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Home My WebLink About41898-Z o� �o Town of Southold 10/2/2019 y� P.O.Box 1179 H 53095 Main Rd op� 4�' Southold,New Fork 11971 `7`t.'z7ytrxJ CERTIFICATE OF OCCUPANCY No: 40722 Date: 9/25/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Ocean View Ave.,Fishers Island SCTM#: 473889 See/Block/Lot: 9.41-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/8/2017 pursuant to which Building Permit No. 41898 dated 8/22/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including covered porches and outdoor shower, to an existing one family dwelling as applied for. The certificate is issued to Hanau III,Kenneth&Ranson of the aforesaid building. SUFFOLK COUNT'DEPARTMENT OF HEALTH APPROVAL R10-17-0045 4/8/2019 ELECTRICAL CERTIFICATE NO. 41898 7/12/2019 PLUMBERS CERTIFICATION DATED 12/7/2018 Matthew Kolo 'cki Aut razed Signa ure TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Vi �, o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41898 Date: 8/22/2017 Permission is hereby granted to: Hanau III, Kenneth 12 Ridge Rd Bronxville, NY 10708 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: Ocean View Ave., Fishers Island SCTM #473889 Sec/Block/Lot# 9.-11-3.1 Pursuant to application dated 8/8/2017 and approved by the Building Inspector. To expire on 2/21/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,545.60 CO -ADDITION TO DWELLING $50.00 Total: $1,595.60 Bu nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building $50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. August 4, 2017 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 505 Ocean Avenue, Fishers Island, New York House No. Street Hamlet Owner or Owners of Property: Ranny and Ken Hanau Suffolk County Tax Map No 1000, Section 009 Block 11 Lot 3.1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 50 Applicant Si ®��pF SO!/T�®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q roper.riche rt(a)-town.Southold.ny.us Southold,NY 11971-0959 ®lyC®UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To* Hanau Address: 505 Ocean View Ave City: Fishers Island St: New York Zip: 6390 Building Permit# 41898 Section: 9 Block. 11 Lot: 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BD Electric License No- 35821-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 27 Ceding Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors 5 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 42 CO Detectors 3 Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt1 Emergency Fixtures Time Clocks Disconnect Switches R52 Twist Lock FExit Fixtures TVSS Other Equipment, Garage area renovation. Notes. 2-bath fans,8-FT track lighting with 2 heads,4-electric skylights,3-flag pole lights, 12-deck lights, 11-land scape lights Inspector Signature: "-Z7WDate: July 12 2019 81-Cert Electrical Compliance Form As Town Holl,53005 Main Road � pax(631)765.1523 P.O.sox 1179 � ®� TolMhorto(01)765-1602 Southold,New York 11971.0959 BUIL DWO IDl'PARTdKENr TOWN OF SOUTHO2 D CERTIFICATION Date: I Zl712o L,2 Building Permit No. Owner: I an (please print) Plumber: AAIL ', ,`,/" (please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of 20 eL 1� � DEC 1 9 2018 Com/ s� "��`� ie '[1.RN Notary Public, Sof Alk County' J,S0jN'i! DRENAkP Notai f sti to&,t,i York '✓� Cid• 7.:, y. ^y� r l % !'!o D=�c!'-,0454 '✓gee C�f(,t ��'0" iF!;'IPCi IC:~vjici't C'o, l•e+� �%t% %My 1101}111,.. Iq �pF SOUT N O coutm 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [�F UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [dF. A IN / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t t ✓ rIn�414,wafoekl�-, 'Atvyw 'r I vs� DATE INSPECTOR SOUI,yo� G • O cOUM`l,a � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [Vr*RS GH PLRG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [' ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - REMARKS: DATE INSPECTOR �"�� OF SO(/Ty�� 1 � # TOWN OF SOUTHOLD BUILDING DEPT. utm, 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [VIlINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ` � o�aOF SOUIyo eb h 'o TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY,INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ®� e�© DATE ®7 /y INSPECTOR CT Lic.#U-121869 ma, NY Lic #35821-ME ELECTRIC NY LLC D� chflsAbdrrusa com January 7,2019 www.bdrrusa.com i Hanau Residence Addition/gara2e area renovation C Electrical counts for Final CO inspection 1 -Air Handler 1 -AC Condenser 3 -In ground flag-pole fixtures 27 -Duplex receptacles 35 - Switches 17-Dimmers 3 -Indoor GFCI Receptacles 2—Exterior GFCI Receptacles 34-Recessed Fixtures 9-Indoor Hanging Fixtures 5—Indoor Vanity wall mount Fixtures 6—Mini LED Recessed Vanity Fixtures 2—Bath Exhaust Fans In-line 6 Exterior Recessed Fixtures 12—Exterior In-Deck Up Fixtures 11 Exterior Landscape Fixtures 7 Interior Path Fixtures 5—Smoke Detectors(Monitored Alarm System) 3—CO Detectors (Monitored Alarm System) 1 —Washer Receptacle 1 —Dryer Receptacle 1 -8' Track Light w/2 heads 4—Electric Skylights(2 wall controls) THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 TEL(631)-788-7919 FAX (631)788-7192 f 69 (i�) SAM Fr ZGERALD ARCHITECT fI 15 E.PUn MAVENUE,#234,GREENWICH,CT 06830 P:860.287.3808 I F:631.768.71921 mmWapc.net Q D 25 March 2019 APR 1 8 2019 Michael J. Verity TOWN OF SOUTRUL Chief Building Inspector Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Hanau Residence 505 Ocean View Avenue Fishers Island, NY J�'r• Dear Mr. Verity, I have observed the construction at the above referenced property, and I am very familiar with the project. I certify the following: As installed, the strapping, structural screws and hold-downs conform to all applicable building codes. As installed, the insulation complies with all applicable building codes and best practices, including meeting or exceeding R-values for floor, walls and roof. In addition, I certify that there was a carbon monoxide detector installed on the first floor, in the new addition, opposite the door to the existing garage. It is operational and conforms to the building code. Please feel free to contact me if you have any questions. Sincerely, SAM FITZGERALD ARCHITECT, PC Ali ,��FO� ::`t'6 • RJ v two� 0,02 OF VA Samuel W. Fitzgerald, AIA NY License No. 029399 SAilill FnZGERALD Arvairg'ECF PC 15 E.PU7NAMAVENUE,XII,GREENWICH,Cr06830 P:860.287.3808 F:631.788.7192 sam@sfapc.net JUL ® 8 2019 26 June 2019 Dt�,�m�,•Dr,p , Michael J. Verity Chief Building Inspector Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Hanau Residence 505 Ocean View Avenue Fishers Island, NY Dear Mr. Verity, I have observed the construction at the above referenced property, and I am very familiar with the project. I certify the following: As installed, the drywells and all related construction conform to the storm water management requirements of Chapter 236 of the Town Code. Please feel free to contact me if you have any questions. Sincerely, SAM FITZGERAL CHITECT, PC ,U ARC'l y, tp 0. 02gyp OF N Samuel W. Fit NY License No. 029399 F L/ I 77 1 t FEB = 7 2018 i elation Cert I tate TOWN OF SOUI OLD ®O NOT REMOVE. PLEASE POST NEAR ELECTRICAL PANEL. r This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 IRC-N1101.2, N1101.4, N1 1101.8 2009 IRC-N1101,2, N1101.4, N1101.8 2012 IRC-N1101.3, N1101.7, N1101.12 1-he following spray polyurr;thane foam product(s) has/havo been installed, L-1 Classic 0 Classic Plus sw"Proseal ❑ ProSeal Eco [ I MD-C-20O �_I Ullurr Please consult International Building Code(IBC), Chapter 26- Plastic and International Residential Code (IRC)2006,IRC R314, 20091RC R316, 2012 IRC R316- Foam Plastic's for spF,cific requIromen(s,Tho aforementioned Icynene spray polyurethane foam insulation system(s) has/havo been installed in accor(Iancn with manufacturer's processing guidelines to provide a thermal resistance of: z. Area Insulated Aged R-Value Thickness' ' Attic Area R- al [ inchos Slnpod Ceilings R ' - ._._�,____--_.__-------- •-- �, at a� uu:hc>s Walls(loration): at f _ urchoc, Walls(location): �(' �' C � �I R rr,chot. I=loor:,(over an unheated crawl space) ir7c;hc Crawl Space Perimeter at C —— ) incht": Gasnmcmt Walls at Inc:ho's Other (location): C_ �t�Y r �- J R- E • -) 'ii -�- - jinrhou 'Nominal thicknesses are representative of field,spray-applied town material. Jobsite Address act O S Qc oil. �/: .a 3�Y Date of Insulation Installation Gi)itding Contractor 023 iLzA1©o1 !c Y� [Sv► "SPC+ Insulation Contractor Insuhylion Contractor Phone _ ' Installed By `*•- • -I kynerie Irx 6747 Campobello Road , Mis','sofluga,Ontario L5N 2L7 Canada W' Ph' I JiM 7,10 7;125 - ICYNFNECOM (YNEK"E s,i.-sur • updatedAprl12015 i?IES Evolutton of insulation ruildin Conservatilon Technology LLC 34 Fallon Read-i Pawcatuck,CT 06379 June 27,2019 I I Re: Fishers Island Blower Door& Duct Testing To Whom It May Concern: ! On April 30`h of this year I conducted blower door and duct tests at 505 Ocean View Ave,954 Bell Hill Ave and 4997 Equestrian Ave all on Fishers Island for BD Remodeling&Restoration. Present during these tests was Shawn Pierce,a BD Remodeling&Restoration employee.Also present during the duct testing were two employees of the HVAC contractor. I am a Certified Energy Rater and have conducted approximately 1100 of these tests. Thank You, Bill O'Keefe Building Conservation Technology LLC buildingconservationtechnology.com 4017412751 DD JUL - 3 2019 Yi k)�t�e:�..iliaY r f su -n- 1 L, bulgy 34 Fallon Road Pawcatuck, CT 06379 June 27,2019 Re: Fishers Island Blower Door& Duct Testing To Whom It May Concern: On April 301h of this year I conducted blower door and duct tests at 505 Ocean View Ave,954 Bell Hill Ave and 4997 Equestrian Ave all on Fishers Island for BD Remodeling& Restoration. Present during these tests was Shawn Pierce,a BD Remodeling& Restoration employee.Also present during the duct testing were two employees of the HVAC contractor. I am a Certified Energy Rater and have conducted approximately 1100 of these tests. Thank You, Bill O'Keefe Building Conservation Technology LLC billo:eefe@sbo-lobal_net buildingconservationtechnology.com 4017412751 -A 7—�41 K 6 IR�, 4�- ,"4�4, r7!JR ir-P R, ZG pp'G EFFICIA REsouRCES Certified Home, Ener .Dater . b-, 'Bill O'Keefe 3324510 Rs -its MSNET RTIN has completed the certification requiremei set forth in the RESNET Mortgage Industry National Home Energy Rating System Standards M", zi for the certification of Home Energy Raters. R11?7 x No 1098-146, October 15, 2019 Eiirihea Speciate Certification Valid Until Aga Quality Assurance Designee HERS 1998-146 Building Efficiency Resources Provider Accreditation Number i I � Building Conservation Technology LLC Testing Sheet I Rater: &7i1 U'��e-F� RTIN: - y1Sl� Signature: 1� . C)' Date of Test: kjf3f tq Builder: Builder Contact: Shaw✓ p,-e-cw- Address of Test:J J�/ 04oAo Ilic iJ �� S)�E,y ZS j�,��rr, ILI SFBE: Total Heated Space-, 16-97 Volume, 1 % s'7 Source of Area and Volume Calculations: ,iter Bbwer Door Test Pa. I Fan } i NOTES: Dale : Outside Ring Pressure I FanF1'ow ACH50J PASS/FAIL �ve11Cl . �`� ,?1 i !✓ f Gt ' i �,e '-� / E �c5.5 DMct ¢faster Test r .• Air Handler Location: Z—' V6, :1 .S pc;c� Floor Served: IS �7 Area Served: Rough in or Post Construction: i Total or Fan Passor MOTES: Date I "�"— Ring Pressure FanRoO %Leakage Fa it /-//So f!c; ! Outside L) ,) f'�c ,0 Ya - — (4m Blaster Tent Air Handler Location: F1oorServed: AreaServed: Rough In or Post Consauction: r — -------Total or ---T- �Fan ---.. .,- - --•-Pass or NOTES: i Date Ring Pressure Fan Flow , % Leakage Fail i Outside I Building Conservation Technology LLC Te%ting Chet Rater: G Signature: lt/dk : C,)4* .0ate of Test' 1,11?6)11 q Builder- K Builder Contact- Shcj,,,,4 Address of Test-J'69 OzoAo lie-&) JivL SFBE: Total Heated Space: 1,5-k7 - Volume: Source.of Area and Volume CalculAons: Bower Door Test JUL 9 2019 Pa. I i Fan i j NOTES: Date 'Outside Ring Pressure Fan Flow ACH60 I' PAMFAIL ti, ' DF 5 Duct-BfasVer Te!!91 Air Handier Location: 6-VU,,j �f4ce, Floor Served: Area Served: Rough In or Post Construction: Total or Fan Passor NOTES: Date Ring Pressure Fan RoW %Leakage Fa it Outside /1C, Of slo� Yo (:jq�s ®ucf Baster Test Air Handier Location: FloorServed: Area Served: Rough In or Post Consrtuction: I otat or Fan T Passor NOTES: Date Ring Pressure Fan Row % Leakage Fail Outside . . ,tiVd9h ft. Load Short Form ate. Entire House J U L - 9 2019 By: Bc heating &Cooling x"1:"9' 74 7 I:i'T,10. 7T), ,,!j Project • • For: Hanau Playroom Design Information Htg Clg Infiltration Outside db(°F) 8 92 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD(°F) 62 17 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr1lb) 26 21 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Mitsubishi Electric Trade Trade Mitsubishi Electric Model Cond MUFZ-KJ18NAHZ AHRI ref Coil MFZ-KJ18NA AHRI ref 201754293 Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 787 elm Actual air flow 787 elm Air flow factor 0.033 cfmBtuh Air flow factor 0.053 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF 012) (Btuh) (Btuh) (cfm) (cfm) Playroom 576 23984 14725 787 787 Entire House d 576 23984 14725 787 787 Other equip loads 0 0 Equip.@ 0.97 RSM 14283 Latent cooling 2387 NP- 4 TOTALS t 576 I 23984 I 16670 I ,r,�j$7 ;``�ARKGF��✓ ,, Qj Bold/ifalic values have been manuallyoverrldden Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. r 2019•Jun-0515.38 25 IR.1+1� • Right-Suite®Universal 2019 19.0.07 RSU22838 Pagel n%Documents%Wrightsofl HVAftchansuplayroom rup Catc=MR Front Door faces -N Job- .p .Wrightsoft, Manual S Compliance Report Date: Entire House By: BC Heating &Cooling Project Inf• • For: Hanau Cooling Equipment Design Conditions Outdoor design DB: 92.0°F Sensible gain: 34550 Btuh Entering coil DB: 72.0'F Outdoor design WB: 71.9°F Latent gain: 2335 Btuh Entering coil WB: 60.1°F Indoor design DB: 72.0°F Total gain: 36885 Btuh Indoor RH: 50% Estimated airflow: 1848 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer. American Standard Model: 4A7A4036L1+ABM364 Actual airflow: 1200 dm Sensible capacity: 33600 Btuh 97%of load Latent capacity: 0 Btuh 0%of load Total capacity: 33600 Btuh 91%of load SHR: 0k0/o Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 42797 Btuh Entering coil DB: 0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Manufacturer: Model: Actual airflow: 1200 cfm Output capacity: 0 Btuh 0%of load Upe yrtslance: 0 °F Supplemental heat required: 0 Btuh Economic balance: 0 °F Backup equipment type: Manufacturer: Model: Actual airflow: 1200 cfmja ; ,9AIik�F4� a. Output capacity: 0 Btuh 0%of load Temp.rise. 0 °F a' Meets all requirements of ACCA Manual S. 6 +. �#w 912:50.11 wr+. Rig ht-Sulte®Universal 2019 19.0.07 RSU22838 �fiESS1�h Page 1 .,tcnielsenmocumentslwnghtsoft WACUxhanau nip Cato=MJ7 Front Door faces* N .. Residential ' — Review Form '"��'`� RIPER 1 ,4CCkm _ a (Loads, Equipment, 15 Mar 09 Cvaamaaa�em Header Information Contractor. REQUIRED ATTACHMENTS ATTACHED BC Heating&Cooling Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets). Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan : Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes [3 No r-1Home address(Street or Lot#,Block,Subdivision): ,Entire House HVAC LOAD CALCULATIONM1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 8 *F DNontatio Front Door faces North Indoor temperature: 72 *F rtwest south,Northeast, Southwest Total heat loss: 42797 Btuh Number of bedrooms: 0 Conditioned floor area: 1269 ft= Summer Design Conditions Number of occupants: 1 Outdoor temperature: 92 *F Indoor temperature: 72 •F Windows Rood Grains difference: 27 gr/lb 17@50%RH Eave overhang depth, 0 ft Sensible heat gain: 35619 Btuh Internal shade: none Latent heat gain: 2408 Btuh Blinds,drapes,etc. Wlndnw Total heat gain: 38026 Btuh Number of skylights: 0 HVAC EQUIPMENT • ,1 Heating Equipment Data Cooling Equ'pment Data Blower Data Equipment type: Equipment type: Split AC Heating dm: 1200 Furhaee,Heiltpump,Boller,etc. Air ConditioifiaY Heat pump,etc. Cooling Cfm: 1200 Model: Model: American Standard Static pressure: 0 in'H20 4A7A4036L1+ABM364 Fan's rated external static pressure for design Heating output caacity 0 Btuh Total cooling capacity: 0 Btuh airflow Heat tamps-capac at%nnterdesign outdoor condtions Sensible cooling capacity: p Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT ./ Design airflow. 1200 ctm Longest supply dud: 0 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 0 ft Trunk dud: Total device pressure losses: 0 In H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0 in H2O Friction Frate: flBranch dud: Sheet metal tion iN100ft I decla7re the load calculation.equipment,equipment selection and duct design were rTgorously performed based on the building plan listed above. I understand the clairns rnade on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County.Town Municipallty or Authority'having jurisdiction use, *Home qualifies for MJ1AE Form based on Abridged Edition Checklist r RightSude®Universal 201919.0.07 RSU22838 . #.yyri9htSoft. Load Short Form 'Jo : Entire House By: BC Heating &Cooling Project Inf• • For: Hanau Design Information Htg Clg Infiltration Outside db(°F) 8 92 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD(°F) 64 20 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 52 27 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make American Standard Trade n/a Trade AMERICAN STANDARD Model n/a Cond 4A7A40361-1 AHRI ref n/a Coil ABM364 AHRI ref 8244231 Efficiency n/a Efficiency 11.7 EER, 14.5 SEER Heating input 0 Btuh Sensible cooling 33600 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 33600 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.028 cfm/Btuh Air flow factor 0.035 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.94 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) Wm) Loft 1 96 3281 2621 92 91 Loft 2 96 3281 2621 92 91 Bed115 263 10117 8868 284 308 Bath 116 69 239 105 7 4 Closet 117 30 263 105 7 4 Closet 120 30 104 46 3 2 Bath 119 69 239 105 7 4 HaII114 216 11879 10380 333 361 Entry 113 200 8780 6164 246 214 Hall 121 200 4614 3535 129 123 Sold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. 2019-May-0912 50:11 .wah Rig ht-Su fte®Unlversa12019 19.0.07 RSU22838 Page 1 ...tcnlelsenlDocumentslwrightsoft WAClbchanau.rup Calc=MJ7 Front Door faces: N Entire House d 1269 42797 34550 1200 1200 Other equip loads 0 0 Equip.@ 0.97 RSM 33513 Latent cooling 2335 TOTALS 1 1269 1 42797 1 35849 1 1200 1 1200 215 Soldrdallc values have been manually overriddan Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. iglWQH p " 2019-May-09 12:50:11 .w,.-. ....,,,"O� Right-Su1te®Universal 201919.007RSU22838 Paget ...tcnielsenlDocumentO ightsoft HVACtbchanau rup Calc=MJ7 Front Door faces- N Sheet 1 -I — - - -T —aw'a_ -r - - - � — Room2 Room3 Roams Room6 RoomB Room? Room13 Room1 Room4 Room10 Room11 Job M BC Heating &Cooling Scale: 1 : 107 Performed for: Pagel Hanau RighbSuite®Universal 2019 19.0.07 RSU22838 2019-May-0912:60:43 ,..ents\Wdghtsoft WAClbchanau.rup i s: �L} � t • Intulation .Certificate J DC) NOT RENtA /E. PLEASE PAST NEAR ELECTRICAL,PANEL. This form must be filled otgt and posted to comply with building code requirements. z Meets IRC requirements: 2W6 IRC N1101.2,N1101.4,N1101..8 2009 IRC-N1101.2,N1101.4,N1101.8 20112 IRC-N1101.3,N1101.7,N1101.12 'the following spray polyurethane foam product(s)has/have been installed. ❑Classic p Classic Plus 411roSeal ❑ ProSeal Eco [i MD-C-200 U (310wr Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code (IRC)2006.IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for spt: 0c requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accgrtlanre with manufacturer's processing guidelines to provide a thermal resistance of: Area insulated Acted R-Value Thickness' - s Attic Area R-1= at _l inciuts SlOpcxi Ceilings R- j at f~ Inches f Wails(location): ^�----.I R- `�- at inches Walls(location): R- incher~ Z_'.. Flours(over an unheated cravA space) R-ra l.1 at ^T. trtctic�.s l _. a�_.I ' Crawl Space Perimeter R- at � �inches Basomont Walls R.�� at Inchus i R-): �t Other(location tI tI 1I r 5 Oar r►Y ("S � 2� --_r InL'hfi8 'Norrdnel thicknesses are representative of fleld,spwappiled foam material. Jobsite,4ddressI QS or_rl oar. Ve ��',�-�f� Date of Insulation Installation Building Contractor Insulation Contractor "-'-J" Insularion Contractor Phone • ot Installed By -'".• _ �� 3—c- N4 .,,jca.iUi1..✓�R . .._ I ! Lyme Inc. 6747 Campobello Road ' AAissieaartgn,Ontario LSN 21-7 Canada �. KYNENE Ph;1.taM75ri 7325 • ICYNENE.COM , SL-601 • Updated Aorll 2015 The Evolution of Insulation z I MOM COMMENTS FOUNDATION(IST) , ----------------------------- 1 • 1 _ lul PIT.ROUGH FRAMING& -plp NEW, , . , ► ,,, , �;� , ..,,�� } _ _ PLUMBING �i :. 0M _ 1 � - WWI INSULATION PER N.Y-. STATE ENERGY CODE 71 ADDITIONAL C•' - r - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health N/A SOUTHOLD,NY 11971 4 sets of Building Plans YES TEL: (631) 765-1802 Planning Board approval N/A FAX: (631) 765-9502 Survey YES SoutholdTown.NorthFork.net PERMIT NO. Check YES Septic Form N/A N.Y.S.D.E.C. N/A Trustees N/A C.O.Application YES Flood Permit N/A Examined ,20� (� V Single&Separate N/A D Storm-Water Assessment Form N/A A 8 G - 8 2017 Contact: Approved "z ,20 Disapproved a/c BUILDING DEPT. � 23T TOWN OF SOUTHOLD Phone: Gj �c - Expiration ,20PfL MA .Z97 .3M Buil ' pector APPLICATION FOR BUILDING PERMIT Date August 4 , 2017 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 o applicant or name,if a corporation) P. O. Box 447, Fishers Island, NY 06390 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder General contractor Name of owner of premises Ranny and Ken Hanau - (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. a '"j4 '°�•�sda 1. Location of land on which proposed work will be cic .° Y �0&8b&& Anwe Fishers Island, New York House Number Street,. —I— Hamlet County Tax Map No. 1000 Section 009 ''I,�►;ftX' {::� 1 Lot 3.1 -- 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 Residence b. Intended use and occupancy Residence 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition Other Work { (Description) ° t rFed i °_s; :j 1 A a " 1 4. Estimated Cost � , , ,��1 4 1 I 1(To,be paid on filing this application) 5. If dwelling,number of dwelling units 1 \i !, Lumber of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature,and--extentvf each type of use. N/A = 7. Dimensions of existing structures, if any: Front 144'-0" Rear 144'-0" Depth 85'-0" Height 39'-0" Number of Stories 3 Dimensions of same structure with alterations or additions: Front EXISTING Rear EXISTING Depth EXISTING Height EXISTING Number of Stories EXISTING 8. Dimensions of entire new construction: Front 851'7" Rear 851-7" Depth 39'-511' Height 20' Number of Stories 1 9. Size of lot: Front 360' Rear 329' Depth 288' 10. Date of Purchase Name of Former Owner Planitzer 11. Zone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES X NO Ranny and 12 Ridge Road, 14.Names of Owner of premises Ken Hanau Address Bronxville, New YorkPhone No. (917) 363-0195 Name of Architect Sam Fitzgerald Architect PC Addrel 5 E. Putnam Ave., #234, Greenwich CT(860) 287-38( Name of Contractor BD Remodeling and kddress box 447, Fishers Island, NY 06390 (631)788-7919 Restoration 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF.0 Ae Harland K. Frazier being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perfom or have performed the said work and to make and file this application; that all statements contained in this application are true � ilabt�EX,sf his knowledge and belief; and that the work will be performed in the manner set forth in the application Cie(' `116e '•.,� JASON W DRENA y�fl�� •• y Notary Public-State of New York t� .•.'. 1a� r No.01DR6350454 Yy Swo to before me this L '�; ��pr 44a► � � Qualified in Suffolk County day of (! L 20�: r.,,. My co miss Expires;overnber7 20 Notary Public K'C4'� , igna ure o pp scant � f � t+l4ftQR�fafe Scott A. Russell ,��°S� kv IF01KMWAX1E1K SUPERVISOR MAk-NA\(Gr1EME NIF SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET AUG 0 8 201 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS )PROJECT INVOLVE ANY OF THE FOLLOWING: IC: Yes No (CHECK ALL THAT APPLY) ❑� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� 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. ❑® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. [0 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. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date District NAME- Sam Fitzgerald, Architect 009 11 3.1 08-03-2017 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information_ 860-287-3808 y:ja 1i. Reviewed B — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — 505 Ocean View Avenue ❑t5 —pproved for processing Building Permit. — — — tormwater Management Control Plan Not Required. Fishers Island Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 APPLICANT S.C.T.M.#: 1000 S„ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Otter) � O �� 009 11 3.1 °' Stormwater Management Control Plan CHECK LIST Sam Fitzgerald Architect Section Block Lot N E w x S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application. Plcix Pnnt Date: * The applicant must provide a Complete Explanation and/or Reason foi not piovidmg 860-287-3808 08-03-2017 0 11 A0l all Information that has been Required by the following Checklists • ,yn TNrph..Nu b, 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NA If you ne i•ex lanations, Please Provide additional Paper. a. Location& Description of Property Boundaries Contact-T-GS b. Total Site Acreage. 0� at - e c. Existing-Natural & Man Made Features within 500 L.F. BaekfillOR �. Certification of the Site Boundary as required by§236-17(C)(2). X 0� installe o e. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e Limits of Clearing & Area of Proposed Land Disturbance. 0 limited to area of addition and new driveway f. Existing & Proposed Contours of the Site (Minimum 2'inteivals) no proposed grade changes g. Location of all existing& proposed structures, roads, X �� driveways,sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor-Elevations for all existing & AUG 2 2 2017 proposed structures. 1. Location of proposed Swimming Pool and discharge ring. X 00 no work to pool planned ELTELDWG DEPT-. j. Location of proposed Soil Stockpile Area(s). EEI0� k. Location of proposed Construction Entrance/Staging Area(s). 00 X existing stone drive will serve as construction entrance staging in existing awn areas 1. Location of proposed concrete washout area(s). FX—1 M. Location of all proposed erosion&sediment control measures. X 0� MENT o!S 2. Stormwater Management Control Plan must include Calculations showing oslo" t be to: that the stormwater improvements are sized to capture,store,and infiltrate all include u trance, on-site the run-off from all impervious surfaces generated by a two(2")inch 0 i maintains rainfall/storm event. n & Wire Backed Silt FOOils 3. Details&Sectional Drawings for Stormwater practices are required for approval. eX OSe an dlur [terns requiring details shall include but not be limited to: See-ding of a. Erosion&Sediment Controls. 0�� b. Construction Entrance&Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 x0 no Structure proposed d. Leaching Structures (e. .infiltration basins,swales,etc.) X ****FOR ENGINEERI DEPARTMENT USE ONLY* Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: t - — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: 2Z i SMCP has been approved by the Engineering Department. FORM * SWC heck List -TOS MAY 2014 t Q CO a �5 E . I � IT I A5E W M a T' I �fl v ❑❑ ❑❑El ❑ ❑ ❑❑ El ID ED ❑� N A I RFOR7 � 10 CI 0 ❑❑ OO ❑ ❑❑ ❑❑ DDD Ln ❑❑ CO 0' ❑❑ 0 0 0 Cl Cl 0 O o a ❑❑ i E03 O D O 013❑❑ 0 a a ❑❑ LOCATION MAP SCALE 1 "=400' LEACHING POOL DETAIL DRAINAGE INSPECTIONS ARE REQUIRED - Contact TOS Engineering at 765-1560 before NOT TO SCALE Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. EROSION&SEDIMENT CONTROLS Shall include but not be limited to: cY' TEST HOLE DATA A well maintained Construction Entrance, c BY: R. STROUSE P.E.,L.S. 06/02/07 Wire Backed Slit Fencing,stabilization & 0"-14" TOPSOIL Seeding of exposed and/or inactive soils. `. 14"-45" SANDY SUBSOIL r 45"-17' SAND— POORLY GRADED, LITTLE OR NO FINES (SP) " Unified Soils Classification (USC) System (from ASTM D-2487) Qf Major Division: Coarse—Grained Soils, Sands with Fines Group Symbol: SM, Silty Sands, Sand and Silt mixtures NRCS, USDA Soil Classification: Riverhead, Very Stony Sandy Loam SEPTIC SYSTEM DESIGN FOR 6 BEDROOM RESIDENCE PROVIDE 1500 GALLON SEPTIC TANK PROVIDE 1 DISTRIBUTION BOX PROVIDE 3 — 6'6" X,' 6'5" LEACHING POOLS (SEE DETAIL) EXISTING SYSTEM T0; BE LOCATED, PUMPED AND STRUCTURES REMOVED. INVERT ELEVATIONS— < - Q � INVERT AT HOUSE— 69.75 APPROVAL OF STORMWATER MANAGEMENT SEPTIC TANK INLET 68.75 CONTRO P N -T w Cade a r 36. Y SEPTIC TANK OUTLET— 68.25 " Q D O D—BOX—INLET-68.17 Dates 2Z D = Z >- D—BOX OUTLET— 68.0 Approved Q > LEACHING POOLS INLET— 67.5 p Z Q w z � = z Q � LJ MAP REFERENCES; L S >Ld L � Z - 1.) SURVEY MAP PREPARED FOR RUSSELL,E.-PLAN ITZER--OCEAN VIEW AVENUE; _ (n z Q _ _t FISHERS ISLAND, NEW YORK; DATE: 10/31/2002; SCALE: 1"=40% SHEET 1 OF 0 � � L � -A FISHERS 1; CME/CPK DESIGN GROUP; NORWCH, CT = O O c O = NOTES LO L Z Z 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED Z Q HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO w BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Y ENGAGEMENT. A = 2,020 SF 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, 2/12 = 337 CF UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. I VF 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S >RY WELLS. SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 3003 SF 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC 2/12 = 500.5 CF SURVEY TRIANGULATION STATION "PROS" 5.) SITE IS IN THE: TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, FV)RDEN 9 X 40 = 540 CF SECTION 009, BLOCK 11, LOT 3.1 6.) TOTAL AREA = 2.32f ACRES.SANDY7.) SITE IS LOCATED IN R-80 ZONE.8.) APPLICANT: KENNETH HANAU C/O BD REMODELING & RESTORATION, INC. — o CIO ARDEN AREAS: PO BOX 447 FISHERS ISLAND, NY 06390 - < _T TOLERANT GRASS MIX, 631-788-7919 > 9.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL LJ ORELLA) PENSYLVANICA SYSTEM. of U 'LETHRA ALNIFOLIA a )STAPHYLOS UVA—URSI 10.) BASE FOR LEVELS: NGVD 1929. ;OMPTONIA PEREGRINA o 11.) PERCENT OF LOT COVERAGE—PROPOSED— 6.9% o Z Q - Q LEGEND o s co PROPERTY LINE m N ABUTTERS LINE —— O EDGE OF PAVEMENT a W z rnnr nr nnw\/rl ------------------- ,_ - (r j Y u " 9 CAST CONCRETE COVER w, < PLAN COVER LOC TO GRADE TO :r IF DROP IS USED FINISHED GRADE " CHIMNEY 4x6x661 '20' in. INLET 3" VENT-------- LIQUID ENTLIQUID LEVEL o) CONTINUOUS HOT I ASPHALT SEAL � I SINGLE FAMILY RESIDENCE - 4" SCHEDULE //40 APPROXIMATE —�� _ MUNICIPAL WATER INLET BAFFLE LOCATION 6" WATER MAIN ON SITE SEPTIC SYSTEM To CROSS SECT /AN AVE _ 1500 GALLON - 2 C 1440 S 83-56' 0" E w \ x" SEPTIC TA 7.54' 46.715• x69.6 NOT TO SCA x71,6 r O I w S PROVIDE 3 1� J LEACHING POOLS �� ,� ,� �~ ,�, IN (SEE DETAIL) JF. '` '� ` . Wim--W x6, N:71 f W:30� S' \ PROVIDE DISTRIBUTION BOX �� x7o.s ��F / , \ \ _ � ABANDON EXISTING x719 SEPTIC SYSTEM (SEE DETAIL) / PROVIDE CONCRTE N 86'27 00 E S PER SCDHS REQUIRE NTS . ( WASHOUT PIT 92'17 _1 6s PROVIDE FORM WWM-080 6` �� (SEE DETAIL) C) J 50%� \ 1 `� 06`�\` ` PROVIDE 1.500 APPROXIMATE LOCATION XPANSION CONC. -' GALLON BURIED\�TILITIES AREA x709 CAP `� 1x SEPTIC TANK — AND WATEi�, LINE 114 l x69. `� a SEE DETAIL) /• \�� Kv x699 f i BURIE�\ /� TEMPORARY\ G SF 69Jx r( PROQ,AN�E STOCKPILE ► �o qC' LINE TANK 71•3x EXISTING 0.6 AREA , I 9sx --� 2 STORY ,- t: "` 4. =• .. \ RESIDENCE `Ja x69.9 / \ 702. / FF EL. \ P :O _ 682x s 73.5$ Sti, .;ADDITIQry'�'• / REMOVE EXISTING �• ARAGE x69.4 STONE D �x7o�+•.:; ''.> c ?•i ► RIVE-_ d:,l " FF EL. NEW SN T94 ► LOAM AND:•SEED x682 5� 0, OFCK 4` PA�K� NE� " DISTURBED``ti1'�'EA`z°�•...�j^ - . � -,_ .rGni HOT \ ; o "` �� GARAGE ADDITION , N/F DECK PATIO `� piW/PORCH ANTHONY W. HOBSON & e MARY G. HOBSON \ — 14i ' SINGLE FAMILY RESIDENCE MUNICIPAL WATER PATIO — ON SITE SEPTIC SYSTEM 'C\ r Pp JJ� PROVIDE RAIN GARDEN— POOL— OL PROVIDE AND MAINTAIN / .h \ \ E tP�iErvT� A CONTINUOUS UNE OF 40' X 9' X 18" DEEP \ s =�r SILT FENCE—, BENCH MARK PROVIDE 2 f' MERESTONE DRY WELLS FOR J. ELEV. 61.42 —_ ROOF & DECK _ \�� \ \✓/ �^ DRAINAGE / ---- - \ PPOOL\ (SEE DETAIL) \ \ ��b' N/F LUCINDA J. HERRICK x60 eVACANT LAND �(V 2.92 �Y NIF I ss•26, 2" / x60 3 60.3 SANDRA S. OSBORN g X34' 6�i �I VACANT LAND 60 612x l (\ xfi 5 X59 9 \/�i/ - \60 TYPICAL f 1.SEED NEW 2.MEDIU 3.MEDIU 4.LOW c 5.MEDIU Town Hall-Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 - BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE°."CONSTRUCTION-.'PRE-ENGINEERED WOOD CONSTRUCTION ANlilCSR TIMBER CONSTRUCTION Date:, Auqust 3, 2017 Owner: Ranny and Ken Hanau 9 Location of Property:,12 Ridge Road, Bronxville, New York Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PVI!) 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P > a`rce a 4 SAM FITZZGERALD ARCHITECT FIC 15 E.PUTNAMAVENUE,9234,GREENWICH,CT 06830 P:860.287.38081 F:631.788.71921 sam@sfapc.net 4:IMN ® ®' a a TO: FROM: Amanda Nunemaker Sam Fitzgerald I COMPANY: DATE: Southold Bldg.Dept. 8/4/17 PROJECT: Hanau Residence RE: 505 OCEAN VIEW AVENUE,Fishers Island Building Permit Application SCTM#1000—09—11 —3.1' THE FOLLOWING IS BEING TRANSMITTED TO YOU: VIA: FOR YOUR: PC DRAWINGS VrATTACHED ❑ 'FEDEX IK APPROVAL ❑ LETTERS ❑ UNDER SEPARATE COVER ❑ USPS ❑ DISTRIBUTION ❑ PRODUCT DATA ❑ 'MESSENGER ❑ INFORMATION ❑ SAMPLES J?( 'HAND DELIVERY ❑ RECORDS ❑ SHOP DRAWINGS ❑ REVIEW & COMMENT ❑ SKETCHES ❑ USE ❑ SPECIFICATIONS SUBMITTALS NO.OF COPIES DATE DESCRIPTION 4 8/4/17 DRAWINGS (11 SHEETS) ISSUED FOR PERMIT, SIGNED &STAMPED 4 6/9/17 PROPERTY SURVEY P IREPARED BY CME ENGINEERING, SIGNED &STAMPED 1 8/3/17 STORMWATER MANAGEMENT WORKSHEET 1 8/7/17 BUILDING PERMIT A(PLICATION 1 8/7/17 BLANK CHECK TO COVER PERMIT FEE 1 8/7/17 CO APPLICATION 1 8/7/17 $50 CO INSPECTION FEE 1 7/24/17 APPROVED SEPTIC DRAWINGS FROM HEALTH DEPT. 1 8/8/17 TOWN SEPTIC PERMIT RECEIPT 1 8/4/17 RESCHECK 1 8/4/17 NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION Jarski, John From: Shawn Pierce <shawn@bdrru a.com> Sent: Tuesday,January 02, 2018 11:45 AM To: Jarski,John Subject: Emailing: SKM_C25818010211430 Attachments: SKM_C25818010211430.pdf Lagging into stud walls per architect supplied drawing.All flat roof rafters and or ledgers are attached according to this drawing. Hanau 41898 Your message is ready to be sent with the following file or link attachments: SKM_C25818010211430 Note:To protect against computer viruses,e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. PD (�` i DD JAN 10 2010 TO 7TW OF SOUTROLD 1 1 REMODELING & REST 9RATIQ INC. =z December 10, 2018 Building Department Town Of Southold Town Hall,53095 main road PO Box 1179 Southold,New York 11971-0959 Attn:Mike Verity: Mike please find enclosed the plumbing certificate for the Hanau resid nce on Fishers Island permit number 41898. Best Regards, Shawn Pierce Project Manager BD Remodeling shawn(a)bdrrusa.com 860-287-3176 n' DCC 9 NIS 17,_p�,. S*i THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 TEL (631)788-7919 FAX (631) 88-7192 D REMODELING & RESTORATION INC. Town of Southold - D Building Department �,� APR 1 9 2019 Town Hall Southold ,NY 11971 TOWN OF SOU,1; Attn: Mike Verity Mike, here is the final Health Department sign off for the septic system for the Hanau Residence Permit # 41898. Please let Sam or myself know if you need any other items to complete the CO for this property. Best Regards, Shaw Shawn Pierce Project Manager BD Remodeling shawnkbdrrusa.com 860-287-3176 THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 TEL (631)788-7919 FAX (631)788-7192 D REMODELING & RESTORATION INC. June 13 2019 Town of Southold Building Department Town Hall Southold ,NY 1197 Attn: Mike Verity i 1 Mike, here are the Manuals with engineer `stamps and the blower door and duct blast sheets for the Hanau Residence Permit # 41898. Please let me know if you need any'other items to complete the CO for this property. Best Regards, Shawn JUL - 9. 2019 ia'M DIN Dg: ': Shawn Pierce ��,�� L'� Project Manager BD Remodeling shawn@,bdrrusa.com 860-287-3176 THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 TEL (631)788-7919 FAX (631)788-7192 ® D REMODELING & RESTORATION INC. June 13 2019 Town of Southold Building Department Town Hall Southold ,NY 1197 Attn: Mike Verity Mike, please find enclosed the certificate from Bill O'Keefe as well as a letter stating where the tests were completed. Also included in this package are three copies of the drawings Dick Strousse from CME did showing the drywell locations and septic. Best Regards, Shawn Shawn Pierce Project Manager BD Remodeling t J U L - 3 2019 shawn@,bdrrusa.com 860-287-3176 ��U,}J_�,4 `"Zi`` ' THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 TEL (631)788-7919 FAX (631)788-7192 —\R r y � CREScheck Software Version 4.6.4 �J( Compliance Certificate Project Hanau Addition Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 0 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 505 Ocean View Av. Ranny and Ken Hanau Sam Fitzgerald Fishers Island, NY 06390 12 Ridge Road Sam Fitzgerald Architect PC Bronxville, NY 10708 15 E. Putnam Avenue, #234 Greenwich, CT 06830 860-287-3808 Sam@sfapc.net • a • • s Compliance. 19.2%Better Than Code Maximum UA 574 Your UA: 464 Maximum SHGC: 0.40 Your SHGC- 0.33 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross,Area Cavity Cont. Perimeter Floor 1:All-Wood joistlrruss:Over Unconditioned Space 1,482 30.0 0.0 0.033 49 Ceiling 1:Steel joist/Rafter, 16"o.c.:2x8 684 49.0 0.0 0.025 17 Ceiling 2: Steel joist/Rafter, 16"o.c.:2x12 792 49.0 0.0 0.031 25 Crawl 1: Solid Concrete or Masonry 2,388 0.0 15.0 0.054 86 Wall height. 3.0' Depth below grade: 3.0' Insulation depth: 3.5' Wall 1:Wood Frame, 16"o.c. 723 20.0 0.0 0.059 24 Orientation: Back Window 1:Wood Frame:Double'Pane with Low-E 9 0.260 2 SHGC: 0.19 Orientation: Back Window 1 copy 1:Wood Frame:Double Pane with Low-E 9 0.260 2 SHGC:0.19 Orientation: Back Window 1 copy 2:Wood Frame:Double Pane with Low-E 9 0.260 2 SHGC:0.19 Orientation: Back Window 1 copy 3:Wood Frame:Double Pane with Low-E 9 0.260 2 SHGC: 0.19 Orientation: Back Window 12:Wood Frame:Double Pane with Low-E 18 0.260 5 SHGC: 0.19 Orientation: Back Project Title: Hanau Addition Report date: 08/03/17 Data filename: C:\UsersVames\Google Drive\Sync\60718 - Hanau\Hanau REScheck.rck Page 1 of11 1 1 � V Cont.Geoss Area Cavity Perimeter Door 1• Glass 48 0.260 12 SHGC: 0.21 Orientation: Back Door 1 copy 1: Glass 48 0.260 12 SHGC: 0.21 Orientation: Back Door 1 copy 2: Glass 79 0.260 21 SHGC: 0.21 Orientation: Back Door 1 copy 3: Glass 79 0.260 21 SHGC: 0.21 Orientation: Back Wall 2:Wood Frame, 16"o.c. 682 20.0 0.0 0.059 17 Orientation: Front Window 1 copy 4:Wood Frame:Double Pane with Low-E 9 0.260 2 SHGC: 0.19 Orientation: Front Window 1 copy 5:Wood Frame:Double Pane with Low-E 9 0.260 2 SHGC: 0.19 Orientation: Front Window 1 copy 6:Wood Frame.Double Pane with Low-E 9 0.260 2 SHGC: 0.19 Orientation: Front Window 1 copy 7:Wood Frame:Double Pane with Low-E 9 0.260 2 SHGC: 0.19 Orientation: Front Door 1 copy 4: Glass 49 0.270 13 SHGC: 0.50 Orientation: Front Door 1 copy 5: Glass 49 0.270 13 SHGC: 0.50 Orientation: Front Door 1 copy 6: Glass 89 0.270 24 SHGC: 0.50 Orientation. Front Door 1 copy 7: Glass 89 0.270 24 SHGC: 0.50 Orientation: Front Door 1 copy 8: Glass 89 0.270 24 SHGC. 0.50 Orientation: Front Wall 3:Wood Frame, 16"o.c. 328 20.0 0.0 0.059 15 Orientation: Right side Window 9:Wood Frame-Double Pane with Low-E 44 0.260 11 SHGC: 0.19 Orientation: Right side Window 10:Wood Frame:Double Pane with Low-E 22 0.260 6 SHGC: 0.19 Orientation: Right side Wall 4:Wood Frame, 16" o.c. 250 20.0 0.0 0.059 13 Orientation: Left side Window 10 copy 1:Wood Frame:Double Pane with Low-E 22 0.260 6 SHGC: 0.19 Orientation: Left side Wall 5:Wood Frame, 16" o.c. 88 20.0 0.0 0.059 4 Orientation: Front Window 13:Wood Frame:Double Pane with Low-E 22 0.260 6 SHGC: 0.19 Orientation: Front Project Title: Hanau Addition Report date: 08/03/17 Data filename: C:\Users�ames\Google Drive\Sync\60718 - Hanau\Hanau REScheck.rck Page 2 of1l t ti Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed b ilding has been designed to eet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require ents li t check nspection Checklist. Lv- Name-Title Sign Ore Date Project Title: Hanau Addition Report date: 08/03/17 Data filename: C:\Users\James\Google Drive\Sync\60718 - Hanau\Hanau REScheck.rck Page 3 of11 r ;, t -----� 2x stud r _ 2x8 ledger 17/16 7 25/8 - - -_ -- j /16 Load direction n r, / 3 f L Y 10_6" `1 ,� = J KNOCKOUT INLET AND 1~ O)-i ' 1 1 OUTLET OPENINGS 1� C RIBS INSIDE SILT FENCE + _ + CLBAN r N E C 32 0 Lu WOVEN WIRE FENCE(MIN 14 SI-)-C N ( N V a GAUGE W/MAX 6-MESH E W Q` !a F SPACING) `m W .* CAST 10 MAX CONCRETE COVERS .0 3 CENTER TO CENT E 36"MIN LENGTH R FENCE POSTS PLAN Q o Z m �I DRIVEN MIN 16" PLAN m - I INTO GROUNDCOVER AVS d TO GRADROP Er TOCGRADE KING ASTING - IELIZ74BETH 0 1 US 0 FINISHED GRADE 11 qH%M 4EI26/126 G AIR MESH „1 HEIGHT p� ❑❑oo❑ FIELD 2 6 x 6 6/6 GA MESH V C �❑o00❑ OFI6LMN min m0 �6^ 00 E]0 I _ ?AIRPORT 3•VENT— OU RET ❑pp ppO O O❑ UWED LEVEL ( ❑❑000 H 4 O j 6"MIN a�wnfr ❑❑Boo g❑ 4 CONTIWOUB HOT ' V I ASPHALT SEAL ONED 1N ❑❑ED O E3 O❑ I C K PERSPECTIVE VIEW I n ❑❑o BF=9 00 SINGLE FAMILY RESIDENCE 4'SCHEDULE N40 eo us \ APPROXIMATE INLET BAFFLE LOCATION MAP SCALE 1,i=400, ` LOCATION 6" _ MUNICIPAL WATER °caca*aR WOVEN WIRE..FENCE(MIN 14 III WATER MAIN \ ON SITE SEPTIC SYSTEM o a a 1/2 GAUGE W/MAX 6"MESH SPACING)WITH FILTER CLOTH` I EO ESTR/gN AOE �\ 4 CROSS SECTION �-3 LEACHINUG P�OOA SCALE 36"MIN FENCE POST p uNDlsTutaED� h 1500 GALLON — 2 COMPARTMENT FLOW— GROUND IS 83'56'00'E \ SEPTIC TANK N 25'24'40"E - � 754' 4675' vvc NOT TO SCALE COMPACTED SOIL \\� ? \�_ \- `\QC+e \ TEST HOLE DATA EMBED FILTER CLOTH \��\\��\�� w \ U� qN V BY' R STROUSE P E„L S 06/02/07 u / A MIN OF 6”IN GROUND r 0"-14' TOPSOIL �ulI ` 14"-45"SANDY SUBSOIL </ E'cLL II I X00 45"-17'SAND- POORLY GRADED,LITTLE OR NO FINES(SP) C SECTION VIEW �z.Tg7jf\_ jl�\ w aelROVIDE 3 I 7 Y `� Unified Solis Classification(USC)System(from ASTM D-2487fo�/LEACHING POOLS ' W" Ma'r Division Coarse-Grained Soils,Sands ith Fines CONSTRUCTION SPECIFICATIONS NHA _ (SEE DETAIL) ` \ `\ : "�- WSW N.716.23 Group Symbol SM,Silty Sands,Sand and Sit m tures Q!j IF JANE DUNHAM CRARY "' / \\ w � W,3035.92 NRCS,USDA Sod Classification Riverhead,Very Stony Sandy Loom 1 WOVEN`IRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH SINGLE FAMILY RESIDENCE J PROVIDE I Y WIRE TIES OR STAPLES,POSTS SHALL BE STEEL EITHER"Y OR"U"TYPE DISTRIBUTION BOX \'v "09�" PROVIDE ` N 86'27'00"E— �I OR HARDWOOD MUNICIPAL WATER ABANDON EXISTING - (SEE DETAIL) T I PROVIDE SEPTIC ON SITE SEPTIC SYSTEM SEPTIC SYSTEM \ STONE pRNE /' WAN{WT PIT\ 9217 �_ n SYSTEM DESIGN FOR 6 BEDROOM RESIDENCE 2 FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH PER SCDHS REQUIREMENTSO", 1 I __ TIES SPACED EVERY 24'AT TOP AND MID SECTION,FENCE SHALL BE l7 `) PROVIDE FORM WWM-OBD ( �i°Y`�� 1 (SEE DETAIL) "--- PROVIDE 1500 GALLON SEPTIC TANK WOVEN WIRE,6'MAXIMUM MESH OPENING `�% PROVIDE 1 DISTRIBUTION BOX o J xPAN510N� �A` CONCH`Y o PROVIDE 1,500 �- e�vwA PROVIDE 3 -6'6"X 6'5"LEACHING POOLS SEE DETAIL til APPRO%IMA E LOCATION \ GALLON / h v/ ( ) KJ 3 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY �MN m`O BUR"'LITILITIES AREA �' ° CAP �`I s\ SEPTIC TANK -� UJ EXISTING SYSTEM TO BE LOCATED, PUMPED AND STRUCTURES REMOVED SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED,FILTER CLOTH RRdd�; m AND WATER LINE '` _ Z) Z SHALL BE EITHER FILTER%,MIRAFI 100%,STABIWNA T740N,OR APPROVED N N `-' ,BUi(BEE DETAIL) e v 0 q_ INVERT AT HOUSE-21 \ /` vvv TEMPORARY C1� INVERT AT HOUBE- 69 75 = Q O BURIED"'\ I ` O STOCKPILE S C z» y?y�/ SEPTIC TANK INLET-68 75 Z W 4 PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED Jv PROR(NE I , \� ,�RCy I AREA J LINE rw LCC SEPTIC TANK OUTLET- 68 25 Q Z,CO EQUIVALENT 70 TANK "'I I ExsnNc - ,r.- ru r D-BO-INLET-6817 =Z} Q \ LE BOX OUTLET- IN 0 > Q RESNE C " evs 1 / // ® '� A// Q 5 MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL � M EL ��: � I ® � LEACHING POOLS INLET-675 � Q REMOVED WHEN"BULGES'DEVELOP IN THE SILT FENCE �. \` "�� ass I PRION^o{= �cvRACE ., / �, at Z ULL Q = Z J FF EL i ® LIA 3 To 18 / ® MAP REFERENCES d W=~ C Q \ �\ HOT \ I ) /�/ / _PROVIDE AND MAINTAIN r� N/F p 1)SURVEY MAP PREPARED FOR RUSSELL E PLANITZER, OCEAN VIEW AVENUE, a Za U) Li TUB DECK ;'PATIO �° _ NNN�n A CONTINUOUS UNE OF ANTHONY W HOBSON & Q ) FISHERS ISLAND,NEW YORK, DATE. 10/31/2002, SCALE 1"=40', SHEET 1 OF (A�7 N til Li - \ \ \\ E SILT FENCE- /,a MARY G H085ON lc� !�� 1, CME/CPK DESIGN GROUP; NORWCH,CT O \\ ENG `\ �— _ _ PROVIDE 2 ��,p° SINGLE FAMILY RESIDENCE , o ®�y a= Z Of (� E\� \ F _ PATIO - —ROY WELLS K R '� MUNICIPAL WATER r� � rte a= Q �\\ \ _" --/ / __DRAINAGE / '� ON SITE SEPTIC SYSTEM U UJ NOTES W N n CEof x, ON \\\'C\ _ \�`— (SEE DETAIL)�� (,� Z Z 101- POO, STRAW BALE BINDER \ MECHANICAL / •`a 1)THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED \ \\ \ E tP !ry o w PLASTIC LINING WIRE \\\\\\ \\\ �'—mss=� �— �' e LL HEREON ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO NATIVE MATERIAL \\\\ \ \\ -- --� - h BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE (OPTIONAL) `——— — l �, H BENCH MARK CO® ENGAGEMENT Y MERESTONE ELEV.6142 2.)IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, SECTION B-B \ \\ \ --� \ \� UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO WOOD OR NOT / \\ _ \ \ \ % ALTER AN ITEM IN ANY WAY METAL STAKES \\\� 1`_ —POOL\ �� .�73 '— (2 PER BALE) —_--_ / \ \��\ �� -EOUIPMENTJ/ ( 'p'7 3)ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S \\ \\\ \/K SHED ,am SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF (1% N/F THE LAND SURVEYOR LUCINLIA J HERRICK 4)COORDINATE DISTANCES ARE MEASURED FROM US COAST AND GEODETIC MIT i({I B / ` ) J?9 e0, w° �e VAL'ANT LAND SURVEY TRIANGULATION STATION'PROS" { (� / ss7 ?z ✓ 5)SITE IS IN THE TOWN OF SOUTHOLD,COUNTY OF SUFFOLK TAX MAP 1000, m VARIES N/F 6 6`T4' / m SECTION 009,BLOCK Il,LOT 3 1 JEI )( SANDRA S OSBORN � (/ �1 VACANT LAND + �.,v DRAINAGE CALCULATIONS /-"-� '� � 6) TOTAL AREA- 2 321 ACRES NEW ROOF AND NEW DECK AREA - 2,020 SF rn 4 7,)SITE IS LOCATED IN R-80 ZONE Z c~ai - �� REQUIRED = 2,020 SF X 10 X 2/12= 337 CF PLASTC STRAW BALE g)APPLICANT KENNETH HANAU In LINING PLAN (TYP) DRYWELLS C/O BD REMODELING&RESTORATION,INC NOT TO SCALE 337 CF/28 27 CF/VF- 11 91 VF-- PO BOX 447 (n p USE TWO(2)-WE,X 6'DEEP DRY WELLS FISHERS ISLAND,NY 06390 - CONCRETEUT PIT 631-788-7919 > SOIL SSIFICA � SOI (J,[1ASSIFl,A � SOI A$cIFl,A�1LONC w NOTES 9)SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL 1 DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL CONSTRUCTION.LARGER PROJECTS OR PROJECTS REQUIRING ReC-RIVERHEAD VERY STONY SANDY SYSTEM PUMPS MUST BE SIZED ACCORDINGLY(7 GALLONS/TRUCK, LOAM -8-15%SLOPES 0 50 CALLONS/PUMP,PWS MIN 1'FREEBOARD) 10 BASE FOR LEVELS NGVD 1929 2 CAPTURE MATERIAL AND LIOUIDS MUST BE REMOVED FROM IT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 11)PERCENT OF LOT COVERAGE-PROPOSED-6 9% P 75%OF ITS CAPACITY o z 3 INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT OF WASH WATER Z H / Q n � cl R �Ro°r LEADER LEGEND LOCKING CASTING Pia°D°i1viNosm / m TO GRADE PROPOSED GRADE j PROPERTY LINE m ENDCAP TYPE j wma� ABUTTERS LINE -- - LEVELJNG DEVICES / EDGE OF PAVEMENT z io iiNCTa'xT EDGE OF GRAVEL ___________________ w °L C°W � EXISTING CONTOUR ———30——— ¢ m 171 2'MIN ABOVE INLET OUnET INVERT 2'MIN En,w r..BRic �o"svERw"ve�r"ij oR Eou.l FENCE X o o v 0 \ NOW OR FORMERLY N/F06/09/2017 DATE ' Bo ecuo a ®a o BOUNDARY POINT O BAFFLE REWIRED s P. O° ©O MERESTONE SCALE- 1—,, = S0� IF INLET PITCH EXCEEDS sID[.5 Pce 0 d O QUALITY CONTROL CERTIFICATION 1/2'PER COOT I" �� PROJECT # 2015820 GROUP REVIEWED I DATE I I PRWECT MANAGER TICAL DISTRIBUTION BOX SURVEv NOT TO SCALE STOR�WA�To I�FTAI I--�--I DIVWONMEMAL "°'T°�'� 40 20 0 40 SHEET TIL GRAPHIC SCALE IN FEET 1 OF 1 APCnrtfGTLRaL � r 1 0 10'-6" � Q J KNOCKOUT INLET AND OUTLET OPENINGS0- 00 0 RIBS INSIDE `--- i C(° E 0 � a o V 'Y SILT FENCED+ :: OGeAN •C o a) O vlew W E C C, WOVEN WIRE FENCE (MIN. 14 C V ro 2 ami SGAUGE PACNG W/ MAX. 6" MESH SITE: W Q ami z 10MAX CENT CONCRETE COVERS _ CAST Q 06 `: o � ER TO CENTER 36" MIN. LENGTH _ o N FENCE POSTS PLAN PLAN $B,� Q •- c v a, -- DRIVEN MIN. 16" A �+ L co ----- - _ - _ -- Er INTO GROUND NSE ; E`o rn - -_ - COVER LOCKING CASTING U� = N - -- - -- _ _ TO GRADE TO GRADE IF DROP II a L ` co IS USED FINISHED GRADE r-L I ZA5ETr"I LU (n M o _ CHIMNEY -- ------ 4 x 4 12.6/12.6 G WIR MESH 10 HEIGHT ❑❑ 0 O ❑ --- - -_ - --- _ OF FILTER XP 6 x 6 6/6 GA WIRE MESH ❑❑ OOO16' MIN. m0r, �6" 00 L100 E::]a a au❑ N AIRPORT -� �-- I = 110 O O O ❑❑ INLETLn 3" VENT--' .3 VENTOUTLET p El OO ❑❑ �� ya 6" MIN. LIQUID LEVEL ❑❑ O O 110 / _ 4 OUTLET D = ❑❑ �0 F rn CONTINUOUS HOT BAFFLE 0 O O 1=111[3 1 ASPHALT SEAL LINED WITH O❑ O O O ❑❑ 0 PERSPECTIVE VIEW SINGLE FAMILY RESIDENCE 4" SCHEDULE #40 '/$ PVC I °° °° LOCATION MAP SCALE 1 "=400' APPROXIMATEGAS INLET BAFFLE�._ MUNICIPAL WATER DEFLECTOR LOCATION N ON SITE SEPTIC SYSTEM �" 6'-6" WOVEN WIRE FENCE (MIN. 14 �I WATER MAIN _ 1/2 GAUGE W/ MAX. 6" MESH � SPACING) WITH FILTER CLOTH E ' Ql3EFEET 4 LEACHING POOL DETAIL STO CROSS SECTION �3 TRIgN AVE NOT TO SCALE 36" MIN. FENCE POST o 1500 GALLON - 2 COMPARTMENT UNDISTURBED FLOW-_ GROUND s 83'56 ao=E SEPTIC TANK P, N 25.24'40" E W , ". :'p ': 46 J NOT TO SCALE ' 7.54' .75' - x69.6 \ is r'a� -a: COMPACTED SOIL TEST HOLE DATA EMBED FILTER CLOTH BY: R. STROUSE P.E.,LS. 06/02/07 f ,, 6 fi A MIN. OF 6" IN GROUND 1 �l� ------ 0"-14" TOPSOIL W �- 14"-45" SANDY SUBSOIL I 3p 45"- 5 17 SAND- POORLY GRADED, LITTLE OR NO FINES (SP) 4^ x71.6 !. NO. � SECTION VIEW I o >>• \ \ 67.6 „�r� a PROVIDE 3 t fx �W Unified Soils Classification (USC) System (from ASTM D-2487) " f, TM LEACHING POOLS �� \ ,' ,' I \. _ W Major Division: Coarse-Grained Soils, Sands with Fines CONSTRUCTION SPECIFICATIONS NSF _ J (SEE DETAIL) \ �F \ -� ,__ _ - --_-W x61. N:7�6.23 Group Symbol: SIA, Silty Sands, Sand and Silt mixtures JANE DUNHAM CRARY f -- x' .9 x7os �___ - \--� W.3035.92 NRCS, USDA Soil Classification: Riverhead, Very Stony Sandy Loam 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH SINGLE FAMILY RESIDENCE S PROVIDE ( �� F ^\ \ `� 1 OWIRE TIES OR R HARDWOOD. MUNICIPAL POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE MUNICIPAL WATER ABANDON EXISTING DISTRISEE DETAIL) \ \� ��o i ) PROVIDE N 86 27 00 E ON SITE SEPTIC; SYSTEM SEPTIC SYSTEM ( ) `WASHOU PIT ONCRETE 92.17 - `� ss SEPTIC SYSTEM C'ESIGN FOR 6 BEDROOM RESIDENCE 2, FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH S PER SCDHS REQUIREMENTS TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE ` PROVIDE FORM WWM-080� �� \6`�,_ �� (SEE DETAIL) \ __- - PROVIDE 1500 GALLON SEPTIC TANK 50% \ �� o PROVIDE 1 DISTRIBUTION BOX WOVEN WIRE, 6" MAXIMUM MESH OPENING. : \ ` PROVIDE 1,500 �^ PROVIDE 3 - 6'6" X 6'5" LEACHING POOLS SEE DETAIL APP ROXIMAT�LOCATION j XPANSION CONC. o / ( ) 83 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY f i�, q`O BURIED I�TILITIES AREA x709 CAP �\ ,x -� , GALLON / EXISTING SYSTEM TO BE LOCATED, PUMPED AND STRUCTURES REMOVED. }��i SEPTIC TANK SHALL BE OVER BY SIX INCHES AND FOLDED, FILTER CLOTH �lb' AND WATE LINE 1.4 SHALL x69. SEE DETAIL) INVERT ELEVATIONS- O SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED N cv\ 1 eU/, x699 INVERT EL HOUSES 69.75 - Q EQUIVALENT. _ \ (VG BURIE� TEMPORARY `� SF 69Jx SEPTIC TANK INLET- 68.75 Z Y P NE \ STOCKPILE 1 I o 1C' LINE SEPTIC TANK OU`LET- 68.25 •► Q Ld Cr_ 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED I I ^ _ _ _ O >>ax 70.6 AREA 9.ax EQUIVALENT. 2p. / _\ TANK 2xSTORY P 54• / /r. D-BOX OUTLET- 68.0 Q = > Q RESIDENCE x69'9 ,' 70.2. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL OSED, _ LEACHING POOLS INLET- 67.5 REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. / 65.2x \ "iS 73,58 s, DITION � �� REMOVE EXISTING O Z Q LL1 Q \ N FF EL. NE x69a STONE DRIVE- x70.4 GARAGE / / I Z ILL_ � � Z W LOAM AND SEED 70,18 PAR STONE DISTURBED-� �:EA MAP REFERENCES 0- � \ \- Nc GARAGE ADDITION N/F LU Q �' G Liv 1.) SURVEY MAP PREPARED FOR RUSSELL E. PLANITZER; OCEAN VIEW AVENUE; QQ PATIO 1 - QED �W/PORCH ^ ANTHONY W. HOBSON & FISHERS ISLAND NEW YORK; DATE: 10/31/2002; SCALE: 1"=40'' SHEET 1 OF (n w W TUB DECK �� ,� /ro• MARY G. HOBSON 1; CME/CPK DESIGN GROUP; NORWICH, CT UCf) O SINGLE FAMILY RESIDENCE = Z O 60 \\\ �� FE \ \ --'� PATIO _65 MUNICIPAL WATER In = Q ON SITE SEPTIC SYSTEM NOTES oU Z Z r--_ POO PROVIDE AND MAINTAIN j ,ham PROVIDE RAIN GARDEN- \\ \ MECHANICALS- l 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED Q STRAW BALE BINDER f \ \ Ep�1P�TEIVfi A CONTINUOUS LINE OF ' ry 40 X 9 X 18 DEEP Z WIRE \\� \ / HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO LIIJ PLASTIC LINING / \ \ \ \ \ ✓ �-6s SILT FENCE-, NATIVE MATERIAL \\ \ \ \ \ �_��_-_ � ��- // ti BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE DRAINAGE CALCULATIONS i � � BENCHMARK ENGAGEMENT. Y (OPTIONAL) i \\ \ \\\ \\ J/- `--__ - PROVIDE 2 /s� MERESTONE NEW ROOF AND NEW DECK AREA = 2,020 SF DRY WELLS FOR ELEV. 61.42 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, ROOF & DECK UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO / SECTION B-B O WOOD OR NOT TO SCALE ✓/ DRAINAGE / REQUIRED = 2,020 SF X 1.0 X 2/12 = 337 CF ALTER AN ITEM IN ANY WAY. \ \ \ - -- POOL\ (SEE DETAIL) / METAL STAKES \\ �_- 2S DRYWELLS 337 CF / 28.27 CF/VF = 11.91 VF (2 PER BALE) \\ \ QUIPML'ld� p"� 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S \ \\ ED / qy SSIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF � N F USE TWO(2) - 6-0 X 6' DEEP DRY WELLS. THE LAND SURVEYOR. Jr --v10' MIN.-)1 ` \\ l �� LUCINDA J. HERRICK NEW STONE DRIVE & PARKING- 3003 SF 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC B ({I ({I B / '\� x6o.e�- �� . VACANT LAND SURVEY TRIANGULATION STATION "PROS" 1 329 / J REQUIRED = 3003 SF. X 1.0 X 2/12 = 500.5 CF lk (� N/F 662632. / x60.3 60.bxy !) 5.) SITE IS IN Tf E TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, m VARIES � N60- SANDRA S. OSBORN `Z4+ / %� j, PROVIDE AN 18" DEEP RAIN GARDEN 9 X 40 = 540 CF SECTION 009, BLOCK 11, LOT 3.1 )(�I VACANT LAND `//6 .2x SOIL CLASSIFICATIONS 6.) TOTAL AREA - 2.32± ACRES. ReC - RIVERHEAD VERY STONY SANDY N Z � \ o LOAM - 8-15% SLOPES 7.) SITE IS LOCATED IN R-80 ZONE. Z P PLASTIC STRAW BALE / \eo V) o 8.) APPLICANT: KENNETH HANAU vvi o LINING PLAN (TYP) / C/O BD REMODELING & RESTORATION, INC. - o a NOT TO SCALETYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: PO BOX 447 cli CD FISHERS ISLAND, NY 06390 - < 1.SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, 631-788-7919 a CONCRETE WASHOUT PIT > 0, NEW ENGLAND WETLAND PLANTS INC. Ld NOTES: 9.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL 2.MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA SYSTEM. o CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA a N PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, 4.LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI 10.) BASE FOR LEVELS: NGVD 1929. o 1 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). 5.MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA o 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 11. PERCENT OF LOT COVERAGE-PROPOSED- 6.9% 75% OF ITS CAPACITY. O Z 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT OF WASH WATER. Q d H U) Q o N ROOF LEADER PROPOSED LEGEND OO N LOCKING CASTING ADDITION 00 00 TO GRADE PROPOSED GRADE `-) (n (n `n PROPERTY LINE m C4 I U 1 oN ENDCAP TYPE 4" PVC WYE ABUTTERS LINE - - LEVELING DEVICES fI- O o p _JOVERFLOW EDGE OF PAVEMENT 7) U z w LIJ t, 4" PVC CUT EDGE OF GRAVEL ------------------- � Y cza z Y MIN. 6" SOIL COVER � U O MIN. 4' D TO LENGTH OVER DRYWELL -- -- X 2" MIN. ABOVE INLET BLOCKS AND CATCH , v v EXISTING CONTOUR - 30 - o- o w � = p � OUTLET INVERT 2" MIN. BASIN GRATE TO GRADE o_ m o o v v � FILTER FABRIC � (NEENAH R-2525-F) OR EQUAL FENCE � p NOW OR FORMERLY NIF DATE: 06/09/2017 BOUNDARY POINT ® „ , BAFFLE REQUIRED @ 0 O ® O SCALE: 1 = 40 IF INLET PITCH EXCEEDS 6" SDR 35 PVC •<a MERESTONE ■ 1E2° PER FOOT SLOPE AS REQUIRED O O O a o 0 0 PROJECT: 2015820 QUALITY CONTROL CERTIFICATION 1" STONE OR O a0 @Qo O ° SCREENED GRAVEL GROUP REVIEWED DATE PROJECT MANAGER TYPICAL DISTRIBUTION BOX 8' NOT TO SCALE STORMWATER DRYWELL DETAIL t 6 , SURVEY NOT TO SCALE 40 L0 D 40 SHEET ENVIRONMENTAL CIVIL 1 0 F 1 GRAPHIC SCALE IN FEET STRUCTURAL ARCHITECTURAL - If 1 1 C) � J •� cooE C o a, � Y C) o Co LL o CD W a) a� co o v r e� V r L C tL 4) 1- N W Q o ' : 0 Qad is V N N + 81=,q O U W w M � � `Bo � O N Q L � 00 EL. IZABE7 t W n M 00 cc A I RFOR7 SEPTIC SYSTEM LOCATION DATA DISTANCE DISTANCE FROM FROM POINT # LOCATION LOCATION :::: LU "A" 'B" DESCRIPTION " _ LOCATION MAP SCALE 1 "-400' HOUSE HOUSE APPROXIMATE "�-- CORNER CORNER Y , LOCATION 6" -- WATER MAIN \ 1 26.9 51.3 INLET COVER 2 28.3' 47.0' OUTLET COVER SINGLE FAMILY RESIDENCE 334.2' 45.8'D -BOX REC 363f FEET MUNICIPAL WATER Lf 31.0' 32.1 LEACHING POOL #1E11/EDEQUESTR/gNAVE ON SITE SEPTIC SYSTEM 5E 43.7'_ 48.6' LEACHING POOL #2 1 54.0' 62.5' LEACHING POOL #3 MAR 2 1 2019 M �� \ su 00.M2 4LTH CERVICES U �. A t. 00" 83'56' E N 25'24'40' E W \ TEST HOLE DATA 7.54' 46.75' BY: R. STROUSE P.E.,L.S. 06/02/07 `{ x6s.6 OC 'V - 14"-45" SANDY SUBSOIL W ....V 45"-17' SAND- POORLY GRADED, LITTLE OR NO FINES (SP) ^ NO x, G£ W\:A/, \ _ Unified Soi;s Classification (USC) System (from ASTM D-2487) \\ F .................. W Major Division: Coarse-Grained Soils, Sands with Fines �/✓�G' ��- Group Symbol: SM, Silty Sands, Sand and Silt mixtures NRCS, USDA Soil Classification: Riverhead, Very Stony Sandy Loam W I I ! _ - W MAP REFEI"EN CES RELOCATEDly 1. SURVE)' MAP PREPARED FOR RUSSELL E. PLANITZER• OCEAN VIEW AVENUE; POOL ► Z / - _ _ ----w N:716.23 ) = (H-20) o x61 RAIN GARDEN #1 - _ _ W:3035.92 FISHERS ISLAND, NEW YORK; DATE: 10/31/2002; SCALE: 1"=40'; SHEET 1 OF - / I 66 - - - _ _ _ _ _ -� 1; CME/CPK DESIGN GROUP; NORWCH, CT 08 __�j0.5 1 r*t \\ 67.1 6 N 8627'00" E / �� 66.3 66.3 �_ 5 6 j DISTRIBUTION \�� GRADED TO DRAIN 92.17' Q LEACHING I BOX �� 6 '� Z Y POOL GRADED TO DRAIN Lv NIF - o, 67• 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED Q O O JANE DUNHAM CRARY EXPANSION �/ STONE �' HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO Q = w SINGLE FAMILY RESIDENCE 4J LEACHING PARKING �� ^� BETWEEN 1NE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE of Q > W MUNICIPAL WATER +� APPROXIMATE LOCATION POOL 4 BL�ESTO ham• ENGAGEMENT. Z Z = Q Z ON SITE SEPTIC SYSTEM 1 cV e40 d BURIED UTILITIES 2 x7 .9 NE WgLK \\ ) O Q Q AND WATER LINE 6 \ \ 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, _ �C ^ 1,500 GALLON VD/ \ \ UNLESS AC^�1S UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR. TO Q Lli = > z 2 N 2' 1 SEPTIC TANK NG �4. ALTER AN TEM IN ANY WAY. Q Z g DRY WELL I I J 0- v, / B 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS w n (ROOF DRAINAGE) I S PROPANBURIEE i o i �egCk LINE SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF Q = Z Op (n TANK EXISTING A PORCy� % a 1 THE LAND SURVEYOR. O Lo w 20 RESDENE 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC � V! � U) 73.58 L. i --- �, SURVEY TRaANGULATION STATION "PROS" Z Z c � 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, Z GARAGE / SECTION 009, BLOCK 11, LOT 3.1 W DECK pgTONE i RAIN GARDEN #2 ' Y RKING ; , NIF 6.) TOTAL .AREA = 2.32f ACRES. HOT _- i ANTHONY W. HOBSON & 7.) SITE IS LOCATED IN R-80 ZONE. TUB DECK o - ��, _ / ' o7MARY G. HOBSON 8.) APPLICANT- KENNETH HANAU RR/ED` 6666 670 ��^ SINGLE FAMILY RESIDENCE C/O BD REMODELING & RESTORATION, INC. 2 DRY WELL oI 66 MUNICIPAL WATER PO BOX 447 n ROOF DRAINAGE TgNK ss s.s ON SITE SEPTIC SYSTEM FISHERS ISLAND, NY 06390 s 631-788-7919 rl 3 9.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL SYSTEM. ^ MECHANICAL POOL ti/ 10.) BASE FOR LEVELS: NGVD 1929. m EQUIPMENT CV 11.) PERCENT OF LOT COVERAGE- 6.9% UJ BENCH MARK (n zo o MERESTONE z g: Z `O ELEV. 61.42 ir o o X O w o a wSuFFG_r: " G"P��17M ST OF HEALTH C D�j -- r f P'•f. :;! :, ,�' r^�,a.i^" 7CYE€?4"�tORKS FOR 0 ¢ Z Z POOL q�• A Sim`C F_1=A I`LY RES!0ENCE N Q W EQUIPMENT ?S' 41 Date APR 0 8 2019 ' R O - t-7- 0045 > � SHED H.S.H� IZ(,'c.i'�;a. � The sewage disposal and a-,tGr supply f?1TII at this location have been Ld Inspected and/or certi*ed by this Deparhn9nt or other agercirs and found to (if W 0 0 0 / 329 NIF be satisfactory FOR A MAX SUM C�F, (o_ IBEDROOMS. a N M / H ss263?' LUCINDA J. HERRICK \ 4•w VACANT LAND J , CID o 0 �e1, CfDsg Office of vvea tonval1 T1w a ar.',,;'Ca-b-- rhe. / SANDRA NS.FBRUSHLINE OSBORN a / VACANT LAND I- N 0 y LEGEND 0 0 N N 00 00 N V) PROPERTY LINE M oN 1 Of of 01 0 I ABUTTERS UNEin -- EDGE OF PAVEMENT v oz �w EDGE OF GRAVEL ------------------- ) Y � 0 o FENCE X o w � = o � 07 0 0 U U U_ NOW OR FORMERLY NIF DATE: 11/16/2018 BOUNDARY POINT O MERESTONE ® SCALE: 1 " = 30' QUALITY CONTROL CERTIFICATION PROJECT: # 2015820 GROUP REVIEWED DATE PROJECT MANAGER SURVEY SHEET ENVIRONMENTAL CIVIL 30 15 0 30 1 OF 1 STRUCTURAL GRAPHIC SCALE IN FEET ARCHITECTURAL 10'-6" I J KNOCKOUT INLET AND OUTLET OPENINGS ( C 1 Co i Co _o RIBS INSIDE `-- E N o U N c0) CS SILT FENCE 00 + o + + OCEAN P W o� U (D UJVIEW W :E � c N Cz m WOVEN WIRE FENCE (MIN. 1451 TE fn i 6! CTS °' GAUGE W/ MAX. 6" MESH W Q ` 2 t SPACING) CAST Q 06 Q cz a w 3 10, MqX CE CONCRETE COVERS � 0 3 NTER TO CENTER 36" MIN. LENGTH FENCE POSTS PLAN BEA O ._ E <j > M _ DRIVEN MIN. 16" PLAN a) � E _ - ----___ INTO GROUND COVER KING TO GRADE TOCGRADE CASTING 5'-0 Q > o CO U_1 CID a N IF DROP 'T' 00 CO CO -- _ ----_ IS USED FINISHED GRADE EL I ZABE 11-T W W r� CHIMNEY f I �L� - _ - - - ---�_- - - HEIGHT � 4 x 4 12.6/12.6 G WIR MESH ❑❑ E7 O 1� ❑ V � - - ---- _ OF FILTER a 20" 6 x 6 6/6 GA 20 E MESH qq i ❑❑ 0QE] ❑C� 7 Q 7T min. 6" ❑❑ O ED EQ ❑ �I �I OI! I --- ---- -- - 16" MIN. min. _F EI❑° OO O OO N J INLET n 3" VENT---- 3" VENT�� OUTLET ❑0 = � ❑❑ I /� j LIQUID LEVEL O❑ 0 0 0 ❑❑ 6" MIN, 0 CONTINUOUS HOT 4" OUTLET0 00 00 CO / ASPHALT SEAL LINED WITH ED EI❑❑ O C❑ O 110 PERSPECTIVE VIEW SINGLE FAMILY RESIDENCE 4" SCHEDULE #40 /8' PVC GAS LOCATION MAP SCALE 1 "=400' INLET BAFFLE APPROXIMATE �_ __ MUNICIPAL WATER v DEFLECTOR ECTOR LOCATION 6" ON SITE SEPTIC SYSTEM �----6'-6" WOVEN WIRE FENCE (MIN. 14 II WATER MAIN _� o 1/2 GAUGE W/ MAX. 6" MESH RECO` , WITH FILTER CLOTH-_ z -363t FE 4 �3 LEACHING OL DETAIL SPACING) THEQUESTR AN AVE CROSS SECTION NOT TO SCALE JUN 2 O 36" MIN. FENCE POST N � 1500 GALLON - 2 COMPARTMENT 2017 t SUFF•CO H OFF►G�OF 84LTH StnVECSB . UNDISTURBED r'- ..r,-.._ ". • ^- � SEPTIC TANK • - .. FLOW-� GROUND S 83'5600 E �^ N, NOT TO SCALE WASTrwA?£RAVE �; '� vCaX � N 2524'40" E � - �, � ,�+;��z.�;•F'-�. 7.54 -` x69 6 COMPACTED SOIL ` ' \QC TEST HOLE DATA p'' EPABED FILTER CLOTH o ;/ 9AV BY: R. STROUSE P.E.,L.S. 06/02/07 `- Ffw' - S 0"-14 TOPSOIL F n A MIN, OF 6" IN GROUND 1 \ \ /` yv 4 s \\ \ I S 683\w '9 ........... 14"-45" SANDY SUBSOIL °iia �*S✓ No ap` \ \ 1 30 45"-17' SAND- POORLY GRADED, LITTLE OR NO FINES (SP) 4 ',^�rr. a > x7,.6 � 1 23g � '' `^',,I W r � . SECTION VIEW 1 0 >>• \ "� \ 676 "'I , PROVIDE 3 "_ Unified Soils Classification (USC) System (from ASTM D-2487) l LEACHING POOLS ,' ,� \_ �- �_ Major Division: Coarse-Grained Soils, Sands with Fines ' CONSTRUCTION SPECIFICATIONS N�F J SEE DETAIL �� \ "'�--w N:716.23 �a JANE DUNHAM CRARY -_- x7 9 ( ) - --•"61 Group Symbol: SM, Silty Sands, Sand and Silt mixtures 1, WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH PROVIDE W:3035.92 NRCS, USDA Soil Classification: Riverhead, Very Stony Sandy Loam SINGLE FAti11LY RESIDENCE s x7°.6 -__ -� \ --�, �" WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE LE FA °AL WATER ABANDON EXISTING DISTRIBUTION BOX �\ / ) PROVIDE N 86'27 00 E -OR HARDWOOD. (SEE DETAIL) CONCRETE SEPTIC SYSTEM STONE RIVE � � 92.17' � SEPTIC SYS;TEM DESIGN FOR 6 BEDROOM RESIDENCE ON SITE SEPTIC SYSTEM ' `-- WASHOUT PITs 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH r PER SCDHS REQUIREMENTS (� �� SEE DETAIL. - - - \ TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE PROVIDE FORM WWM-080 , 6 / ( ) PROVIDE 15 00 GALLON SEPTIC TANK 50% `b �� PROVIDE 1 DISTRIBUTION BOX WOVEN WIRE, 6" MAXIMUM MESH OPENING. a \ 1 \ PROVIDE 1,500 PROVIDE 3 - 6'6" X 6'5" LEACHING POOLS SEE DETAIL APPROXIMAF&LOCATION / XPANSION C INC. �� \ GALLON ( ) 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY ��iV BURIE I�TILITIES AREA x709 CAP �` �_ SEPTIC TANK - EXISTING SYSTEM TO BE LOCATED, PUMPED AND STRUCTURES REMOVED. SHALL BE OVER BY SIX INCHES AND FOLDED, FILTER CLOTH d 06 AND WATER LINE `�'\ k69. `1e (SEE DET/,IL) 1 INVERT ELEVATIONS- Z SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED N v 1 l Ul�� x69.9 S INVERT AT HOUSE- 69.75 - Q 0 TEMPORARY i /N � EQUIVALENT. 7 I STOCKPILE G SF 69.7x SEPTIC TANK INLET- 68.75 Z Y S BURIE� L.1 r 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED P NE \ POR�y i AREA i �o 'C LINE rS SEPTIC TANK OUTLET- 68.25 EQUIVALENT. TT�A4 K 713x EXISTING 70 I �---_� 9.8x w z O `N � D-BOX-INLET-68.17 � = Z }- 20' _ 2 STORY \ �+ ' ► (� / / c D-BOX OUTLET-68.0 Q � 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL J / RESIDENCE \ OSE . x699 7°.2x / Q FF EL, LEACHING POOLS INLET- 67.5 Q w Q REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 68.2x \ \\ �(f 73,58 ADDITION� x69.4 v / /%' Z O Z 1, I x70.4 GARAGE Z Q x68.2 fCK 70.18 // ./= /s ` MAP REFEE h N F Ld LLJ --� HOT \ i PROVIDE AND MAINTAIN r / 1.) SURVEI MAP PREPARED FOR RUSSELL E. PLANITZER, OCEAN VIEW AVENUE, Q Z ss \ TUB DECK ° A CONTINUOUS LIN!: OF ANTHONY W. HOBSON & FISHERS IS-AND, NEW YORK; DATE: 10/31/2002; SCALE: 1"=40'; SHEET 1 OF V) Liiw 7 w - PATIO Y__r \' -- CE - SILT FENCE- / / MARY G. HOBSON 1; CME/CPUC DESIGN GROUP; NORWCH, CT a z C) V) 0 PROVIDE 2 SINGLE FAMILY RESIDENCE _ � FE" \ \ - F -PATIO _ DRY WELLS FOR _65 MUNICIPAL WATER 0 Ln = � .� � � W ROOF & DECK ;' ON SITE SEPTIC SYSTEM � \ '__1 _DRAINAGES Z. z LL ss \ \ \ \ C\ �- p0 (SEE DETAIL) ✓/ ,moo \\\\\\ \ 0- MECHANICAL - O� _ / 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED Z Q STRAW BALE BIRDER \\\ \ E iPVEtTT-_ ti/ HEREON. AdY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO PLASTIC LINING \ \� \ \\ \\ __ �6s� _ �� BETWEEN 1HE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE W NATIVE MATERIAL \ \ \ \ \\ __ / BENCH MARK ENGAGEMENT. Y (OPTIONAL) \\ \ \\\ \\�Ji-� _�� --' _ � s� MERESTONE ELEV. 61.42 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, SECTION B-B .--- UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO \ -� ` \ \ ALTER AN STEM IN ANY WAY. WOOD OR NOT TO SCALE \ \ \ �= �\�_- POOL\ \ METAL STAKES \\� (2 PER BALE) \ \ -- KED 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S ED „4Y SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF N/F THE LAND SURVEYOR. LUCINDA J. HERRICK 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC B (d1� B / �� N VACANT LAND SURVEY TRIANGULATION STATION "PROS" 1 3 x6o.s ^. VARIES (� l N/F ss•s32• / x6°.3 6a^ry.'! 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, m SANDRA S. OSBORN S \ 4* �� SECTION 009, BLOCK 11, LOT 3.1 (� I VACANT LAND 60- 61.2x DRAINAGE j DRAINAGE CALCULATIONS 6.) TOTAL AREA = 2.32t ACRES. 606 NEW ROOF AND NEW DECK AREA = 2,020 SF o x59.9 7.) SITE IS LOCATED IN R-80 ZONE. Z / REQUIRED = 2,020 SF X 1.0 X 2/12 = 337 CIF 8.) APPLICANT: KENNETH HANAU cn PLASTICA � -STRAW BALE \60 - LL! LINING PLAN (TYP) / DRYWELLS C/O BD REMODELING & RESTORATION, INC. o NOT TO SCALE 337 CF / 28.27 CF/VF = 11.91 VF PO BOX 447 (/) USE TWO(2) - 6'0 X 6' DEEP DRY WELLS. FISHERS IS-AND, NY 06390 - CONCRETE WASHOUT PIT 631-788-7919 > ' SOIL CLASSIFICATIONS w NOTES: 9.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING ROC - RIVERHEAD VERY STONY SANDY M w LOAM - 8-15% SLOPES Q PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, 10.) BASE FOR LEVELS: NGVD 1929. 0 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). 2. CAPTURE M4TERIAL AND LIQUIDS MUST BE REMOVED FROM 11.) PERCENT OF LOT COVERAGE-PROPOSED- 6.9% PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES _ .._-�----- -- --" 75% OF ITS CAPACITY. r. --- v^ � r, e<>•-� s i 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT "'?�r ZL+ V•.,,�� i't :. '.di iT:41 ^' = ' OF WASH WATER. O" �.i 0017, Q a I- 0 N LOCKING CASTING PROPOSED ROOF LEADER LEGEND UN �N ADDITION 00 00 � N to TO GRADE PROPOSED GRADE 0 SUFFOLK Comm L'Ie:F'ART P�TINT OF Hr-ALTH SCT1%TILES PROPERTY LINE m � I � ENDCAP TYPE 4" PVC WYEABUTTERS - - LEVELING DEVICES PCI'",SIT f"O I7F+e ;�;rr,I 0, CONSTRUICTIo« i o;i A OVERFLOW LINE EDGE OF PAVEMENT � o � � J n , "L / 4" PVC CUT MIN. 6" SOIL COVER EDGE OF GRAVEL ------------------- Y 0 z Y `` MIN. 4' D a.i..�........ hl.iii t ....t.:.tt:�iL.t» S�i6.{ TO LENGTH -- -- x OVER DRYWELL BLOCKS AND CATCH EXISTING CONTOUR - 30 � O w C z O J 2" MIN. ABOVE INLET JUL 2 4 20� OUTLET INVERT 2" MIN. FILTER FABRIC BASIN GRATE TO GRADE f BASIN GH TE TO RA OR EQUAL FENCE a_ m o o U U LL O ' CATr I..a�, R7a. c. R IO� �y S NSF DATE: 06/09/2017 NOW OR FORMERLY - Ai�i�r;� 12_, --. 90• BEND 0 0 0 @ m BOUNDARY POINT ® SCALE: 1 " - 40' BAFFLE REQUIRED ron iAiA}:II+LHA OF scor�.00VIS 6" SDR 35 PVC O MERESTONE 0 IF INLET PITCH EXCEEDS SLOPE AS REQUIRED O OO o0 ap O 10 QUALITY CONTROL CERTIFICATION 1/2" PER FOOT EXPIRES THREE YEARS RO14 DATE OF APPROVAL 0 o a o o PROJECT: # 2015820 1" STONE OR (D p Qo a p SCREENED GRAVEL GROUP REVIEWED DATE PROJECT MANAGER TYPICAL DISTRIBUTION BOX 1 6 1 NOT TO SCALE STORMWATER DRYWELL DETAIL 8' SURVEY NOT TO SCALE 40 20 Q 40 SHEET ENVIRONMENTAL iiiii CIVIL GRAPHIC SCALE IN FEET 1 OF 1 STRUCTURAL ARCHITECTURAL II �a GENERAL NOTES 1. The contractor shall furnish and install all items unless otherwise noted. 2. The contractor shall verify all dimensions and job conditions. All discrepancies shall be c 7'3� �DS �►OT D brought to the attention of the architect. The Q�`� y Z_ 13I014,rer door contractor shall be solely responsible for DATE:.LI B.P.# and ductwol-1 visiting the job site and obtaining all correct testing required, information for the completion of the contract. 7icY BUILDING DEPART T DRAINAGE INSPECTIONS ARE REOtl&Z: `II dimensions locating exterior walls are -z CO2 8 Aki TO 4 PM FOR THE Contact TOS Engineering at 765-1560 bet,g0.outside face Of stud unless noted =-a Lavv;NG INSPECTIONS: Backfill,OR Provide Engineer's CertificatbthelWise. �0 UNDATIOii - TWO REQUIRED that the dralnaCA has bcen installed to FOR POURED CONCRETE tf°dimensions locating interior walls are to 2. ROUGH • FRAMING & PLUM"BING rough framing or centerline of rough 3. INSULATION opening unless noted otherwise. 4. FINAL - CUv �_; �i ION MUST 3. In the event that certain details of the BE CNST L )-i CA ELECTRICAL construction are not fully shown or noted on 1"^A ALL CONSTF;;;,::u.a SHALL MEET THE REQUIREMEN-iS OF THE CODES OF NEW INSPECTION REQUIREtfte drawings or called for in the specifications, YORK STATE. NOT RESPONSIBLE FOR their construction shall be of the same size DESIGN OR CONSTRUCTION ERRORS. and character as for similar conditions which are shown or noted. 4. The contractor agrees to assume sole and PU�CttR©'��`�REQcomplete responsibility for job site conditions COMPLY WITH ALL CODES OF UUnn§ the course of construction of this NEW YORK STATE & TOWN CODES project, including safety of all persons and AS REQUIRED AND CONDITIONS OF property. This requirement shall apply SQllT 2 I11111A continuously and shall not be limited to normal Srn I� �T,,,A,tl I►l;,l�o A11 exterior lightinfforking hours. The contractor further agrees installed replaced Jo defend indemnify and hold design R Tnu ern: � repaired shall conforpf4fessional harmless from all liability, real or to Chapter 172 alleged, in connection with the performance of of the Town Code work on this project, excepting liabil4_arising�e____ OCCUPANCY OR from the sole negligence of the design professional. USE IS UNLAWFUL Fire separation 5. Only working drawings stamped"Issued for required as per Construction"are permitted to be used for WITHOUT CERTIFICATE NYS Code construction of this project. All other drawings � 8 E OF OCCUPANCY are obsolete and are not permitted on the job 48.75' s .75, site. Contractors using incorrect drawings are MON. MON. solely responsible for all work not performed in 7:a c a-L P�Vr,'JN l'I�,C �� Vj PLUMBER CER 1" h , accordance with the drawings issued for r WATER LINES NEED construction. gVF��e TE �RTIFICATEOFOC BEFCl; Y VESTING BEFORE COVEI;li6G,Manufacturers installation instructions for all :';ATER products shall be kept on site by the SOLDER U�UP(_: ;�.�li�' o ?39300,fSUPPC , r , r iC�APJ,'VOT Must provide ManualTontractor for use by the owner. co >> Addition to the Hanau REXCELD 1/1'D OF 1�!o.LEA,a D, J and S as per7• Contractor shall provide all tools, materials, �. NYS Enemy Code labor and equipment necessary to provide a complete installation of the work described in --� these drawings. \\ ® 8. Drawings are not to be scaled in the field. / Written dimensions take priority, �\ 87.97 U09. General contractor and all sub-contractors N gg27�. E shall be familiar with all drawings for project. I W-3 5 35 920UJ ® g M°" Information for all trades appears on sheets. 1 O.Sam Fitzgerald Architect, PC (SFAPC) shall N I retain all copyrights, and all statutory and recommon law rights with regard to these plans I %1y d \ Fish Isl Ad I I PROPOSED ' and the building design depicted in therein. '�, \` N/FROOFED PORCH Any reproduction, change or assignment to a r / PROPOSED ONE-STORY \� third party shall not occur without first ANITA MACRAE FRAME ADDITION ____ MON. obtaining the consent of SFAPC. FEAGLES �.2.+' b a n / EXISTING HOUSE o N � 3ol I / .` ��1000 1111�11 111WIl 009 11 � ^— 6a�^ Shall ��m l C EXISTING PROPOSED / P y / o GARAGE ROOFED PORCH PROPOSED �\ 36xr ONE-STORY 1 ` P �\ PROPOSED fQ --_� 50, FRAME ADDITION o"' Sam Fitzgerald Architect, PC ROOFED DECK �- N/F �n r f 1 A�63 THEODORE T. OSINSKI (�c�6b� S{� `�- � y� GL 15 E. Putnam Ave.,#234 Greenwich,CT 06830 860.287.3808 60 8 .3808 \ / lan9 Sam0sfapc.net FJpSTINGpOpL / \.•✓ ��// SCOPE OF WORK PROJECT DIRECTORY DRAWING REVISIONS 1. Proposed one-story frame addition connecting the existing house and detached \\ / MON. garage. New covered decks along north and south sides of proposed addition. OWNER: ARCHITECT: \ 2. Extend existing garage to the east with new addition, 5'-0"wide. New covered Ken & Raney Hanau Samuel Fitzgerald \ entry porch at proposed garage addition. 12 Ridge Road Sam Fitzgerald Architect, PC / Bronxville, NY 10708 15 E. Putnam Avenue \\ 3. Re-configure driveway to accommodate new parking orientation at garage. Greenwich, CT 06830 DRAWING ISSUE N/F (860) 287-3808 1 8/4/17 PERMIT LUCINDA J. HERRICK CONTRACTOR: ENGINEER: S H E ET I N D EX BD Remodeling & Restoration CME Engineering N/F X34 " ^� Box 447 The Gloaming 333 E. River Drive, #400 SANDRA S. OSBORN A0.0 SITE PLAN;PROJECT INFO;GENERAL NOTES Fishers Island, NY 06390 East Hartford, CT 06108 D1.0 DEMOLITION PLANS (631) 788-7919 (860) 290-4100 A1.0 PROPOSED FOUNDATION PLAN;FOUNDATION DETAILS Contact: Harland Frazier Contact: Richard Strouse RENOVATION AND ADDITION TO A1.1 PROPOSED FIRST&SECOND FLOOR PLANS A2.0 EXTERIOR ELEVATIONS HANAU RESIDENCE A2.1 EXTERIOR ELEVATIONS I hereby certify that these nsw+ter repared under my direction and to the best of my knowledge a applicable Building Codes and Ordinances. 505 Ocean view Ave,Fishers Island,NY A3.0 BUILDING SECTIONS �1g �IAM A6.0 WINDOW SCHEDULE w� C� Sheet Title 4 E1.0 ELECTRICAL PLANS SITE PLAN; PROJECT INFO S1.0 FRAMING PLANS&STRUCTURAL DETAILS S1.1 FRAMING PLANS&STRUCTURAL DETAILS Samuel W. Fig l`i'Tq �e �293g y0� Date Date 8/4/17 NY License# 293 o N Project 60-718 AN SITE PLAN ScaleAS NOTED &1 00 SCALE: 1" = 30' f DN BATH 202 i� REMOVE EXISTING STAIRS PLAY ROOM_ I F06� HALLWAY 200 - I UNDR I-II 203 ISI ��J REMOVE EXISTING STRUCTURES BALCONY is SECOND FLOOR DEMOLITION PLAN 207 SCALE: 1/4"= V-0" BEDROOM REMOVE EXISTING GARAGE DOORS 0OT 4 JiN3 SIDE POR i I 111 I � I II I II I Q GARAGE 115 II I II REMOVE EXISTING a STRUCTURES PLAN LEGEND: BEDROOM II I = EXISTING TO BE DEMOLISHED 103 BATH � REMOVE EXISTING STAIRS ° � ' I �".�"� EXISTING TO REMAIN REMOVE EXISTING DOOR BATH GUT RENOVATE THIS BATHROOM. Na 104 REMOVE ALL SURFACE FINISHES, I NEW CONSTRUCTION 114 Q I I CABINETRY,FIXTURES,LIGHTING, I I REMOVE EXISTING STRUCTURES I o PLUMBING,ETC.PREP FOR NEW FOOTPRINT OF EXISTING HOUSE WORK.NEW CONFIGURATION PER uP _ — I PROPOSED PLAN I EXISTING TO BE RENOVATED ❑ ❑ UP o ❑ E3I COVERED WALKWAY HALL I D DN 112 SALVAGE DOOR FOR POSSIBLE RE-USE DN \ 113 DN _ —� - - .f _ O do ' FIRST FLOOR DEMOLITION PLAN OUTDOOR SCALE: 1/4" = 1'-0" SHOWER Sam Fitzgerald Architect, PC 15 E. Putnam Ave.,#234 Greenwich,CT 06830 860.287.3808 Sam@sfapc.net a s I DRAWING REVISIONS I I - I � I I DRAWING ISSUE I I1 8/4/17 PERMIT I II REMOVE TOP OF EXISTING FOUNDATION } I CRAWL SPACE <O> 003 I CUT OPENING INTO EXISTING FOUNDATION i RENOVATION AND ADDITION TO REMOVE EXISTING FOUNDATION AS ( HANAU RESIDENCE NEEDED TO CONSTRUCT NEW FOUNDATION I ��ED /11R/ ''T 505 Ocean View Ave,Fishers Island,NY :..... ❑ ❑ ❑ ❑ ( d D SheetT'"!e LJ LJ LJ LJ I p 9 DEMOLITION PLANS IS'T �a• 029''0 2 EMENT c� c� c� c� c_ l Date 8/4/17 001 Project 60-718 FOUNDATION DEMOLITION PLAN �� I Scale AS NOTED DI 90 IA '- Y2" DIA. STEEL ANCHOR BOLTS @ 11/2" BLUE STONE TO MATCH 6'-0" O.C., AND 12" MAX FROM EXISTING OVER 1 1/2" MORTAR EACH CORNER AND END OF EACH SETTING BED OVER 4" CONC. PIECE OF MUD SILL. 7" MIN. DEPTH SLAB W/6 x 61.4 x 1.4 WWF OF ANCHOR BOLTS INTO PITCHED Y8" PER FOOT OVER CONCRETE. 5"TAMPED FINE GRAVEL Tl NEW FIRST FL SUB FL I I i I � ELEV. -1'-9 3/4" _ -- - -_----- _ -------- i--- — - _ T/FOUNDATION WALL ,I T/FOUNDATION WALL II --- �- I I a I I +� p €-EV. -2'-0" it ELEV. -2'- 3 7/8n T/FOUNDATION WALL AT DOOR � I � � � � i � T/FOUNDATION WALL ---- _ - ELEV. -3'- 3" - II II ELEV. MATCH EXISTING ELEV. -2'- 11 7/8" T/ FOUNDATION WALL _ T/ FOUNDATION WALL ELEV.-3'-2" T/NEW SLAB AT GARAGE DOOR I I I CONCRETE FOUNDATION, I I_ a s ELEV. -3'-4" L-4 4° 6" WITH (2)#4 HORIZONTAL 4" " , 4" ,11.---/ 3" ROXUL DRAINBOARD 4. BARS TOP& BOTTOM 6INSULATION (MIN R-15) -- — --- AND#5 VERTICAL BARS I SPACED 48" O.C. BITUMINOUS - T/ FOUNDATION WALL WATERPROOFING ELEV. A'-21/2" 2" CONC. RAT SLAB W/ MEMBRANE a a 6" 4" 6" 4" e. 6X610 GA WWF OVER 6 SLOPE TOP OF FOOTING _ MIL VAPOR BARRIER WITH MORTAR. OVER 5"TAMPED FINE GRAVEL 5" 10" 5" 5" 10" 51" 5" 10" 5" 5" 5° 5" 7" V-2" Tl 4" 8" 4" 4" 8" 4" 4" 8" 4" a a4 • ® 0 ® o ---------------- ----- 0V N N — B/ FOOTING AT GARAGE ----- -------- - T _ ELEVATION MIN. 42" BELOW GRADE 1'-8" 1'-8" 1'-8" 1'-8° -------------------------------- ----- . a a a co L L L B/ FOOTING _ '1 1 9 ELEV. -7'- 5" 11_4" 7I�y� 1'-8" 21-4" 11 " I -4 co CONTINUOUS CONCRETE FOOTINGS L EXPANSION JOINT 4" PERFORATED DRAINPIPE WITH KEYWAY. PROVIDE(2)#4 BARS, WITH HOLES ORIENTED UP. ONE ON EACH SIDE OF FOOTING. SLOPE TO STORM PIPE. FOUNDATION DETAIL FOUNDATION DETAIL FOUNDATION DETAIL FOUNDATION DETAfL SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" (� FOUNDATION DETAIL FOUNDATION DETAIL Q FOUNDATfON DETAIL FOUNDATION DETAIL FOUNQATfON DETAIL 1 V SCALE: 1" = 1'-0" � SCALE: 1" = 1'-0" V SCALE: 1"= 1'-0" � SCALE: 1" = 1'-0" � SCALE: 1"= 1'-0" CONCRETE NOTES 6 Properly waterproof foundation All concrete shall obtain a minimum 28 day A1.0 All footings shall bear on undisturbed soil or compressive strength of 4,000 PSI with compacted fill having a minimum allowable maximum 1" aggregate and minimum 4" slump. - -- --- -------- °" ------------- ------------------------------------- bearing capacity of 3,000 PSF. Reinforcing bars shall be deformed bars of new --- - billet steel conforming ormin to ASTM A-615, rade 60. I , �- -� ; I Remove all building materials from existing g g I - _ I structure including incompatible fills that conflict anldreinforcing and accessories shall be detailed I ► Io placed in accordance with ACI 315-74, with new construction. WWF shall be ASTM A185 and lapped a REMOVE THAT PORTION (---1 r--I OF THIS FOUNDATION I I I I All fill placed for support of floor slabs shall be minimum of two grids. I I 2 � 0 ------------------------------------------------- ---------------------- I A1.0 WALL NECESSARY L_J L_J approved granular material, free of organic 1 r___------ --- � _ � I o 6'-0" matters and debris � foundation for Contractor all provide ncomn sleeves and outgoingr h utilities. ti I - I FOR NEW CONSTRUCTION N , placed in lifts not exceeding ,\ I 7 I 9" in loosed thickness and compacted to a g A1.a 2'-10" 8" 9'-10'" 9'-10" 9'-10" 8" 2'-10" ---_----- I minimum of 90% of maximum density. Anchor bolts V"Dia.) shall conform to ASTM I I �- --I �- --I 3 All compacted fill shall be placed in layers not A307, galvanized spaced 6' O.C. placed within = _ _== - _-=___ __- =_____-__ __ __ =_ ___- -=---==- __� I I A1.0 exceeding 9" and compacted to a minimum 12 of foundation corners and end of each piece s I I I I- -� I I I I r---- ! I I denisty of 95/o o under 0 footings and BO/o under of mud sill. 7" min. depth of anchor bolts into --- -I L slabs and pavements, obtained in accordance concrete. 36" x 36" X12" COLUMN I I I with ASTM 0-1557-70 (Cohesive soils). All reinforcing shall have a minimum of I FOOTING I I ( I I = All concrete shall be dian with 2"concrete cover unless otherwise noted. Q one n accordance ce the American Conte Institute Building Code, CRAWL SPACE I i i I �' Concrete g I I I I I 4 I ACI-318, and with the specifications for I I I 004 I I -I I I 10 I Structural Concrete, ACI-301, latest editions of f 5 I 15�, both, Sam Fitzgerald Architect, PC --- 1 1 I j I 711 ! I I— ' 8"I 1 I I W 15 E. Putnam Ave.,#234 I I I I 9 I l Greenwich, CT 06830 CRAWL SPACE // / A1.0 I I �_ _� I ( A1.0 5 1 1 860.287.3808 OO-3 / / I I I I A1.0 Sam@sfapc.net —._.__.__J I I L_ _--- ------ I � I DRAWING REVISIONS ! I o `°Y14 9 I I9 I 4 1 1 - --- -- -- ---- / I I A1.o I I A1.0 --------------- °O -----------I i I I w DRAWING ISSUE --------------------- --------------- -------------------- --- ----- 1 8!4/17 PERMIT I EQ. 36'-6" EQ. ! -------------------------- -------- --------------------------------------------------J I FOUNDATION ELEVATION NOTES 11 ��D ARCy�T. -- — — -------------------------- --------- --------------------------------------------------- EXISTING FIRST FLOOR F N ?�� A NA F,T� C �o I !SHED (Q t .nA �r r RENOVATION AND ADDITION TO LEVEL IS SET AT 0 —0 . k A1.0 d PLAN LEGEND: HANAU RESIDENCE T/FO U N DAT 10 N E L EVAT I O N S ARE 0?() O 505 Ocean View Ave,Fishers Island, NY _ EXISTING TO BE DEMOLISHED COLOR CODED AS FOLLOWS: , Sheet Title EXISTING TO REMAIN PROPOSED FOUNDATION 1 PROPOSED FOUNDATION PLAN NEW CONSTRUCTION 0 — 2'-3 7/8" — 2'-0" 0 MATCH EXIST. SCALE: 1/4" = V-0" Date FOOTPRINT OF EXISTING HOUSEn _ 8/4/17 0 2'-117/8" <—1 1 17/8« 3'-2 — 3 —3ff Project 60-718 Al *0 Scale AS NOTED EXISTING TO BE RENOVATED - 4f-0111 - 31-411 � - 3'-Cn 3 1 r ti 0 0 0 0 STAIRS 9 ROOM � I LOFT � N LOFT DN T 12R '01 248 207 , — > ----DN DN BATH 202 2'-3" 23.5'x 23.5' PLAY ROOM ROOF HALLWAY 246 244 2 NDR - ------ --------------------------- --------- --------------------------------------------------- � . �. 203 A3o OPEN TO BELOW OPEN TO BELOW r4 �-o STUDY -- 205 --� BALCONY BEDROOM 244 PLAN LEGEND: \\FFF-= SECOND FLOOR PROPOSED PLAN = EXISTING TO BE DEMOLISHED 2 SCALE: 1/4" = 1'-0" EXISTING TO REMAIN 3 1 NEW CONSTRUCTION A3.0 YA3.0 FOOTPRINT OF EXISTING HOUSE 10"-0" E.Q. E.Q. E.Q. 10'-0 L 6��rr 6 BLUESTONE RE-USE EXISTING Q EXISTING TO BE RENOVATED ROOFED PORCH AND MATCH IF NEEDED ? N DN 2R -- ---- - -_---- COVERED ENTRY DOOR 1fi2 111 110 las - DOOR 108 P RCH PORCH -- --- ------- --- ---- -_----- --_---_ ---- _ ---- - ------------------------ - -- --= ----------------- o -- --- ------- -- ------ ---_ _----- - -- ------- ---------- ----- -- --------------- ----- _ HALL ROOFEDPORCH 1 114 _I _ PLANTING BED Doan 51/2" 8'-41/4" _ 3!-11/2' 51-411 5-41' T-1 1/2" 8'-41/4" 51/2" Y HALL _ 61/8 I N Sam Fitzgerald Architect, PC �RR _ _ _ 107 LU 100 STORAGE 124 1 - _ e a = CLOSET CLOSET- e _._ 15 E. Putnam Ave., #234 ENTRY - - ; ,, n 117 120 - y i � , Greenwich, CT 06830 0 - HALL ---- - ! 860.287.3808 .113 __ E _ _ BATH - BATH _ 114 Sam@sfapc.net SIDE PORCH 0 _ 121 I C� _ _ 116 uP 119 o UP 117 C 12 _ %_ a� DRAWING REVISIONS _ rz GARAGE ------- --- _ 1 KIN BED KIN BED -1 (C�' 12-4 Po do �n 2 115 118 12R UP afzt BEDROOM A3.o 1 � i c v6. l(S -1 , UP I 1 _ . Ld l O DRAWING ISSUE 143 100 3R y -- 1 8/4/17 PERMIT „ / BATH DOOR DOOR D — o . , _ � 104 �., � � � � , -- �� , � �� -------------- LAUNDRY 113 -_- - _- RANDOM vu1nTH (BEDROOM �- BSD OOM - --- -- --- �. O --- 104 /BATH MATCH 101 , RECLAIMED FLOORING 0) 13/16 115; 118 23 _ r 123 HALL ___ DN DN i A3.0 RENOVATION AND ADDITION T t �r _ O O ROOM 17-4 3/4 Roots 122 122 2R 106 ---L--- -- -- -- ' --` -1--- 1-------- -------- -- i Cil =4 UJJ HANAU RESIDENCE 102 103 Fishers DOOR 505 Ocean mew Ave, Island NY _ ALIGN TERIOR FACE OF WALL SHEATH( OUTDOOR : ARC _ 61-0 . v. hi - IPE WOOD DECKING DN ti A rd r' Sheet Tithe - ROOFED DECK _ I SHOWER F'?- C'., EQ. 1 36'-Q° 1 EQ. 3R ---- ---- -- ---- ---------- - --------- PROPOSED PLANS DINING ROOM 1R DN - iP b Date f� ” r r" rr " 9 8/4/17 406 KITCHEN -8 10'-81/4 3-6 3'-6" 10'-81/4 13'-9 5/16 spy �'° nz�3g �o� Project 7 11 11105 e T F 60-718Al FIRST FLOOR PROPOSED PLAN - Scale AS NOTED SCALE: 1/4 — 1-0 3 1 A3.0 A3.0 0 0 AO STAIRS 9 I I e I I ROOM ; LOFT N LOFT ; DN 12R ?01 � 208 207 —� DN N ' -----------------J 1 BATH 202 2!-3" 23.5'x 23.5' PLAY ROOM ROOF 206 HALLWAY e 200 --------------------------------------------- 2 NDR A3.0 203 OPEN TO BELOW OPEN TO BELOW �1 F—————————————————I F-----------------� 1 I I 1 1 4 I I I I A3.0 I I I I I I I I 1 I STUDY d a O O O205 O r --� BALCONY BEDROOM 204 PLAN LEGEND: J� SECOND FLOOR PROPOSED PLAN - EXISTING TO BE DEMOLISHED 21 SCALE: 1/4" = 1'-0" � EXISTING TO REMAIN 3 1 NEW CONSTRUCTION ® ® A3.0 A3.0 a FOOTPRINT OF EXISTING HOUSE 10'-0" E.Q. E.Q. E.Q. 10'-0" Im �� , -! 1 EXISTING TO BE RENOVATED i I 1 I BLUESTO EN RE-USE EXISTI G IOAND MATCH IF NEEDED l x i i O O- ! a I I I ROOFED PORCH , - N E E� ' I COVERED ENTRY - I- OOR 1'f2 ! 111 ' I - 110 ; — �- 6/11-- OOR -O -- - --000 l -IO_-� X00 � �� I �_1_ ! PORCH -- _� ----- _�---- _ ----- -- --- - --_ - ______---------- ----- - ---- ---- --- ____-- ! d _.__.__ � -- -- ----- - - ---HALL --- -- --------- -,-L--� 1 ROOFS PORCH o ;I ------- -1 �� ---- ------------ - - 1- - � PLANTING BED DOOR- � { 5'-4" 5'-4" 3-1 1/2" 4-4-1/4" --5-1/2" Sam Fitzgerald Architect, PC Y HALL - -- -- -- - - -- - -------61/8" 1oaeve _ ST RAGE ' 124 107 ENTRY-- ,CD - ifffiO . I I I - - - 15 E. Putnam Ave.,#234 -- __ — ! 0 i 'i i I __ i s '= Greenwich,CT 06830 O 117 - ----HALL— ' 1 860.287.3808 - x 120_ - I _____ ; -r— °, ('� 0 1 ---- TH' ! - {. , ' - ' 1 ! I 121 - -- - O� SIDE PORCH --B4 ! jv I ' IfSam�sfapc.net 116 �_ 119 ® i _ UP _- 117 - -- I _ 1-20 I UP i- ( i i �� ' ! "oRrn DRAWING REVISIONS - — i 1 s 1 j I 119 j j ! O , s , f01 C GARAGE � Pf,r� 1 KIN BED j ! s — �� i i 124 I n KIN BED Q r� \ —2—- 115 I 1 ! UP BEDROOM O A3.0 t 1 I ( I , r ! mo i 'WGl, 1 UP11 DRAWING ISSUE 103 100 BATH — DOOR 113 104 E' ,��, D I T B D 0 _ \ _---_------ -- - RA M � � 0 M� � - --- ---_- ------- - - - LAUNDRY CLAID F X00 ING _- 104 ---- -_-- /BATH T 1 115 1 , 8 —1 _--_ 123 - - -- - -- - - - - -- - � - -- - - - - -- O --1 s — I .... _. _ .... .. I ... .... _. _..-_...._ ..... .. _ .. _....................................... 1.........._... .. _.. _ i... . ...... __ Q — I 'I I I I i i I I I i I 11 ----- - ---- HALL A3.o IR I I , , DN I I RENOVATION AND ADDITION TO ! I I I �Oolmlll17; 3/4 I i I I I f ODM ! i I I ! - - ' I los i I f ' i I i I ! 122 122 2R N I I I I ------______ ____________ ____ _.___. _-- _. _._ W . r U RESIDENCE 505 Ocean View Ave,Fishers Island,NY fit FRIORfACE�E�NALSHEATHI - UTDOOR ; " ARc IPEWOOD�ECKING _ D I I -0 �� Ani F ti�� SheetTrtle -- - - - - -- _ - - - - - - --� - -- i SHOWER G� V --_ - - - --- --- -- ---- ----------- - --- --j- . -- - - ------- I e PROPOSED PLANS Q 6_-0 -- -EQ - --- -- - ------- -- --- - - --------- ------ ------------ --------- DINING ROOM _ -- --- -- ___----- ---___-_ _ � -------- � -�, - _ ------- ----- _ ----- --- - - , �, ri a R Date 106 KITCHEN -8" 10'-81/4" 3'-6" 3'-6" 10'-81/4" 13'-9 5/16" I s�q Mo, 0293ggy�`r� Project 11 8/4/17aq 105 O 60-718 Scale FIRST FLOOR PROPOSED PLAN AS NOTED ^-- SCALE: 1/4"= V-0" 3 A3.0 1 A3.0 T/PLATE — 1 \ `� ! 0 I 0 _ ELEV. 10'-2 3/4" 12" p Match existing. T/PLATE ELEV. 6-10 5/8" - T/PLATE ELEV.4'-8" r--- -- ------( - -- -- ------ -� _ T/EXIST. FIRST FLOOR FINISH FLOOR lilt 11 lilt lilt 111 11 HII III L= IL' ELEV. 0'-0" IN i T/NEW FIRST FLOOR SUB FLOOR I ( I I11 ELEV.4-9 314" II I I I FILL-IN EXISTING GARAGE DOORS WITH II I I I CONSTRUCTION TO MATCH ADJACENT. B/FOOTING — —?L__L_; I I I EXTERIOR MATERIALS SCHEDULE ------------------------ — — B/FOOTING ------ ---------^---------------------------------------------------- ----------� ELEV. MIN. 42" BELOW GRADE — EXTERIOR CLADDING Vertical wood siding for paint. ELEV. MIN.42 BELOW GRADE NORTHEAST ELEVATION EXTERIOR TRIM 3 1/2"flat casings (for paint) SCALE: 1/4" = V-0" ROOFING Match existing aluminum standing seam roof system for sloped roof. Grey EPDM for flat roof. EXISTING STRUCTURES TO REMAIN GUTTERS&DOWNSPOUTS Integral copper tined gutters and 3" round led coated copper downspouts. DECKING Ipe to match existing. DECK POSTS Painted wood—match existing. Structural 4 x 4 wrapped in 3/4"cedar. FOUNDATION Poured concrete Sam Fitzgerald Architect, PC 15 E. Putnam Ave.,#234 12" Greenwich, CT 06830 860.287.3808 Sam0sfapc.net 12" DRAWING REVISIONS 2 A3.0 _ T/PLATE ELEV. 10'-2 3/4" 12" i Match existing. _ T/PLATE I DRAWING ISSUE ELEV. 6-10 518" — ( 1 8/4/17 PERMIT IN IN T/ PLATE ELEV.4'-8" QD 100 0 _ T/EXIST. FIRST FLOOR FINISH FLOOR ELEV. 0'-0" 113 114 RENOVATION AND ADDITION TO _ T/NEW FIRST FLOOR SUB FLOOR ELEV. -1'-9 314" LdLL - I I I _ T/SLAB AT GARAGE DOOR HANAU RESIDENCE ELEV. 44" I Ll I 505 Ocean View Ave,Fishers Island,NY �� °NM FI��T�c� Sheet Title --------------- ---------------- B/FOOTING �------ --------------------------------� �� u�' �'" B/FOOTING _ _ �--'� - - X64 ELEVATIONS ELEV. MIN. 42"BELOW GRADE � " D ELEV. MIN. 42"BELOW GRADE ' "i� o NORTHWEST ELEVATION !LEl14- l EST ELEVATION ONN ORTH SIDE SOUTHEAST ELEVATION } ° e 8/4/17 S No. 02C�`�� }� Project 3 SCALE: 1/4 - 1-0 : - 0 SCALE: 1/4" = 1' �� 60-718 A stele AS NOTED 11 12" 12" " 12" —13" --13" T/PLATE ELEV. 10'-2 3/4" T/PLATE I rrmrtrt.rxuz , ELEV. 6'-10 5/8" --- T/EXIST. FIRST FLOOR FINISH FLOOR ELEV. 0'-0" — — — — — — — - T/NEW FIRST FLOOR SUB FLOOR _ ELEV. -1'-9 3/4" I I I j -------- B/FOOTING — — — — - ELEV. MIN.42" BELOW GRADE SOU EAST ELEVATION WEST ELEVATION ON SOUTH SIDE EAST ELEVATION ON SOUTH SIDE SCALE: 1/4" = 1'-0" #2 SCALE: 1/4"= 1'-0" EXTERIOR MATERIALS SCHEDULE EXISTING STRUCTURES TO REMAIN EXTERIOR CLADDING Vertical wood siding for paint. EXTERIOR TRIM 3 1/2"flat casings (for paint) ROOFING Match existing aluminum standing seam roof system for sloped roof. Grey EPDM for flat roof. GUTTERS&DOWNSPOUTS Integral copper lined gutters and 3" round led coated copper downspouts. DECKING Ipe to match existing. DECK POSTS Painted wood—match existing. Structural 4 x 4 wrapped in 3/4"cedar. FOUNDATION Poured concrete 3 Sam Fitzgerald Architect, PC A3.0 15 E. Putnam Ave.,#234 Greenwich,CT 06830 860.287.3808 Sam@sfapc.net DRAWING REVISIONS i 1 — LLU ; `� ; `� A3.07F] F T/PLATE ELEV. 10'-2 314" — — — — � A � � A � I LLL L � A � �UIIT7 — 12 �1 Match existinc T/PLATE — ! I� — — y DRAWING ISSUE ELEV. 6-10 5/8" 1 8/4/17 PERMIT I i T/EXIST. FIRST FLOOR FINISH FLOOR los ELEV. O'-O" RENOVATION AND ADDITION TO T/NEW FIRST FLOOR SUB FLOOR _ ELEV. 4-9 3/4" HANAU RESIDENCE 505 Ocean View Ave, Fishers Island,NY E1 ARO I Sheet Thle I B/FOOTING —,�'� i ----------------------------------------- ----- — ------ ------ 1 ELEVATIONS — ELEV. MIN.42" E F�AbEgi o I 1, 1S. ,i � �� Date NO. 029S Project OQ� 8/4/17 T9 Project 60-718 SOIUTHWEST ELEVATION Sca1e AS NOTED II TYPICAL NEW STANDING SEEM ROOF CONSTRUCTION -ALUMINUM STANDING SEEM ROOF SYSTEM WITH APPROVED UNDERLAYMENT TO MATCH EXISTING -314"CDX PLYWOOD SHEETHING - ROOF FRAMING WITH R-49 ICYNENE CLOSED 12" CELL SPRAY FOAM INSULATION -INTERIOR FINISH PER SCHEDULE 711 12" 12" 12" 1 3" TYPICAL FLAT ROOF CONSTRUCTION _ T/PLATE - EPDM TYPICAL NEW STANDING SEEM ROOF CONSTRUCTION ELEV. 12'-7" - RIGID INSULATION, TAPERED TO DRAIN MIN. "PER FOOT -ALUMINUM STANDING SEEM ROOF SYSTEM -314"APA RATED PLYWOOD W/8D NAILS @ 6" WITH APPROVED UNDERLAYMENT TO MATCH O.C.AT PERIMETER AND 12" O.C. IN FIELD EXISTING - ROOF FRAMING WITH R-49 ICYNENE CLOSED -3l4"CDX PLYWOOD SHEETHING - ROOF FRAMING WITH R-49 ICYNENE CLOSED LOFT CELL SPRAY FOAM INSULATION -AIR BARRIER CELL SPRAY FOAM INSULATION B/FACIA 207 - INTERIOR FINISH PER SCHEDULE - INTERIOR FINISH PER SCHEDULE — MATCH EXIST. ELEVATION AT KITCHEN _ T/PLATE _ _ BI FACIA _ ELEV. 6'-10 5/8" I I MATCH EXIST. ELEVATION AT SIDE PORCH II ' T/PLATE _ _ I I BEDROOM G Z I TYPICAL EXT.WALL CONSTRUCTION I i 0 I -314"SHIPLAPPED RANDOM WIDTH BOARDS ELEV. 4'-8" 1 1 N - HOUSE WRAP TYPICAL IPE DECK CONSTRUCTION BATH HALL o -518"CDX PLYWOOD SHEATHING o 0 -2 x 6's @ 16 O.C. W/R-20 INSULATION TYPICAL GARAGE FLOOR CONSTRUCTION -5/4 x 6 IPE BOARDS I NEW FLOOR CONSTRUCTION 119 114 N - INTERIOR FINISH PER SCHEDULE -MIN. 5.5"CONC. SLAB W/6 x 61.4 x 1.4 -DECK FRAMING PITCHED Y8" PER FOOT I -FLOOR FINISH PER SCHEDULE" o I I TYPICAL BLUE STONE PORCH CONSTRUCTION -AIR SPACE i WWF PITCHED Y8 -3/4PLYWOOD SUBFLOOR GARAGE DOORS -5" GRAVEL I I - FRAMING MEMBERS PER PLAN '� - 1.5" BLUE STONE TO MATCH EXISTING -6 MIL VAPOR BARRIER I I FILL CAVITY WITH INSULATION TO 100 I 1 - 1.5" MORTAR SETTING BED _ -2"XPS RIGID INSULATION (MIN. R-10) 1 I R-30 INSULATION. Co 4"CONC. SLAB W/6 x 61.4 x 1.4 WWF -5"TAMPED FINE GRAVEL _ T/NEW FIRST FLOOR SUB FLOOR I : _ I I PITCHED Y8" PER FOOT -WELL COMPACTED FILL ELEV. -1'-9 314" " -5"TAMPED FINE GRAVEL T/NEW SLAB AT GARAGE DOOR _- . RAT SLAB AT NEW CRAWL SPACE FOUNDATION WALL AT CRAWL SPACE ELEV.-3'-4" °ri ° Q -2" RAT SLAB CRAWL SPACE ° -3" ROXUL DRAINBOARD INSULATION (MIN R-15) -6 MIL VAPOR BARRIER N - BITUMINOUS WATERPROOFING MEMBRANE 5"TAMPED FINE GRAVEL FOUNDATION WALL PER A1.0 � p • _ B/FOOTING _ ELEVATION MIN.42" BELOW GRADE — B/FOOTING ELEV. -7'-5" 4) SECTION THROUGH GARAGE ADDITION SECTION THROUGH BEDROOMS SCALE' 3/8" = 1'-0° TYPICAL NEW STANDING SEEM ROOF CONSTRUCTION -ALUMINUM STANDING SEEM ROOF SYSTEM 12" WITH APPROVED UNDERLAYMENT TO MATCH EXISTING 7�� -314"CDX PLYWOOD SHEETHING -ROOF FRAMING WITH R-49 ICYNENE CLOSED 12" CELL SPRAY FOAM INSULATION1311 -INTERIOR FINISH PER SCHEDULE TYPICAL FLAT ROOF CONSTRUCTION AL FLAT ROOF CONSTRUCTION - EPDM - EPDM -RIGID INSULATION, TAPERED TO DRAIN MIN. Y4" PER INSULATION,TAPERED TO DRAIN MIN. " PER FOOT Sam Fitzgerald Architect, PC Y" PER FOOT -314"APA RATED PLYWOOD WI 8D NAILS @ 6" � -314"APA RATED PLYWOOD W/8D NAILS @ 6" " O.C.AT PERIMETER AND 12"O.C. IN FIELD - ROOF FRAMING WITH 12"ICYNENE CLOSED -ROOF FRAMING WITH R-49 ICYNENE CLOSED 15 E. Putnam Ave., O.C.AT PERIMETER AND 12O.C. IN FIELD Greenwich,CT 068300 CELL SPRAY FOAM INSULATION 860.287.3808 CELL SPRAY FOAM INSULATION - -AIR BARRIER Sam�sfapc.�et AIR BARRIER - INTERIOR FINISH PER SCHEDULE - INTERIOR FINISH PER SCHEDULE -- DRAWING REVISIONS _ T/PLATE B/FACIA _ ELEV. 6'-10 5/8" I MATCH EXIST. ELEVATION AT SIDE PORCH II � II II � II TYPICAL IPE DECK CONSTRUCTION I I a NEW FLOOR CONSTRUCTION N I I -314"SHIPLAPPED RANDOM WIDTH BOARDS o -FLOOR FINISH PER SCHEDULE -514 x 6 IPE BOARDS I o j HOUSE WRAP " - DECK FRAMING PITCHED Y" PER FOOT I I '-' -518"CDX PLYWOOD SHEATHING DRAWING ISSUE -314 PLYWOOD SUBFLOOR HALL HALL - FRAMING MEMBERS PER PLAN -AIR SPACE 1 I 0 2 x 6's @ 16"O.C. W/R-20 INSULATION 1 8/4/17 PERMIT 00 FILL CAVITY WITH INSULATION TO -5" GRAVEL ; I NEW FLOOR CONSTRUCTION 121 114 N I I - INTERIOR FINISH PER SCHEDULE R-30 INSULATION. I I -FLOOR FINISH PER SCHEDULE E I I TYPICAL BLUE STONE PORCH CONSTRUCTION II . T/EXISTING FLOOR FINISH FLOOR I I -3/4" PLYWOOD SUBFLOOR U_ -FRAMING MEMBERS PER PLAN - 1.5" BLUE STONE TO MATCH EXISTING ELEV. 0'-0" I I FILL CAVITY WITH INSULATION TO 00 I I - 1.5" MORTAR SETTING BED I R-30 INSULATION, R-19 MINIMUM. 1 I -4"CONC. SLAB W 16 x 61.4 x 1.4 WWF T/NEW FIRST FLOOR SUB FLOOR I I _ _ I 1 PITCHED g" PER FOOT RENOVATION AND ADDITION TO ELEV. 4-9 314" — -5"TAMPED FINE GRAVEL RAT SLAB AT NEW CRAWL SPACE FOUNDATION WALL AT CRAWL SPACE HANAU RESIDENCE -3" ROXUL DRAINBOARD INSULATION (MIIN R-15) 505 Ocean View Ave,Fishers Island,NY CRAWL SPACE -2" RAT SLAB ° -6 MIL VAPOR BARRIER '• • - BITUMINOUS WATERPROOF �' BRANE I -5"TAMPED FINE GRAVEL M p -FOUNDATION WALL P ° ARcy� Sheet Title �5 -IAN, .D .D ...°. C? \� FL--------------- SECTIONS I + "� D e n Date B/FOOTING ———————————————————————————— ��a+l ELEV. -7'-5" y �� - Project 8/4/17 O. 0293 pQ' 60-718 Scale SECTION THROUGH ENCLOSED PORCH SECTION THROUGH HALL 121 I AS NOTED � SCALE: 3/8��_- 1 -0�� WINDOW AND EXTERIOR DOOR NOTES Contractor to provide shop drawings for all windows for Architect approval. WINDOW AND EXTERIOR DOOR SPECS MANUFACTURER AS NOTED Anderson Arcadia WINDOW MODEL E-SERIES AS NOTED GLAZING Low-E4 Smartsun with Heatlock Low-E, U-factor 0.27 or better EXTERIOR FINISH Aluminum INTERIOR FINISH Primed JAMB THICKNESS 6 9/16" MUNTINS No grills TEMPERED GLASS All glass doors. Windows as noted EXTERIOR CASINGS 4" FOR PAINT HARDWARE FINISH T.B.D. WINDOW SCHEDULE TYPE MFR MODEL(S) TEMPERED COMMENTS INTERIOR DOOR SCHEDULE A ANDERSEN AWN3030 NO Door Hardware 2x AWN3018+AWN3040 (FIXED) BOTTOM Mark Type Width Height Thick Finish Material Type Finish B MULLED UNIT(SEE ELEVATION) AWNING ONLY 115 B 3'-0" 6'-$" 1318" PAINT WOOD PRVT TBD C CUSTOM SPECIALTY RECTANGLE YES 116 B 2'-6" PRVT 3'-0" D CUSTOM SPECIALTY RECTANGLE YES 117 A 2'-6" PSSGE 3'-0" 3'-0" 6'-0" E CUSTOM SPECIALTY RECTANGLE YES 118 B 1 31-011 PRVT 119 B 2'-6" PRVT ' EXTERIOR DOOR SCHEDULE 120 A 2'-6" PSSGE 1210MMITED Door Hardware 122 A 2'-6" PSSGE MARK MFR MODEL COMMENTS TYPE 123 B 2'-10" PRVT ��\ 100 ANDERSEN HP03068 ENTRY 124 A 3'-0" PSSGE 101 FGP6080 102 FGP10080 KEY: NOTES: 103 FGP10080 PSSGE- PASSAGE PAINT-COLOR, TEXTURE TBD ' \\ 104 FGP6080 PRVT- PRIVACY LOCK ' 105 HP13068 106 HP13068 INTERIOR DOOR TYPES 107 HP13068 108 ARCADIA 8250 A B 109 5000 FLUSH PANEL FLUSH PANEL 110 5000 SWING DOOR POCKET DOOR OANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN 111 5000 AWN30 0 O MULLED UNIT: O CUSTOM SPECIALTY O CUSTOM SPECIALTY O CUSTOM SPECIALTY 112 8250 AWN3018 OVER RECTANGLE WINDOW RECTANGLE WINDOW RECTANGLE WINDOW 113 TBD TBD GARAGE DOOR AWN3040 OVER AWN3018 114 TBD TBD GARAGE DOOR Sam Fitzgerald Architect, PC 15 E. Putnam Ave.,#234 Greenwich,CT 06830 860.287.3808 i Sam@sfapc.net DRAWING REVISIONS ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN 10o HP03068 101 FGP6080 102103 FGP10080 104 FGP6080 105106 HP13068 107 HP13068 6'-1 314" 11'-2" 6'-1314" -_—_---__ 9'-0" DRAWING ISSUE 1 8/4/17 PERMIT co co , co RENOVATION AND ADDITION TO � � o HANAU RESIDENCE �kSD AR\ 505 Ocean View Ave,Fishers Island,NY i Fel ��j. Sheet Title n * WINDOW SCHEDULE 108 ARCADIA 8250 109 110 111 ARCADIA 5000 112 ARCADIA 8250 113 114 GARAGE DOOR Tq410. . 020", oQ�" Date 8/4/17 M AV O 3'WIDE DOOR WITH SIDELIGHT �0 O 3 WIDE DOOR WITH SIDELIGHT r Profen 60-718 Ako 0 Scale p ('[ AS NOTED II (gam v, –"@G--` R R ----------------- �' \�\ 0 - -------- ----------------------------------------------------------------------------------------------- ELECTRICAL SYMBOL LEGEND bVVIIL;H 3 WAY SWITCH --- i4 ------------------ $ 4(OR 5)WAY SWITCH 4 $ J JAMB SWITCH DUPLEX OUTLET.SEE INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS AND ORIENTATIONS DUPLEX OUTLET HALF SWITCHED.SEE INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS AND ORIENTATIONS L43 DUPLEX OUTLET WITH GROUND FAULT CIRCUIT IF INTERRUPTER. WATERPROOF EXTERIOR OUTLET. QUADROPLEX OUTLET HALF SWITCHED. WALL MOUNTED DECORATIVE FIXTURE F.B.O.VERIFY BOX SIZE AND MOUNTING REQUIREMENTS, SURFACE MOUNTED EXTERIOR LANTERN. SURFACE MOUNTED CEILING FIXTURE F.B.O.VERIFY BOX SIZE AND MOUNTING REQUIREMENTS. sPROPOSED S SECOND�ND�FLOOR PLAN A�N *< nn %1P RECESSED LIGHT 4EXTERIOR WATERPROOF FIXTURE. *0 A . 11C � %P RECESSED WATERPROOF RECESSED GIMBAL LIGHT EXHAUST FAN L-2 L-1 L-2 L-1 UP LIGHT ti Rill 11- p C9= PATH LIGHT UP UTILITY/GARAGE LIGHTS A-------------- IF WALL WASHER-BELFER LV L-11-21 LANDSCAPE LIGHT - ----------------------------- L-3 WP 7 ALL FIXTURES SHALL BE DIMMABLE WITH A DIMMING SWITCH V / \ Sam Fitzgerald Architect, PC R R R R R 64 nR R Val R ------- R 15 E. Putnam Ave.,#234 'or T— R R R ^R Greenwich,CT 06830 ' _ – _ / _R R 860.287.3808 Sam@sfapc.net P J -J j` L i+ f t �6-0" DRAWING REVISIONS 5'-0" / I ` / I I I II - � / J 1W rION DRAWING ISSUE ---------- ------------- 1 8/4/17 PERMIT R/ p ------ --- --- R i ,0 0 4?� R LJL R L RENOVATION AND ADDITION TO L-3 ------------------------------ - __ \ -� HANAU RESIDENCE 505 Ocean View Ave,Fishers Island,NY ----- - ---------- Sheet Tide ELECTRICAL PLANS ,;�, t'-'�,' ` � i ,4ti`��pfd,x., �7 Date tp 8/4/17 NO. 0? lop, Project t4r 7t, '�U 11"W51 FLUOR EL.ECTRIG 60-718 PROPOSED FIRST FLOOR ELECTRICAL PLAN PROPOSED G 1 0 Scale -SCALE' 1/4� AS NOTED DESIGN ACCORDING TO Optimal 22X' 2015 IRC/106 UNIFORM CODE SUPPLEMENT REQUIREMENTS: Optimal 2v� COLUMN AND HEADER LEGEND: 10' 0! 30' 30' WIND SPEED: 140 MPH 3 SECOND GUSTS Allowable Joist Depth Below (in.) C1 32"X3%" LSL POST DOWN: Model No Single Bott. Plate Double Bott. Plate SEISMIC DESIGN CATEGORY: B AC4 POST CAP, USE MAX FASTENERS Min. Max. Min. Max. SNOW LOAD: 30 PSF CB44 POST BASE X"Max SDWF2716-TUW 8 1/2 10 1/2 6 7/8 9 3" +/- 1/4" SDWF2720-TUW 12 1/2 14 1/2 10 7/8 13 @ "X3Y2"WIND EXPOSURE CATEGORY: C 3 2LSL POST DOWN: SDWF2724-TUW 16 1/2 18 1/2 14 7/8 17 ROOF HEIGHT: 20 FEET AC4 POST CAP, USE MAX FASTENERS. DWC15600 SDWC15600 SDWF2726- UW 18 1/2 20 1/2 16 7/8 19 1 .29 ADJUSTMENT COEFFICIENT UPSIDE DOWN AC4 POST BASE, USE MAX FASTENERS. C3 3 2"X7%" LSL POST DOWN: '-0" ECCQ44SDS2.5 POST CAP DOUBLE TOP PLATE TO STUD CONNECTION, RAFTER TO TOP PLATE CONNECTION, MAXIMUM ROOF SPAN: 12 STUD/RAFTER SPACING: 16" O.C. CB48 POST BASE TYP. AL STUDS TYP. ALL RAFTERS MAX UPLIFT AT RAFTER CONNECTION: 263 LBS PER RAFTER SDWF PER TABLE @ 48"ALLOWABLE UPLIFT PER SDWC15600 RAFTER - TOP PLATE/BEAM: 615 LBS PER STUD H1 (1) 2X6 HEADER SU POO.0AT ALL RAFTER @ SUPPORTING WALLS ALLOWABLE UPLIFT PER SDWC15600 @ STUD - TOP PLATE: 590 LBS PER STUD Bottom plate ALLOWABLE UPLIFT PER SDWC15600 @ STUD - BOT PLATE: 450 LBS PER STUDIV ALLOWABLE UPLIFT PER SDWF @ PLATE TO PLATE THROUGH RIM JOIST: 1200 LBS @ 48" O.C. - (400 LBS PER RAFTER) Subfloor ALLOWABLE UPLIFT PER LSTHD8 OR LSTHD8RJ @ STUD - FOUNDATION: 31115 LBS (2,700 LBS @ CORNER) • SDWC15600 at single °00• ALLOWABLE UPLIFT PER AC4 BEAM-COLUMN:: 2,500 LBS (278 LBS PER RAFTER @ MAX SPAN) bottom plate over ° • @ wood floor ° ° ALLOWABLE UPLIFT PER ECCQ44SDS2.5 @ BEAM-COLUMN: 41040 LBS °° ° • ALLOWABLE UPLIFT PER CB44 OR CB48 @ COLUMN-FOUNDATION: 61710 LBS (745 PER RAFTER @ MAX SPAN) SDWF MAY BE OFFSET • FROM VERTICAL IMAX • RIM joist / Blocking ° . STANDARD REQUIREMENTS: 1 . ROOF SHEATHING: 1/2" PLYWOOD WITH 8D NAILS AT 6" ON CENTER AT PANEL EDGES ° 0 0 ° • 2. STRAP BETWEEN HEADERS 8' -0" AND GREATER TO JACK STUD: SIMPSON H6. 3. EXTERIOR PLYWOOD SHEATHING: 1/2" PLYWOOD WITH 8D NAILS AT 6" ON CENTER AT SIMPSON Stron9'�e® ° PANEL EDGES UNLESS OTHERWISE NOTED. e ' s AC4 LSTHD8 4. SEE NOTES ON DRAWINGS ON S1 .0 AND S1 .1 FOR ADDITIONAL REQUIREMENTS. ° ° SDWC15600 at Fill all round and double top plate triangle holes for maximum load POST TO BEAM CONNECTION, TYP. U.N.O. STUD TO BOTTOM PLATE AND DOUBLE TOP FLOOR TO FLOOR OR MUDSILL CONNECTION STUD TO FOUNDATION AT DOOR, WINDOW, PLATE TO STUD CONNECTION, TYP. ALL STUDS THROUGH RIM JOIST OR CORNER OF ROOF BEARING WALL. LSTHD8 CAST INTO CONCRETE @ CORNERS OF THIS WALL I---------------------------------- --_ --------_-----r--- ---------------------------------------I I 7 -------- --------------- (2) 13/"x11%" LVLs DROP BEAM j IL------------------------- --- -------------- -- — --_—___— ---------------------------_I I _ _ I[ .7 I—®I 1 \ LSTHD8 CAST INTO CONCRETE@ CORNERS AND` \ WINDOW EDGES THIS WALL II I I _--------� I Sam Fitzgerald Architect, PC i � I I N0. 1 DOUG FIR 2X8 I I — J _J 15 E. Putnam Ave.,#234 \ CEILING JOISTS @ I ! I Greenwich,CT 06830 , \ 16" O.C.AT LANDING j I w I j j 860.287.3808 :' :. I p I i info®samfitzgeraldarchitects.com cow DRAWING REVISIONS C5 co LU / c } f I 0 / / cn :\ U.1 I I C3 co I I co o I I DRAWING ISSUE I I I 1 8/4/17 PERMIT — (3) NO. 1 DOUG FIR 2X8 DROP BEAM ( I ! � 7 ' (3) NO. 1 DOUG FIR I I ' 2X8 DROP BEAMRA F. W t--------I RENOVATION AND ADDITION TO - - - - - - - I . Al I Oceanview Ave,Fishers Island,NY T �0 / r O Sheet Tide — -- — — — — — -- — - — — — — — — -Z - — -� I j n FRAMING PLANS ii----------- ----------------- — --—_------__------------------ ---------- — — —a .^ T� 4�0• 0293°'g „Q� Date 8/4/17 LSTHD8RJ O CONCRETE @ 60-718 CAST INTO CONCRETE @ LSTHD8RJ CAST INTO CONCRETE @ LSTHD8RJ CAST INTO I ,� ' Project FI . ..>," I" FLOG R FRAMING PLAN CORNERS AND DOOR EDGES THIS WALL CORNERS AND DOOR EDGES THIS WALL CORNERS AND DOOR EDGES THIS WALL r Scale AS NOTED L ALE: 1/4" = 1'-0.. II 2X6 a �! (2) NO. 1 DOUG FIR (2) 2X6 (2) N0. 1 DOUG FIR 2X12 (2) N0. 1 DOUG FIR 2x6 DORMER RAFTERS,TYP. UNDER 2x6 DORMER WINDOW HEADER ALL DORMER WALLS. WINDOW HEADER = -- —^^ — s t -- - - - A x E i NO. 1 DOUG FIR 2X8 / �O RAFTERS @ 16'O.C. N 1 DOUG FIR 2X1 N . 1 OU FI 2X1 DOOR HEADER �-- UP TO RIDGE >v. BEAM C2 C3 C2 (2) 14"x54"LVLs ° ` ' r \ \ UP OTO RIDGE HEADER GARAGE DOOR HEADER (j BEAM N O 0 W N 1 OU FI 2X1 LL N . 1 OU FI 2X1 Z I �\ \ h'N i -- _ i - --- - : — — '` (2) NO. 1 DOUG FIR 2X12 NO. 1 DOUG FIR 2X10 RAFTERS RAFTERS, TYP. UNDER @ 16"O.C. IN DORMER ROOF, ALL DORMER WALLS. TYP.ALL DORMERS j� (2) 1 4"x14" LVL (2) NO. 1 DOUG FIR 2x6 (2) NO. 1 DOUG FIR 2x6 RIDGE BEAM DORMER WINDOW HEADER DORMER WINDOW HEADER SLOPED ROOF FRAMING PLAN SCALE: 1/4"= 1'-0" (2) 14"x74" LVLs (2) 14"x74"LVLs (2) 14"x74" LVLs (2) 14"x74" LVLs (2) 14"x74" LVLs C1 C1 FLUSH BEAM FLUSH BEAM C1 FLUSH BEAM FLUSH BEAM FLUSH BEAM C1 C1 (2) NO. 1 DOUG C1 FIR 2X10 HEADER C1 C1 C1 C1 i i 1 - - ^ - - - - - -- - - -- - - - - --- --- - - - - - -- - -- - - - -- 1 - - - - - - - -� � - - - - - - - -- - - -- 13 "x7 "LVL ,� /a Ya o FLUSH BEAM Of 0 � v 14"x74" LVL CO ;.- o x H1 FLUSH BEAM FRAME OPENING WITH MATCHING JOIST J � k NO. I DOUG FIR 2X8 CUT NEW STAIR OPENING l Sam Fitzgerald Architect, PC y. RAFTERS 16"O.C. N0. 1 DOUG FIR � � @ FROM EXISTING JOISTS. 2X10 HEADER I 1 BEAR EXISTING CUT JOISTS ON WALL BELOW. 15 E. Putnam Ave.,#234 C1 =_,-_ - \ I -__- C1 Greenwich,CT 06830 4 7 i — EXISTING FLOOR i 860.287.3808 NO. 1 DOUG FIR 2X8 FRAMING TO REMAIN info®samfitzgeraldarchitects.com (2) 134"x74"LVLs CEILING JOISTS @ L DOOR HEADER i DRAWING REVISIONS 16 O.C. UNDER LOFT ' (2) 1/"x74"LVLs EXSTING BEAM DOOR HEADERNO, 1 DOUG FIR 2X TO REMAIN _. < RAFTERS @ 16" O.C. Cl (2) NO. 1 DOUG FIR C3 (2) NO. 1 DOUG FIR C1 ; EXISTING FLOOR FRAMING TO j w 2X10 DOOR HEADER 2X10 DOOR HEADER �� REMAIN, INFILL OLD STAIR a . (2) NO. 1 DOUG -- ' r FIR 2X8 DOOR --- - - (2) 13/ x94 LVLs (2) 1� x94 LVLs --- - - --- - -- FLOOR JOISTS AS n n 3 " n NTNG WITH MATCHING / r HEADER DOOR HEADER DOOR HEADER NEEDED DRAWING ISSUE r--------- ---- --� ° 1 8/4/17 PERMIT (3) 14"x24" LVLs FLUSH H1 ; (2) N0. 1 DOUG BEAM BOLTED TO `.. FIR 2X8 DOOR EXISTING RIM JOIST 1 Co �? HEADER I OC RENOVATION AND ADDITION TO W 1 I 0 9 HANAU RESIDENCE Z ----- ----- - -- --- - - ---- ��FiyD ARCOceanview Ave,Fishers island,NY �� A M F p � Sheet Title - (2) 14"x94" LVLs BEAM (2) 14"x94"LVLs BEAM (2) 14"x94" LVLs BEAM (2) 14"x94"LVLs BEAM \ " m _x C1 C1 C1 C1 C1 C1 ""� ` � 4: Lp FRAMING PLANS aa. 0293Q Date 08/04/17 O Project Scale 60-718 AS NOTED SECOND FLOOR / LOFT / FLAT ROOF FRAMING PLAN SCALE: 1/4"= 1'-0" I"