F. PHASE I 57'-10 3/4" . .. .... ......... .. ...... ........ EXISTING PHASE 11 ADDITION CRAWL SPACE TO REMAIN F.V. INDICATES FLOOD VENT REFER TO FLOOD VENT NOTES CENTER F.V. UNDER WINDOWS ABOVE ................................. ........................................................................................................................................................................................... .............................................. BOTTOM OF FLOOD VENT SET AT 155UANCE l'-O" MAX ABOVE ADJACENT GRADE PERMIT SET GRADE VARIES REVISIONS # DATE DESCRIPTION 1 10121119 PERMIT SET SHEET NAME FOUNDATION PLAN 01 FOUNDATION PLAN SHEET NUMBER L9 Ln 51 1 c\j PHASE 11 6 ADDITION X-VAND5DE51GN5.COPYRIGHT Q2018. ALL RIGHT5 RE5EWED CLARK * ELIZABETH CALLANDER 2815 SCOTT STREET SAN FRANCISCO, CA 94123 T 415 . G73 . 7745 E-CALLANDEP,@ATT.NET REFER TO TYPICAL DETAILS a! w c 0 FOR DECK/STAIR FRAMING SEE ARCHT DWGS FOR EXTENT OF DEMOLITION Consulting Engineers, P.C. PT(2)2x10 1358 BOSTON POST ROAD = — 1 - POST OFFICE BOX 802 II IIII —T — F T I S2.1 OLD SAYBRa0olll< S2.1 CONNECTICUT 06475 PHONE: 860 388 1224 GNCBENGINEERS.CC)m x 0 1 yn 12" DIA (D PT(3)2x10 -- — — — — — — SONOTUBE FORMED PIER VERIFY IN FIELD F- 1 011 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 VERIFY IN FIELD 7 IF T BELOW NUMBER OF TREADS a. 11 11 11 11 11 11 11 00 x NUMBER OF TREADS F T IF T T 7 — F T -I PROJECT NUMBER x &RISERS REQUIRED &RISERS REQUIRED I 1 II 11 II II 1 x6 11 1 1 p 19 160 TO STEP DOWN IL To STEP DOWN DTTZ DECK TIES PER a TO GRADE TO GRADE 11 c) I1 it 11 11 I DN �I1 1 I1 11 11 11 11 it 11 11 1 TYPICAL DETAIL x x 11 11 -oi1 11 11 11 11 11 11 11 11 11 11 11 �7T I NII 11 l`-Il 11 1� 11 11 11 P� 11 11 11 N 112'-0 131"4, I a. a_ r 0 MAX PT 2x10 16x -jL L 0-—Li E 'I I J L I A LPTP)2x10 FLYSI-IfR�Kf= L L —L L J L I L A flNJ —d— L A -Y IF -L-E- T -L.P--F T—q TF -T n TF -T] P IF T —H [F iF -14 F H— TF -TI —H— T -T F- T IF T =0 V T H 1- C3 DN DN N 11 I1 11 I1 11 it 11 11 P 6x6 111 3.1 11 11 11 11 11 11 11 11 11 11 11 0 2x8 PT LEDGER a. 11 -oil 11 11 11 11 11 11 11 SEE TYP DETAILS11 11 11 11 11 11 11 11 111 MAX MAX x 11 1 I1 1 11 N 11 11 1 11 II N 1 II 11 11 11 N 11 I1 1 II 11 N I N 11 I1 1 N H 11 11 N 6 6 2 FT r-j 2�"TpOn LED��RjL FT C- 0, 111 �-64 A U— iL --tl U— iL L- -l-L _U 11 0 11 -L--JA 12 A 1:. :Iu— IL III �fl-- --41 TF rp= 4F 4 fl x6 DN- � i EI —P TH IF > co 11 I I I I I I o I I 11134 i t I I 11 &6 11 6x16 11 11 11 11 11 11 11 J6 11 11 x6 11 0 w 11 "N\V.2 I II � 11 11 11 11 11 11 Ij1,,6xdI b-0 @ 0-0 11 11 F-0 J A(3)P :�/�49-1/ILLY� A L 1 � L co 11 11 00 1 L x LLI x x ILLI CN _l]— TF 7 —H— TF –11 11 11 11 11 1 1 PIER 11 11 11 11 11 11 11 I1 11 11 11 11 1 11 x6 11 11 11 11 11 11 6�6 1 I 11 1 11 1 it 11 11 11 11 1 11 11 11 11 1 1 I 11 BELOW 11 I I 1 1 1 1 I 1 1 ::7 A — U— iL 1-U 11 11 11 11 it Ii I1 it all II IIII II II II II II II II II II 1 I P J1 --y —L- -F 0 11 11 I Z DN -x 11 II II II II II II II II II II II II II 1 11 II 11 11 11 11 11 11 IT?/4"x 4" 1 / '! L N (2) 1 3/4"x ? 1/4 " LVL LII LLLA F — - 1 ! � LA —U L-= — H- -H — � -T - -F t 1 — — F- 1 -17117F IF L x0 4x4 11 11 I I N ii II II II II II II II I II II II II 11 11 Jill I IIJ I1 II II II II II II 1 111 II II II II 0 11 11 116x6 Ax4 5 1)2" 2x6 @ 16"oc NO WORK IN THIS AREA 11 it 11 11 11 11 it I1 I1 11 11 LI/1 ,1? ill-- x4 I I 1 11 11 p oil I 1 11 -1 I I I I I I I WOOD STUD WALL Lz II II II II II oil II 11 11 LU .p (0 @ 11 11 11 11 I1 11 II 11 11 @ I I II II 11 II 11 II 1111 II 11 11 11 (D 1111 11 11 11 11 11 11 11 11 011 11 II I1 II II 11 11 x6 11 11 11 11 11 11 166 11 x II x 11 C14 C14 _q) 1 3 X 9 114" L x LL- L L . (I 11 11 11 11 II—x Ill Il 11 11 11 11 Il 11 �ilII II II II II I I TF — 11— F11 i I1 11 it 11 I1 IIv 1111 11 11 11 II a 11 11 mil P 11 II 11 11 11 a 11 11 it 11 II I1 11 II II 11 Ii II 11 1 (D /��64 it II II DN I II II II II II II II II II IIZil 11 11 II II II II II I I x- — — — — — — — — — — — — — C*4 -7 11 11 — ill 11— I. -11 1- - -n 7- -1-Ll — L- -L i- -� —117 t —H --WL —U I t 7t H 17 .F- T T�=— F-1 T -T F tF 1 7 0) .P I II 6xpII II zo 11 11 61 11 11 1.- 6x6 6x6 6x6 x 6x6 POST CMU FOUNDATION 00 TYP, LINO WALL BELOW A Jt I-I L I 11 C-4 I L x L I A PT(2)2x8 44 PHASEI PHASEII ISSUANCE EXISTING TO ADDITION PERMIT SET REMAIN REVISIONS # DATE DESCRIPTION 1 10/21/19 PERMIT 5f-T SHEET NAME ENTRY LEVEL FLOOR FRAMING PLAN 03 ENTRY LEVEL FIRST FLOOR FRAMING PLAN 1/411 -011 SHEET NUMBER Ln 0 c\j 5 v2 PHASE 11 ADDITION X-WINDS DESIGNS,COPMGMT 0 2018, ALL RIGHT5 RE5ERVED SHEAR WALL LEGEND EXTERIOR PLYWOOD WALL SHEATHING PER SHEAR WALL HOLDOWN HARDWARE WALL OR DOOR HOLDOWN HARDWARE 5" NOTES 5 ANCHOR BOLT OPENING ANCHOR BOLT FOUNDATION WALL CL 2x6 WOOD BELOW X STUD WALL u-1 — — — — — — — ARK t ELIZABETH PER PLAN v CALLAN DER co I U.N.O. 31/2" N 31/2" 2815 SCOTT STREET PERFORATED SHEAR WALL SAN FRANCISCO, CA 94123 T 415 . G73 . 7745 E_CALLAN DER@ ATT.N ET INDICATES WOOD SHEAR WALL: MIN.WOOD FRAMING WITH HOLDOWN HARDWARE MEMBER THICKNESS AT EACH END FOR SHEAR WALL REQUIREMENTS SEE HOLDOWN (H/D) MODEL PER PLAN GRC I'D :f"o Consulting Engineers, P.C. EXTERIOR PLYWOOD LEGEND: WOOD SHEAR WALLS WALL SHEATHING 1358 BOSTON POST BOAC? POST OFFICE BOX 8802PER SHEAR WALL 5" HOEDOWN HARDWARE SE, MIN. FROM END OF NOTES N ANCHOR BOLT SHEAR WALL PANEL `S SA1'BROOIG CONNECTICUT 06475 "' PHONE: 860 388 1224 FOUNDATION WALL 2x6 WOOD GNC C31 NGtNEEIS.CfJM BELOW X STUD WALL _ 1 . ,_................_..........._...... ..............................._........._............... .........-_.-_.......... .............._..._..........._......._........................................._.................._.............:.............._.............----............................... . ..... ........... . _. _. .. PER PLAN � �'' U.N.O. 31/2 3 1/9" MIN.WOOD FRAMING ,�M `".�-� --- c i NO OPENINGS MEMBER THICKNESS '"'='= ... .�, PROJECT NUMBER N SHEAR WALL PANEL FOR SHEAR WALL REQUIREMENTS 19 160 INDICATES WOOD SHEAR WALL: _, ------- WITH HOLDOWN HARDWARE �----« AT EACH END OF SOLID WALL -' ---------- ----------.._------ .__...._:«. .. .. . _.,.___. ------------ AT . --�------ (NO OPENINGS) ' 1 EI , SEE HOLDOWN(H/D) MODEL SEE SHEAR WALL NOTES I E 4E ; f � PER PLAN ' �! 2'-6 3/4" DOUBLE SIDED E ; MIN.WIDTH MIN.WIDTH PLYWOOD j 1 SHEAR WALL AT THIS LOCATION AT THIS LOCATION SHEAR WALL NOTES ,.. ..... ri _._................__...... 1. SHEAR WALLS ARE NOTED ON SHEAR WALL __._.................. ........._.........._ _ _...._._.......__......._........ _-.. ........_...._......_...._...._. .. _.. _. LOCATION PLAN. DOUBLE SIDED j 2. REFER TO SHEAR WALL LEGEND FOR FURTHER PLYWOOD „ ; { \ , \ SHEAR INFORMATION. SHEAR WALL 3. SIMPSON HOLDOWNS AT EACH END OF WALL PERFORATED SHEAR WALL PANEL. 0 HDU8+7/8" DIA.BOLTS. J ...... ... ....... ...... ............................. 4. INSTALL 7/8"DIA.ANCHOR, EMBED 15" INTO _ _____________________.--______....._- �.,__... I _ _ _ .� .._....._.____-_.-__ ------ _ ,_ _-____._..______e___. DOUBLE SIDED FOUNDATION WALL. IFE PLYWOOD INSTALL 5/8"DIA.ANCHOR, EMBED 10"INTO — — — — — — — = — — — PERFORATED FOUNDATION WALL. I f SHEAR WALL 5. UNO, BUILD UP WOOD FRAMING AT SHEAR WALL CHORDS TO PROVIDE MINIMUM WOOD FRAMING THICKNESS SHOWN ON SHEAR WALL LEGEND, OR or:-, +1 USE SOLID WOOD POST AT EACH SHEAR WALL E...._._._. I.... 1.``=`'.... ... ....._. _ .. '.. ........- L-` :._........#..�.... ... ....�1 r 1 _. . 1..: -� .... . .t—,... ... ✓^/j lJf, ..._ .. .._ ..... .......... .. ................. .... ................ ..... f.. .. .. ...... ... ....... PANEL END. ATTACH STUDS TOGETHER WITH 1/4" II r w I; r':. i J 1_ 1, iv.f'5T1 x 3"SDS SCREWS AT 8"oc. I I = �I -1. —�_._i 'J 6. INSTALL ANCHORS A MINIMUM OF 5"FROM ENDS OF .e i' I _...__.___....._..— ..____._.........___.___.___. n w < E FOUNDATION WALLS. 7. PLYWOOD SHEATHING 15/32" 1/2" 13.. '.<"%: I NAILED WITH 10d COMMON WIRE NAIL SIZE z ( ) ....... :. AT 4 oc AT PANEL EDGES AND 4 oc AT FIELD NAILING :...........:....... . [ ,.. .,,...,....:....._:_.,.:::.,_._......._._...' I £/... n , • ii E , TO INTERMEDIATE STUDS. r ., E I I I � 8. NO HORIZONTAL JOINT IN SHEATHING FORA ;{IFO --------------- TO __ ___.. _____ MINIMUM OF 1 FT ABOVE AND BELOW RIM BOARD. I `a _� ......._.:. v.�z... ..... I I:....._.:.c., ... ....__. 9. SOLID BLOCK AT ALL PANEL EDGES WITH _. ry DIMENSIONAL SIZE TO MATCH FRAMING. i 10. IF SHEATHING IS INSTALLED ON BOTH SIDES c=i� OF SHEAR WALL, OFFSET VERTICAL PANEL EDGES o w TO FALL ON DIFFERENT FRAMING MEMBERS. r i3 11. INSTALL HARDWARE PER MANUFACTURER'S , _... ......._... __. ._..;: E I .. .. _............ _. ................ .... ............. RECOMMENDATIONS. �....... ... i w f� , i ........ ...._......._...... ..... ,w. I , ........... ' f E �, R , F . I iv iJ_. Af. I'�Y of t I ` l ' , qq .. .... .` www � ............. i .. E ...n i I _ t i' IN •i ♦ _ ..._:.__—�_—__—. .... Ii PERFORATEDv SHEAR WALL SHEAR WALL \ ' SHEAR WALL --------------------------------------- -- «.----.--....» x ` � ,.,. �,,, •t" PERMIT SET € E;: E x REVISIONS # DATE DESCRIPTION - 1 10/21/19 PERMIT SET E E ;i E 11:t /' ( pE...� Iy,t... E J..,J > 0 E �::..i 1,: 1 J1E ;"\:E G E.F��r' i I ��'..11�� E.,z�"�✓ 3 :♦I'S_\fr 5;7r_0 SHEET NAME SHEAR WALL LOCATION PLAN SHEAR WALL LOCATIONS ARE SUPERIMPOSED UPON ARCHITECTURAL DRAWING REFER TO SHEAR WALL NOTES&SHEAR WALL LEGEND SHEET NUMBER m 04 SHEAR WALL LOCATION PLAN51 * 3 N PHASE II ADDITION X-WINDS DESIGNS,COMIGHT®2018, ALL RIGHTS RESERVED C: l).ar\C3N; q:9\Lxx.IKe�ri*\141ot�Aug"019519(;Loa»ninutti:+rH,aueFllax:rtl.nK CLARK * ELIZABETH CALLAN DER 2815 SCOTT STREET SAN FRANCISCO, CA 54123 T 415 . 673 . 7745 E-CALLANDEP,@ATT.NET Gmco Consulting Engineers, P.C. r2 1358 BOSTON POST ROAD S2.1 POST OFFICE BOX 802 S2.1 QLD SAYBR(DC)K CONNECTICUT 06475 PHONE: 860 388 1224 ,-6x6 6x6 GNC8ENGINEERS.CCJM T(3)2x10 �4x6 PROJECT NUMBER 11 11 19160 CD oll x x II II x6 2x6 WOOD STUD WALL 6x6-i, II II II II II II 6x6 6x6 4x6 6x6 I I I I6x6 — — — — — — r7- 1 3/4"x9 1/4"LVL cD H c, x (2)2x10 (2)2x10 1 OI I X x6 X (6 x6 C-4 4x4 \V.2 6x6 = = = = = 11 II 1 f4x= _ _ _ _ —_ x4 4x4)fjj E' X-a--6x6 I 1 U (2)2x10 (3)2x10 HDR LQ w (3) 1 3/4"x9 1/4"LVL (3)2x10 HDR LOW (2)2x10 x6 > j �4 _ z rF— -TF 11(3) 1 1� xq I�VL 11 7n — — — — — — — — r CD x4 II II II II II I ,/ - - - - - - - - - - - - C x 11 - - - - - - - - - - < II II II II II I cy) > 1 x6 x6 POST 6x6 II II I 7tup �� -j ,,62x10 @ 16"oc __j Z > 2x10 @ 16"oc c:) 64� _ 011 ,6x6 POST POST— -- EXG PHASE I X� L = BLW-- — — —up- TO REMAIN 4x E-----4x6 x zo "I' l 4x6II (MxM /4x4 x6 C�3 x LU F-1 I II II II II II I 0 x6 x w m m = = — = = = w i — — — — — —0 (2)2x10 =1 -i 1 1 (2)2x1 — — — — — OPEN —7— --- —7— (3) 1 3/4"x9 1/4"LVL 4x4 /-4x4 44 z . . . . 4- 1 11 11 II w m H H II x6 II U L4- -Ix 3) 1 3/4"x9 1/4"LVL HDR 0 -i 'E6 0 w 6x6 6x6 °X° �&6 �6x6 6x6i X 6x6� (2)2x8 PHASE 11 6x6j 155UANCE PERMIT SET REVISIONS # DATE DESCRIPTION 1 10121119 PERMIT SET SHEET NAME UPPER LEVEL FRAMING PLAN 05 UPPER LEVEL SECOND FLOOR FRAMING PLAN n 00 SHEET NUMBER o 51 * 4 c\j PHASE 11 6 ADDITION X-VAND5 DESIGNS,COPYRIGHT Q 2018, ALL RIGHTS RE5EFUED CLARK * ELIZABETH CALLAN Df-K 2815 SCOTT STREET SAN FRANCISCO, CA 94123 T 415 . 673 . 7745 E-CALLANDEP,@ATT.NET G v C B Consulting Engineers, P.C. 1358 BOSTON POST ROAD POST OFFICE BOX 802 S2.1 C)LD SAYBRC>(:)PK CONNECTICUT 06475 PHONE: 860 388 1224 �44 GNCBENGINEERS.COM j L PROJECT NUMBER I 1 19160 6-1 L — — — — — — — — — - RAFTERS 2x10 1@ 16"oc RAFTERS 2x10 @ 16"oc L — — — II II -A — n— -p-- x4tH [F-- —I]4-)W� 4 -ITT x N It- -t —1] —11 I - = II I -1 L pil 11II II II II II II 11 zo 0 I r1l I II II II II II IIU U U U II II II II II II II I II II 11 0ll 11 II �2 11 NC c'4 �2 11 "1 ""\V.2 x N X11 I II II 11 2x10 @ 16"oc iT NII IF= ly 711 If—= iff fif-- w - - � _ = z III III t: III 111 11 1 11 c 4- -4 — 11— -4- -4 zo III III III III 111 II I x6 6x6 II II II II III 4 111 1 1 1 117 -. x6x6 LA N�x III(2) 2-)--il 10�I�DGI41 B x co v -4x6 ix 0 w II II II IIIU- II II II III CL/ CD x LU �x--- F- 'X1L 17 3/4 jKLVLRIDqE B 0 --TF -TF 7- -TF- -TF -FF -77 -T- C*4 _IL _ _I II II II II II p 1 III III III p III 111 II 1 1 zo 11 11 II IOPEN Its q VF- ;r- - 47 NII II II III II II II C1 114 p co 11 1 loll 1 1 11 1 1 1 11 110� II II II II II II II II III I 11 11 wil ii II I II rRi w U- I II II II SII II III I P-- --414 4— -4- — 4 — ll 4x4 -�A j -4 4x41— --ft —u 4-ff --U - —U - t t U 2x1 0 x 6x6 6x6 ISSUANCE PERMIT SET REVISIONS # DATE DESCRIPTION 1 10/21/10 PERMIT SET SHEET NAME LOWER ROOF FRAMING PLAN 0-- n 06 LOWER ROOF FRAMING PLAN 0 1/411 = 1'-0" SHEET NUMBER ai O 55 c\j P1HA51fo11 6 ADDITION X-WIND5[)E51GN5.coryKiGm-rC2Ol8. ALL RIGHT5KE5ERVED ......mount C ove Home.FT U� .nq CLARK * ELIZABETH CALLANDIER 2815 SCOTT STREET SAN FRANCISCO, CA 94123 T 415 . G73 . 7745 E-CAUANDER@ATT.Nff GMCO Consulting Engineers, P.C. 1358 BOSTON POST ROAD 2 POST OFFICE BOX 802 S2.1 S2.1 OLD SAYB1200K CONNECTICUT 06475 PHONE: 860 388 1224 GNCBENGINEERS.COM PROJECT NUMBER 191 GO ROOF BELOW .L — - - — - - — - - — - - > (2)2x8 (2)2x8 V.2 0 II NII (NII c:, + I IL- J, 11 11 11 11 11 — � x 1111 C) I I IMIIIF 117—110 11 11 11 11 11 �� x x I/ —x 04 N� 11 NII OPEN 11 � II II II II H H (4)2xjp co vH H (g)2x1p Hfl - -IIII NII- — — — — — — C14 v — — — — — — II II II II II II II II ROOF /,&6 UIIII II II II II IIw /6I II IIA 611 BELOW III] / 11 � 11 11 2-SPAN CON 11 11 11 1 11 11 11 11 11 1 11 6 POST BELOW II II 2 B 11 II II II 1� (3) 1 3/4"x'!_j!. 7/8" VL G 1 (2) 3/4"V 71"LV�RIDE! M ,Ax IPBEA R1 SUPPORT Lr- RIDGE BEAM 111 I I II II II II II II 11 II IH U U �2)2 10 11 — _::-- — —1 ----7 (S) H U (g)2x1p H H 11 1 1 r! 1 11 1 U H 2x1p H H R/ LUN, 0 + +oil - 111CD C) C) CD C3 x Jill VIII x x + 11 C4 04 x C4 C-4 IIII IIv j1 ,� = �\ 1 `"II IIi111 /moi = = _ � _ _ = \�� 1111 II III /� JL w 04 �xW �x LL— '11 I — — =OL- ROOF BELOW 041 1= = = = = --- ZYII1 0 U hLv NII X4 (A x fii8 — 4x4\ (2)2x8 HDR L5/8" PLYWOOD ROOF SHEATHING TYP ISSUANCE PERMIT SET REVISIONS # DATE DESCRIPTION 1 10121119 PERMIT SET SHEET NAME ROOF FRAMING PLAN 2 SHEET NUMBER O 07 ROOF FRAMING PLAN m U 1/411 -011 m 0 N 5 oG N PHASE 11 6 ADDITION X-MND5DESIGNS,COPYRIGHT,9201b, ALL RIGHTS RESERVED CLARK ELIZABETH CALLANDER 14 x 14 CONCRETE PIER ;• 2815 SCOTT STREET REINF WITH: SAN FRANCISCO, CA 94123 (4)#5 VERT W/ `' ' d T 415 . G73 . 7745 #3 TIES HORIZ AT 16"oc E_CALLANDER@ATT.NET Q CONC PIER FORMED BY 16"SQ. CMU BLOCK 1 1/2" CLEAR, TYP. CONC PIER TYPICAL 14"x14" ' . w GNCR, FORMED BY SQUARE CONCRETE 16"SQUARE ;<Q e PIER REINF WITH: (3)-#5 E.W. BOTTOM - -._.� CMU BLOCK < ;' 4-#5 VERT AND _ -..°_ .- c7 Consulting Engineers, RC.2'-6"x2'-6" _ a #3 TIES AT 16"oc e " a: ik M O 1358 BOSTON POST ROAD b a ; 4-#5 DOWELS TO I j PAST OFFICE BOX 802 m Q FOOTING UNDISTURBED - m pL,D SAYgRppK SOILL� 4. SEE SECTIONS FOR a a T CONNECTICUT tOG475 ADDITIONAL REINF 1 PHONE: 860 :388 1224 _..- I GNC.BENGINEEKS.COM _ a. INFORMATION _._.. .,.Id_:: j1h .;:....';-__ CLEAR - 2'-6" COVER PROJECT NUMBER TYP 10160 14"x14" CONCRETE PIER PLAN VIEW n TYPICAL 14" SQUARE PIER DETAIL 3/4" = 1'-0" W 0 6 3 2.5 6 3 2.5 2 1 U 1 S2.2 I S2.2 I - --- -__—_ - - - - _-_ —aI --- - - II SEE ROOF (2) 1 3/4"x11 7/8"LVL RIDGE BEAM - - - -ROOF LEVEL TYPDETAILS — - - - - I ROOF LEVE34'-10 1/2 (2)2x10 34'-10 1%2" 2x12 RIDGE BM RIE BA z � z -7- rf- - _ Imo - Q I I I I Ir HI H —11 — H H — II— H ITI I t u n10 ii ii 1 II III (I II 11 j %/ \ \II II I III V J 1 (2)2x8 HDR ATTIC LEVEL I I I I I I I ( I I – - - - - - - 8" 170 (n I I II III I II I I I 28'-107/ az I III I II I I II I I U-i I I I I I I II I III v r(� OPEN OPEN I I I I I I I I �70@ I I v J I I U-- 43/4"T+G PLYWOOD ' PHASE II UPPER I ( 1 3/4"x 9 1/4" LVL I PHASE 11 UPPER /(3) 3/4" 1/4"L – _ _ LEVEL FIN FLOOR _ LEVEL FIN FLOOR 21'-6 3/8.. , N(3) l - - - 1 jI STUB 6x6 J (3) 1 3/4"x9 1/4" L LOW U (3)2x10 (3) 1 3/4"x /4 LVL p _j J J I J (3) 1 3/4"x9 1/4"LVL I I I I TYP. 10"CMU FOUNDATION WALL Q SIMPSON CS20 STRAP 3) 1 3/4"x9 1/4" LVL SEE MULTI 1/4"LVL HDR REINF W/ (3)2x10 DR LOW p p FROM SILL PLATE TO I MEMBER LVL i #4 BAR VERTICAL DOWELS+STD HOOK > > I 1 FT UP THE STUD, TYP DETAIL AT 24"oc&CORNERS AT CENTERLINE OF WALL OPEN EVERY OTHER STUD I I I I 2-#4 BARS CONT HORIZONTAL AT TOP OF WALL 0 p 0 p AROUND HOUSE PERIMETER co co to BOND BEAM BLOCK X I 00 I 00 FASTEN DIRECTLY TO FRAMING DTTZ DECK TIES PER m co I ( I I co �° cXo HORIZ JOINT REINF AT EACH COURSE TYP' PLAN &TYP DETAILS co SOLID GROUT WALL cx cXv 1 N I I 3/4"T+G PLYWOOD ENTRY LEVEL DESIGN FLOOD I I (3) 1 T+G 1/4"LVL PT 2x8 DGER ENTRY LEVEL DESIGN FLOOD 2 1 / "x9 1/4" LVL 3) 1 3 9 1/4" LVL _ —FIN FI-RST FLOOR ELEVATION 1x4 IPE DECKING PT(3)2x10 PT 2x8 LEDGER 1x4 IPE DECKING 2x8 @ 16"oc „ `� � -�� � �� - — - - –� - - - �xs - - - �2'12 3%8" FIN FIRST FLOOR LEVATION 12-2 3/8 11 -0 11-0' PT(2)2x8 2x10 @ 16' c 2x10 @ 16"oc 2x10 @ 16 oc TOP OF WALL — I - - - - - - - - - - - - 16 SQ. - - - - - I - - - - PT 2x8 16"oc - PT RIM ISSUANCE CMU BLOCK ELEVATION FEMA BASE APPROX. DTTZ1 x OPEN II FEMA BASE CRAWL SPACE FLOOD GRADE SEE TYP DETAILS SEE SLAB ON GRADE d, CRAWL SPACE FLOOD PERMIT SET — - - - - - - - - - - — - - - - - - - - - - (VARIES) - - ARI — _ _ _ _ B -GRADE— N —WWF TYP DETAILS 12"DIA. „ - - - - - - - - °=� - = - - - - - - ' „–� ELEVATION w _ ___ ___ __ __ flE ELEVATION 10"CMU WALL 8-6 go-nit I I 12"DIA. 8-6 —14x14 10"CMU WALL SEE TYP : ' ', z; _ � FOUNDATION # DATE RevlsloDENSsC RIPTION _ - - _ - 6� 620x -FOUNDATION DETAILS 6'- 10„CMU WALL 1 10/21/19 PERMIT SET 24”x 12"CONC FOOTING 2'-6"x2'-6" Lm 24"x 14"CONC FOOTING VERIFY IN FIELD BOTTOM OF FOOTING ADJUST WALL HEIGHT (2)#5 BARS CONT BOTTOM NUMBER OF TREADS 3 FT MIN. BELOW ADJACENT DEEPER AS REQUIRED SECTION THROUGH MASTER &RISERS -FN THRO TW_ _ R/C0VERED TO HAVE FULL HEIGHT TO ST BLOCK COURSING CBEDROOM/STAIR HALL TO ��CH 1/411 1 1-011 SHEET NAME SECTIONS SHEET NUMBER 0 _ co Ln m m 0 52 ,ol N N PHASE II ADDITION X-WIND5DE51GN5,COPYRIGHT®;018, ALLRIGHT5RESERVEDC;:111,ur:\CiNi:ROi9\t+adArvit\t4lo0Aug20145t9i'I+ucmn+,nrret nrHouaeFtEA>+�l.na CLARK t ELIZABETH CALLAN DER 2815 SCOTT STREET SAN FRANCISCO, CA 34123 T 415 . 673 . 7745 E_CALLANDER@ATT.Nff GM, CH Consulting Engineers, P'C. 1358 BOSTON POST ROAD POST OFFICE BOX 802 QLD SAY13RCD(:)K CONNECTICUT 06475 PHONE: 860 388 1224 GNCBENGINEEKS.COM PROJECT NUMIMP, 19160 2 S2.1 S2.1 ROOF LEVEL 34'-10 1/2" I wl 1_1 w N H H H p I-i w Lj Ll LI J 11 H TII LI IJ Ll Ll Ll m m m 14 w w Ll IL] I H4[— +4- 11— -tt- —NjI II— tt- -T ll— a---- ==w —11— II — I T- -tt- I I 1 -44 -JH-A III I I ill I 1 114 H H H _w p 11 1 1 F I I III I F L 7 IT 11 _TTL IIII II :;7 AT LEVEL — _ — - — - — - — - — - — - — - — - — - — - - — — — — — - - — - - — - - - — - - - - — - - —— — - — - — — — — — -- - — - — - — - - — — — — — — — - - - — - - - - - - —fF—_Tr_____fF - - - - - - - 28'-107/8" .171 II II II II II II I II II II II II II I n PHASE 11 UPPER - - — — — - - — — — — — — — — — in - — - — - — - — - — - — - - — - — - — - LEVEL FIN FLOOR II I 1 —11— —11 Ti— -ii-11- - - - - - - - - - - - UIII LU I lul 1.1 - - - - - - - - - - - II I I I I I I I ,� I I I II I ENTRY LEVEL A FIRST FLOOR l 12'-2 3/8" — - — - — - — - — - — 1-1- - - - - - -— -- — — — — — — - 11 1 _t DESIGN FLOOD 1111 11 -7 1� 111111 1111 1111 1-1111 1117777 11 1111 1 1h 11 1H 1111111 111111 11111 1111 111111 11 1h 11 111FIETFIF IT 111 1111 1" i — Jill ELEVATION 111011 J ' CRAWL SPACE FEMA BASE — - — - — - T, 7,— - — - — - - -- — - — - — - — - — - -GRADE11111� SLAaON FLOOD 81-611 ELEVATION 91 -011 - — - — - — - — - — -- FOUNDATION_&-� 6' 11 6 ISSUANCE PERMIT SET SECTION LONGITUDINAL 1/411 = 1'-0" REVISIONS # DATE DESCRIPTION 1 10121119 PERMIT SET SHEET NAME SECTIONS (L SHEET NUMBER 0 6 O 52 * 2 N PHASE 11 6 ADDITION x-WINDS DE51GN5.COPYRIGHT C 2018, ALL RIGHT5 RESERVED d...cum ino.Gme H,mw.FT 1/2"DIA A307 BOLTS WASHERS REQUIRED. BOLT HOLES 9/16"DIA. MAX. PROVIDE 1 1/4"x 18 GA 5/8 T&G ROOF SHEATHING,TYP. MIN. END DISTANCE 6". METAL STRAP WITH UNLESS NOTED OTHERWISE 8-10d NAILS PER SIDE EACH BEVELED ROOF RAFTERS RAFTER BLOCKING AT PER PLAN CLARK ELIZABETH (16 NAILS PER STRAP) EACH RAFTER CALLAN DER FLOOR JOIST-IF APPLICABLE cp -� - - - - SEE PLAN 2815 5COTT EET p m I SAN PPANCI CO, CAR941 23 � � SLOPED SEAT RAFTERS. SEE PLAN FOR SIZE. T 415 . G73 . 7745 N C) _ _ _ SIMPSON H2A Q— - RAFTER HANGER HURRICANE CLIP E_CALLANDER@ATT.NET EACH RAFTER RIDGE BEAM. SEE PLAN FOR SIZE. EACH RAFTER IP LVL'S LRUTO 2'-0" RIDGE BEAM - RAFTERS WALL STUD(ALIGN) c 0 ! M RAFTER TO WALL CONNECTION GH TYP. DETAIL SIMPSON CS 18 GA RIDGE BEAM Consulting Engineers, PI✓, RIDGE STRAP PER PLAN RAFTER TO WALL CONNECTION 1358 BOSTON POST ROAD MULTI MEMBER LVL CONNECTION EACH SIDE POST AND POST OFFICE BOX 802 RIDGE BEAM CDL D SAYB RC�C>K 10d NAILSz CONNECTICUT 06475 PHONE: INSTALL PER POST tNCFEVGINEEKS.4omNa MANUFACTURER'S RECOMMENDATIONS PROJECT NUMBER 191 GO STRUCTURAL RIDGE BEAM AT POST SIMPSON LFTA - FLOOR TO FLOOR TIE ANCHOR COIL STRAP OR AT CORNERS AND ANCHOR POST TO BEAM APPLY AT ALL TYPICAL AND SIMILAR CONDITIONS EVERY OTHER WITH SIMPSON POST AT FLOOR FRAMING FRAMING CONDITION CONNECTOR COMMENTS GRAPHIC STUD - - - - - - - - LTS12 STRAP EACH SIDE JOISTS FRAMING TO LEDGERLOKS AT CONT PT LEDGER ON FLOOR STAGGERED TOP AND LEDGER w FLOOR FRAMING RIM BOTTOM 8"oc � PER PLAN JOIST CONT RIM HANGER BOARD OR -4 cn WALL STUDS RIM BOARD POST ON SUPPORT o LEDGERLOK SCREWS 0 1/2" PLYWOOD - ROOF RIDGE BEAM DETAILS STAGGERED QD WALL SHEATHING PER SHEAR WALL BEAM AT TOP 2-5/8"GALV PLAN &NOTES OF POST BOLTS DECK JOIST z 6x6 PT JOIST ` 6 WOOD HANGERS � z FLOOR TO FLOOR TIE POST AT BEAM TYP 0 I Q STAIR LANDING/ STAIR CB66 , POST BASE POST U J BASE 12" DIA CONC PIER W EXTEND PLYWOOD WITH 1-#SVERT+ CONT 2x8 PT LEDGER+ w ' \ 1/2"DIA 6"TITEN SS ANCHORS AT I SHEATHING 0 z HOOK l ] FLOOR JOIST FLOOR JOIST BEHIND 2x LEDGER � \v\J PER PLAN PER PLAN 24"oc STAGGERED TOP&BOTTOM I AT CENTERLINE 2 ROWS _ FLUSH FRAME I ENTRY LEVEL O � 3-#5 BARS SIMPSON JOIST HANGER _ _ _DECK JOIST WITH _ _ I _ _ _ _ FIN FIRST FLOOR _m BOTTOM X AT EACH JOIST LEDGER+JOIST 12-_ 3/8" m o EA. WAY EACH SIDE OF BEAM HANGER I EXG FLOOR FRAMING M F-: CONCRETE SUPPORTING IPE DECKING V.I.F. FOOTING ( 1 BEAM PER PLAN DESIGN FLOOD v _ _ _!fi _ _ _ _ _ _ ELEVATION PT 2x8 DECK JOIST 11'_0" 2'-0" 3"CLEAR COVER FLUSH FRAME BEAM/JOIST SIMPSON DECK TIE MODEL DTT1Z I TYPICAL EXTERIOR WHERE UPPER LANDING SUPPORTING 4 MIN. REQUIRED PER DECK I STAIR FRAMING TO GRADE ELEVATION IS 12 FEET HOUSE FRAME EVENLY DISTRIBUTED ALONG FEMA BASE HEIGHT OR MORE,AN INTERMEDIATE LANDING IS REQUIRED FRAMING` 2-2x LANDIN THE LENGTH OF DECK I FLOOD LSC ADJUSTABLE 1 TIE WITHIN 2 FEET OF EACH _END OF DECK-SEE PLAN_ _ _ _ _ _ _ _ _ ELEVATION jr� STRINGER HANGER CONT PT 1 g'-w-7111% UPPER LANDING HOUASE FRAME:CHMENT O LEDGER ANCHOR THE DTT1Z WITH A 3/8" I OPEN JOIST HANGERS GALV WEDGE-ALL ANCHOR I RISERS 2x CUT FOR JOIST MODEL WA37700MG I STEPS HANGER 2 5/8"MIN EMBED INTO WALL ® PLUS 2x6 SLOPED 155UANCE LEDGERLOK w INSTALL PER MANUFACTURER'S I ® DECKING SCREWS REQUIREMENTS I 2-2x6 WITH PERMIT SET STAGGERED POST BASE APPROXIMATE ---------_..._..--....___...-._...--..._.-_......-.-.._. _.... I NEW CMU INFILL TO PIER TYP REVISIONS # DATE DESCRIPTION DECK EXISTING CMU I WALL BEYOND I 10/21/19 PERMIT SET JOIST FOUNDATION 4x SOLID BLOCK BETWEEN V.I.F. I LS50 MID JOISTS AT DECK TIE I CLIP SUPPORT 0 2x6 EA SIDE LOCATION 2-5/8"x4" SIMPSON DTT1Z MODEL o LAGS.TYP CONT RIM BOARD 1 4 MIN. REQUIRED PER 2x4 3" MIN. OR WALL STUDS DECK/PORCH EVENLY I STABILITY DISTRIBUTED ALONG THE THREAD BRACING o LENGTH OF DECK/PORCH. PENETRATION 1 12"DIA 1 TIE WITHIN 2 FEET OF EACH 6 6 CONC END OF DECK/PORCH. I PIER W/1-#5 0 + HOOK 0-4 CENTER 5/8"THRU SHEET NAME INSTALL PER MANUFACTURER'S 1 I—i BOLT. TYP TYPICAL DETAILS REQUIREMENTS � L TYP SECTION 2 FT. SQ. FTG. SEE REINF.ABOVE DECK TIE DTT1Z WOOD ATTACHMENT SECTION AT DECK TO EXISTING HOUSE TYPICAL FRAMING DETAILS 3/4" = 1'-0" n SHEET NUMBER 6 53 # 1m m O N PHASE II o ADDITION X-WINDS DE51GN5,COPYRIGHT zD 2018, ALL RIGHT5 KE5EKVED C;\lJ,er,:\C Nt:F3t 39\IFxat Ftz•it\(9lbzi A"g1114 S19 i Fzuc.nrzar3nz C +tr H xa,r NI 1AxaI.nK KK ,loco -" ��,,, 3 $�,�.. ���, CLACALLANERETN COVE =I II{ 2_£51 5 SCOTT 5Tk'EET ° 1 SAN FkANCISCO, CA 0-11231 T 415 . 67:', . 7745 E_CALL.AH'DFR@ATT.NIT ED Ajy UE U DATE 010190 0 - PROJECT NUMBER ARCHITECTURAL SYMBOLS KEY GENERAL NOTES 5HEET INDEX 18001 EXISTING DRAWINGS 1 . 1 EXISTING BASE BUILDING SURVEY DRAWINGS PROVIDED BY THE OWNER FOR THESE DOCUMENTS WERE DESIGN CONSTRUCTION DOCUMENTS. CONDITIONS MAY HAVE BEEN # TITLE ALTERED DURING CONSTRUCTION. 99A DOOR TYPE 1 .2 ARCHITECT DOES NOT GUARANTEE OR WARRANT THE ACCURACY OF THE BASE BUILDING DRAWINGS. 1 .3 CONTRACTOR NEEDS TO VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DISCREPANCIES. A000 COVER SHEET x 151TE PLAN SHOP DRAWINGS 2. 1 GENERAL CONTRACTOR WILL PROVIDE SHOP DRAWINGS AS LISTED IN THE SPECIFICATIONS INCLUDING AT A MINIMUM: OOA WINDOW TYPE STONE WORK WOOD STRUCTURAL ELEMENTS DISPLAY REFR. EQUIPMENT D201 DEMO - ENTRY LEVEL PLAN SNEEZE GUARDS WOOD CEILINGS (KITCHEN EQUIP. 5F5D.) D202 DEMO - UPPER LEVEL PLAN TILE WORK FURNISHINGS METAL FABRICATION D301 DEMO - ELEVATIONS MILLWORK WALL BACKING LOCATIONS ARTWORK D302 DEMO - ELEVATIONS XX-xx MATERIAL TAG DOORS + DOOR HARDWARE CONCRETE WAINSCOT SPRINKLERS/ LINES METAL WORK(INCLUDING WIRE TRAY SYSTEM) CUSTOM WOODWORK ETC. O Al 10 WINDOW SCHEDULE m SIGNAGE WINDOWS (AND HARDWARE) Al I I DOOR SCHEDULE ` J NOTES A 1 3 1 PLUMBING RISER DIAGRAM GL GRID LINE REFERENCE 1 . THE WORK INCLUDED UNDER THIS CONTRACT CONSISTS OF ALL LABOR, MATERIALS, TRANSPORTATION, TOOLS AND EQUIPMENT NECESSARY FOR THE CONSTRUCTION OF THE PROJECT LEAVING ALL A200 ARCHITECTURAL SITE PLAN WORK READY FOR USE. A201 ENTRY LEVEL PLAN Q O ROOM NAME 2. THE PLANS INDICATE THE GENERAL EXTENT OF NEW CONSTRUCTION NECESSARY FOR THE WORK, BUT ARE NOT INTENDED TO BE ALL-INCLUSIVE. ALL DEMOLITION AND ALL NEW WORK NECESSARYA202 UPPER LEVEL PLAN TO ROOM NAME ALLOW FOR A203 ROOF PLAN A FINISHED JOB IN ACCORDANCE WITH THE INTENTION OF THE DRAWING IS INCLUDED REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR MENTIONED IN THE NOTES. ALL WORK IS NEW, O 101 A2 1 I ELECTRICAL PLANS U.O.N. � (]/ ROOM NUMBER A301 ELEVATIONS 3. DIMENSIONS ARE TO EDGE OF SLAB, FACE OF FINISH, CENTER OF DOOR, CENTER OF WINDOW, AND CENTER OF PLUMBING FIXTURE, UNLESS OTHERWISE NOTED. A302 ELEVATIONS0 O CENTER LINE 4. DIMENSIONS ON REFLECTED CEILING OR ELECTRICAL PLANS ARE FROM FACE OF FINISH OR CENTER LINE OF COLUMN TO CENTER LINE OF FIXTURE OR GROUP OF FIXTURES, UNLESS OTHERWISE NOTED. A330 SECTIONS A360 STAIR DETAILS 5. ANY ERRORS, OMISSIONS OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE O'NNER'S REPRESENTATIVE FOR 10'-0" SPOT ELEVATION CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 51 .0 GENERAL NOTES *TYPICAL DETAILS W FOUNDATION PLAN z RELATIVE TO FLOOR LEVEL 6. JOB SITE SAFETY IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 51 .2 ENTRY LEVEL FLOOR FRAMING PLAN 7. ALL WORK SHALL BE INSTALLED TRUE, PLUMB, SQUARE, LEVEL, AND IN PROPER ALIGNMENT. 51 .3 SHEAR WALL LOCATION PLAN v J LEVEL I FLOOR LEVEL 51 .4 UPPER LEVEL FRAMING PLAN Q ELEVATION ABOVE PROJECT ZERO 8. THE GENERAL CONTRACTOR SHALL VERIFY AND ASSUME RESPONSIBILITY FOR ALL DIMENSIONS AND SITE CONDITIONS. THE GENERAL CONTRACTOR SHALL INSPECT THE EXISTING PREMISES AND TAKE 51 .5 LOWER ROOF FRAMING PLAN � W101-01, z = NOTE OF EXISTING CONDITIONS PRIOR TO SUBMITTING PRICES. NO CLAIM SHALL BE ALLOWED FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE REASONABLY BEEN INFERRED FROM SUCH AN S I .G ROOF FRAMING PLAN N EXAMINATION. 52. 1 SECTIONS �-}- V 'AGE / PROJECT NORTH 9. ALL DIMENSIONS NOTED "VERIFY' AND "VIE" ARE CRITICAL DIMENSIONS AND ARE TO BE CHECKED BY CONTRACTOR PRIOR TO CONSTRUCTION. IMMEDIATELY REPORT ANY VARIANCES TO THE OWNER'S 52.2 SECTIONS 0 (1 TRUE NORTH REPRESENTATIVE FOR RESOLUTION. PROJECT DIRECTORY S3. I TYPICAL DETAILS 41 cv 10. VERIFY ALL ARCHITECTURAL DETAILS WITH CIVIL, STRUCTURAL, MECHANICAUPLUMBING, ELECTRICAL, AND DESIGN/BUILD DRAWINGS BEFORE ORDERING OR INSTALLATION OF ANY WORK. V J OWNER: CONTRACTOR: 1 1 . VERIFY CLEARANCES FOR FLUES, VENTS, CHASES, SOFFITS, FIXTURES, ETC. BEFORE ANY CONSTRUCTION, ORDERING OF, OR INSTALLATION OF ANY ITEMS OF WORK. CLARK AND ELIZABETH CALLANDER H P BROOM HOUSEWRJGHT INC. 0 W 12. WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE DRAWINGS. 2815 SCOTT STREET P O Box 70 - I G2 Ferry Rd �('� U V J 13. COORDINATE ALL WORK WITH EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO: IRRIGATION PIPES, ELECTRICAL CONDUIT, WATER LINES, GAS LINES, DRAINAGESAN FRANCISCO, CA 94123 Hadlyme CT OG439 LINES, ETC. T: 415.G73.7745 T48GO) 52G-9836 Ll- 14. PROTECT ALL EXISTING BUILDING AND SITE CONDITIONS TO REMAIN INCLUDING BUT NOT LIMITED TO WALLS, TREES AND SHRUBS, PAVING, CABINETS, FINISHES, ETC. ELIZABETH CALLANDER WILLIAM (BILL) BARTELTT 0 15. WHERE LOCATIONS OF WINDOWS AND DOORS ARE NOT DIMENSIONED, THEY SHALL BE CENTERED IN THE WALL OR PLACED AS REQUIRED FOR THE FRAME TO CLEAR THE ADJACENT FINISH, AS SHOWN email: e-caliancier@att.net email: bill@ht2broom.com ON THE DRAWINGS. r 1 I G. ALL CHANGES IN FLOOR MATERIALS OCCUR AT CENTERLINE OF DOOR OR FRAMED OPENING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. STRUCTURAL ENGINEER : \ J GNCB ENGINEERS 17. INSTALL ALL FIXTURES, EQUIPMENT AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. � � v d 358 BOSTON POST ROAD 18. SEALANT, CAULKING AND FLASHING, ETC. LOCATIONS SHOWN ON DRAWINGS ARE NOT INTENDED TO BE ALL-INCLUSIVE. FOLLOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS AND STANDARD OLD SAYBROOK, CT OG475 INDUSTRY AND BUILDING PRACTICES. T: 860.388. 1224 Ext. 13 I 19. INSTALL SMOKE DETECTORS AND FIRE EXTINGUISHERS IN ACCORDANCE WITH THE SPECIFICATIONS AND IN CONFORMANCE WITH LOCAL FIRE MARSHAL REQUIREMENTS. PROVIDE TEMPORARY FIRE ROXANNE L. BROWN EXTINGUISHERS IN UNOCCUPIED SPACES AS REQUIRED. ISSUANCE email: rbrown@gncbengineers.com 20. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF THE CONSTRUCTION DOCUMENTS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL THE PERMIT SET TRADES AND SHALL PROVIDE ALL THE SUBCONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS AS REQUIRED. 2 1 . THE GENERAL CONTrACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS OF ALL SUBCONTRACTORS AND TRADES ON A REGULAR BASIS, AND SHALL EXERCISE A STRICT CONTROL OVER JOB REVISIONS # DATE DESCRIPTION CLEANING TO PREVENT ANY DIRECT DEBRIS OR DUST FROM AFFECTING, IN ANY WAY, FINISHED AREAS IN OR OUTSIDE JOB SITE. _ 22. CONTRACTOR SHALL LEAVE PREMISES AND ALL AFFECTED AREAS CLEAN AND ORDERLY, READY FOR OCCUPANCY. THIS INCLUDES CLEANING OF ALL GLASS (INSIDE AND OUTSIDE) AND FRAMES, BOTH NEW AND EXISTING. 23, STATEMENT OF ENERGY CONSERVATION: THIS PROJECT WILL MEET ENERGY EFFICIENCY STANDARDS AS ESTABLISHED BY THE STATE OF NEW YORK. L,� p �rnfY 24. PROVIDE ADEQUATE TEMPORARY SUPPORT AS NECESSARY TO ASSURE THE STRUCTURAL VALUE OR INTEGRITY OF THE BUILDING DURING CONSTRUCTION. 25. ALL REQUIRED EXITS SHALL BE OPERABLE FROM INSIDE, WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE. l 2G. GLASS SUBJECT TO HUMAN IMPACT SHALL BE OF SAFETY GLAZING MATERIAL TO MEET STATE AND FEDERAL REQUIREMENTS. SHEET NAME 27. CONSTRUCTION EQUIPMENT NOISE SHALL BE MINIMIZED DURING PROJECT CONSTRUCTION BY MUFFLING AND SHIELDING INTAKES AND EXHAUST ON CONSTRUCTION EQUIPMENT AND BY SHROUDING OR COVER SHEET SHIELDING IMPACT TOOLS. SUBMITTALS 28. ALL WORK SHALL BE DONE IN ACCORDANCE WITH AIA GENERAL CONDITIONS DOCUMENT (LATEST EDITION). Q m O SHEET NUMBER N O N O AOOO N O N X-WINDS DESIGNS,COPYRIGHT 0 2018, ALL RIGHTS RESERVED NOTES CLARK � ELIZABETH CALLAN DER 2515 5COTT 5TFTET SAN FPANC15CC, CA 94123 T 415 . G73 . 7745 f.-CAl.LANDFF,@ATT.NET Al ::DA HAR PROJECT NUMBER \ / 18001 D301 A301 / D 03 A301 2-, 2 / ^ Z C) 0 (N) PLANTING ,AREA �z O 0 -pO CL/ 0 \ O 5� > UJ 0 (E)ROCK LU RETAINING WALL < TO REMAIN _j 0 > (s) < (N) I)FIvfwAy (N) PATH r AND PARKING, (V SEE 51-TE PLAN LU 2 0 rr -7 0 D302 2 A302 J,r 0 LL- 1c, GARAGE 0 ISSUANCE PERMIT SET REVISIONS # DATE DESCRIPTION SHEET NAME ARCh ITECTU RAL SITE PLAN SHEET NUMBER N 0 AN P SITE PLAO N 6 1 201-011 X-WINDS DESIGN5,COPYRIGHT 0 X118, ALL RIGHTS RESERVED NOTES CLARK � ELIZABETH CALLAN DER 2815 SCOTT STREET SAN FRANCISCO, CA 94 123 T 415 , G73 , 7745 If-CALLAHDIfR@ATT,NET ED A r2lGiAA" x A3�O A330 (L 2 21 - 0" 3G' - 0" 1411- 011 PROJECT NUMBER ALIGN EDGE OF 0 DECK WITH EDGE . . ................ ............. Of 5CKEEN .......... POARCh--- -- ------------- iu G' - 1 1/4" ........................ ........ ....... ...... . ALIGN EDGE OF DECK WITH FACE Of BUILDING . ..... .. .................................... . ........... 11 I ----------- ------------------- . . .. ...................... SC UEN* PORCH. ------------------------------ (N)DECK .......... 1v IN Z-0 MIN 1 1 G 12.1 - 9 3/511 Vlf TO ALIGN WITH 0— 0 5HEX (E)SCREEN POP SHEAR 07C 71) 7E 9 OUTSIDE SHOWER W1 DRAIN TO DR`(`WELL 0 CH FLOOP 0 0 I I1 'OL 0 '7 wlu ---------- 0713 -77 ... ............. -j I II I CA 0 OGA 1013 o. MA TER 0 r- 0 - - ---- I .......... ........... .............................. ...... -- ---- - ------tu -j L -------- --- - -- - - - - - - -- - ........................ ....... 105 ...................... 1i Ii G GA WP II II I ty OFFICE .......... COVERED --------4-4- > 07f MASTER BATH ELECTRICAL SYMBOLS: Lu II II I I III oc 1 o 09A CLOSET CLOSET 02A 02b 05AF 5 2 GANG, DUPLEX OUTLET STOR. 15A15 o • LU 5 2 GGANG OUTLET I § DUPLEX OUTLET GROUND E 15A GF FAULT INTERRUPTED 2 4(�30 NO WORK IN I ................................. ................. .....................---- - - ........................... ... ..... ................. ... ............. ... ....... .............................. FOYER-------- DUPLEX OUTLET ................... §WP WATERPROOFED TH15 AREA ' CLO ET STOR. U-i 3 ii ......... ............. ..... ..... ............. .. ........ ..................... . ...... .......... ------- ....... 04A Z) -------- BEDROOM SWITCH (DIMMER TYP.) 121 - 23/511 3 C\j IGA A330 BATH SD3 (DIMMER Typ.) -5TOR. THREE WAY SWITCH 14AUN D Ply' ........... To I 13T ENTRY -V TELEPHONE OUTLET 0 1 c U I:LL EI CABLE TELEVISION r it ............................. OUTLET (1) COAXIAL .......... -- -- -- - -- - - ----- -- -- --- - -- -- - ---- ---- - - - -- -- --- - -- -- - - - -- - - (1) CAT 5 In INTEGRATED SMOKE CO2 DETECTOR ISSUANCE -------------------------- --- - - - -- - - - - ----- - --- - i I J i i PERMIT SET THERMOSTAT - ....... j ! i REVISIONS A # DATE DESCRIPTION ELECTRICAL NOTES: 1 . ALL SWITCHES TO HAVE DIMMER 2. LUTRON 'DIVIA' WHITE, TYF. 3. ALL FANS TO 13E SWITCHED. If LIGHT 01, G1 -011 - 011 - 011 31 - 011 41 - G1 - 0 Gl - 0 31 - 011 10 41 - 011 INTEGRATED INTO FIXTURE, LIGHT TO BE 91 SWITCHED 5EPERATELY. 221 -011 121 - 011 12' - 0" - 011 12�1- 0" ' 011 41 131 - 011 121 - 011 5,51 - 011 1 1 4. AN ECOBEE BUILDING AUTOMATION SHEET NAME AND CONTROL SYSTEM WILL BE INSTALLED IN THE BUILDING - ECOBEE3 X LITE WITH SENSORS IN ALL ROOMS. ENTRY LEVEL PLAN 5. OUTLETS TO BE ALIGNED WITH (E) C CE OUTLET HEIGHTS UNLESS OTHERWISE NOTED. (E) OUTLETS TO BE RETAINED WHEREEVER POSSIBLE. C\j ll� G. SWITCHES TO BE AT 48" AFF ON CENTER UNLESS OTHERWISE NOTED. SHEET NUMBER 7. ALL OUTDOOR OUTLETS TO BE WATERPROOFED. < 0 ENTRY LEVEL PLAN C\j 8. ALL BATHROOM LIGHT FIXTURES TO A201 6 I 114 11 := 1 1-011 BE 'DAMP OR WET RATED' X-VAND5 DESIGNS,COPYRIGHT 0 2015. ALL RIGHT5 RE5MED NOTES CLARK ELIZABETH CALLAN DER 2815 SCOTT STREET SAN FRANCISCO, CA e4 123 T 415 . G73 , 7745 E-CALLANDER,r ATT.NET II 2, H A Aj, A380 A330 0 PROJECT NUMBER 15001 I . ..... . ......... O Gil I -011 �G 911 G 9/1 Gil I 1_01� ( 4 N,,A330)r .......... ! o1.1J qE I ............. ....... ........ ......................... .... ........................... ....... -------- 15A I 8B 19A 1913 ....... 20C LLJ ........ 0 I5C ELECTRICAL 5YM13OL5: .. ....... U 2 GANG, DUPLEX OUTLET 19A g i 2A 0 20B 3- 1" 1513 LU LA130 (20 ATH MIN, MIN. 4 GANG OUTLET 0 DUPLEX OUTLET GROUND BEDROOM §GF1 AU LTINTERRUPTED ............... NO WORK IN ........... 7- ................. ...................................... 7771 7 9 DUPLEX OUTLET A .......................... .............. WATERPROOFED Th IS AREA .......... §wp LLJ ........... .. ..... ................ ........... ........ .. ........ .. ............. ...... ......................... ........ ......... ..................... ....... ........ ............. .... ............ SWITCH (DIMMER TYF.) STAIR (OPEN TO BELOW) ------- $D3 THREE WAY SWITCH(DIMMER Tyr.) _V TELEPHONE OUTLET I z-j k-- I I FCABLE TELEVISION TVI OUTLET (1) COAXIAL (1) CAT 5 03 II O INTEGRATED SMOKE CO2 ISSUANCE DETECTOR F PERMIT SET THERMOSTAT REVISIONS # DATE DESCRIPTION ELECTRICAL NOTES: 1 . ALL SWITCHES TO HAVE DIMMER I I I I I I (I I 2. LUTRON 'DIVIA' WHITE, TYP. 3. ALL FANS TO BE SWITCHED. If LIGHT - 011 OilINTEGRATED INTO FIXTURE, LIGHT TO BE 41 - 011 Gl - 31 - 011 G1 - Oil 6' - O" 131 - 011 41 - 011 81 - 011 SWITCHED 5EFERATELY. 4 131 - 011 1 J- oil 131 - 011 4. AN ECOBEE BUILDING AUTOMATION SHEET NAME AND CONTROL SYSTEM WILL BE INSTALLED IN THE BUILDING - ffCO5EE3 UPPER LEVEL PLAN LITE WITH SENSORS IN ALL ROOMS. N 0 5. OUTLETS TO BE ALIGNED WITH (E) OUTLET HEIGHTS UNLESS OTHERWISE NOTED. (E) OUTLETS TO BE RETAINED O WHEREEVER POSSIBLE. (Y) 0 11� G. SWITCHES TO BE AT 45" AFF ON CENTER UNLESS OTHERWISE NOTED. SHEET NUMBER N G45 5f 7. ALL OUTDOOR OUTLETS TO BE 0 UPPERLEVEL PLAN WATERPROOFED. O 11 1-011 8. ALL BATH ROOM LIGHT FIXTURES TO A202 1/4 1 BE 'DAMP OR WET RATED' X-MND5 DE51GN5,COPYRIGHT 0 2018, ALL RIGHTS RESERVED NOTES CLARK *- ELIZABETH CALLAN DER r2 251 5 5 C OTT 5-T IFE F.T A330 A330 T 415 . 673 , 7745 E. CALLANDERCc.)NUMET �D AF cr I al - 011 ................................ ........ ....... .......... ......... ................................ ......... .............................. ......... .................................. .. .......... ................................ ........ ............... .......- ........ ............. ........ ...................... ........... . ........ ................ .................... .. ..................... ..... ..... .......... ................. PROJECT NUM5EP, 1(5001 .,I G' - 5 7/8-'� . ........................... ...... ................ ...... ... ......... ............................. .......... ---------- G 911 Gil I 1 -01 .............- G 9/1 Gil pill r4 'NA330/r ------------- . . ....... .................. .... ............................ ----------- .......... ............................ ... .... ............ ................................. ................ I I oil q G 9/1 Gil P-0" G 911 Gil ----------- ....... 9 t (V OQo >A 1 11 2 251 - 67/8 rill, 241 - G 3/811-- O L.LJ ( 301 N C0 NO WORK IN :J 2Cn ........................... ... .....------ Th 1S AREA - 5 95/5 1 ' h .4' ...........- ...... ..... 1,A3 3�O 23' - 4 5/811 241 - 53/411 t 069/16 / I G911G1 1-01, G 911 Gil I- 32 G 9/1 Gil 1 1-0" 0 LLJ Qm FI: _.. - _--_-_.__ ___. __ IIi h G 9/1 Gil I -0, (V .... ....................... .......... ............. ....................... ------j .............. U ..........7-- ...... . . .... .. ................. .............. .... ....... ............................. ...... ... .. ......... .................. .................. ....... .................. .... ............- 7- .......... . ..... ........... .............. . ............................ ........ ........... ............... .................. ... .............. ....... ............................ .... ................... .. .............................. ..................... ............. ...... - ---------------------... ......... ...................... ............ ....... ....... ........... ...... .. .................. -- --------------------------------- .............. ........................... .............- ISSUANCE PERMIT SET REVISIONS GI Oil G1 81 - 011 - 011 G1 Oil 41 - Oil 31 - 011 131 - 011 81 - 011 # DATE DESCRIPTION 5- 131 131 - 01' oil - 011 ------------------------f SHEET NAME ROOF PLAN 0 SHEET NUMBER N 0 N ROOF PLAN 0 N 1 11 1-011 A203 6 114 J 7T X-WINDS DESIGNS,COPYRIGHT 0 2015. ALL RIGHTS RESERVE) NOTES CLARK 4� ELIZABETH ASPHALT SHINGLED ROOF, CALLAN DER MATCH EXISTING 2815 SCOTT 57. ET SAN f KAIdCISCO, CA 54123 T 415 . G73 . 77-15 E_CALL.AI;DE.R@ATT.Nf T GUTTERS AT EDGE OF ROOF, TYP. WHITE TRIM TYP. I8F 20A �.V G A c? MATCH EXISTING • ��' lrtr� c ' 1 IEEISHINGLES, MATCH EXISTING 20C 20B 1815 18A 19B 19A NO WORK IN PROJECT NUMBER 18001 < HIS AREAPHASE 2 L PPER : 21 / L1J 1513 15A\ I OA I OB 06A J A301 CRAWL SPACE '� ,``77—a 1013 07E 07D 07C 0213 02A ACCESS, , SEE STRUCTURAL I ^� �� I ` + \ / ' O DRAWINGS I 1 ENTRY EVE_ L � (`r7 � O =4- ALUMINUM 12 AVERAGE RADE W Q ALUMIN� CLA� OUTSIDE SHOWER W/ � I---1 1 I-- -�---- CRAWL PACE D O WINDOWS AND DOORS, DRAIN TO DKYWELL SCREEN PORCH CRAWL SPACE (N) WOOD DECK 81 - I 1/211 GREY FINISH VENT, TYP O 0 NORTH ELEVATION CONCRETE BLOCK FOUNDATION WOOD AND CABLE RAILING >-- 1/4" = 1 '-0" v W z � < o � �-► z �- Q 0 N � N � R/ 0 W WHITE TRIM, TYP. U V J MATCH EXISTING ASPHALT D ROOF, MATCH EXISTING " SHINGLES, MATCH EXISTING c > V ALUMINUM CLAD WINDOWS AND DOORS, GUTTERS AT EDGE OF GREY FINISH ROOF, TYP. ISSUANCE •.... . . . . .. .. PERMIT SET CAP,5HAPE TO DRAIN PHASE 2 2X4 WOOD HANDRAIL, 2X4 WOOD -'' SHAPE TO DRAIPJ SHAPE TO DRAIN i - - - - - - C RAPE TO DRAIN 2 I 6 /8" LEVELAP 5 REVISIONS - 3 INTERMEDIATE SUPPORT, CABLES # DATE DESCRIPTION AS NEEDED 4X4 WOOD POST - SCREEN PORCH _ - CABLE5 % I OC WOOD AND CABLE RAILING Jti O O _ r t 07B , J t C W J t � � J \ i ENTRY LEVEL - SHEET NAME — — 12 - 2 3/8" m o ELEVATIONS � o Lu - - - � I AVERAGE GRADE ' 1 11�-1 1 �I i--�I-1 t +1 _ 1 I—i –9' - 3 o WOOD DECK CONCRETE BLOCK -' �J FOUNDATION CRAWL SPACE O CRAWL SPACE VENT 8' - 1 1 112" SHEET NUMBER N N EAST ELEVATION DECK RAILING DETAILS O 3 N 2 1/411 = 1 '-0" 1 " = 1 '-0" 0 N X-WIND5 DESIGNS,COPYRIGHT 0 2016, ALL RIGHTS RE5ERVED NOTES CLARK * ELIZABETH ASPHALT SHINGLED ROOF, CALLAN DER MATCH EXISTING 281 5 SCOTT STREET 5AN fRANCI5CO3 CA 94 123 T 41 5 . C73 . 7745 - AIIPPJDr TT NPT _ ,.. :._.., .. .,. _. _.. :. ... ;.. . . ._ . GUTTERS AT EDGE OF ROO P. - F TY F C; !`'''`�A WHITE TRIM, TYP. MATCH EXISTING SHINGLES, MATCH EXISTINGlup \ 19D 19C \03A 0313 18E 18D s' O � , NO WORK IN PHASE 2 UPPER TH 15 AREA 03c o3D, 2 I ' - 6 LEVEL . ,—�— PROJECT NUMBER 18001 ALUMINUM CLAD WINDOWS AND DOORS GREY F N SH \ \ r r \ rl r \ 04A IIA 15G 15F I Ll i i ENTRY LEVEL 12 - 2 3/8" O _ _ _ !�u AVERAGE GRADE WHITE TRIM, TYP. CRAWL SPACE VENT L MATCH EXISTING Vl WOOD DECK � O 51DUTH ELEVATION W Q 114-11 /4_" _ 1 '-0" > /O R/ 0 z O U � W z � � o � w z 9 8 7 6 . 5 5 4 32 . 5 2 I 'T -� N � I I I I I I I i I I W I I I I I I I LL- ASPHALT LASPHALT SHINGLED ROOF, I MATCH EXISTING ! I GUTTERS AT EDGE OF ROOF, TYP. WORK I N _ 1 \\i NOW E ' ...... WHITE TRIM, TYP. h I S AREA ISSUANCE MATCH EXISTING PERMIT SET I PHP,SE 2 UPPER REVISIONS — ! - - —,-- 2 I ' - 6 8° # DATE DESCRIPTION SCREEN PORCH I / I ' ! I I I , SHINGLES, MATCH r \ EXISTING 07A ! ' ® I WOOD AND CABLE RAILING SHEET NAME ENTRY LEVEL ELEVATIONS ® 1 2' - 2 3/8" — AVERAGE GRAD 9' 3" WOOD DECK Ln CRAWL SPACE j ALUMINUM CLAD 5' - 1 1 112" O WINDOWS AND DOORS, SHEET NUMBER (V GREY FINISH N W'E5T ELEVATION 02 A302 N 1/4" = 1 '-0" 0 N X-WIND5 DESIGNS,COPYRIGHT 0 2015. ALL RIGHT5 REMKMD 2 . 5'► 4 5 7 32 . 5 3 4 A330 I A330 A330 CLARK ELIZABETH CALLANDEP, 15 SCOTT 5TRf ET 5CO, CA e4123 SAN FRANCIF T 415 . 673 . 7745 DAT _T If CALLANDEF,@ T.Nt J/J BATH 20 METAL DRIP EDGE BEDROOM PROTECTOR PHASE 2 UPPER PHASE 2 UPPER Ll LEVEL LEVEL El 2 P - G 3/8 2 11 - G 3/811 Roof (TYP) ASPHALT 5MINGLE5 OV/ PROJECT NUMBER Roof UNDERLAYMENT OV/ 18001 BEDROOM BEDROOM MASTER BATH FASCIA BOARD - ICE AND WATER SHEILD OV/ - FLY WD SHEATHING (55D) OV/ MA&ER CL05ET 5T I P, 2X 10 RAFTERS (55D) W1 MIN. 7 7E5 R-49 CLOSED CELL SPRAY FOAM 00 INSULATION OV/ (09A Cs 112" GYP BID (FINISH VARIES) ...................... ENTRY LEVEL 5� Ll Ll ENTRY LEVEL 121 - 23/811 121 - 23/811 AVERAGE GRADE AVERAGE GRADE 01 - 311 311 CRAWL 5 CRAWL SPACE PACE 1 8' - 1 1 112" I I 1 8' - 1 1 112" EXTERIOR WALL (TYP) I ( - WOOD SHINGLE SIDING OV/ - DRAINAGE MAT OV/ - VAPOR BARRIOR OV/ Q 0 - FLY WD SHEATHING (55D) OV/ < - GX STUD WALL (55D) W1 MIN. > 0 V SEC;TION R—I� SECTION Q-Q R-2 I CLOSED CELL SPRAY FOAM R/ INSULATION OV/ 114 11 1 1-011 2 1/411 1 1-011 - PLY WD SHEATHING, 0 VARIES (55D) OV/ 0 112 GYP BD (FINISH VARIES) >_ > UJ � � z K m 0 P Q R S T Z U-J FLOOR(Tyr) 21 112" ENGINEERED WOOD A330 f LOOKING OR 112 THIN SET TILE (VARIES) OV/ 0 PLY WD SHEATHING (55D) OV/ 2X 10 WD JOISTS (55D) OV/ HYDRONIC FLOOR HEATING OV/ MIN. R-25 CLOSED CELL SPRAY CLI FOAM INSULATION ENTRY LEVEL 121 - 2 3/811 FLASHING 0 I I 1 i BEDROOM U- 13E ROOM CRAWL 5PACE/FLOOD VENT, SEE FOUNDATION PLAN FOR SEALANT LOCATIONS CRAWL SPACE FLOOR(TYP) \ Ii I I ° CONCRETE SLAB, MIN 4", SEE _j STRUCTURAL DRAWINGS v U WATERPROOFING E RP RO 0 f I N G 20 MIL VAPOR 13ARRIER(JOINT5 .......................... ... ......... SHALL OVERLAP BY MIN. G" AND MIRADRAIN, EXTENDS MIN. G" ABOVE GRADE EDGES EXTEND G" UP STEM 4--T'4' WALLS) OV/ AVERAGE GRADE 0 PHASE 2 UPPER Min 4" GRAVEL, SEE GROUND 51-OFF5 AWAY GK STRUCTURAL DRAWINGS 9' - 3 AT MIN. 59/6 L 2 11 - G 3/811 FROM WALL .......... —_-------- ISSUANCE CRAWL SPACE ............. CONCRETE BLOCK PERMIT SET FOUNDATION WALL, SEE E < STRUCTURAL DETAILS 4e fc)YER LA 11"DF Y P, BEDROOM BATH REV1510N5 2 # DATE DESCRIPTION "e 11100 0 -----------------rr- ............ -------------- 4) ............. S�7 ............... .............. I i .................. 0 I. CRAWL SPACE DRAIN, 0 0 TO CONNECT TO SUMP PUMP ENTRY LEVEL .... ................... ................ AND BE EJECTED TO DAYLIGHT 12 23/8 ;,� ------- AVERAGE GP E ADE d .......... 91 - 3 11 -------- _T_ C��L _9 P�A I _j ................... .......... C� CONCRETE SECTIONS .. ................. ............... .................. ... 8� 1 1 1 12 1 ------ ..... .................. FOOTING, SEE STRUCTURAL LOWER LEVEL 1170 DETAILS ........... ......... . ........ FOR CONCRETE .............. 5' - 1 1 1/2 -=PElNfOPCING DETAILS, SEE STRUCTURAL 0 DRAWINGS L6 0 SHEET NUMBER c� O SECTION 4-4 TYP. WALL SECTION C7 r4 1/411 3 1-011 4 11 1-011 A330 N 1 X-WINDS DENGN5,COPYRIGHT 0 2018, ALL RIGHTS RE5ERVED GENERAL STRUCTURAL NOTES BUILDING DESIGN LOADS CLARK * ELIZABETH LIVE LOADS CALLANDER RESIDENTIAL DWELLING HABITABLE AREAS 1---^�--- FLOOR LIVE LOAD: 40 PSF HABITABLE SLEEPING AREAS: 30 PSF ~�`'-----_ 28 15 SCOTT STREET �"`� 1`"•-----_._. SAN FRANCISCO, CA 94123 ATTIC FLOOR: WOOD T 415 . 673 . 7745 UNINHABITABLE SPACE �-°--W.. ter;,. E_CALLANDER@ATT.NET WITH STORAGE: 20 PSF 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT SNOW LOADS STRESSES: f - GROUND SNOW LOAD, Pg=20 PSF ROOF SNOW LOAD Pf/PS=20 PSF BENDING, REPETITIVE USE Fb 1, 035 psi FLAT/SLOPED _ 1 BENDING, SINGLE USE Fb - 900 1 / Ov .� TENSION PARALLEL TO GRAIN Ft = 575 WIND LOADS 1 _ { RISK CATEGORY II COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1,350 SHEAR PARALLEL TO GRAIN Fv 180 WIND EXPOSURE CATEGORY: D COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 -�= �� Consulting Engineers, P.C. �--;. . BASIC WIND SPEED= 120 MPH (3 SEC.GUST) MODULUS OF ELASTICITY E= 1,600,000 ��"-I- 135f3 BOSTON POST ROAD F i l POST OFFICE BOX 802 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE I 1 j /� OLD SAYBROOK FLOOD HAZARD PER MANUFACTURER'S RECOMMENDATIONS. I I �� CONNECTICUT 0647 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE PHONE: 860 388 1224 AT EDGES,4"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN _ _ 1 GNCBENGINEERS.COM 1. FEMA AE FLOOD ZONE EL.9.0 BASE FLOOD ELEVATION,NAVD 1988 DATUM, OTHERWISE. _ PILUS 2 FT FREEBOARD. THEREFORE, DESIGN FLOOD ELEVATION IS EL 11.0. 1_1E 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR MULTIPLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. 1 ALL HORIZONTAL STRUCTURE AT THE UNDERSIDE OF THE LOWEST DECK 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES � PROJECT NUMBER SMALL BE AT, OR ABOVE EL. 11.0. UNLESS OTHERWISE NOTED: - ..• ® 10160 2. ALL FRAMING BELOW EL. 11.0 SHALL BE CONSTRUCTED OF PRESSURE TREATED LAMINATED VENEER LUMBER(LVL) ~^ OR OTHERWISE FLOOD DAMAGE RESISTANT MATERIAL PER FEMA TECHNICAL MODULUS OF ELASTICITY,MIN. E = 2,000,000 psi BULLETINS. _ BENDING, SINGLE USE Fb - 2,600 COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 GENERAL__ HORIZONTAL SHEAR Fv = 285 COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL PARALLEL TO GLUE LINE TENSION STRESS Ft= 1,555 RESIDENTIAL CODE PORTION OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE AND 3D VIEW IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. SEE TYPICAL DETAILS. 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS. 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS 8. ALL EXPOSED PORCH&DECK FRAMING TO BE PRESSURE TREATED WOOD. NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING OR OTHER FINISH APPROVED BY ENGINEER. AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO 11. ANY WOOD I-JOIST SERIES TO BE TRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYERHAEUSER.. METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. 12. REFER TO SHEAR WALL NOTES AND INFORMATION. 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, REFERENCE IS MADE WIND AND OTHER LATERAL FORCES. TO DRAWINGS UPON WHICH GNCB CONSULTING ENGINEERS, P.C. FOUNDATIONS WORK IS BASED: 0 NAILING SCHEDULE ARCHITECTURAL DRAWINGS ( l 1. THE WOOD FRAME BUILDING IS TO BE SUPPORTED ON A CONCRETE v MASONRY UNIT(CMU)FOUNDATION WALL BEARING ON A CONTINUOUS CONNECTION NAILING PREPARED FOR: CAST IN PLACE CONCRETE FOOTING. JOIST TO SILL OR GIRDER,TOE NAIL 3-8d 2. ALL EXTERIOR AND INTERIOR FOOTINGS SHALL BEAR ON NATURAL #3 BARS IN SLAB AT CONTROL CLARK&ELIZABETH CALLENDAR UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC BRIDGING TO JOIST,TOE NAIL EACH END 2-8d RE-ENTRANT CORNERS -JOINT CHOCOMOUNT COVE MATERIALS, OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc 4 FT. LONG I FISHERS ISLAND, NY z ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. TOP PLATE TO STUD, END NAIL 2-16d s° 3. I40TIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL z DATED: AUGUST 11, 2019 CONDITIONS AT FOOTING LOCATIONS. STUD TO SOLE PLATE,TOE NAIL 4-8d z F 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-0"BELOW DOUBLED STUDS, FACE NAIL 16d AT 24"oc ------- 0 77 z EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc O°- U- CONT (:CONDITIONS ENCOUNTERED. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d OINTROL 1 _ ' ' ° Q w X w z Q 5. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc I ° " z J v g J 6. FOR SLAB ON GRADE AREAS WITHIN THE BUILDING PERIMETER, REMOVE ALONG EACH EDGE I D Q z ALL SURFACE TOPSOIL DEBRIS AND ANY OTHER UNSUITABLE MATERIALS. o 3 O w EXISTING GRANULAR MATERIAL MAY BE LEFT IN PLACE PROVIDED IT IS CEILING JOISTS TO PLATE,TOE NAIL 3-8d U a. IRECOMPACTED WITH A MINIMUM OF 6 PASSES OF A HEAVY VIBRATORY CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d ROLLER. ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF SLAB CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d SHALL BE COMPACTED GRAVEL FILL, MIN 9-IN REQUIRED. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d �"j, LL RAFTER TO PLATE,TOE NAIL 3-8d Lu REINFORCED CONCRETE BUILT-UP CORNER STUDS 16d AT 24"oc x 1. ,ALL CAST IN PLACE CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP 2OM AND STAGGERED v J INSTITUTES SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. AND BOTTOM AT ENDS AND AT 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE U.. (NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH EACH SPLICE AS FOLLOWS: PLYWOOD: FOOTINGS/FOUNDATION WALLS 3,000 PSI FOUNDATION WALL RE-ENTRANT CORNER PLAN INTERIOR SLAB ON GRADE 3,500 PSI APA-RATED PLYWOOD EXTERIOR SLAB ON GRADE 4,500 PSI FLOOR SHEATHING r 1 3. ,ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 3W'TONGUE AND GROOVE 8d `vJ GRADE 60. ROOF SHEATHING 5/8" 8d 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. WALL SHEATHING-PER SHEARWALL NOTES 5. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR NOTES: 1/2"DIA.ANCHOR SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN SCHEDULE BASED UPON COMMON WIRE NAILS. BOLT WITH POSITIONS INDICATED. 3"x3N.229" 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. PLATE WASHERS i INDICATED SHALL BE: SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. U.N.O. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED i CONCRETE POURED AGAINST EARTH 3" FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. A CONCRETE POURED IN FORMS, BUT G EXPOSED TO EARTH OR WEATHER: COMMON WIRE NAIL DIAMETERS a. BARS#5 AND SMALLER 1-1/2" 6d 0.113" �\ 5 b. BARS LARGER THAN#5 2" 8d 0.131" WELDED WIRE SAW CUT \ / 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. 10d 0.148" FABRIC CONTROL JOINT AS �� ISSUANCE 12d 0.148" REINFORCEMENT SOON AS r-o„ �p�' PERMIT SET 16d 0.162" 1 1/2"CLEAR ON CONCRETE WILL M, 20d 0.192" BRICK OR BLOCK NOT RAVEL(24 HRS SUPPORTS MAX) REVISIONS MASONRY # DATE DESCRIPTION 1. ,ALL MASONRY WORK SHALL CONFORM TO THE BUILDING CODE .. a 1 10/22/19 PERMIT SET (REQUIREMENTS FOR MASONRY STRUCTURES ACI 530/ASCE5/TMS402. p = °- ;X- -X� 4"x_ � 2 01/17/20 Revlslon 2. CONCRETE MASONRY UNITS, HOLLOW CORE, CONFORM TO ASTM C90 WITH SPECIFIED COMPRESSIVE STRENGTH OF 1,500 PSI. 3. ,ALL MORTAR SHALL BE TYPE S. 4. (FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT. x S. 9"GRAVEL VAPOR RETARDER TYPICAL ANCHOR BOLT DETAIL 5. ,ALL REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60. 6. ,ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE PER ARCHITECT NOTES: JA Pd 2 9 2,020 'USING LOW LIFT GROUTING TECHNIQUES. CLEAN-OUTS SHALL BE (- ,PROVIDED AT THE BOTTOM OF ALL VERTICAL CELLS CONTAINING SLAB ON GRADE BEARING SURFACE: �I -I I _ ( 111. PROVIDE MINIMUM 7"EMBEDMENT. REINFORCING. WITHIN THE BUILDING AREA _ _ 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 9/16". 7. 'VERTICAL REINFORCING BARS SHALL BE PLACED USING GALVANIZED REMOVE ALL TOPSOIL MAN-PLACED FILL, II I ) (-IIII -III- I I I I- 3. MIN.2 BOLTS PER PLATE. OR PLASTIC BAR POSITIONERS. 4. ANCHOR BOLT TO BE INSTALLED WITHIN MIDDLE THIRD OF SILL PLATE. SHEET NAME 8. 'VERTICAL BAR#4 AROUND WALL OPENINGS. SUBSOIL AND ANY OTHER UNSUITABLE -III-III-I I I ( I ( I II I ( I I 9. ALL MASONRY WORK SHALL BE PLACED IN RUNNING BOND. MATERIAL TO EXPOSE NATURALLY DEPOSITED GENERAL NOTES 10. GROUT PER ASTM C476. INORGANIC SAND/GRAVEL, OR REPLACE - - -� � � -� �- UNSUITABLE MATERIAL WITH COMPACTED TYPICAL DETAILS STRUCTURAL FILL �F NElgr SEE ARCHITECTURAL DRAWINGS u rr 0 FOR ANY INSULATION REQUIREMENTS 3685 OFESS�� 5HEET NUMBER TYPICAL SLAB ON GRADE DETAIL FOUNDATION -ANCHOR BOLTS 0 N O 51oO PHASE II ADDITION \ X-WINDS DESIGNS,COPYRIGHT®2018, ALLRIGHT5 RESERVED C:\L',,r,\GNCB049\I�xal R,,it\19100 151x„'0'_0 S19 C6�+c.... auw G,�v llo-,FI Lxal rt CLARK * ELIZABETH CALLANDER 2,515 SCOTT STREET SAN FRANCISCO, CA 94123 T 415 . 673 . 7745 VERIFY IN FIELD E CALLANDER@ATT.NET NUMBER OF TREADS &RISERS REQUIRED TO STEP DOWN 10'-9 7/8" 10'-9 7/8" TO GRADE LOCATE PIER ON FOOTING / OUTLINE OF DECK ACCORDINGLY ABOVE 5T-10 3/4" Consulting Engineers, P.C. i 1358 BOSTON POST ROAD - 1 2 ❑ POST OFFICE BOX 802 S2.1 S2.1 OLD SAYBROOK 3rr 12'-15/8" 5'-117/8" 8'-91/4" 8'-91/4" 23/4" CONNECTICUT 06475 I PHONE: 860 388 1224 REFER TO TYPICAL DETAILS I BOTTOM OF FTG FOR DECK/STAIR FRAMING [5'-6"] M I 2'-0"x2'-0" 2'-0"x2'-0" 2'-0"x2'-0" GNCBENGINEERS.COM 12"DIA. 12"DIA. 12"DIA. 2'-0"x2'-0" 12"DIA SONOTUBE FORMED I CONCRETE I - - - - - - — - — - CONC PIER ON 2 FT SQ CONC FTG SONOTUBE 5'-6"j [5'-6"] [5'-6"] SEE TYP DETAILS PROJECT NUMBER O FORMED PIER - r ON CONC FTG I I I 16 Or 9 -r rr _ 11-10 3/4rL 6r-U' 8'-0" VERIFY IN FIELD I i — NUMBER OF TREADS [5'-6"] &RISERS REQUIRED 2'-0"x2'-0" 2'-0"x2'-0" TO STEP DOWN - - - - — - - - - - - - - - 12"DIA. TO GRADE 2"-6" 5-6 LOCATE PIER ON [5�„j [ „j FJI ])�V - - - - - - - - "F� -. FOOTING O iv 8"CMU PIER REFER TO ARCHITECTURALI ACCORDINGLY ON TOP OF FTG DEMO PLAN FOR EXTENT OF - 1 LO BELOW BEAM DEMOLITION OF EXISTING IED S31 BUILDING I 4'-2 3/4" 2'-6"x2'-6" [Sr_6"[5'-6" 114x14Ur D N r — —n r r r "L — — — — — — :T- V' Z 2 J m 6 1/4" T-1 1/2 10'-8" 3—2 6 1/4' r> w W =L 3'-9 1/4" 1 c� cv I 1 0- - —I I- - _I 2'-6"x2'-6"[- - -� I- - -]2'-6"x2'-6" 7-6NZ-6'. F-0 _ -I"t V-2 FLOOD VENT INFORMATION: - [ 14 ] (5'-6"] 14 x 1 I -I I 14x14 I _ I 14x14 14x14 I '}� N 1. FLOOD VENTS MANUFACTURED BY U Z L - _J L - J L - J L - - I SMART VENT". O 1 I �-- EXG FIREPLACE Q_ - F V Sr-6rr 2'-6"x2'-6" -618"SQ CRAWL SPACE � ( ] I [5-6 ] [5-6"] SEE SLAB ON GRADE, TOP VAPOR RETARDER 2. ENCLOSED NET AREA BELOW FOUNDATION 0 14 x 14 14 x 14 SUMP PUMP PIT CONTROL JOINT& EL. &AND INSULATION ' ACCESS I Z HOUSE: TO REMAIN LL Z - _ I 12-18"DEEP+/- � " OPENING � RE-ENTRANT CORNER PER ARCHITECT 1 2-0' 2-0 = Q AREA A: 198 S.F. 0 O SLOPE SLAB REINF TYP DETAILS 16"x24" AREA B: 1,136 S.F. w w - - - - - - -iw- 1 - -j2'-6"x2'-6" TO PIT L - _j2r crx2'4' f- - --I2r-6")Q'-6r I - N I CD CONC PIER [5'-6"j [KJ5'-6rr] (5'-6" 3. MINIMUM OF 2 OPENINGS ON o FORMED BY 1 �- 1 - - DIFFERENT SIDES OF ENCLOSED w¢ N I 16"SQ CMU 14 x 14 14 x 14 14 x 14 L AREAS. z w Q m 00 8'-grrl 1 BLOCK, TYP. L _ -1 L a -1 L 4. A 16"WIDE BY 8"HIGH SMART VENT Z a Ix w `� 1 1 10'-1 5/8" 8'-8 3/4" 8'-9 3/8" 1 V J co UNIT PROVIDES 200 SQ. FT OF FLOOD a O< < " I _ PROTECTION. THEREFORE, FOR EACH AREA, O = I I rn NUMBER OF UNITS PROVIDED ARE: X U w AREA A I 1 14"x14" "' I `D w _ r r rr CONC PIER ON AREA A: 2 UNITS MIN. J REFER TO �LOOD VENT 1 1 �2 [SXg"] 72'-6"x2'-6"5 6' _ AREA B: 6 UNITS MIN. K_� - AREA B CONC FTG-O- 1 N z I NOTES 1 1 ( + 114 x 14 REFER TO FLOOD VENT- SEE SECTION I 114 x 14 1 1 ( L J NOTES FOR REINF L - L 5. CONFIRM ROUGH OPENING DIMENSIONS ; � WITH MANUFACTURER. 11'-10 3/4" I 12'-9 3/4" 20'-11 1/2" 4'-2 3/4" I 1 6. BOTTOM OF FLOOD VENT 1 FT. MAX. 8"CMU PIER 1 1 FTG 71/4" 71/4" FTG L'- ABOVE ADJACENT GRADE. SEE FOUNDATION PLAN ON TOP OF FTG PROD 9 5/8 FTG FOR FLOOD VENT LOCATIONS. PROJ BELOW POST 1 1 CMU 1 FOUNDATION 1 r WALL- - - - - - - - - J U I � I NO WORK IN THIS AREA (6-6"] TOP OF WALL PROJECT F.V. F V BOTTOM OF FTG F.V. ELEV 11'-13/8" F.V. NORTH rr r ELEVATION - 2- x2-0 I I I I I � [6-6'j 12"DIA. 1 1/4"V.I.F. 11'-8" PHASE I 5T-10 3/4" EXISTING 1 TO REMAIN PHASE II ADDITION CRAWL SPACE F.V. INDICATES FLOOD VENT REFER TO FLOOD VENT NOTES CENTER F.V. UNDER WINDOWS ABOVE ISSUANCE BOTTOM OF FLOOD VENT SET AT T-0"MAX ABOVE ADJACENT GRADE PERMIT 5ET GRADE VARIES REVISIONS # DATE DESCRIPTION 1 10/22/19 PERMITSET 2 01/17/20 RC051on OF N P� ,S R �/0 SHEET NAME FOUNDATION PLAN { 4 Z 83685 � ssl0 a- 01 FOUNDATION PLAN 1 1/4" = 1'-0„ SHEET NUMBER O Ln O O 51 s I PHASE II ADDITION X-WIND5 DMGN5,C0M1GHT®2018, ALLRIGHT5 RE5ERVED c,m um Give Hutu FI Iuad n-t CLARK * ELIZABETH CALLAN DER 2815 SCOTT STREET SAN FRANCISCO, CA 94123 T 415 . 673 . 7745 E_CALLAN DER@ ATT.N ET REFER TO TYPICAL DETAILS FOR DECK/STAIR FRAMING 1 11 1 t1 10-9 7/8 10-9 7/8 SEE ARCHT DWGS FOR EXTENT OF DEMOLITION Consulting Engineers, P.C. PT(3)2x10 1358 BOSTON POST ROAD 1 2 POST OFFICE BOX 802 EDGE OF I —H Ic—oNT 7 T -1 F T H F 7 S2.1 IIII IIII IIII IIII IIII IIII IiIt n II II 1 11 II II II 11 IZ--IlIi II S21 - - FORMED PIER OLD SAYB ROO K IPE DECKING CONNECTICUT 06475 C) VERIFY IN FIELD PHONE: 860 388 1224 NUMBER OF TREADS GNCBENGINEERS.COM &RISERS REQUIRED PT 3)2x10 12"DIA SONOTUBE il 11 11 11 11 1 I - IF -v 11 11 11 ° - BELOW�VERIFY IN FIELD I � II II II II II II @ II II II II II II it 11 TO NUMBER OF TREADS c11 PROJECT NUMBER 00 x6 II II II II II II II i�& RISERS REQUIRED o x II x6 1 I " 19 160 TO STEP DOWN U in DTTZ DECK TIES PER 10- 11 II 11 11 11 11 11 a 11 11 11 11 11 11 11 11 I I cb 11 11 11 111 11 11 11 11 11 11 11 11 11 11 1 oTYPICAL DETAILTO GRADENX II II II II it II II II II II II II II II II III I^II II II II I II II -011 11 11 11 II II 11 11 11 11 1111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I L I I I I 11 11 1 Nil 11 all 11 11 I I I I I I'I I I I I 112'-0 3/4"I - L J —U— �L P1(3)410 d- �L A _H_ L _._ll _H_ PT(3)2x10 — — — A — L IL6x6 0L L _�� III �l =H_ Tom,- I I I - L R o MAX T-11 1/2" (� CONT fl (1- -IT (> (i- Tf fl 7 II_ 1T DN (l T -Il fl- � � P 1T -il — — � �� � —II —� - - I II II I! 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RIDGE STRAP PER PLAN RAFTER TO WALL CONNECTION 1358 BOSTON POST ROAD MULTI MEMBER LVL CONNECTION EACH SIDE POST AND POST OFFICE BOX 802 RIDGE BEAM OLD SAY13ROOK 10d NAILS z CONNECTICUT 06475 a PHONE: 860 388 1224 INSTALL PER N POST GNCBENGINEERS.COM MANUFACTURER'S RECOMMENDATIONS PROJECT NUMBER 19160 STRUCTURAL RIDGE BEAM AT POST i SIMPSON LFTA - FLOOR TO FLOOR TIE ANCHOR OR COIL STRAP APPLY AT ALL TYPICAL AND SIMILAR CONDITIONS AT CORNERS AND ANCHOR POST TO BEAM EVERY OTHER WITH SIMPSON POST AT FLOOR FRAMING FRAMING CONDITION CONNECTOR COMMENTS GRAPHIC - - - - - -- - - LTS12 STRAP STUD EACH SIDE JOISTS FRAMING TO LEDGERLOKS AT CONT PT -IT FLOOR FRAMING LEDGER ON FLOOR STAGGERED TOP AND LEDGER Lu RIM BOTTOM 8"oc JOIST < CONT RIM of PER PLAN HANGER BOARD OR i H WALL STUDS RIM BOARD i POST ON SUPPORT 0 LEDGERLf f SCREWS OK 1/2"PLYWOOD - E ROOF RIDGE BEAM DETAILS STAGGERED WALL SHEATHING PER SHEAR WALL BEAM AT TOP 2-5/8"GALV PLAN &NOTES OF POST BOLTS DECK >._ JOIST Z r 6x6 PT q. . " WOOD HANGERS FLOOR TO FLOOR TIE POST AT BEAM TYP0 z Q STAIR LANDING/ J STAIR CB66 ,^ POST BASE POST �J BASE m ��- 12"DIA ----------------------------------- CONT 2x12 PT LEDGER+ EXTEND PLYWOOD CONC PIER Lu FLOOR JOIST FLOOR JOIST 1/2"DIA SS BOLTS/ANCHORS AT SHEATHING z WITH 145 VERT+ 24"oc STAGGERED TOP&BOTTOM BEHIND 2x LEDGER g HOOK ( l PER PLAN PER PLAN 2 ROWS-V.I.F.ANCHORAGE TO 0 O AT CENTERLINE v WOOD AND/OR CMU �- FLUSH FRAME ENTRY LEVEL O w 345 BARS U--� SIMPSON JOIST HANGER _ — _ — DECK JOIST WITH _ — - _ _ — _ FIN FIRST FLOOR m BOTTOM AT EACH JOIST LEDGER+JOIST 12'_2 3JH" 0 o EA.WAY T EACH SIDE OF BEAM .J.� X HANGER � EXG FLOOR FRAMING m M � CONCRETE SUPPORTING IPE DECKING V.I.F. FOOTING BEAM PER PLAN DESIGN FLOOD - ELEVATION - - - - - - - - - - - - - - - - - - - - - �" 2'-0" 3"CLEAR COVER FLUSH FRAME BEAMJJOIST SIMPSON DECK TIE MODEL DTT1Z TYPICAL EXTERIOR WHERE UPPER LANDING SUPPORTING 4 MIN. REQUIRED PER DECK STAIR FRAMING TO GRADE ELEVATION IS 12 FEET HOUSE FRAME EVENLY DISTRIBUTED ALONG FEMA BASE HEIGHT OR MORE,AN INTERMEDIATE L12-2x LANDIN LANDING IS REQUIRED FRAMING THE LENGTH OF DECK FLOOD 1 TIE WITHIN 2 FEET OF EACH 11 LSC ADJUSTABLE _END OF DECK-_SEE PLAN_ _ _ _ _ _ _ _ ELEVATION STRINGER HANGER CONT PT 9-0 UPPER LANDING HOUATTR EHFRAME:MENT O LEDGER ANCHOR DTT1Z TO WALL INSTALL PER MANUFACTURER'S OPEN JOIST HANGERS JOIST REQUIREMENTS RISERS 2x CUT FOR STEPS ISSUANCE HANGER ® PLUS 2x6 SLOPED LEDGERLOK w ® DECKING PERMIT SET SCREWS <STAGGVS EREDT"T � 2-2x6 WITH POST BASE REVISIONS APPROXIMATE - - - NEW CMU INFILL TO PIER TYP # DATE DESCRIPTION DECK EXISTING CMU WALL BEYOND JOIST FOUNDATION x 1 10122119 PERMIT SET SOLID BLOCK BETWEEN V.I.F. LS50 JOISTS AT DECK TIE CLIP SUPPORT o 2x6 EA SIDE o LOCATION 2-5/8"x4" SIMPSON DTT1Z MODEL CONT RIM BOARD 4 MIN. REQUIRED PER 2x4 0 0 DECK/PORCH EVENLY 3"MIN. OR WALL STUDS DISTRIBUTED ALONG THE THREAD STABILITY LENGTH OF DECK/PORCH. PENETRATION 6„ 6' 12"DING c A 1 TIE WITHIN 2 FEET OF EACH CONC END OF DECK/PORCH. PIER W/1-#5 0 +HOOK CENTER 5/8"THRU SHEET NAME INSTALL PER MANUFACTURER'S BOLT.TYP TYPICAL DETAILS REQUIREMENTS I/ TYP SECTION 2 FT.SQ. FTG. SEE REINF.ABOVE YO DECK TIE DTT1Z WOOD ATTACHMENT 1 SECTION AT DECK TO EXISTING HOUSE TYPICAL FRAMING DETAILS SB p d 5HEET NUMBER 0 X36 �Q Ln Ic�SED PRO�S�\O 0 o 53ol PHASE II ADDITION X-MND5 DESIGNS,COPYRIGHT 0 2018, ALL RIGHTS RE5ERVED C.\I I...AGN('S03Q\Local R-it\191 o0 156an2020 519 Cl co,n mm Cove I Lm,,FI Local,,t