Loading...
HomeMy WebLinkAbout47089-Z ��o�O��FFOt Town of Southold 11/28/2023 P.O.Box 1179 o �. 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44775 Date: 11/27/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1160 Oakwood Dr., Southold SCTM#: 473889 Sec/Block/Lot: 70.-12-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/12/2021 pursuant to which Building Permit No. 47089 dated 11/8/2021 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 screened porch, attached garage and terrace,to existing single family dwelling as applied for. The certificate is issued to Ramsey,Gregory&Nellie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47089 11/20/2023 PLUMBERS CERTIFICATION DATED 11/22/2023 TeWgovat4qmbing&1#ating AAf no iz d gnature SUfFet,r TOWN OF SOUTHOLD �oGy BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE 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#: 47089 Date: 11/8/2021 Permission is hereby granted to: Ramsey, Gregory 1160 Oakwood Dr Southold, NY 11971 To: Construct additions and alterations to existing single family dwelling as applied for, and with DEC approval. At premises located at: 1160 Oakwood Dr., Southold SCTM #473889 Sec/Block/Lot# 70.-12-29 Pursuant to application dated 5/12/2021 and approved by the Building Inspector. To expire on 5/1012023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,491.20 CO-ADDITION TO DWELLING $50.00 Total: $1,541.20 Building Inspector O�J�OF SO(/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road CA P.O.Box 1179 �Q sean.devlinCa)_town.southold.ny.us Southold,NY 11971-0959 �,;reA- BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gregory Ramsey Address: 1160 Oakwood Dr city:Southold st: NY zip: 11971 Building Permit#: 47089 Section: 70 Block: 12, Lot: 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITR THE NATIONAL ELECTRIC CODE Contractor: Electrician: REP Electric License No: 46288ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition IX I Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 22 Ceiling Fixtures 12 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 41 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 14 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 2Q 4'LED 1 Exit Fixtures Sump Pump Other Equipment: Floor Heat, Mini Split Notes: Two Story Addition Inspector Signature: Date: November 20, 2023 S. Devlin-Cert Electrical Compliance Form Town Hall Annex �^ �� Telephone(631)765-1802 54375 Main Road P. O. Box 1179 y Southold, NY 11971-0959 ; a BUILDING DEPARTMENT TOWN.OF SOUTHOLD CERTIFICATION Date: Z2 Z 3 Building Permit No. Owner: 6 p6& %Zy�--�A�. e (Please print) Plumber: AAA—ram (Please print) I certify that the solder used in the water supply system contains less than 2 1% lead. (Plumbers Signature) Sworn to before me this6 day d V"Mt&�20 g3 Notary Public, g- County JENNA KOCKENMEISTER Notary Public,State of New York Re,.No.01K06402096 Qualified in Suffolk County Commission Expires December 23,2023 1 �OF SOUTyO# D TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f�1 GZ I�v,s ��- e� rfuluf2l- nof cl-a�- - -h 4pmp-og�L" G� //yw� opouivi A) DATE INSPECTOR df *r3f SO # # TOWN OF SOUTHOLD BUILDING DEPT, cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION { ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [/ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: G ` g eve r DATE 2 2?/ INSPECTOR _��� hO�aOF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. coom, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Mvw,� m v yk*606bvvAlkis 6�,I- CJ DATE 1/ INSPECTOR 1 Of souryo6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /FOUNDATION DATION 1ST [ ] ROUGH PL13G. 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:-, �h oYln !i 0� DATE INSPECTOR �, l�� of SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O [ ] RENTAL REMARKS: 1 a, y � �- C& 0VQ DATE Y INSPECTOR ' 50UTy�lo H 7 6)E-,q 1160 �G �fi✓(/� # # TOWN OF SOUTHOLD BUILDING DEPT. �yM,nuer+a�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: DATE i 3 2 INSPECTOR AtMITSUBISHI ELECTRIC SPLIT-SYSTEM HEAT PUMP CERTIFIED0 Unitary Small HP Unification ipplics, r CONFORMS TO ANSI/UL STD. 1995 C us CERTIFIED TO ua,ev CAN/CSA STD. C22.2 NO.236 Intertek <H> 4007805 MODEL MUZ-G L 15 N A SERVICE REF.M U Z-G L 15 N A - o VOLTS PHASE Hz UNIT SUPPLY 208/230 1 60 MAX.VOLTAGE 253 MIN. VOLTAGE 187 APPROVED FOR HACR BREAKERS OR TIME DELAY FUSES. MAX.FUSE 15 AMPS MIN.CIRCUIT AMPACITY 10 F.L.A. W(OUTPUT) FAN MOTOR 0.50 55 R.L.A. L.R.A. COMPRESSOR 7.4 9.3 SCCR 5 kA REFRIGERANT R410A FACTORY CHARGED 2 LBS. 9 OZ. IF THE LIQUID LINE EXCEEDS Tr, FT., PLUS 1.08 OZ. PER ADDITIONAL 5 FT.LIQUID LINE. DESIGN PRESSURE PSIG 601 HI SIDE 320 LO SIDE 'SUITABLE FOR OUTDOOR IN TALLATION. { WEIGHT 81 LBS. 5 SERIAL NO. 1ZC17095 r t (16 • AUN023 Y, ITSUBISHI ELECTRIC CORPORATION DE IN MEXICO JG79J652H19 BUILDING Err. TOIA-N v F olp. `I 44 �.. #� t -- - - �1 s�. � --�'� '� S =' � .. ��:k__ -ter. �: .4 �` -,��� �r .. . . _�__ ¢�. �.. 4 E 1 I 4 r _ dr �7 w' L e v:�'` f► �,may,"1 j r .�..�,,'gyp •� FOUNDATION(ISTj'► • 1 • 1 1z OF III E ISM W ROUGH FRAMING:& .• CAM W rim ` .. INSULATION.PER N.-Y. STATE ENERGY • 1 ® _ AUNR UP ADDITIONAL COMNENTS i �o TOWN OF SOUTHOLD—BUILDING DEPARTMENT a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 o� a� Telephone(631)765-1802 Fax(631)765-9502 httpsJ/www.southoldtownny. ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only t _3 S_ PERMIT NO. 7eqg Building Inspector: f MAY 1 2 ?_021 Applications aril;forms must be filled out.in their entirety: Incomplete :applications will`not,be accepte&, Whge the Applicant is not'theiowner;.'an;-" _ On wer. Authorization form(Page 2j shall be completed. Date:May 11 th 2021 6WNER(S);'0'- OP PRERTY: :,., ,Na mee Greg Ramsey -- _ SCTM#1000-1000-70-12-29 Project Address: 1160 Oakwood Drive Southold NY 11971 Phone#: Email:rmZrefleX@aol.com- Mailing Address:235 E. 11 th Street New York NY 10003 CONTACT PERSON Name:Joan Chambers Mailing Address:PO BOX 49 Southold NY 11971 Phone#:(631")294-4242 Email:press,TARTpprmits@gmail,.com DESIGN�PROFESSIONALINFORMATION Name: Michael Barclay, ,Architect Mailing Address:235 E.- 11 th Street New York NY 10003 Phone#:(917)601-0140_ _ Email: ,CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DES,,CRIPTION OF.'I?ROPOSED CONSTRUCTION:'' ❑New Structure lilAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Cither $ Will the lot be re-graded? ❑Yes DNo Will excess fill be removed from premises? ❑Yes I]No. 1 T ATION VR0PERTY1NFdkM E.xi.sti,ng use.o I f property:Single Fa.rrl-i1,y R1e.Sid.e.nt.ia,1. Intended use',of 11 p.ro perty__Same: ,,. ,, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-4- 0 this property? E]Yes [i]No IF YES, PROVIDE A COPY. After ea in *at&'Issijds"ai pr6idded'*' .".L` ft 'd—'g:,,,The'&vner/cofit6ai rail i rainage and d' -Chapter'236o n- the TowCode.'APPLICATIOWIS HEREBY MADE to,the,BuIIdIng DepartmEirit for,thc�•iisuiri�.e Ing Permit pursuant-to the Building Zone � �Ordinance oIk,County,New other applicable La�vi,'-Ordinances.or Regulations,for the nitrucil6noi6uiiiings,add , it p applicant,agrees to comply with laws,­;6fdnan4Ls,l Id ng.cqd e,,,� hou'sing necessary Inspections; ,,punishable las a Class A ffiisd6fti6ano.pursuant to Section 210.45 of tfiiNew York Sta ;Pena Application Submitted By(print name):Joan Chambers QAuthorized Agent ElOwner Signature of Applicant: '7hW Chmllgn bin Date: 5/11/2021 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York I SS: No.0IBU6185050 COUNTY OF Suffolk Qualified in Suffolk County Commission Expires April 14,2iX� Joan Chambers I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work-will be performed in the manner set-forth in the application file therewith. Sworn before me this �ay of . 202L Lo—n r�- L /6vv Notary Public PROPEK11 OWNER AUTHORIZATION (Where the applicant is not the owner) I, Greg Ramsey residing at 235 E. 11 th Street New York NY 10003 do hereby authorize Joan Chambers to apply on my behalf to the Town of Southold Building Department for approval as described herein. Gregory S.Ramsey[May 12,202111:24 EDT) 5/11/2021 Owner's Signature Date Greg Ramsey Print Owner's Name 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC IO 1-4738-04610 ' onmen a1�Conservation Law '� .� ``'v� V Under the Environmental DD Permittee and Facility Information OCT 7 2021 Permit Issued To: Facility: BraLDITNIO DEPT. GREGORYINELLIE RAMSEY RAMSEY PROPERTY .l z , ,. a)T1.TOLD 1160 OAKWOOD DR it 60 OAKWOOD DR(SCTM#14�0=' 252§ SOUTHOLD,NY 11971 SOUTHOLD,NY It 971 (917)951-6476 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 716.855 NYTM-N: 4547.725 Latitude: 41°03'06.8" Longitude: 72125'l0.6" Project Location: 1160 Oakwood Drive, Southold,NY 11971 Authorized Activity: Construct new 24 foot by 34 foot garage and accessory structures, including a screened porch and terrace,to an existing single family dwelling. Construct new driveway and parking areas. All work shall be done in strict conformance with the attached plans prepared by Michael Barclay,dated 5/1/2021,and stamped"NYSDEC Approved"on 09/22/2021. SAP-1-09-013 Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04610/00002 New Permit Effective Date:912212021. Expiration Date: 9/21/2026 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:KEVIN A KISPERT,Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790-3409 .Authorized Signature: !" Date NEW YORE€STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-046I0 Distribution List Bureau of Marine Habitat Protection Torey K.Kouril Permit Components. NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Permit Attachments Site Plan 5/1/2021 NATURAL RESOURCE PERMIT CONDITIONS.-Apply to the Following Permits:TIDAL WETLANDS I. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Michael Barclay,dated 5/l/2421,and stamped"NYSDEC Approved"on 09/22/2021. 2. Regulated Activities Authorized By This Permit This permit authorizes only those regtflated activities/structures identified under the section Description of Authorized Activity.NYSDEC does not issue after-the-fact or as-built permits.This permit does not authorize activities,or legitimize the existence of structures,which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 3. Notice of'Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project:,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 4. Post Permit Sign The permit sign enclosed with this permit sha11 be posted in a conspicuous location on the worksite and adequately protected from the weather. 5. Failure to beet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. Page 2 of 7 r "NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION +/ V C lity DEC ID I-4738-04610 6. Accessory Structures Must Be At Least 75 Feet Landward of The Wetland Boun ary This d permit authorizes the construction of new accessory structures located in the adjacent area at the prescribed minimum setback only.Structures located in tidal wetlands, or structures in the adjacent area but located less than 75 feet from the wetland boundary,are not authorized. 7 Development Restrictions New accessory structure construction projects authorized by this permit must meet all of the applicable development restrictions of 6 NYCRR Part 661.6(a)(1), (4)and(7); The?5 fbot minimum wetland setback requirement for all principal structures and aU non-water- dependent structures exceeding 100 square feet in area. -The 20%maximum adjacent area coverage limitation for impervious structures and surfaces. -The 75 foot minimum wetland setback requirement for all hard surface driveways,roads,parking areas and sinular impervious surfaces exceeding 500 square feet in area. 8. No Changes to Septic System This permit does not authorize any alteration,expansion or replacement of existing septic systems. 9 Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. to. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary,or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 11. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longerthan 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSI:LC approved devices)placed on the seaward side between the till and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 12. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit,whichever comes fast. 13. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a 2 inch/24 hours precipitation event.All drywells shall be located a minimum of 75 feet landward of the tidal wetland boundary. 14. Clean Fill Only All fill shall consist of clean sand,gravel,or soil(not asphalt, slag,fly ash,broken concrete or demolition debris). is. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID I4738-M6I0 GENERAL CONDMONS-Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records, is subject to inspection,at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or',facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. z. Relationship of this Permit to Other Department Orders and determinations Unless expressly provided for by the Department,issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application trust include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony Brookj50 Circle Rd Stony Brook,NYl 1790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations:Tidal Wetlands. Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FadUty DEC ID 1-473&04610 S. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify,suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 6of7 �g�FFO[Jt ILDING DEPARTMENT-Electrical Inspector ► O . � TOWN OF SOUTHOLD o To all Annex- 54375 Main Road - PO Box 1179 _yfj Southold, New York 11971-0959 sU��o� ouvvAOI-Telephone (631) 765-1802 - FAX (631) 765-9502 To\w of s rogerr(@-southoldtownny.gov - sea nda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: r 1 Electrician's Name: License No.: L. Co aY►,\p_ Elec. email: j2�, / C G r Q kr.,41.Z, Elec. Phone No: 3 7G ba I request an email copy of Certificate of Compliance Elec. Address.: P 0 6 ox 6 3 A ' JOB SITE INFORMATION (All Information Required) Name: ess: j. ( Go oQku>oaJc /.)rt j Ue cc ,14,4J 1 Cr t: 11 6 O � ),I/ U o_ Phone No.: 6o Bldg.Permit#: V /";,O `6 1 email: Tax Map District: 1000 Section: 10 Block: 19, Lot: 2-cl BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Selz U'/ Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES NO ERRough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO issued On Temp Information: (All information required) Service Size11 Ph❑3 Ph Size: 8-7 A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconn;6rvicoe?'�!'� d # Underground Laterals 1 H Frame Pole Work done on Y N Additional Information:. _ _1_1 0 le PAYMENT DUE WITH APPLICATIO b� ,� l fFa �®�F�pt�:c® ILDING DEPARTMENT- Electrical Inspector f�® U TOWN OF SOUTHOLD �h® r �� d 3�� To -, all Annex - 54375 Main Road - PO Box 1179 CC o • ��� Southold, New York 11971-0959 NUy��S')°uc O'Telephone (631.) 766-1802 - FAX (631) 765-9502 rogerr(a_southoldtownny.gov — sea nd(a)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: f✓� l '` Electrician's Name: 2U��� T M _ License No.: is �`� \� Elec. email: a Elec. Phone No: 6-314 26 �,� I request an email copy of Certificate of Compliance Elec. Address.: o 6 ;3� 5-2- JOB SITE INFORMATION (All Information Required) Name: 21-3--w � i Address: 1 l G d v aifc wo-6 ec 2)q U6 �.o u ` 14-a i J Cres t: f f(0 0,p ,�v i2 I U o 4 V //Zi Phone No.: 3 6 7 6o_3 �_ Bldg.Permit#: 1/ 7 D �C, email: Tax Map District: 1000 Section: 710 Block: 19, Lot: 2ci BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print/Clearly): ),00 11l N 1�glz 2 t,411j1S -sew e/) " Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES N NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO issued On Temp Information: (All information required) Service Size191 Ph❑3 Ph Size: U� A # Meters Old Meter# ❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect ' deKgrorrnd�Ov d # Underground Laterals M 1 (H Frame 0 Pole Work done on§�rvice? PY MN f Additional Information: d G �P 6__�) ' 6) l eo PAYMENT DUE WITH APPLICATIO PERMIT 9 Address: Switches IOutlets 0FI's Surface (. Li onces I H _; s I 1u ( I UC Lts — 1 Fans Fridge HW Exhaust Oven WID Smokes DW Mini i -arbon Micro Generator �� -ombo �1 , Cooktop r Transfer n1 AH Hood Service Amps Have Usec -pedal omments A MAY U 4 2023 L BU!lAIn1GDEPT. T0WNOFSOUTHOLD OV9 -1-D rz, Z- Dwyer, Nancy From: Joan Chambers <joanchambers10@gmail.com> Sent: Friday, October 8, 2021 10:42 AM To: Dwyer, Nancy Subject: Re: 1160 Oakwood Thank-you Nancy, I will forward this to the architect and owner and provide you with revised drawings as soon as possible, Joan On Fri, Oct 8, 2021 at 10:39 AM Dwyer, Nancy<nancvd@southoldtownny.gov>wrote: Joan, i I reviewed the plans this morning for the Ramsey addition,there are revisions to the drawings and additional info needed which the architect will need to prepare before I can issue this for permit. I'll list all here in the email so you can forward to the architect. n�iv`'•'�At the top of the stairs to the second floor,there is insufficient landing space provided before entrancing the master bedroom door. He will need to revise this layout to accommodate proper floor area-min. 3'-0"walking space. •✓All new bathroom windows need to be tempered,with the exception of"I" in the master toilet room. • The window at the stair landing needs to be tempered. •VPlease indicate all smoke and carbon detectors as per code. Zst floor needs to show bedroom doors; please label all interior door sizes. •Voundation is lacking structural detail for wall construction. Please specify if it is poured or block walls. If giving the option for either,then I will need details for each. 9 /Indicate footing sizes. •�s the bilco completely new..walls and all? Or is it just the hatch door itself? If this is new walls then I will need details of the construction as well as how it is being fastened/pinned into the existing wall. •/Iramed walls within the basement were supposed to be removed as per the inspector's notes in 2018. If you are proposing them now,we need a detail of the construction and the spaces proposed;egress may be /required. • The upstairs master deck, need detail of the cantilevered joists.. blocking? insulation?connection to headers? If you or the architect have any questions regarding the requested info, please feel free to reach out. I Thank you, c Nancy i I ✓Vancy Dwyer Building Permits Examiner Town of Southold Building Department i DD PROPOSED FIXED ELEVATED PIER rjD 10 4' WIDE X 30' LONG W/ THRU-FLOW DECKING SEP 2 4 2018 o OAKwOOD 8 OVER WETLANDS LIMITS SHOWN ON PLAN b DRIVE PROPOSED 8"0 CCA PILES (TYP.) Southold Town PROPOSED 30" WIDE X 14' LONG Board of Trustees6 ALUMINUM HINDGED RAMP 1 - N83"05'30"E ' 30 - —- PROPOSED 6 WIDE X 20 LONG 4 FLOATING DOCK SUPPOORTED W/ 151 B3' - - W 4 10"0 CCA PILES& CROSS-BRACES NBA"22'10"E - TO HOLD FLOAT MIN. 30" OFF BOTTOM EXISTING'GRADE ca 0 - z .L.W EL .0.00± A O � m - ASPHALT DRIVEWAY _ y�GsF VEGETATED WETLANDS LOCATED AS LOCATED 0 �F -4 BY J. PATANJO ON 5-2-18 z TYPICAL SECTION 1 1 SCALE: H: 1 =20" ' s - - - - - . .-... .APPROVED BY = �' � ; -,•"`4 °_ o� BOARD-OF TRUSTEES �� TOWN-OF SOUTHOLD tiSr>b V DATE- ear P�i2 �7� 201� � ♦ - ��unl .-,gip 6_�..�-Q- -- f�a---� •� �.; �„� �, REIWHS OF ETDSDNG DOCK TO BE R01WED ! 1 ♦?� E aSTING VEGETATED WETLANDS AS c,a -�s.ao _ =`y` =� d ✓Y ° �� u LOCATED EIY I PATANJO ON 5-2-18 400•� r ����� I AA PROPOSED OPEN-WAE DECKNG TO BE .y A Goofs NK4 •d / S y W W W y W W �'W 6 W .1�.•! INTERL C"PANELS OR EQUAL W W W W W W • - 6;.•�M`� PROPOSED ED ELEVATED PIER.30'I=x V TIDE LOCATION MAP ® 511PPORM WITH 810 PILES O B O.0 (1YPI AL BOTH SIDES) -nDPOSED AM UM PROPERTY OWNER: N.T.S. NOTES: �♦ . yvkA �!� �. 14 LONG x__ TTroE� GREGORY RAMSEY 1. ELEVATIONS REFER TO N.G.V.D. 1929 DATUM ��5' ry0 PROPOSED 20 x S'WIDE ELOATUIB DOCK NELLIE RAMSEY SIJPPORTED amM(4 0 PILES a cis-BRACIEs Proposed Pier Permit PlansfDAE 1160 OAKWOOD DRIVE 2. LOT AREA: 41,581 S.F. / 0.954 ACRES A9 56 PROPOSED VjSSM TO BE 22'LONG x B•BEAR SOUTHOLD, NY 11971 PROPOSED PLAN - - 3. PORTIONS OF PLAN FROM SURVEY PREPARED BY: ! } ;�� PECONIC SURVEYORS, P.C. ► O So PREPARED BY: O �� JEFFREY PATANJO SECTION & LOCATION MAP^' �,� P.O. BOX 582WATER DEPTH REFERENCED TO MLW AS ;�� $f BOHEMIA, NY 11716 1160 SOUTHOLD, TOWNOD DIVE LD MEASURED BY ROBERT FOX 11-14-17 �.. �QO 631-484-9332 sUFFOLx coUNTY NY JJPATANJO@GMAIL.COM TAX MAP NO. 1000-70-12-29 SURVEY OF PROPERTY 0 A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, NEW YORK 1000-70-12-29 SCALE: 1'=30' JANUARY 31, 2018 b DRI V E I ��INE �IERNEY �purr 83053QE—Y��O"a+5—r'r_ I LOS 22 M.f1,lOMpS SIEKNEY a _�-�„�30.00 I �-{ L5L83 p 32000 �J N6t2210"Ecna w ww 1Y . NG 510U•ME �,, OSS 9TL �' •^"E Qom\ '� `r �. W 'co 0 p W 4 J N/OlF T mil) NGF 3rr EVFlYN L 6QZC�EN fR115 O I,Of 21 rw o p/ v don tiger l i; L sGc�Tp O)'r \yr��e i /9S'f'C•� �T �u���— /. 9 o oc c !<FhiyO / ONE EEC "p, GEKTIFIED TO• GREGORY KAM5EY NELLIE KAM5EY 1-pt w �� CHICAGO TITLE IN5URANGE COMPANY ?g Ko ?�,.. 6NY MELLOR N.A.k �p1 h� 005v FLOOD ZONE FROM FIRM 36103G0166H MAP EFFECTIVE DATE- 5EPTEM6EK 25, 2009 LIG. N 615 AREA=41,S61 SQ. FT. PEGONIG suRVEYORs, P.G.ANY ALTERATION OR ADDITION TO THI5 SURVEY 15 A VIOLATION OF N. .5. 5EGTION 7209OF THE NEW YORK STATE EDUCATION LAW. EXGEPT A5 � PER 5EGTION 7209-5UBDIVI510N 2. ALL C.EKTIFIGATION5 HEREON TO TIE LINE (630 765-5020 FAX 16311 765-1797 ARE VALID FOR THI5 MAP AND GOPIE5 THEREOF ONLY IF SAID MAP P.O. BOX 909 OR GOPIE5 BEAR THE IMPRE55ED SEAL OF THE SURVEYOR WH05E 1230 TRAVELER 5TREET SIGNATURE APPEAK5 HEREON. 5OUTHOLD, N.Y. 11971 18-103 Generated by REScheck-Web Software Compliance Certificate me: on Pr 6 Aw Pfiv, MIO& Energy Code: 2018 JECC Location: Southold, New York Construction Type: Single-family Project Type: Addition , 'a-ft.atp_­Zarx—_.� 4:_MW-X.HD9kV.: Permit:Date-� Permit-Number. Construction Site: Owner/Agent: Designer/Contractor: 1160 Oakwood Drive Greg Ramsey Michael Barclay Southold, NY 11971 1160 Oakwood Drive 235 E. 11th Street Southold, NY 11971 New York, NY 10003 Compliance: Passes using UA trade-off Compliance: 9.4%Better Than Code Maximum UA: 626 Your UA: 558 Maximum SHGC: 0.40 Your SHGC: 0.28 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 FIF- Gross Area Cavity Cont. Assembly or U-Factor UA R-Value R-Value Perimeter 2nd Floor Oetftqz Flat Ceffiriq:or Scissor Truss- 50(y::' 42-0-- 0:028:.' 14.. Skyligh.t:-Vihyj�'.Fran-rhe SHGC.-0.23 Skylight 1:Vinyl Frame 6 0.310 2 SHGC: 0.23 1st Floor Ceiling: Flat Ceiling or Scissor Truss 1,682 30.0 0.0 0.035 58 -.Skylight2:..Vinyl.Frame 14 0.310 4 ­-SRGC';0.23 2nd flocir"W611.'Woad FTeme,-16"ox. E55 X8:0 34 Door B(1): Glass Door(over 50%glazing) 64 0.300 19 SHGC:0.26 Window 1 (1):Vinyl Frame 12 0.310 4 SHGC:0.27 Window U(2)-Vinyl-Frame- 12_ 0.31-0-1 4- ,SHGC-'.(1'27" Window F_-Vihy[Frame 24 0.310 7 SHGC:0.27 Window F:Vinyl Frame 24 0.310 7 SHGC: 0.27 Window G:Vinyl Frame 38 0.310 12 SHGC:0.27 m e 40 M-3-110 -11,2 '5ffGC_-'a27.. . Window](1):Vinyl Frame 15 0.310 5 SHGC: 0.27 Project Title- 1160 Oakwood Drive Addition Report date: 05/12/21 Dataz.filena me: Paqp:I of f 1 i Gross Cont,Cavity Assembly or • Perimeter Window J(2):Vinyl Frame 15 0.310 5 SHGC: 0.27 Window K:Vinyl Frame 20 0.310 6 SHGC: 0.27 1st Floor Wall:Wood Frame, 16"o.c. 2,004 15.0 1.0 0.070 95 Existing Front Door: Solid Door(under 50%glazing) 20 0.170 3 Door to Garage from LR:Solid Door(under 50%glazing) 20 0.170 3 Door C:Glass Door(over 50%glazing) 162 0.310 50 SHGC: 0.27 Door B(2):Glass Door(over 50%glazing) 64 0.300 19 SHGC: 0.26 Door A:Glass Door(over 50%glazing) 128 0.310 40 SHGC: 0.27 Window RI (1):Vinyl Frame 23 0.280 6 SHGC: 0.32 Window RI (2):Vinyl Frame 23 0.280 6 SHGC: 0.32 Existing Picture Window:Wood Frame 52 0.270 14 SHGC: 0.34 Window D:Vinyl Frame 36 0.310 11 SHGC: 0.27 Existing Powder Room Window:Wood Frame 6 0.280 2 SHGC: 0.31 Existing Kitchen Window:Wood Frame 24 0.280 7 SHGC: 0.31 Existing Bay Side (1):Wood Frame 9 0,300 3 SHGC: 0.31 Existing Bay Side(2):Wood Frame 9 0.300 3 SHGC: 0.31 Existing Bay Center:Wood Frame 17 0.270 5 SHGC: 0.34 Window R3:Vinyl Frame 11 0.280 3 SHGC: 0.31 Window R2 (1):Vinyl Frame 16 0.280 4 SHGC: 0.32 Window R2 (2):Vinyl Frame 16 0.280 4 SHGC: 0.32 Window R2 (3):Vinyl Frame 16 0.280 4 SHGC: 0.32 Existing Floor:All-Wood joist/Truss 1,682 35.0 1.5 0.027 45 Slab Under Addition:Slab-On-Grade(Heated) 90 18.0 0.400 36 Insulation depth:4.0' 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 build in as been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mand o r ui ments listed in the REScheck Inspection Checklist. M I C(�> 7 Name-Title F. Signat Date Project Title: 1160 Oakwood Drive Addition Report date: 05/11/21 Data filename: Page 2 of 2 eneratled by RESicheck Web Software Compliance Certificate Energy Code: 2018 iECC Location: Southold, New York Construction Type: Single-family Project Type: Addition F�rrrii,I:Eka�e� Permit Numk er:' ;J Construction Site: Owner/Agent: Designer/Contractor: 1160 Oakwood Drive Greg Ramsey Michael Barclay Southold,NY 11971 1160 Oakwood Drive 235 E. filth Street Southold,NY 11971 New York, NY.10003 Comp r c-e: 9.41%Better Than Code Ma)dmum UA: 616 Your UA:-558 Maximum SHGC: 0.40 Your SHGC: 0.28 The° B er or Worse Than Code Index refle how close to compliance the house is based on code trade-off rules. It D S NO vide an estimate of ever a or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter 2hd"-Floor.CeWhg;.FTatC6tlfnq;or-Scissor Truss_ SfSfJ`.`- 42-G.. O.W. 0.:.028::• 1-4.. S1igkle::Y6Enj�r.fra ... 85; SHGC:0.23 Skylight 1:Vinyl Frame 6 0.310 2 SHGC: 0.23 1st Floor Ceiling:Flat Ceiling or Scissor Truss 1,682 30.0 0.0 0.035 58 :..Skylight 2:..Vinyl:Frame .14 0.310 4 2nd Elaroi''Wi11 "Vlfood Frain e,ISF'is x. M5 TRU 3A 1O: `:34 Door B(1): Glass Door(over 50%glazing) 64 0.300 19 SHGC:0.26 Window 1(1):Vinyl Frame 12 0.310 4 SHGC:0.27 WiridoenrF(Z)~Vinyl Frame 12.: 0.31-0; 4= SkGC7�-0,2'7R' Window E Vinyl Flame: 24 0.310 7 SHGC: 0.27 Window F:Vinyl Frame 24 0.310 7 SHGC:0.27 Window G:Vinyl Frame 38 0.310 12 SHGC:0.27 tVartdow F1:'llira nl',Frame -40 li)311M 12 SffGC`50.27 Window J(1):Vinyl Frame 15 0.310 5 SHGC:0.27 Project Title: 1160 Oakwood Drive Addition Report date: 05/12/21 Data,,filename: Patfel of_'2' z � Gross Area Cavity Cont Window J(2):Vinyl Frame 15 0.310 5 SHGC: 0.27 Window K:Vinyl Frame 20 0.310 6 SHGC: 0.27 1st Floor Wall:Wood Frame, 16"o.c. 2,004 15.0 1.0 0.070 95 Existing Front Door:Solid Door(under 50%glazing) 20 0.170 3 Door to Garage from LR:Solid Door(under 50%glazing) 20 0.170 3 Door C:Glass Door(over 50%glazing) 162 0.310 50 SHGC: 0.27 Door B(2):Glass Door(over 50%glazing) 64 0.300 19 SHGC: 0.26 Door A:Glass Door(over 50%glazing) 128 0.310 40 SHGC: 0.27 Window•Rl(1):Vinyl Frame -23 0360 6 SHGC: 0.32 Window Rl (2):Vinyl Frame. 23 0.280 6 SHGC:0.32 Existing Picture Window:Wood Frame 52 0.270 14 SHGC: 0.34 Window D:Vinyl Frame 36 0.310 11 SHGC: 0.27 Existing Powder Room Window:Wood Frame 6 0.280 2 SHGC: 0.31 Existing Kitchen Window:Wood Frame 24 0.280 7 SHGC:0.31 Existing Bay Side(1):Wood Frame 9 0.300 3 SHGC: 0.31 Existing Bay Side(2):Wood Frame 9 0.300 3 SHGC:0.31 Existing Bay Center:Wood Frame 17 0.270 5 SHGC: 0.34 Window R3:Vinyl Frame 11 0.280 3 SHGC: 0.31 Window R2 (1):Vinyl Frame 16 0.280 4 SHGC: 0.32 Window R2 (2):Vinyl Frame 16 0.280 4 SHGC: 0.32 Window R2 (3):Vinyl Frame 16 0.280 4 SHGC: 0.32 Existing Floor:All-Wood joist/Truss 1,682 35.0 1.5 .0..027 45 Slab Under Addition:Slab-On-Grade(Heated) 90 18.0 0.400 36 Insulation depth:4.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building as been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatoA r ui ments listed in the REScheck Inspection Checklist. M 1 Cz� &&L Name-Title {'i,/ Mly-'n >-r Signat Date Project Title: 1160 Oakwood Drive Addition Report date: 05/11/21 Data filename: Page 2 of 2 C C u Rclt"J", APPROVED AS NOT d USE IS o I �r .�, "I j G V� G'� �,!Iu� hhd.�� D g DATE: 'a B.P.# 0 NITHIO 9 °E F r NOTIFY BUILDING DEPARTMENT AT � � " 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOP C.O. :;'i',, 'L `!' 1/Il "H L (;C`i OIr ALL CONSTRUCTION ;NULL MEET THE f�'I'1�"ti� �yCRr< STATE�`�TE & TOWN CODES REQUIREMENTS OF ThE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR A:cc RE0IJIRED AND CONDITIONS OF DESIGN OR CONSTRUCTION ERRORS. OUT HOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD ..;; SOUTHOLD TOWN TRUSTEES N,Y.S.DEC . G ooa� Fire separation RETAIN STORM WATER RIX.-- Tequired as per PURSUANT TO CHAPTER 236-3 NYS Code OF TfiE TOWN CODE TRUSS PLACARDING REQUIRED PLUMBER CERTIFICATION All exterior lighting ON LEAD CONTENT BEFORE installed,replaced or CERTIFICATE OF OCCUPANCY repaired shall conform SOLDER USED IN WATER to Chapter 172 SUPPLY SYSTEM CANNOT of the Town Code EXCEED 2110 OF 1% LEAD. �rq,VjSp=(W REQUIMD WFCM 2001 TABLE R602 3(1) - FASTENER SCHEDULE FOR STRUCTURAL MEMBERS GENERAL NOTES NUMBER AND TYPE OF SPACING OF 1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF THE STATE OF NY, THE ZONING CODE OF THE TOWN OF SOUTHOLD DESCRIPTION OF BUILDING ELEMENTS FASTENER a b c d FASTENERS AND LATEST VERSIONS OF THE NATIONAL ELECTRICAL CODE; LOCAL FIRE DEPT REGULATIONS, UTILITY COMPANY REQUIREMENTS AND BEST TRADE PRACTISES. JOIST TO SILL OR GIRDER, TOE NAIL 4-8d - 2. CONTRACTOR OR OWNER TO FILE FOR AND OBTAIN ALL REQUIRED PERMITS FROM ALL APPLICABLE AGENCIES BEFORE COMMENCING ANY WORK 1"x6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d - 3. CONTRACTOR SHALL RETAIN WORKERS COMPENSATION INSURANCE AS REQUIRED BY THE TOWN OF SOUTHOLD. 2 STAPLES, 1 3/4 - 4. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY DISCREPENCIES TO THE ARCHITECT 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d 5. CONTRACTOR TO VERIFY WITH UTLITIES THE LOCATIONS OF ANY PIPES, CONDUITS, TANKS AND UTILITIES PRIOR TO COMMEND=CING THE WORK I SOLE PLATE TO JOIST OR BLOCKIIVG, FACE NAIL 16d 16"o.c. 2-16d 6. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL O TOP OR SOLE PLATE TO STUD, END NAIL - ARRANGE AND OBTAIN ALL REQUIRED INSPECTIONS AND SIGN OFFS STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d - 7. MINOR DETAILS, NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED N DOUBLE STUDS, FACE NAIL 2-16d 24"o.c. AS IF THEY WERE INDICATED ON THE DRAWINGS. t DOUBLE TOP PLATES, FACE NAIL 10d 24"o.c. 8. ONLY CHECKED WORKING DRAWINGS AND COPIES OF APPROVED PLANS SHALL BE USED FOR LAYOUT, OAKWOOD DRIVE SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d 16"o.c. 9. DRAWINGS ARE NOT TO BE SCALED, ONLY FIGURED DIMENSIONS ARE TO BE USED j DOUBLE TOP PLATES, MINIMUM 48-INCH OFFSET OF END JOINTS, 8-16d - 10. CONTRACTOR TO COORDINATE AND OBTAIN ALL REQUIRED INSPECTIONS, INCLUDING: + FACE NAIL IN LAPPED AREA FOUNDATIONS, ROUGH FRAMING, ROUGH ELECTRICAL, ROUGH PLUMBING, FINISH ELECTRICAL., FINISH N/O/F j ELF P�MNT. ------'- BLOCKING BETWEEN JOISTS OR RWTERS TO TOP PLATE, TOE NAIL 3-8d - 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE CONSTRUCTION AREA. f MADELINE TIERNEY O�IWs -j/L THOMAS TIERNEY UTILITY N83w05'3p_ E- -�- ---_"- RIM JOIST TO TOP PLATE, TOE NAIL 8d 6 o.c. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. PO L _ - -3a pp' TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 4-16d - � cmf , BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER 16d FRAMING LOT 22 0.1 fe, 0 A 320•00 CONTINUED HEADER, TWO PIECES 16d 151.83, 0'2S' CEILING JOISTS TO PLATE, TOE NAIL 3-8d - 1. JOIST & RAFTER SIZES AND SPACING GIVEN FOR HEM. FIR. 12 MIN. VERIFY SIZES WITH ARCHITECT IF OTHER SPECIES OR GRADES ARE USED. fe. fence 0.5 n' FENCE CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d - 2. G-P LAM LVL 2.OE RIDGE BEAM BY GEORGIA PACIFIC CORP OR EQUAL. SEE DWG'S FOR SIZE AND LOCATION. vc stockade SPLIT RAIL Gx CEILING JOIST, LAPS OVER PARTIITONS, FACE NAIL 3-10d - FASTENERS: 16d COMMON NAILS & 1/2" BOLTS. HANGERS BY SIMPSON N81•22'10 E P (f'' 3. PROVIDE CONTINUOUS 2X6 TREATED SILL PLATE OVER TERMITE SHIELD - TIED INTO FOUNDATION WALLS WITH 5/8' DIA. SSTB28 cmf fe..,n CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-10d - GALVANIZED ANCHORS BOLTS W/ 3' S.S. WASHERS 0 68" O.C. (12" MAX. FROM ALL CORNERS) WITH 15' EMBEDMENT. 0.5 s 2-16d NEW TREES, TYP RAFTER TO PLATE, TOE NAIL - (12' MAX. FROM ALL CORNERS) WITH 15' EMBEDMENT. GROUT SILL fe., N , 2-8d - GROUT SILL PLATE TO FOUNDATION WALL. fe, 'rn 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2 STAPLES, 1 3/4 - 4. ALL CONCEALED SPACES IN WOOD FRAMING SHALL BE FIRE-STOPPED WITH WOOD BLOCKING ACCURATELY FITTED TO FILL THE OPENING. 2-8d - 5. PROVIDE DIAGONAL BRACING, CONTINUOUS LATERAL BRACING AND GABLE END BRACING AS SHOWN ON PLAN. 1"x6" SHEATHING TO EACH BEARING, FACE NAIL 2 STAPLES, 1 3/4 - 6. ALL LUMBER USED FOR STRUCTURAL ELEMENTS SHALL BEAR AN IDENTIFYING MARK OF AN APPROVED GRADING BUREAU OR AGENCY p NEW CELLARS 2-8d - PRIOR TO ITS DELIVERY AT THE SITE. �O HATCH _;0 co » " 1 x8 SHEATHING TO EACH BEARING, FACE NAIL 3 STAPLES, 1 3/4 - " 3-8d THERMAL & MOISTURE PROTECTION z w 44.0, r'' WIDER THAN 1 x8 SHEATHING TO EACH BEARING, FACE NAIL 4 STAPLES, 1 3/4 - ww '6'- EXG:T3R'S:: EWAY PARKING _ 24"ac 1. PROVIDE TWO LAYERS OF 15j ASPHALT SATURATED FELT BUILDING PAPER OVER PLYWOOD AT ROOF AND EXTERIOR SHEATHING �, J / ___- BUILT-UP CORNER STUDS 10d c� - N/O F UNLESS OTHERWISE NOTED, x EVELYN L BERGEN TRUST NAIL EACH LAYER AS U G 2. PROVIDE WEATHER WATCH & ICE SHIELD MEMBRANE 3'-0* MIN ALONG ALL ROOF PERIMETER.. Q EXG`TV:RM -NCH LUMBER LAYERS tOd AND BOTTOM AND BUILT-UP GIRDERS AND BEAMS, 2 I . PROVIDE A SILICONE SEALANT AROUND ALL WINDOWS AND DOORS AT JUNCTION WITH EXTERIOR WALLS AND WHERE TWO DISSIMILAR 3 CONNECT ALL DNSPTS MATERIALS MEET. TO NEW DRYWELL W KTICHLPt`.:::::: .. ` ` » LN 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE - LATEST EDITION. > .:..:.::.::.. 2-16d AT EACH BEAR G 2 PLANKS r aR...................... 5. THIS PROJECT IS DESIGNED ACCORDING TO 2020 BUILDING CODE OF NEW YORK STATE, 2020 RESIDENTIAL CODE OF NEW YORK STATELO ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: r7 4-16d - AND THE 2010 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. ;:� NEW 24x34 GARAGE TOE NAIL - n d/ FACE NAIL 3-16d38-6 RAFTER TIES TO RAFTERS, FACE CONSTRUCTION NOTES WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATHING 1. ALL FOOTINGS SHALL RST ON UNDISTURBED SOIL AT A MINIMUM DEPTH OF 36" BELOW FINISH GRADE. 0"o EW SCRN PRC / TO FRAMING, AND PARTICLEBOARD WALL SHEATHING TO FRAMING cmf �� NEW TERRACE 5/16 - 1/2 6d COMMON NAIL (SUBFLOOR, WALL) 6 12g 2. POURED CONCRETE SHALL HAVE A MINIMUM PSI OF 3500 AT 28 DAYS U.N.O. O� J s P►CKET FENc 19/32 - 1 8d COMMON NAIL (ROOF) f 6 12g 3. P.T. SILL PLATES TO BE INSTALLED ABOVE A 16 OZ COPPER TERMITE SHIELD rO w I 1 1/8 - 1 1/4 10d COMMON NAIL 6 12 4. ALL FRAMING AND STRUCTURAL WOOD COMPONENTS SHALL BE 02 DOUGLAS FIR OR BETTER, U.N.O. STOC�GT�9/� 1-1/2" 8d COMMON NAIL 3 6 5. ALL FRAMING TECHNIQUES AND METHODS SHALL BE AS PRESCRIPTIVE DESIGN BASED ON AF&P WOOD FRAME CONSTRUCTION MANUAL �9�F �cF SODA FOR ONE AND TWO FAMILY DWELLINGS (WCFM) OR AS SPECIFIED IN R301.2.1.1 �p 4 )� DESCRIPTION OF DESCRIPTION OF SPACING OF FASTENERS BUILDING ELEMENTS FASTENER b, c, d, e EDGES (inches) INTERMEDIATE SUPPORTS (inches) 6• ALL BUILDING ENVELOPE COMPONENTS SHALL COMPLY WITH THE LATEST NYS ENERGY CODE. �F FRAME LOT 21 0 1/2" REGULAR CELLULOSIC 1 1/2 GALVANIZED ROOFING NAIL 6d 3 6 7. FIRE FORMBLOCKING EFFECTIVE HHA BARR PROVIDED IN BETWEEN WOOD DES AND BCCO CONSTRUCTION EEN THE TOP STORY AND THE ROOF CODE R602.8 n ''X �� O FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 ga 1 1/2 LONG PROTECTIVE PANELS SHALL BE PROVIDED FOR GLAZED OPENINGS IN ACCORDANCE W/ NYS CODE R301.2.1.2 IF THEY'RE REQUIRED. 1/2" STRUCTURAL CELLULOSIC 1 1/2 GALVANIZED ROOFING NAIL 8d 3 6 8 !y FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 ga 1 1/2 LONG 9. PROVIDE PRESSURE TREATED LUMBER FOR ALL STRUCTURAL MEMBERS IN CONTACT WITH THE CONCRETE OR WITH THE GROUND, IN ACCORIANCE WITH R319.1. O 25/32 STRUCTURAL CELLULOSIC 1 3/4 GALVANIZED ROOFING NAIL 8d 10. TEMPORARY OR PERMANENT INSTALLATION BRACING IS THE RESPONSIBILITY OF THE INSTALLER. TEMPORARY BRACING SHOULD REMAIN IN PIACE AS LONG AS NECESSARY FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 ga 1 3/4 LONG 3 6 FOR THE SAFE AND ACCEPTABLE COMPLETION OF THE ROOF OR FLOOR AND MAY REMAIN IN PLACE AFTER PERMANENT BRACING IS IN3TALED z 1 1/2 GALVANIZED ROOFING NAIL.; 6d COMMON NAIL„ STAPLE GALVANIZED, 4 8 1/2 GYPSUM SHEATHING 1 1/2 LONG; 1 1/4 SCREWS, TYPE W OR S ENERGY CONSERVATION NOTES: �' c�90 SNE� 5'7'� / 1 3/4 GALVANIZED ROOFING NAIL; 1. ALL BUILDING ENVELOPE COMPONENTS SHALL COMPLY WITH CHAPTER 6 OF THE LATEST EDITION OF THE ENERGY CODE OF THE STATE DF 11Y. ��, L -- 8d COMMON NAIL; STAPLE GALVANIZED, 4 8 2. ALL GLAZING SHALL HAVE A MAXIMUM U-FACTOR OF .31 1 5/8 LONG; 1 5/8 SCREWS, TYPE W ORS oop ZpNE _ �� 5/8 GYPSUM SHEATHING 3. CEILINGS SHALL BE PROVIDED WITH A MINIMUM 7" CLOSED CELL FOAM INSULATION R-45 (R = 6.5/INCH) fe cmf WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 4. EXTERIOR WALLS SHALL HAVE MINIMUM 3" CLOSED CELL FOAM INSULATION R-19.5 (R = 6.5/INCH) 5. SLABS ON GRADE SHALL HAVE MINIMUM 3' RIGID INSULATION R-19 (R = 6.5/INCH) am,, 3/4 AND LESS 6d DEFORMED NAIL OR 8d COMMON NAIL 6 12 / J`,o 7O,, 6. BASEMENT WALLS SHALL HAVE MINIMUM R-9 POLYSTYRENE RIGID INSULATION. / � 7/8 - 1 8d DEFORMED NAIL OR 8d COMMON NAIL 6 12 / •% � i / 9 8d DEFORMED NAIL OR 1Od g 12 1 1/8 - 1 1/4 COMMON NAIL FASTENER NOTES 1. ALL NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND LOT 20 �F,� Z��� ee'-) SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS FOLLOWS: 80 ksi (551Mpa) FOR SHANK A61 DIAMETER OF 0.192' (20d COMMON NAIL), 90 ksi (620 Mpa) FOR SHANK DIAMETERS LARGER THAN 0.142' BUT NOT LARGER THAN 0.177", BUILDING DEPARTMENT IMFORMATION AND 100 ksi (689 Mpa) FOR SHANK DIAMETERS OF 0.142" OR LESS o-* PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE 2. STAPLES ARE 16 GAGE WIRE AND HAVE A MINUMUM 7/16 - INCH ON DIAMETER CROWN WIDTH �`� k SQUARE FOOTAGE ADDED: EXISTING: PROPOSED BASEMENT: 1350 SF BASEMENT: 1350 SF R MHWM 3. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER '�, EM \C\N +� � •� FIRST FLOOR: 2140 SF (INCL GARAGE) FIRST FLOOR: 2220 SF (NOT INCL GARAGE) 4. FOUR-FOOT-BY-8-FOOT OR 4-FOOT-BY-9-FOOT PANELS SHALL BE APPLIED VERTICALLY SECOND FLOOR NA. SECOND FLOOR: 500 SF '4 ATTIC NA. GARAGE: 732 SF (30.5 x 24) 5. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3 (1) DESIGN LOADS: ROOF - DEAD LOAD 20 psf SNOW LOAD 45psf 6• FOR REGIONS HAVING BASIC WIND SPEED OF 110 mph OR GREATER, 8d DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD \+`'��� W40�8V 86 SECOND FLOOR NON SLEEPING AREA - DEAD 20psf LIVE 40psf AND WOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING MINIMUM 48-inch DISTANCE FROM GABLE END WALLS, IF MEAN ROOF ATTICS WITHOUT STORAGE - DEAD 1 Opsf LIVE 10 psf WITH STORAGE; DEAD 10 psf LIVE 20 psf HEIGHT IS MORE THAN 25 FEET, UP TO 35 FEET MAXIMUM AREA=41,581 SQ. FT. STAIRS: DEAD 10 psf LIVE 40psf GUARDRAILS & HANDRAILS: DEAD 5psf LIVE 200psf 7. FOR REGIONS HAVING BASIC WIND SPEED OF 100 mph OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TD TO TIE LINE EXPOSURE CATEGORY C GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHEN BASIC WIND SPEED IS GREATER THAN 100 mph, NAILS FOR S�+ ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48-inch DISTANCE 51 GQ0 SEISMIC CATEGORY g FROM RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING �� P 8 GYPSUM SHEATHING SHALL CONFORM TO ASTM C 79 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SCTM SECT 70, BLK 12, LOT 29 C WIND ZONE 130 mph, Zone III - WITHIN 1 MILE FROM COAST, MISSILE D TEST APPLICABLE SHEATHING SHALL CONFORM TO ASTM C 208 1 2" PRECUT IPLYWD. PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS, APPROPRIATE PLOT PLAN BASED ON SURVEY PREPARED BY PECONIC SURVEYORS, P.C.T - PROTECTIVE GLAZING PANELS ATTACHMENT HARDWARE SHALL BE INCLUDED. PANELS SHALL COVER ENTIRE GLAZED OPENING. 9• SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL FILE # 18-103 tEle FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY LIST OF DRAWINGS , �nTRlcx Af LUMBER SPECIES & GRADE DOUGLAS FIR-LARCH SELECT STRUCTURAL GRADE Fb = 1450 psi FRAMING MEMBERS AT ALL ROOF PLANE PERIMETERS . BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO A-100 SITE PLAN NOTES ��``� ♦'�o o ` ENGINEERED LUMBER LVL 1.9E Fb 2600psi & 11-7/8" TJI 560 SERIES MAX. VERTICAL SHEAR 2050 lbs. THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER LOT NUMBERS REFER TO "MAP OF SOUTHWOOD" FILED IN THE SUFFOLK SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING COUNTY CLERK'S OFFICE ON NOV. 24, 1953 AS FILE NO. 2141. -103 A-101 FIRST AND SECOND FLOOR PLANS R 4 SHEATHING FLOORS - 1 LAYER 3/4" CDX T&G SUBFLOOR, GLUED AND SCREWED 10. ZIP SYSTEM R SHEATHING WALLS: ALL SEAMS BTWEEN PANELS USED TO RESIST LATERAL LOADS MUST BE BACKED BY SOLID WOOD FRAMING. THE PANELS SHOULD BE INSTALLED WITH MIN. A-102 DEMOLITION, ROOF PLANS t� �, WALLS - 1 LAYER 5/8" CDX APA RATED, NAILED WITH 8D @4" O.C. 0 EDGES, 6" O.C. ® INTERIORS 0.131" SHANK NAILS (MINIMUM 1-1/2" EMBEDEMENT INTO WOOD STUDS) SPACED AT 3" O.C. ON PANEL EDGES AND 6" O.C. IN THE HELD OF THE PANEL REFER TO ZIP SYSTEM R SHEATHING A-103 ELEVATIONS • t1 �• � IF PNEUMATIC GUN IS USED NAILS SHALL BE .097 - .099 1-3/4" 3' O.C. EDGES, 6' O.C. INTERIOR INSTALLATION MANUAL �- A-104 DETAIL SECTIONS �r 014& {o � t •r KE% ROOF - 1 LAYER 3/4' CDX APA RATED NAILED WITH 8D 0 4' O.C. 0 EDGES, 6" O.C. INTERIORS. IF 0' 20' 40' S-101 FOUNDATION PLAN, SECTIONS d t1(/ PNEUMATIC GUNS ARE USED - NAILS SHALL BE .097 - .099 NAIL, 1-7/8', 3 O.C. EDGES, 6" O.C. INTERIOR. ANCHOR BOLTS S-102 FRAMING PLANS, NOTES 1. MAX. SPACING OF THE 05/8" ANCHOR BOLTS IS 33' IN ACCORDANCE WITH TABLE 3.2C OF W.F.C.M. 2001 - EXISTING SINGLE FAMILY HOUSE [1410v 0 11 2012, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) 2. 15" MIN. ANCHOR BOLT EMBEDMENT INTO CMU FOUNDATION WALLS, IN ACCORDANCE WITH SECTIONS 3.2.1.7. AND 3.2.2.3., BUILDING DEFT GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD 3. ANCHOR BOLTS MUST BE PROVIDED WITH 3" SQUARE WASHERS, IN ACCORDANCE WITH SECTION 3.2.2.3., TOWN OF SOUL HOLD I • SNOW SPEED DESIGN UNDER- FLOOD 4. ANCHOR BOLTS ARE ALSO TO BE PLACED 6" TO 12" FROM THE END OF EACH PLATE SECTION, IN ACCORDANCE WITH SECTION 3.2.1.7. 1160 OAKWOOD DRI\/ VE NOTES, SITE P LA N LOAD (MPH) CATEGORY WEATHERING MOST LINE TERMITE DECAY LAYMENT HAZARDS DEPTH REQUIRED SOUTHOLD, NY MICHAE11 TH BARCLAN, ARCHITECT 1" = 20'-0" 10/15/21 1 00 " 20 PSF 130 C SEVERE 3-0' M - H S-M YES NO SCTM SECT 70, BLK 12, LOT 29 917-601-0140 2 104 1/A 104 /A 25',p• E AT j NR s SD/CO 32x96 0R 6 SD/c0 F 4,p. 3�p. 01 r 1/41 p4 r , 2'-0. MBR X-0. r 3p'-p, , r , r , , r r o � B DECK; z r � _ s r dY\- CHIMNEY ; r' r , pO 1�% • to I /"� SD/Co � ) WALKWAY CHIMNEY ' o GARAGE _-23 S E(..V O N D FLOOR GARAGE SLAB 15.5' BLW LR FF M 0 25 x 2:0 = 500 SF 2/A 104 I ```, D 0 3•_s, N. 0 2' LINE OF EXG GARAGE (TO BE REMOVED) 3'p" 1,to. , I I ON 2 At 4_B. 1/S 101 i CONIC SLAB FLR I �S, TYPE X GPDW, TYP ; o I y I i i I I I ' R1 R1 I , I ' I , I , I , NEW WC LR NE SH ER EXG FRONT DR A i I r I , I I o I / , pr NEW SKLT ABV q NEW LAV c�,t NEW BILCO HATCH TO CELLAR BR I ; c k) o �jA 11 p4 � I EXG F R2 EXG TV RM I I ' SD/CO i STL COL L----------J NO WORK UP 16 R'S I I AT 7.06" r it I r i r 32x80 DR I I DN 1 R STL COL O AT 7" FIREPLACE i f MTL STL COL i CONC FLUE( \I O NEW CELLAR STAIR ABV --' CONIC i SD/CO SD/CO 12R'S AT 8.2" FIREBRICK r` EXG 32x80 DR r EXG 28x80 DR REF R2 LJ CONC SLAB FLR D N 1 R BR 2 AT 7' TERRACE EXG -0 I N I N G B 7 24x36x 1.5 BLUESTONE AVERS AT TERRACE EXG KITCHEN NO WORK STOVE m SCOPE OF WORK R2 R3 A REMOVE 510 SF ATTACHED GAIRAGE ADD 506 SF LR W/ 500 SF WBR ON SECOND FLOOR (1006 SF ADDITIONAL LIVING AREA) ADD 240 SF SCREEN PORCH WV/ RETRACTABLE SCREENS FIRST FLOOR 1/S 101 ADD 743 SF BLUESTONE TERRACE ADD 732 SF ATTACHED GARAGE ice---NEW 3" VENT STACK NEW SCREEN PORCH o ELIMINATE ONE EXISTING BR AND ADD ENSUITE 3 FIXTURE BATHROOM ---3----J--2- --------- 24x36x1,5 BLUESTONE PAVERS RELOCATE CELLAR STAIR AND ADD BILCO CELLAR ACCESS BULKHEAD I I 1 112" 11 112" 1 1/2" PITCH 2" I I I NEW LAV i NEW LAV I I I I I I BATH 1 NEW 3" VENT STACK i 1 1/2" 1 1/2" NEW �HOWER l I I 1160 OAKWOOD DRIVE f 3, i 4 2ND FLR RETRACTABLE SCREENS SOUTHOLD, NY rj �- f SCTM SECT 70, BILK 12, LOT 29 1 112" i NEW WALL HUNG WC 1 1/2' 20'-0' ! \• I I ; MICHAEL BARCL , ARCHITECT LAV M BATH � 4 9 { D 235 E 11TH ST, NY, NY of to 917-601-0140 NEW;SHOWER NEW 4' SANITARY STACK 1ST FLR 1/A104 NEW wAu_ HUNG we 4„ FIRST FLOOR PLAN NEW 4' WASTE TO EXG WASTE LINE BELOW BATH 2 NEW 4' WASTE BLW SLAB ON GRADE TO KITCHEN 1/4" = 1'-O" 10/15/21 A - 1 01 PLUMBING RISER DIAGRAM r----'1 r---'I r---, I I I I I j y I I I I I I I 1 I I I I I I I I I I I I I I I I I - I I I i I I I I � I I I I I GARAGE I I I REMOVE GARAGE WALLS TO BLW NEW LR/DR SLAB ON GRADE ' 1 I ' I I ' I I ' II ER 1 BR 3 " I I I I I CONVERT BR TO BATHRM REM REMOVE CHIMNEY ABV ATTIC THISV REAR EXG TV R M TRANSITION MASONRY FLUE TO MTL FLUE FOR EWII I 1 1 CEL STIR NO WORK I , I I I I I i t I I I I I I I I � r I I I I � I I I I � I I I I CONNECT ALL DNSPTS TO ADS PIPES BLW GR TO DRYWELLS, TYP -------------- -------- + I 1 I I I I --T'-_I---, r-J L-------------------------------------- I I I I I I I I F REF RE 104 CtL4 STAIR CU 77 I I I I I I I I ER I I I I I I I I I I I LJ I i I I I I I I I DN 1 R DINING RM -BR 2 AT 7" REMOVE WD FLR/JOISTS FOR NEW SLAB ON GRADE AT DINING tir REMOVE WALL AND WINDOW FOR NEW SLIDING GLASS DR EXG KITCHEN II NO WORK STOVE II II II II m 11 u u u u r------------------- ------T------------ — ---------------- REMOVE WALL AND WINDOW FOR NEW SLIDING GLASS DR EPpM RpDF ON 712'PRDr BD DN TAPERED INSUL DN 314 P CWp FIRST FLOOR DEMOLITION PLAN 1' 4`0- / ! � ! ------------------------------------------------------- - --- RAIN --- -- VELLUX S01 SKYLT ,' �! 44x26 i �� EPDM ROOF ON TAPERED INSUL PITCH 1/4-/FT TO DRAINS I / , t ! � I VELLUX ; TANDI G S MTL ROOF S06 SKYLT EXG ASPHALT SHINGLE ROOF !! z 44.2505.75 _ VELLUX i M02 SKYLT i I 3000 i E FIR M EXG FIP , � - 1 � 1 - - RAIN LUE F OM L FP I 1 I I EXG ROOF I I EXG ASPHALT SHINGLE ROOF I I , � I I , � I I ♦ i I � I I I � I I , � I -------------------------------------------------------------------------------------------------------------------------- �I ----------------------------------------------------- I 1`� NEW ASPHALT SHINGLE RO F OVER SCREEN PORCH tRiC'f�, �r 1160 OAKWOO D DRIVE t ROOF PLAN, i SOUTHOLD, NY '`, SCTM SECT 70, BLK 12, LOT 29 '` N0 of;a�9 0 i `t d P. � I MICHAEL BARCLAY, ARCHITECT I , S LT i 235 E 11TH ST, NY, NY 917-601-0140 � I I I I I I � I , DEMOLITON , ROOF PLAN 1/4" = 1'-O" 10/15/21 A - 1 02 MTL FLUE ST DING EAM L R00 VEL X MO EXG ASPH SHINGLES NEW SKYLT i I EXG EXG R2 R3 EXG A II II EXG WOOD SHINGLES �II it NEW SCREEN PORCH I� EXISTING ONE STORY SINGLE FAMILY RESIDENCE NEW TWO CAR GARAGE MTL FLUE -SW ELEVATION VELLUX S01 STA ING S M MT ROOF i I EXG ASPHALT SHINGLE ROOF VELLUX S01 I p EXG EXG FRONT DR R 1 R 1 LlTO GARAGE GAR DR EXG WOOD SHINGLES i -------------------------------------------- ---------------------- ------------------------------------------------------------- ------------- NEW GARAGE NEW TWO-STORY ADDITION EXISTING ONE STORY SINGLE FAMILY RESIDENCE EXTERIOR DOOR AND WINDOW SCHEDULE - MARVIN CONTEMPORARY, EBONY CLAD NEELEVATION MTL FLUE SYM MFGR. NO. R. 0. (W x H) QTY JAMB MUNTINS COMMENTS TEMPERED U-VALUE SHGC AREA FROM LR/DR A 160BO CUSFD (QUAD} 16-0 x 8-0 1 4 9/16 1 LT DINING ROOM Y (YES) B 8080 CUSFD 8-0 x 8-0 2 6 AND 4 9/16 1 LT DINING RM, MBR Y 64* K J C 18090 CUSFD (TRPL) 18-0 x 9-0 1 6 9/16 1 LT LR Y .31 .27 162 0 0 D CUAWN4872 OVER CUCAP4836 4-1 x 9-0 (2-11.5+5-11.5) 1 6 9/16 1 LT LR Y (AWNING) .31 .27 36 E CUCAP3696 3-1 x 7-11 5/8 1 6 9/16 1 LT MBR STAIR Y .31 .27 24 H B G F CUPCA3696 3-1 x 7-11 5/8 1 6 9/16 1 LT MBR Y .31 .27 24 G CUCAP5696 4-9 x 7-11 5/8 1 6 9/16 1 LT MBR Y .31 .27 38 F- H 5080 CUFSD 5-0 x 8-0 1 6 9/16 1 LT M BATH Y .31 .27 40 1 3054 CSMT 2-7 x 4-7 5/8 2 6 9/16 1 LT M BATH, DRESSING RM N (NO) .31 .27 22 36" H GLASS GUARDRAIL J 5080 CUFSD 4-9 x 772-9 2 6 9/16 1 LT MBR N .31 .27 15 NEW ASPH SHINGLE ROOF TO MATCH EXG —LINE OF EXG ROOF K 3054 CSMT 8-0 x 5-0 1 6 9/16 1 LT MBR N .31 .27 20 R1 3252-2 CSMT 5-6 x 4-2 2 4 9/16 1 LT BR 1/BATH 1 Y BATH)/N(B ) R2 3256 CSMT 2-7 x 5-0 3 4 9/16 1 LT BR 1/2 N I If R3 3252 CSMT 2-7 x 4-2 1 4 9/16 1 LT BATH 2 Y C ` DR/WIND AREA (ADDITION ONLY) 445 SF B �so �RCh NEW SCREEN PORCH > UL \ ° OltB� j�♦ 1 \ NEW BLUESTONE TERRACE 116 0 O A K W O O D DRIVE MICHAEL BARCLAY ARCHITECT ELEVATIONS 235 E 11TH ST, NY, NY SOUTHOLD, NY 917-601-0140 1/4" = 1'-0" 10/15/21 NEW TWO CAR GARAGE SCTM SECT 70, BLK 12, LOT 29 SE ELEVATION `s O I N SSM ROOF ON 3/4" FURRING ON 3/4" PLWD ON 2x 10'S VENT FURRING BLW SSM 0 I NEW MTL FLUE "' 6" CLOSED CELL R-42 2x6 AT 16" OVERHANG VENT ROOF AT FURRING BLW SSM 5/4x5/4 CEDAR ON 5/43.5 CEDAR PURLINS AT 30" O.C. ON T-111 SIDING ON 1/2" CDX PLWD ON 2x6'S AT 16" O.C. TO WC MBR TO STAIR co NEW ASPH SH'L ROOF EXG ASPH SH'L ROOF a' ON 3/4 PLWD ON 2x10'S 4" CLOSED CELL R-18 SKYLT EXG ATTIC MBR FF 10-0 ABV LR FF TRPL 11-7/8 LVL 11 7/8 AJS25'S AT 16" O.C. I-- EPDM ROOF ON 1/2" PROT BD ON TAPERED INSUL ON 3/4" PLWD RETRACTABLE SCREEN L----- CLG HT 8-10 _ 11 7/8 TJI'S AT 16" O.C. 16080 CUSFD o 5/4x5/4 CEDAR ON 5/43.5 TO KITCHEN DR TO TV RM o CEDAR PURLINS AT 30" O.C. 1 HR FPSC DR ON T-111 SIDING ON 1/2" SCREEN PORCH LR TO GARAGE CDX PLWD ON 2x6'S AT 16" O.C. GAIME 6" RADIANT SLAB ON 3" RA ON COMPACTED FILL BLUST PAVERS ON 5" SLAB AT PORCH, PITCH 1" SLAB TO HAVE 6x6 WWF OR #4'S AT 12" O.C. BOTH WAYS L �N II u I 5" REINF CONC S B ON 2" R.I. jl n II I NEW REINF CONC FNDN II NEW REINF CONC FNDN EXG CMU FNDN w II o o II ADD BLK AS REQ'D TO BOT CLAB 8 WALLS TO HAVE #5'S AT 24 BOTH WAYS n II ;� jl A II IL_ 0 20xl2 FTG W/ 3 - #5'S LONG AND 24" O.0 SHORT JI -� �_ -� 1'-4" 3" T.O. RIDGE BM 24-6 ABV FIRST FL SLAB 6" CLOSED CELL INSUL R-42 SECTION 1 A- 10 4 — THRU MBR L R SCREEN PORCH /GARAGE ADDITION TO M BATH M B R TO CLOSET TO CLOSET o CUCAP3696 8080 CUSFD 00 36" H 1/2" TEMP GLASS GUARDRAIL p6v� DECK ON SLPRS ON EPDM MBR FF 10-0 ABV LR FF TRPL 11 7/8 LVL 2x8'S AT 16" O.C. A.iTRPL 11 7/8 LVL 11 7/8 AJS25'S AT 16" O.C. 6" CLOSED CELL INSUL R 42 CLG HT 8-10 4" CLOSED CELL LR R-25 INSUL TO DINING TO DINING CLOSET 5/45/4 CEDAR ON 5/43.5 CEDAR PURLINS 18090 CUSFD AT 30" O.C. ON ST STL CLIPS ON ON T-111 SIDING ON 1/2" CDX PLWD ON 2x6'S AT 16" O.C. FIREPLACE C• Art " " 1160 OAKWOOD DRIVE °������ �ck�'��♦°A 6 RADIANT SLAB ON 3 RJ ON COMPACTED FILL o� BLUST PAVERS ON 5" SLAB AT TERRACE PITCH 2 SLAB TO HAVE 6x6 WWF OR #4'S AT 12" O.C. B TH WAYS SOUTHOLD, NY I (� - �- SCTM SECT 70, BLK 12, LOT 29 II II R-19 INSUL II MICHAEL BARCLAY, ARCHITECT _ N IIii II 235E 11TH ST, NY, NY ��` �f K£�� II II 8" WALLS TO HAVE #5'S AT 24" BOTH WAYS 917-601-0140 II II II - il 11 If CDj DETAIL SECTIONS104 o ii 14= 20xl2 FTG W/ 3 - #5'S LONG AND 24" O.0 SHORT F_ 3/8" = 1'-0" 10/15/21 ' _� SECTION 2ZA- 104 — THRU- 104 THRU MBR/LR ADDITION, EXG ASPH SH'LS -- 4.67/12 EXG 1-STORY HOUSE 1IA 104 f_ EXG TRPL 2x1O'S ' i ? 8" REINF CONC FNDN ON 1 20" W x 12" D FTG 1 / ' BOT FTC 3-0 MIN BLW GRADE ` TO SHOP EXG FNDN EXG FNDN SECTION 1 /S- 101 - THRU EXG HOUSE NEW CELLAR STAIR GARAGE i o i r 5" R.C. SLAB ON 2" R.I. COMPACTED FILL GARAGE SLAB 15.5" BLW LR FF 21A 104 _ 8" REINF CONC FNDN ON 20" W x 12" D FTG / BOT FTG 3-0 MIN BLW GRADE 4,6• ' CONC REINFORCING NOTES: / n' 1. FTGS TO HAVE 3 - #5'S LONG AND 24" O.0 SHORT 2. 8" WALLS TO HAVE #5'S AT 24" BOTH WAYS I r ' 3. SLAB TO HAVE 6x6 WWF OR #4 S AT 12 O.C. BOTH WAYS I a• / ' ! 24' 5'-1Y" 19'-9" r 6" RADIANT SLAB ON 3" R.I ON COMPACTED FILL. I EXG CMU FNDN #4 REBAR AT 12" O.C. _ EXG CMU FNDN ! T.O. FINISHED SLAB 7" BLW EXG FF -� 4" EMBEDMENT MIN OIL STORAGE TANK _,-,EXTEND EXG CMU TO BOTTOM LR SLAB I � / INSUL MTL DR 0 LANDING 8.2" INSUL MTL DR ' EXG CMU WALL TO REMAIN SD/CO ABV SLAB SD/CO REMOVE TOP COURSE OF BLK I NEW BILCO CELLAR HATCH / `�/ ON NEW REINF CONIC FNDN EXG ; I � o � � / ------------------- EXG BOILE FP FNDN i i "`�' ti l` l` i 2A 104 NOTE: INSULATE CELLAR STAIR WALLS STL COL NEW STAIR I 12R'S AT 8.2" I I I I 0 STL 60L N I � FIREPLACE AB � ----- - o EXG CELLAR O O EXG CELLAR O STL L i I 4-6- -#4 REBAR AT 12" O.C. EXG 3 1/2" DIA STEEL LOLLY COLUMNS ------------- 4 EMBEDMENT MIN EXG CELLAR SLAB 8-2 BLW FF I I ------------------------------- 5" SLAB ON GRADE m i T.O. 12" FP FTC = BOT 6" SLAB i / + H.P. SLAB +/- 4" BLW FF :i #5'S AT 12" BOT EA WAY i �' PITCH 2" r r' ! r / Z I:z� TERRACE Z m l I ! => m 6" RADIANT SLAB ON 3" R.I ON COMPACTED FILL. `' X i T.O. FINISHED SLAB 7" BLW EXG FF i W W I / o W 1 I I , EXG CMU FNDN EXG CMU FNDN (RAISE OR LOWER AS REO'D) ER1<s pC , " HP. SCRN PORCH SLAB +/- 4" BLW FF,, ���� pAT ICnT #4 REBAR AT 12 O C. I I 7 I , , v �� o' 4" EMBEDMENT MIN ? PITCH 2" / I ! e 1 S 101 r, %! %' \ ' • � i I 4" SLAB ON GRADE , , , `� 014619 ytia b i i H.P. SLAB +/- 4" BLW FF CELLAR , FOUNDATION PLAN PITCH TO DRAIN %! 1160 OAKWOOD DRIVE SOUTHOLD, NY SCTM SECT 70, BLK 12, LOT 29 / 1 ! L--------------------------------------------------------------- ` � I ' MICHAEL BARCLAY ARCHITECT L.P. SCRN PORCH SLAB +/- 1.5" BLW FF i ' 235 E 11TH ST, NY, NY ---------------- ------------------------------------------------- `'`�_,''_,_ ' i 917-601-0140 8" REINF CONC FNDN ON 20" W x 12" D FTG BOT FTC 3-0 MIN BLW GRADE / FOUNDATION SECTIONS // 1/4" = 1'-0" 10/15/21 SHEAR PANEL SCHEDULE c PANEL EDGE FIELD ANCHOR SILL PLATE TOP PLATE ALLOWABLE NOTES NUMBER NAILING NAILING BOLTS FASTENERS FASTENERS SHEAR BRACED WALL PANEL NOTES 2'-0- 11A j0� O Bd ® 6"O.C. Bd ® 12'O.C. 5/8'0 @ 48"O.C. SD54 ILC. 4' 8" A34 ® 16"O.C. 260 PLF 1. ALL SHEAR PANELS SHALL BE 5/8" THICK, EXTERIOR-GRADE SHEATHING COMPLYING WITH `.� 2 3/8"x.113 ® 2 3/8'x.113® ® 16" O.C. 12" APA PS1-07. ORIENTED STRAND BOARD 0 S B MAY BE USED 2 Sd ® 4'O.C. Sd 8-1 O.C. 5/8'0 048'O.C. 0 12"/LL5 A35 ® 16' O.C. 380 PLF WHEN INDEX RATING IS EQUAL TO OR GREATER THAN THE PLYWOOD SPECIFIED. (3 ' + / - 2 3/B"x.113 ® 2 3/8'x.113 ® ® 12"O.C. 2 3 8 25_2- O 2. FASTENINGS LISTED ABOVE ARE THE MINIMUM REQUIRED TO DEVELOP THE IN-PLANE CAPACITY OF /�jO4 2X6 CE 3 Bd ® 3'O.C. Bd® 12°O.C. 5/B'0 ® 32'O.C. SD54.5/Lt5 A35 ® 10'O.C. 490 PLF r r AR RgETER 2 3/88.113 9 2 3/88.113® 10"D.C. /A j THE SHEAR PANEL AND NAILING. SPACINGS ARE MAXIMUM. THE MORE STRINGENT SPACING SAT DVERygNDS D j 04 OR ON PLANS/DETAILS WILL CONTROL. l lq / T2=91�• Z1'P BRACED WAtC 3. SPACING OF FASTENINGS/ANCHORAGE SHALL BE REDUCED BY HALF WHERE ONLY A SINGLE- A SHEATHED WALL IS REQUIRED BUT A DOUBLY-SHEATHED WALL IS PROVIDED BY THE CONTRACTOR. DBL D• BRgC6=o• 4. SDS4.5/LL5" INDICATES SIMPSON STRONG TIE SDS 1/4" DIAM.x41/2" (ESR-2236) OR FASTEN-MASTER it 1VL ED W CC LEDGERLOK 0.228 DIAM. x5" (ESR-1078) WITH 2-1/4" MINIMUM PENETRATION INTO +r RIMBOARD/BLOCKING BELOW FLOOR SHEATHING. r / r 5. d NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. Bd NAILS M 2x, S qr 6, r „ / / ' r � r � � � � p HDR "� " MAY BE SUBSTITUTED W/ D• it 3"x.131" NAILS AT THE SAME SPACING. PLACE ALL NAILS AT LEAST 1/2" FROM PANEL EDGES AND AT LEAST 1/2" FROM THE EDGE OF CONNECTING MEMBERS FOR ALL SHEAR PANELS. W LL [ 6. SEE TYPICAL WOOD SHEAR PANEL SCHEDULE D p ST , / \; , , / r , r , LE FOR REQUIRED DETAILING. / DN + , / ��; I l/ r ! / ,/ / / / , SEE DETAILS FOR HOLD-DOWN ANCHORS TO BE INSTALLED BOTH ENDS OF ALL BRACED WALLS. VELLQX Sul rr S 44x2 KYLT� ` l , , l , , l , l , B ;,/ _ `DB .25 L r + 4 VELCUX_ ,yLD2 SKYC r DBC 9'25 LVL / r ,l / ` , l ti r r l , l BRACED WALL LINES AND PANEL CALCULATIONS AS PER R602 10 ` rl ll , l / , r r , l Q r l , l / l GARAGE � C / N DBC 9 5,' WIND ADJUSTMENT FACTORS USED (TABLE R602.10.3(2)) , , 3'-1 , !l / + , l � r l , l 25 LVC ' , , BR p� �\ EXPOSURE CATEGORY B 2 STORY 1.00 CED C 2/A '_8- r + / r l + l / r rl / , r C 1Q4 I6 EAVE TO RIDGE HT 1 -0, 0.70 1ST FL WALL HT 9'-41 (INTERPOLATED) 0.97 NUMBER OF BRACED 'WALL LINES - 2 1.00 AVERAGE ADJUSTMENT FACTOR 0.92 1/t J W MIN LENGTH INDIVIDUAL WALL PANELS AS PER TABLE R602.10.5 1 / / 12'_ Q ' r l , l / ' ,l l r , l `~ r l l B m ` l r l t l + l METHOD CS-WSP MBR ROOF FRAMING PLAN ' , l ACED ALj TRPL ,l „ 9 WALL ADJACENT TO 84 H DOOR 27 METHOD CS-PFG a' ' l r r l ' _ r l l , l + l Q 9' WALL ADJACENT TO $4" H DOOR 18" -w _ ' l / MIN TOTAL LENGTH BRACED WALL PANELS RE 'D ALONG EA BRAC ED WALL LINE AS PER TABLE R602.10.3(1) BWL A ONE STORY REQUIRES = - ,� Q RES 2.5 FT INTERPOLATED x .92 2.3 FT (METHOD CS PFG) / m ` r r / / r / , `�-_ + ,g.,8, BWL B ONE STORY REQUIRES 6.0 FT INTERPOLATED x .92 = 5.5 FT (METHOD CS-WSP) WD POSE- 21A j BRgCED BWL 1 ONE STORY REQUIRES 6.0 FT INTERPOLATED x .92 = 5.5 FT METHOD CS-WSP 04 WALL ( ) BWL 2 ONE STORY REQUIRES 6.0 FT INTERPOLATED x .92 - 5.5 FT (METHOD CS-WSP) EXG ROOF , _ , / / , / , I '��, 2 , DBC+ GARAGE ROOF FRAMING PLAN RIDGE STRAP: SIMPSON LSTA30 `�+. STL POST BRACE WALL SHEATHING AND NAILING AS PER TABLE R602.3(3)Lw r / / + / ' ,/ SHALL BE INSTALLED TO CONNECT EXG FP BLW , / / , f WD POST NOTE: BRACED WALL ANALYSIS BY TIDERUNNER ENGINEERING AND DESIGN P.C. 02.10 EACH PAIR OF OPPOSING RAFTERS , / ' !/ / BRACED WALL LINES AND PANEL CALCULATIONS AS PER R6HOUSE PER 3.2.5 OF WFCM 2001 DBC NEW MTL CHIMNEY AT EXG FP 71 218 L S IN + / / _ WIND ADJUSTMENT FACTORS LVL , l / , _ �, USED (TABLE R602.10.3(2)) EXPOSURE CATEGORY B 2 STORY 1.00 8D COMMON @ 6" OC @ 4'-0" PERIMETER ZONE ST POST BLW ` �` EAVE TO RIDGE HT 6'-0" (INTERPOLATED) 0.88 SD COMMON @ 12" OC @ PANEL FIELD ��� + \ ' 2ND FL WALL HT 9'-0" 0.95 8D COMMON @ GABLE ENDWALL RAKE MTL CHIMNEY (LR) O DBL 117 I 5'-p• � NUMBER OF BRACED WALL LINES - 2 1.00 REFER TO TABLE 3.8 WFCM SBC /8 CVL � &- _ AVERAGE ADJUSTMENT FACTOR 0.96 WD POST DN MBR FLOOR FRAMING P LAN MIN LENGTH INDIVIDUAL WALL PANELS AS PER TABLE R602.10.5 PROVIDE 8 - 10D COMMON NAILS EXG ROOF D METHOD CS-WSP EACH END OF COLLAR TIES TYP. _ 1/2" PLYWD. SHEATHING 9' WALL ADJACENT TO 60" H WINDOW 27" SIMPSON H7Z HURRICANE TIES 6D COMMON @ 3" OC EDGE EXG ROOF METHOD CS-PFG CONNECTING RAFTERS TO 6D COMMON @ 6" OC FIELD 9' WALL ADJACENT TO 60" H WINDOW 18" TOP PLATES @ EACH RAFTER - - - I - - J - MIN TOTAL LENGTH BRACED WALL PANELS REQ'D ALONG EA BRACED PROVIDE SIMPSON LPT4 OR _ _ _ N _ _ _ WALL LINE AS PER TABLE R602.10.3(1) EQUIVALENT TO TIE RIM BOARD c'I BWL C ONE STORY REIQUIRES 4.0 FT INTERPOLATED x .96 = 3.8 FT (METHOD CS-WSP) TO DOUBLE PLATE TYP. o BWL D ONE STORY REIQUIRES 4.0 FT INTERPOLATED x .96 = 1.9 FT (METHOD CS-PFG) WD POST FROM MIDGE TO HEADER - BWL 3 ONE STORY REIQUIRES 4.4 FT INTERPOLATED x .96 = 4.2 FT (METHOD CS-WSP) - - - - - HOLD-DOWN ANCHOR SCHEDULE BWL 4 ONE STORY REIQUIRES 4.4 FT INTERPOLATED x .96 = 4.2 FT (METHOD CS-WSP) DBL 11 7/8 LVL _ _ _ PROVIDE SIMPSON H6 OR I- - - - -�-- -I HOLD-DOWN "HB' "SB" STUD BOLTS PLATE ANCHOR STUD MIN. EQUIVILANT TO TIE WALL STUDS ANCHOR OR NAILS WASHERS BOLT THICKNESS SSTB SSTB L-BOLT MAX. LOADS DEFLECTION AT HIGHEST ,Ie" le" "de' (W/ MIN. STUD)- ALLOWABLE LOAD (IN.) OF BOTH FLOORS TO PLATE & BAND JOIST @ 16" OC TYP. - I - - - - _ ` - - - - - I - HD3B 4 3/4" 2 1/2' 2 - 5/8 H M.B. 1/4%2 1/2"SO. 5/B"H 3 1/2" SST62D 16 5/8' --- --- 3130 LB. OA2 �D ACC' TGIF r PROVIDE SIMPSON H6 OR HD78 5 1/4" 3° 3 - 3/4"0 M.B. 5/16N2 3/4"SQ. 7/8"0 3 1/2' SSTS34 28 7/8 --- --- 7310 LB. 0.154 v ♦ 4 - - - - - �-- - - - - 4�e` EQUIVALENT TO TIE WALL STUDS TO PLATE & BAND JOIST @ 16" , I NOTES: OC TYP _ - - - \�- - - - 1. AT EXISTING FOOTING USE SIMPSON EPDXY TIE (ET22) A.B. SYSTEM. SEE CORNER 00 INSTALLATION REQUIREMENTS FOR EDGE DISTANCE AND EMBEDMENT 2. ALLOWABLE LOADS MAY BE DOUBLED WITH SPECIAL INSPECTION IN THE COUNTY. 3. 8" THICK MINIMUM STEM WALL FOR 7/8.0 A.B. OR LARGER. \\►� �� PLYWD. FLOOR SHEATHING ID _ m _�0' 4. VALUES ARE BASED ON A CONCRETE COMPRESSIVE STRENGTH OF 2500 PSI. 8D COMMON @ 6" OC EDGE� I /" SKYLT 8D COMMON @ 12" OC FIELD � - -LSTA 18 UPLIFT STRAP 1160 OAKWOO D DRIVE_ // PROVIDE APPROPRIATE METAL CONNECTION WALL TO FOUNDATION - 1--71 -I - de PLATE WASHER, NUT & ANCHOR W/ 4-8d COMMON NAILS @ EACH END. DBL 11 7/8 LVL 4x MIN. FOR HD1DA OR SMALLER HOLES 1/32"OVERS12Eb SOUTHOLD, NY BOLT TO TIE SILL PLATE TO _ _ _ _ _ _ _ _ _ _ 6x MIN. FOR HD20A AND HD15 SCTM SECT 70, BLK 72, LOT 29 MASONRY FOUNDATION TYP @ COUNTERSINK BOLTS WHERE FLUSH POST k SILL TO BE ';•, a RIPPED WHERE PLYWOOD 6'-0" OC FOR 1 STORY, 3'-0" FOR I SURFACE IS RED'D. SEE SCHEDULE PANELS ARE LET INTO STUDS a :�: .:!� (je 2 STORIES. 12" FROM CORNERS & + + I I I I I I I I I I I I I FOR TPICAAND PLATE MICHAEL BARCLAY, ARCHITECT OPENINGS AND BOLTS TO BE MIN. SIMP. "HD'OR 'PHD" a 1.4 , a 235 E 11TH ST, NY, NY 12" DEEP, 2x OR 3x P.T.SILL PER SHEAR BOLT PER SHEAR PANEL SCHEDULE SHEAR PANEL SCHED. a 917-601-0140 •� •' 2I.MIN 1 1/2"0 HOLE AT '"�e••' Z J + FRAMING PLANS NOTES NAILING /FASTENER DETAILS SILL PLATE. > a ,I. w = SIMPSON SSTB ANCHOR L-BOLT ANCHOR HEx-HEAD BOLT ••^s � c.� -12D FOR 1°0 AND le - 8" 1/A104 N 1 1/4'0 ANCHORS de - B" HD.ANCHOR SSTB, • . •• .8 Uj 1/4" = 1'-O" 10�15�21 L-BOLT OR HEx-DEAD '' •;.a a SEE SCHEDULE FOR SIZE 3"CLEAR SCREEN PORCH ADDITION ROOF FRAMING PLAN. HOLD DN DETAILSS - 102 PC WFCM 2001 TABLE R602.3(1) - FASTENER SCHEDULE FOR STRUCTURAL MEMBERS GENERAL NOTES AMENDMENT NUMBER AND TYPE OF SPACING OF 1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF THE STATE OF NY, THE ZONING CODE OF THE TOWN OF SOUTHOLD DESCRIPTION OF BUILDING ELEMENTS FASTENER a,b c d FASTENERS AND LATEST VERSIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL FIRE DEPT REGULATIONS, UTILITY COMPANY REQUIREMENTS AND BEST TRADE PRACTISES. JOIST TO SILL OR GIRDER, TOE NAIL 4-8d - 2. CONTRACTOR OR OWNER TO FILE FOR AND OBTAIN ALL REQUIRED PERMITS FROM ALL APPLICABLE AGENCIES BEFORE COMMENCING ANY WORK 1"6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d - 3. CONTRACTOR SHALL RETAIN WORKERS COMPENSATION INSURANCE AS REQUIRED BY THE TOWN OF SOUTHOLD. 2 STAPLES, 1 3/4 - 4. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY DISCREPENCIES TO THE ARCHITECT 2" SUBFLOOR TO JOIST OR GIRDER, 13LIND AND FACE NAIL 2-16d - 5. CONTRACTOR TO VERIFY WITH UTLITIES THE LOCATIONS OF ANY PIPES, CONDUITS, TANKS AND UTILITIES PRIOR TO COMMEND=CING THE WORE SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 16"o.c. TOP OR SOLE PLATE TO STUD, END NAIL 2-1 6d - 6. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE AND OBTAIN ALL REQUIRED INSPECTIONS AND SIGN OFFS = STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-1 6d U) DOUBLE STUDS, FACE NAIL 2-1 6d 24"o.c. 7. MINOR DETAILS, NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS. DOUBLE TOP PLATES, FACE NAIL 10d 24"o.c' OAKWOOD DRIVE 8. ONLY CHECKED WORKING DRAWINGS AND COPIES OF APPROVED PLANS SHALL BE USED FOR LAYOUT. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d 16"o.c. 9. DRAWINGS ARE NOT TO BE SCALED, ONLY FIGURED DIMENSIONS ARE TO BE USED APPROVED AS NOTED DOUBLE TOP PLATES, MINIMUM 48-INICH OFFSET OF END JOINTS,FACE NAIL IN LAPPED AREA 8-1 6d - 10. CONTRACTOR TO COORDINATE AND OBTAIN ALL REQUIRED INSPECTIONS, INCLUDING: N/0/F EDGE DATE'� ._3._a 5 B-P# OF PVU FOUNDATIONS, ROUGH FRAMING, ROUGH ELECTRICAL, ROUGH PLUMBING, FINISH ELECTRICAL, FINISH MNT. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL3-8d - MADELINE TIERNEY ++ 0 BY: ���-- 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE CONSTRUCTION AREA. THOMAS TIERNEY UTILITY N83°05 30 E NOTIFY BUILDING DEPA RIM JOIST TO TOP PLATE, TOE NAIL 8d 6"o.c. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. POL 30.00 176 TO 4PM R THE TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 4-1 6d - cmf �� �WING INSPECTIONS BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER 16d 0.1�N fe 3`1".• FOUNDATION-TWO R QUIRED CONTINUED HEADER, TWO PIECES 16d FRAMING L 22 fe; �2 S. 0.5 S. FOR POURED CONCRETE 151fe. .83 o.1'E. 2. ROUGH-FRAMING&PLUMBING CEILING JOISTS TO PLATE, TOE NAIL 3-8d - 1. JOIST & RAFTER SIZES AND SPACING GIVEN FOR HEM. FIR. # 2 MIN. VERIFY SIZES WITH ARCHITECT IF OTHER SPECIES OR GRADES ARE USED. p.5 n, �� 3. INSULATION CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d - 2. G-P LAM LVL 2.0E RIDGE BEAM BY GEORGIA PACIFIC CORP OR EQUAL.. SEE DWG'S FOR SIZE AND LOCATION. stockade fence SPLIT RNL FENCE CO. 4. FINAL-CONSTRUCTION MUST CEILING JOIST, LAPS OVER PARTITION:, FACE NAIL 3-10d - FASTENERS: 16d COMMON NAILS & 1/2" BOLTS. HANGERS BY SIMPSON 2'10'+E pvc cfe. BE COMPLETE FOR C.O. fe., N81 2 15 S. &L CONSTRUCTION SHALL MEET THE CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-10d - 3. PROVIDE CONTINUOUS 2X6 TREATED SILL PLATE OVER TERMITE SHIELD - TIED INTO FOUNDATION WALLS WITH 5/8" DIA. SSTB28 crr f 2 n. GALVANIZED ANCHORS BOLTS W/ 3" S.S. WASHERS @ 68" O.C. (12" MAX. FROM ALL CORNERS) WITH 15" EMBEDMENT. 0.5 s YORKREQU STATE. OTR RESPONSIBLE OR NEW TREES, TYP RAFTER TO PLATE, TOE NAIL EW 2-16d - (12" MAX. FROM ALL CORNERS) WITH 15" EMBEDMENT. GROUT SILL fe., N PORK STATE. NOT RESPONSIBLE 2-8d - GROUT SILL PLATE TO FOUNDATION WALL. fe• 0'S E MSCNORCONSTRUCTON ERRORS 1.4'W 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2 STAPLES, 1 3/4 - 4. ALL CONCEALED SPACES IN WOOD FRAMING SHALL BE FIRE-STOPPED WITH WOOD BLOCKING ACCURATELY FITTED TO FILL THE OPENING. 2-8d - 5. PROVIDE DIAGONAL BRACING, CONTINUOUS LATERAL BRACING AND GABLE END BRACING AS SHOWN ON PLAN. w 1"x6" SHEATHING TO EACH BEARING, FACE NAIL 2 STAPLES, 1 3/4 - 6. ALL LUMBER USED FOR STRUCTURAL ELEMENTS SHALL BEAR AN IDENTIFYING MARK OF AN APPROVED GRADING BUREAU OR AGENCY O NEW CELLAR r-, PRIOR TO ITS DELIVERY AT THE SITE. o HATCH cn 2-8d 00 00 r &I 1"x8" SHEATHING TO EACH BEARING, FACE NAIL 3 STAPLES, 1 3/4 - ACO z � 3-8d - A MOISTURE PROTECTION 44.0' GARAGE WAL WITH DOOR rn WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL THERM L & 0 z 4 STAPLES, 1 3/4 � �z ;;.;;�(�;.g}?'S:;::: :;:;:.."` . NO LONGER R ESSED EWAY/PARKING 1. PROVIDE TWO LAYERS OF 15 ASPHALT SATURATED FELT BUILDING PAPER OVER PLYWOOD AT ROOF AND EXTERIOR SHEATHING BUILT-UP CORNER STUDS 10d 24"o.c. # o J N/O/F UNLESS OTHERWISE NOTED. Y EVELY"N L BERGEN TRUST NAIL EACH LAYER AS T 2. PROVIDE WEATHER WATCH & ICE SHIELD MEMBRANE S-O" MIN ALONG ALL RO(', PERIMETER., o J EXG.N RM.... cn 2 Flp. BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS 10d AND BOTTOM AND N WINDOWS N R AT JUNCTION WITH EXTERIOR WALLS AND WHERE TWO DISSIMILAR CONNECT ALL DNSPTS 3. PROVIDE A SILICONE SEALANT AROUND ALL W NDO S AND DOORS '`` MATERIALS MEET. .EkG `:`.:. F TO NEW DRYWELL ........:..:..... Lli . ... ....... .. ....... ..... .............,.. 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE - LATEST EDITION. 2 PLANKS 2-16d AT EACH BEARING _0 5. THIS PROJECT IS DESIGNED ACCORDING TO 2020 BUILDING CODE OF NEW YORK STATE, 2020 RESIDENTIAL CODE OF NEW YORK STATE ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAIL 4-16d - AND THE 2010 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. NEW 24x34 GARAGE FACE NAIL 3-16d - z .... .. RAFTER TIES TO RAFTERS FACE 3-8d - EXG:DINIJG 38-6� CONSTRUCTION NOTES t� WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATHING 1. ALL FOOTINGS SHALL RST ON UNDISTURBED SOIL AT A MINIMUM DEPTH OF 36" BELOW FINISH GRADE. P EW SCRN PRO TO FRAMING, AND PARTICLEBOARD WALL SHEATHING TO FRAMING cmf ��� NEW TERRACE 2. POURED CONCRETE SHALL HAVE A MINIMUM PSI OF 3500 AT 28 DAYS U.N.O. 5/16 - 1/2 6d COMMON NAIL (SUBFLOOR, WALL) 6 12g O J PICKET E •6• REVISED LI FENC 19/32 - 1 8d COMMON NAIL (ROOF) f 6 12g 3. P.T. SILL PLATES TO BE INSTALLED ABOVE A 16 OZ COPPER TERMITE SHIELD SAIi \ OF TERR E z T o` 1.6'�N• b 1 1/8 - 1 1/4 10d COMMON NAIL 6 12 4. ALL FRAMING AND STRUCTURAL WOOD COMPONENTS SHALL BE @2 DOUGLAS FIR OR BETTER, U.N.O. ST00 1pq�F 1-1/2" 8d COMMON NAIL 3 6 5. ALL FRAMING TECHNIQUES AND METHODS SHALL BE AS PRESCRIPTIVE DESIGN BASED ON AF&P WOOD FRAME CONSTRUCTION MANUAL �00 FOR ONE AND TWO FAMILY DWELLINGS (WCFM) OR AS SPECIFIED IN R301.2.1.1 DESCRIPTION OF DESCRIPTION OF SPACING OF FASTENERS _ F o� BUILDING ELEMENTS FASTENER b, c, d, e EDGES (inches) INTERMEDIATE SUPPORTS (inches) 6- ALL BUILDING ENVELOPE COMPONENTS SHALL COMPLY WITH THE LATEST NYS ENERGY CODE. F 1/2" REGULAR CELLULOSIC 1 1/2 GALVANIZED ROOFING NAIL 6d - E 7. FIRE BLOCKING SHALL BE PROVIDED IN ALL WOOD FRAME CONSTRUCTION IN ACCORDANCE W/ NYS CODE R602.8 LOT 21 ,� ' o 3 TO FORM AM EFFECTIVE BARRIER BETWEEN STORIES AND BETWEEN THE TOP STORY AND THE ROOF. FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 go 1 1/2 LONG o ZO 1/2" STRUCTURAL CELLULOSIC 1 1/2 GALVANIZED ROOFING NAIL 8d 8 PROTECTIVE PANELS SHALL BE PROVIDED FOR GLAZED OPENINGS IN ACCORDANCE W/ NYS CODE R301.2.1.2 IF THEY'RE REQUIRED. alp C FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 go 1 1/2 LONG 3 6 D 9. PROVIDE PRESSURE TREATED LUMBER FOR ALL STRUCTURAL MEMBERS IN CONTACT WITH THE CONCRETE OR WITH THE GROUND, IN ACCORDANCE WITH R319.1. O 1�0 r 25/32 STRUCTURAL CELLULOSIC 1 3/4 GALVANIZED ROOFING NAIL 8d 10. TEMPORARY OR PERMANENT INSTALLATION BRACING IS THE RESPONSIBILITY OF THE INSTALLER. TEMPORARY BRACING SHOULD REMAIN IN PLACE AS LONG AS NECESSARY �� n FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 go 1 3/4 LONG 3 6 FOR THE SAFE AND ACCEPTABLE COMPLETION OF THE ROOF OR FLOOR AND MAY REMAIN IN PLACE AFTER PERMANENT BRACING IS INSTALLED Z n 1 1/2 GALVANIZED ROOFING NAIL; 10� 6d COMMON NAIL; STAPLE GALVANIZED, 4 8 1/2 GYPSUM SHEATHING 1 1/2 LONG; 1 1/4 SCREWS, TYPE W OR S ENERGY CONSERVATION NOTES: 'L jc,�90 sN�� 15.7' 1 3/4 GALVANIZED ROOFING NAIL; 1. ALL BUILDING ENVELOPE COMPONENTS SHALL COMPLY WITH CHAPTER 6 OF THE LATEST EDITION OF THE ENERGY CODE OF THE STATE OF NY. O,001, 8d COMMON NAIL; STAPLE GALVANIZED, 4 8 2. ALL GLAZING SHALL HAVE A MAXIMUM U-FACTOR OF .31 L 5/8 GYPSUM SHEATHING 1 5/8 LONG; 1 5/8 SCREWS, TYPE W OR S F�00U ZON cmf 3. CEILINGS SHALL BE PROVIDED WITH A MINIMUM 7" CLOSED CELL FOAM INSULATIC,J R-45 (R = 6.5/INCH) fe. WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 4. EXTERIOR WALLS SHALL HAVE MINIMUM 3" CLOSED CELL FOAM INSULATION R-19.5 (R = 6.5/INCH) S 5. SLABS ON GRADE SHALL HAVE MINIMUM 3" RIGID INSULATION R-19 (R = 6 5/INCH) 3/4 AND LESS 6d DEFORMED NAIL OR 8d COMMON NAIL 6 12 JA 6. BASEMENT WALLS SHALL HAVE MINIMUM R-9 POLYSTYRENE RIGID INSULATION. r P � O 7/8 - 1 8d DEFORMED NAIL OR 8d COMMON NAIL 6 _ 12 F 8d DEFORMED NAIL OR 10d g 12 p 1 1/8 - 1 14 9l F,y / COMMON NAIL FASTENER NOTES 1. ALL NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND LOT 20 Z ee -- SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS FOLLOWS: 80 ksi (551Mpa) FOR SHANK BUILDING DEPARTMENT IMFORMATION DIAMETER OF 0.192" (20d COMMON NAIL), 90 ksi (620 Mpa) FOR SHANK DIAMETERS LARGER THAN 0.142" BUT NOT LARGER THAN 0.177", AND 100 ksi (689 Mpa) FOR SHANK DIAMETERS OF 0.142" OR LESS 0,• PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE 2. STAPLES ARE 16 GAGE WIRE AND HAVE A MINUMUM 7/16 - INCH ON DIAMETER CROWN WIDTH F SQUARE FOOTAGE ADDED: EXISTING: PROPOSED --- 3. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER REM \EC NG MHWM BASEMENT: 1350 SF BASEMENT: 1350 SF FIRST FLOOR: 2140 SF (INCL GARAGE) FIRST FLOOR: 2220 SF (NOT INCL GARAGE) 4. FOUR-FOOT-BY-8-FOOT OR 4-FOOT-BY-9-FOOT PANELS SHALL BE APPLIED VERTICALLY SECOND FLOOR N.A. SECOND FLOOR: 500 SF �PQ \NE ATTIC N.A. GARAGE: 732 SF (30.5 x 24) 5. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3 (1) DESIGN LOADS: ROOF - DEAD LOAD 20 psf SNOW LOAD 45psf 6• FOR REGIONS HAVING BASIC WIND SPEED OF 110 mph OR GREATER, 8d DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD �, ; `;> ^r«. r- -7 - SECOND FLOOR NON SLEEPING AREA - DEAD 20 psf LIVE 40 sf AND WOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING MINIMUM 48-inch DISTANCE FROM GABLE END WALLS, IF MEAN ROOF g ` ' '�,.. ,.. ; ; \'' r. r ` ATTICS WITHOUT STORAGE - DEAD 10psf LIVE 10 psf WITH STORAGE; DEAD 10 psf LIVE 20 psf HEIGHT IS MORE THAN 25 FEET, UP TO 35 FEET MAXIMUM L="' f STAIRS: DEAD 10 psf LIVE 40psf GUARDRAILS & HANDRAILS: DEAD 5psf LIVE 200psf AREA=41,581 SQ. FT. \E ,, 7. FOR REGIONS HAVING BASIC WIND SPEED OF 100 mph OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO TO TIE LINE � MLA o ' GJ6 NOV 3 GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHEN BASIC WIND SPEED IS GREATER THAN 100 mph, NAILS FOR O �'E EXPOSURE CATEGORY C ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 inch DISTANCE S� G O O SEISMIC CATEGORY g FROM RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING CREEK �,•.�_v...,n._m e�,... 8 GYPSUM SHEATHING SHALL CONFORM TO ASTM C 79 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SCTM SECT 70, BLK 12, LOT 29 WIND ZONE 130 mph, Zone III - WITHIN 1 MILE FROM COAST, MISSILE D TEST APPLICABLE SHEATHING SHALL CONFORM TO ASTM C 208 PROTECTIVE GLAZING PANELS 1/2" PRECUT PLYWD. PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS, APPROPRIATE 9. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL PLOT PLAN BASED ON SURVEY PREPARED BY PECONIC SURVEYORS, P.C.T ATTACHMENT HARDWARE SHALL BE INCLUDED. PANELS SHALL COVER ENTIRE GLAZED OPENING. - FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FILE # 18-103 LIST OF DRAWINGS LUMBER SPECIES & GRADE DOUGLAS FIR-LARCH SELECT STRUCTURAL GRADE Fb = 1450 psi FRAMING MEMBERS AT ALL ROOF PLANE PERIMETERS . BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO A-100 SITE PLAN, NOTES ENGINEERED LUMBER LVL 1.9E Fb 2600psi & 11-7/8" TJI 560 SERIES MAX. VERTICAL SHEAR 2050 lbs. THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER LOT NUMBERS REFER TO "MAP OF SOUTHWOOD" FILED IN THE SUFFOLK A-101 FIRST AND SECOND FLOOR PLANS SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING COUNTY CLERK'S OFFICE ON NOV. 24, 1953 AS FILE NO. 2141. -103 =�=:��. SHEATHING FLOORS - 1 LAYER 3/4" CDX T&G SUBFLOOR, GLUED AND SCREWED 10. ZIP SYSTEM R SHEATHING WALLS: ALL SEAMS BTWEEN PANELS USED TO RESIST I-ATERAL LOADS MUST BE BACKED BY SOLID WOOD FRAMING. THE PANELS SHOULD BE INSTALLED WITH MIN. A-102 DEMOLITION, ROOF PLANS �-'���ti° Aa°,yt WALLS - 1 LAYER 5/8" CDX APA RATED, NAILED WITH 8D @4" O.C. @ EDGES, 6" O.C. @ INTERIORS 0.131" SHANK NAILS (MINIMUM 1-1/2" EMBEDEMENT INTO WOOD STUDS) SPACED AT 3" O.C. ON PANEL EDGES AND 6" O.C. IN THE FIELD OF THE PANEL. REFER TO ZIP SYSTEM R SHEATHING A-103 ELEVATIONS txicx a�9 0 IF PNEUMATIC GUN IS USED NAILS SHALL BE .097 - .099 1-3/4" 3" O.C. EDGES, 6" O.C. INTERIOR INSTALLATION MANUAL. A-104 DETAIL SECTIONS `�'� F �. e'4 % ROOF - 1 LAYER 3/4" CDX APA RATED NAILED WITH 8D 0 4" O.C. © EDGES, 6" O.C. INTERIORS. IF PNEUMATIC GUNS ARE USED - NAILS SHALL BE .097 - .099 NAIL, 1-7/8", 3" O.C. EDGES, 6" O.C. INTERIOR. ANCHOR BOLTS 0' 20' 40' S-101 FOUNDATION PLAN, SECTIONS ` S-102 FRAMING PLANS, NOTES s 1. MAX. SPACING OF THE 05/8" ANCHOR BOLTS IS 33" IN ACCORDANCE WITH TABLE 3.2C OF W.F.C.M. 2001 EXISTING SINGLE FAMILY HOUSE '�;� ry�01 !Xto CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) 2. 15" MIN. ANCHOR BOLT EMBEDMENT INTO CMU FOUNDATION WALLS, IN ACCORDANCE WITH SECTIONS 3.2.1.7. AND 3.2.2.3., WIND SUBJECT TO DAMAGE FROM 3. ANCHOR BOLTS MUST BE PROVIDED WITH 3" SQUARE WASHERS, IN ACCORDANCE WITH SECTION 3.2.2.3., GROUND SEISMIC ICE SHIELD \SNOW SPEED DESIGN UNDER- FLOOD 4. ANCHOR BOLTS ARE ALSO TO BE PLACED 6" TO 12" FROM THE END OF EACH PLATE SECTION, IN ACCORDANCE WITH SECTION 3.2.1.7. 1160 O A K W O O D DRIVE [\l 0 T E S , SITE PLAN LOAD (MPH) CATEGORY WEATHERING FROST LINE TERMITE DECAY LAYMENT HAZARDS DEPTH REQUIRED MICHAEL BARCLAY, ARCHITECT 20 PSF 130 C 1 00 SEVERE 3-0' M - H S-M YES NO SOUTHOLD, NY 235 E 11TH ST, NY, NY 1" = 20'-O" 10/15/21 SCTM SECT 70, BLK 12, LOT 29 917-601-0140 REVISED 10. 10. 2 3 1/A 104 2/A 704 E DN �DR,'S SD/CO 32x96 DR SD/CO -o" MBR .J 1/A 104 co O BEDROOM & BATHROOM REVISIONS G 3-4 U INTERIOR "FLOATING" PARTITON REMOVED CLOSET ON STAIRWALL ADDED BATHROOM LAYOUT REVISED ' ENGINEERED HARDWOOD FLOORING STAIR TREADS ADDED AT TOP ROUG OF STAIRS. N Sqw N P�/VE SH/P CAp S�O�NG -0^ QD DECK ey z GARAGE REVISIONS 0 Q, 6'-0" DOUBLE DOORS RELOCATED TO NORTH-EAST SIDE ' 3'-4" ENTRY DOOR ADDED TO NORTH EAST SIDE 16'-0" GARAGE DOORS AND WALL NO LONGER RECESSED INTO BATHROOM c� BUILDING SPACE TWO FIXED WINDOWS ADDED ON SOUTH EAST SIDE. H o SD/CO o WALKWAY GARAGE SECOND FLOOR GARAGE SLAB 15.5" BLW LR FF N i 25 x 20 == 500 SF 2/A 104 / D CCC 0 BATHROOM & ENTRY REVISIONS a BATHRM DOOR RELOCATED TO TOILEBEDRT ELOCATD TO BEDRM WALL M. LINE OF EXG GARAGE (TO BE REMOVED) LINEN CLOSET ADDED OVER STAIRS WINDOW REV. BATHROOM CLOSET ELIMINATED & I N LAV RELOCATED 1/S101 CONC SLAB FLR CELLAR STAIRS ENCLOSED & DOOR ADDED TO TOP OF STAIRS. I TYPE X GPDW TYP. ENTRY WIDENED AND FIXED LITE I I �- ADDED @ FRONT DOOR I I / N R1 R3 LINEN L ADD FIXED LITE ) I R THREE PANEL DO R. I FOUR PANEL,/DOO SUBSTITUTED FOR NEW SHOWER S W ER EXG FRONT DR II STAIRS � I 36" 51" I REVIS D I I 3'-0" 0" =i I cu I o m1 0 o NEW SKLT ABV I co / x I C �� �J 2/A1o4 NEWBILCO HATCH TO CELLAR BR 1 m ❑ _ o NEW LAV EXG TV R M EXG FP o N R2 SD/CO EW WC ¢ NO WORK STL COL z^ I 32x80 DR STL CO O DOOR CLOSET DN 1 R STEEL CO I RELOCATED 36x80 DR AT 7 I ENCASED L p STL COL 24x80 24x80 DELETEDAE DOOR ADDED @ l _ - SD/CO EXG 32x80 DR CELLAR STAIRS SD CO EXG 28x80 DR REF J R2 CONC SLAB FLR DN 1 R AT 7" TERRACE BR 2 POURED CONCRETE SLABS AT TERRACE +DINING EXG KITCHEN EXG %O3 NO WORK STOVE mA SCOPE OF WORK R2 R3 ; REMOVE 510 SF ATTACHED GARAGE ADD 506 SF LR W/ 500 SF MBR ON SECOND FLOOR (1006 SF ADDITIONAL LIVING AREA) i � ADD 240 SF SCREEN PORCH W/ RETRACTABLE SCREENS ON SLAB _____________________ � � ___________________—____ ADD 732 SF ATTACHED GARAGE � R ST FLOOR 1/5101 — ' r ELIMINATE ONE EXISTING OR AND ADD ENSUITE 3 FIXTURE BATHROOM NEW 3" VENT STACK SCREENLD PORCH RELOCATE CELLAR STAIR AND ADD BILCO CELLAR ACCESS BULKHEAD 31, 2" CONCR(tE SLAB o 1 1/2" 1 1/2" 1 1/2" ------------------------jL------------------------ N EW LAV N EW LAV i 1160 OAKWOO D DRIVE =- RCD .AR' BATH 1 -NEW 3" VENT STACK 1 1/2" 1 1/2" NEW HOWER i i c 3„ 4" 2ND FLR SOUTHOLD, NY ,,�K �QTTRIcXd�''�� a SCTM SECT 70, BLK 12, LOT 29 1 1/2" NEW WALL HUNG WC 1 1/2" 20 oxr j ► NEW LAV M BATH MICHAEL BARCLAY, ARCHITECT 235 E 11 TH ST, NY, NY 917-601-0140 41 NEW SHOWER —NEW 4" SANITARY STACK 1 1/2" 1ST FLR ~ o f- 1/A104 ~~� NEW WALL HUNG WC 4 11 FIRST FLOOR PLAN NEW 4" WASTE TO EXG WASTE LINE BELOW BATH 2 NEW 4" WASTE BLW SLAB ON GRADE TO KITCHEN 1/4" = 1'-0" 10/15/21 1 01 REVISED 10. 10. 2 3 REVISED 10. 10. 2 3 PLUMBING RISER DIAGRAM 0 GARAGE Ll REMOVE GARAGE WALLS TO BLW NEW LR/DR SLAB ON GRADE BR 1 BR 3 CONVERT BR TO BATHRM REMOVE CHIMNEY ABV ATTIC RTHISEM VAREA EXG TV RV FLR TRANSITION MASONRY FLUE TO MTL FLUE FOR EW NO WORK CEL R STIR CONNECT ALL DNSPTS TO ADS PIPES BLW GR TO DRYWELLS, TYP REF RI MO C LLA S IR GU7TER BR DN 1 R DINING RM B R 2 AT 7„ `; N� REMOVE WD FLR/JOISTS FOR NEW SLAB ON GRADE AT DINING REMOVE WALL AND WINDOW EXISTING I3b"x45/ I FOR NEW SLIDING GLASS DR EXG KITQHE SKYLIGHTIS /\ NO WORK STOVE F-) m REMOVE WALL AND WINDOW FOR NEW SLIDING GLASS DRPDM RpGp -- I?OT,9p °k )`Akut P�Rb FIRST FLOOR DEMOLITION PLAN RAIN -- —---------- VELLUX S01 SKYLT F UE F OM ROP SED FIRE LA EMO ED - FIRE LAC NOT BU L 4426 EPDM ROOF ON TAPERED INSUL PITCH 1/4r'/FT TO DRAINS EC VELLUX MTL LUE F OM E G FP TA S06 SKYLT G S MTL ROOF z O r EXG ASPHALT SHINGLE ROOF 44.25x45.75 VELLUX - — M02 SKYLT 30x30 FURNACE FLUE RAI N —EXISTING 30"x45"— r 01, ? — SKYLIGHTS -- -- -- -------- -- STANDING IVETAL ROOFING 1160 OAKWOOD DRIVE � P, SOUTHOLD, NY ROOF PLAN � . =• SCTM SECT 70, BLK 12, LOT 29 SKYLIGHT OVER SCREENED PORCH 1l►* '�•.a .°°�, REMOVED. SCREENED PORCH REV. TO FREESTANDING STRUCTURE W/ MICHAEL BARCLAY, ARCHITECT TRIPLE ALL 16 MM POLYCARBONATE ROOFING. 235E 11TH ST, NY, NY ^-LLB._.--�' ^�• �, 917-601-0140 �_ DEMOLITON , ROOF PLAN 1/4" = 1'-O" 10/15/21 1 02 REVISED 10. 10. 23 MTL FLUE ST DING EAM L ROO VEL X MO EXG ASPH SHINGLES R2 R3 EXG EXG EXG NEW SCREEN PORCH 5/4 ROUGH SAWN PINE SHIP LAP SIDING EXISTING ONE STORY SINGLE FAMILY RESIDENCE NEW TWO CAR GARAGE MTL FLUE SW ELEVATION VELLUX S01 ! STA ING S M MT ROOF I li'�II I i:ill 11 III Ii jj'� li� Ilil! ! II it I !I I i I li I I illi' II 'I I F E ! III il�li I' IT UNIT W/ 4" STOP II .. II Ij'' li n f:jl ! ly I II I IP i i i II! I' EXG ASPHALT SHINGLE ROOF VELLUX S01 n I:i ;I II j i I i ullhl I�.: L, II' II li I! .HIIII li IIII i! I i L II` III ! j r l i III LI I! i EXG EXG FRONT D 9°x84' R3 R 1 FIXED rlln! LITE OH GARAGE DOOR -----------JIL—-------J I TOG RAGE TO GARAGE :,I Ili is i1 I'! EXG WOOD SHINGLES ------------ I'��lllll, I! l;li i'I,i IIII it i II III.I IIII ;I II j!Is �'il NEW GARAGE EXISTING ONE STORY SINGLE FAMILY RESIDENCE NEW TWO—STORY ADDITION ADD FIXED LITE @ ENTRY REPLACE DOUBLE WINDOW @ BATH W/ SINGLE EXTERIOR DOOR AND WINDOW SCHEDULE - MARVIN CONTEMPORARY, CADET GREY CLAD N - ELEVATION MTL FLUE SYM MFGR. NO. R. 0. (W x H) QTY JAMB MUNTINS COMMENTS TEMPERED U—VALUE SHGC AREA FROM LR/DR A 16080 CUSFD (QUAD) 16-0 x 8-0 1 4 9/16 1 LT DINING ROOM Y (YES) STANDING SEAM MTL ROOF B 8080 CUSFD 8-0 x 8-0 2 6 AND 4 9/16 1 LT DINING RM, MBR Y 64* K C 18090 CUSFD (TRPL) 18-0 x 9-0 1 6 9/16 1 LT LR Y .31 .27 162 METAL FLUE D CUAWN4872 OVER CUCAP4836 4-1 x 9-0 (2-11.5+5-11.5) 1 6 9/16 1 LT LR Y (AWNING) .31 .27 36 FROM FURNACE o 0 E CUCAP3696 3-1 x 7-11 5/8 1 6 9/16 1 LT MBR STAIR Y .31 .27 24 F CUPCA3696 3-1 x 7-11 5/8 1 6 9/16 1 LT MBR Y .31 .27 24 , H B G G CUCAP5696 4-9 x 7-11 5/8 1 6 9/16 1 LT MBR Y .31 .27 '38 H 5080 CUFSD 5-0 x 8-0 1 6 9/16 1 LT M BATH Y .31 .27 40 ""''•'r '� 1 3054 CSMT 2-7 x 4-7 5/8 2 6 9/16 1 LT M BATH, DRESSING RM N (NO) .31 .27 22 36" HIGH GUARDRAIL W HORIZONTAL WIRE & POST3 J 5080 CUFSD 4-9 x 7"/2-9 2 6 9/16 1 LT MBR N .31 .27 15 POLYCARBONITE. ST NDING SEW MTL R)OF ROOFING K 3054 CSMT 8-0 x 5-0 1 6 9/16 1 LT MBR N 31 .27 20 REV. R3 3252 CSMT 2-7 x 4-2 1 4 9/16 1 LT BR 1/13ATH 1 BATH)/N(BR) R2 3256 CSMT 2-7 x 5-0 3 4 9/16 1 LT BR 1/2 N NEW TWO CAR GARAGE R3 3252 CSMT 2-7 x 4-2 1 4 9/16 1 LT BATH 2 y SCREENED DR/WIND AREA (ADDITION ONLY) 445 SF PORCH B A FIXED FIXED GLASS GLASS ,4�iZ\'pAIR�Ck 27"x96' 27"x96" ON (THREEPANEL DOO=lDUR PANEL D i G1b41c) or n��f.✓ NEW TERRACE — CONCRETE SLABS 1160 O A K W O O D DRIVE MICHAEL BARCLAY, ARCHITECT ELEVATIONS 235 E 11TH ST, NY, NY 1 03 SOUTHOLD, NY 917-601-0140 1/4" = 1'—O" 12/26/21 SCTM SECT 70, BILK 12, LOT 29 SE ELEVATION REVISED 10. 10. 23 10'-0" SSM ROOF ON 3/4" FURRING ON 3/4" PLWD ON 2x 10'S VENT FURRING BLW SSM 0 I NEW MTL FLUE 6" CLOSED CELL R-42 2'-0„ 2x6 ATI6" OVERHANG BEDROOM REVISIONS o VENT ROOF AT FURRING BLW SSM INTERIOR "FLOATING" PARTION REMOVED CLOSET ON STAIRWALL ADDED STAIR TREADS ADDED AT TOP 5/42 LUNA WOOD SIDING ON OF STAIRS. BENJAMIN OBERDYKE BATTENS @ 30" OC W/ MBR TO STAIR BENJAMIN OBERDYKE INVISIWRAP OVER 1/2" PLYWD CDX ON 2X6 @ 16 OC WALL FRAMING. I EXG ASPH SH'L ROOF 6' 4" CLOSED CELL R-18 EXG ATTIC MBR FF 10-0 ABV LR FF TRPL 11-7/8 LVL 11 7/8 AJS25'S AT 16" O.C. EPDM ROOF ON 1/2" PROT BD ON TAPERED INSUL ON 3/4" PLWD CLG HT 8-10 I 11 7/8 TJI'S AT 16" O.C. STAIRS BEYQNDJ STAIRCASE SLATTED WOOD WALL 16080 CUSFD REVISED o 5/4 ROUGH SAWN PINE SHIPLAP TO KITCHEN DR TO TV RM o SIDING ON 1/2" CDX PLYWD. SHEATHING ON 2X6 @ 16" OC STUDS. 1 HR FPSC DR TO GARAGE GARAGE LR � 6" RADIANT SLAB ON 3" R.I ON COMPACTED FILL I 5" REINF CONC SLAB ON 2" R.I. SLAB TO HAVE 6x6 WWF OR #4'S AT 12" O.C. BOTH WAYS NEW REINF CONC FNDN EXG CMU FNDN NEW REINF CONC FNDN o o ADD BLK AS REQ'D TO BOT CLAB 8" WALLS TO HAVE #5'S AT 24" BOTH WAYS EJ �i 20x12 FTG W/ 3 - #5'S LONG AND 24" O.0 SHORT 1'-4" 3" T.O. RIDGE BM 24-6 ABV FIRST FL SLAB 6" CLOSED CELL INSUL R-42 SECTION 1 A- 104 - THRU MBRAR/SCREEN PORCH/GARAGE ADDITION BEDROOM REVISIONS INTERIOR "FLOATING" PARTION REMOVED CLOSET ON STAIRWALL ADDED STAIR TREADS ADDED AT TOP OF STAIRS. MBR OPEN o CUCAP3696 8080 CUSFD I co 36" HIGH GUARDRAIL W/ HORIZONTAL WIRE & POSTS DECK ON SLPRS ON EPDM MBR FF 10-0 ABV LR FF TRPL 11 7/8 LVL 2x8'S AT 16" O.C. TRPL 11 7/8 LVL 11 7/8 AJS25'S AT 16" O.C. 6" CLOSED CELL INSUL R 42 CLG HT 8-10 3 4" CLOSED CELL ..,. LR R-25 INSUL TO DINING TO DINING CLOSET 5/42 LUNA WOOD SIDING ON BENJAMIN OBERDYKE BATTENS @ 30" OC W/ BENJAMIN OBERDYKE INVISIWRAP OVER 1/2" PLYWD CDX ON 2X6 @ 16" OC WALL FRAMING. 2" SCHEDULE 80 STEEL PIPE— ANCHORED TO DECK FRAMING FIREPLACE jai . & SLAB INTO FOUNDATION 6' ADIANT SLAB ON 3" R.I ON COMPACTED FILL 1160 OAKWOOD DRIVE �. SLAB TO HAVE 6x6 WWF OR #4'S AT 12' O.C. B TH WAYS SOUTHOLD, NY #j,,'`.ti� r'sa,,y• SCTM SECT 70, BILK 12, LOT 29 I R-19 INSUL MICHAEL BARCLAY, ARCHITECT 235 E 11TH ST, NY, NY `V 8" 917-601-0140 WALLS TO HAVE #5'S AT 24" BOTH WAYS 0 I DETAIL SECTIONS 0 - 104 E 1:120x12 FTG W/ 3 - #5'S LONG AND 24" O.0 SHORTF 3/8" - 1'-0" 10/15/21 SECTON 2,/A- 104 - THRU MBR /LR ADDITION. REVISED 10 . 10 . 23 EXG ASPH SH'LS 4.67/12 EXG 1-STORY HOUSE 1/A 104 EXG TRPL 2x1D'$ 8" REINF CONC FNDN ON 20" W x 12" D FTG TO SHOP BOT FTG 3-0 MIN BLW GRADE EXG FNDN EXG FNDN N 0 71 W 8" Q W ti SECTION 1 /S 101 - THRU EXG HOUSE/NEW CELLAR STAR GARAGE 5" R.C, SLAB ON 2" R.I. COMPACTED FILL GARAGE SLAB 15.5" BLW LR FF 16'_8„ 214704 0 a N 10'_10" 8" REINF CONC FNDN ON ^� 20" W x 12" D FTG BOT FTG 3-0 MIN BLW GRADE q'�6" 1/S 101 CONC REINFORCING NOTES: 1. FTGS TO HAVE 3 - #5'S LONG AND 24" O.0 SHORT 2. 8" WALLS TO HAVE #5'S AT 24" BOTH WAYS 18',8„ 3. SLAB TO HAVE 6x6 WWF OR #4'S AT 12" O.C. BOTH WAYS 24'-11" s'—tY" 19'-91, 6" RADIANT SLAB ON 3" R.I ON COMPACTED FILL. EXG CMU FNDN EXG CMU FNDN #4 REBAR AT 12" O.C. T.O. FINISHED SLAB 7" BLW EXG FF 4" EMBEDMENT MIN OIL STORAGE TANK EXTEND EXG CMU TO BOTTOM LR SLAB o a LANDING 8.2" EXG CMU WALL TO REMAIN SD/CO ABV SLAB SD/CO REMOVE TOP COURSE OF BLK NEW BILCO CELLAR HATCH 3 ON NEW REINF CONC FNDN a b EXG N EXG BOILEF FP FNDN A 104 NEW STAIR STL COL — — — — — — — — — — — 12R'S AT 8.2° POURED FOOTING O STL COL o EXG CELLAR O O O EXG CELLAR 0 OSTL COL N #4 REBAR AT 12" O.C. EXG 3 1/2" DIA STEEL LOLLY COLUMNS 4" EMBEDMENT MIN EXG CELLAR SLAB 8-2 BLW FF I FIREPLACE ELIMINATED L_ — — — — — — — — — — — — J INDIVIDUAL CONCRETE SLABS ON GRAVEL BASE @ TERRACE V N,0,' ME Z TERRACE 0 m 0 6" RADIANT SLAB ON 3" R.I ON COMPACTED FILL. , T Li C)w T.O. FINISHED SLAB 7" BLW EXG FF w 0 z W X W Ri EXG CMU FNDN EXG CMU FNDN (RAISE OR LOWER AS REO'D) HP. SCRN PORCH SLAB +/- 4" BLW FF #4 REBAR AT 12" 0 C. 4" EMBEDMENT MIN 20'-0" PITCH 2" 1/S101 4" SLAB ON GRADE H.P. SLAB +/- 4" BLW FF N PITCH TO DRAIN 1160 OAKWOO D DRIVE SOUTHOLD, NY REVISED LINE OF TERRACE SCTM SECT 70, BLK 12, LOT 29 MICHAEL BARCLAY, ARCHITECT L.P. SCRN PORCH SLAB +/- 1.5" BLW FF 235 E 11TH ST, NY, NY 917-601-0140 8" REINF CONC FNDN ON I I I 20" W x 12" D FTG BOT FTG 3-0 MIN BLW GRADE � I; FOU f� DATIOf� ' SECTONS 1/4" = 1'-O" 10/15/21 1/A104__ S - 101 REVISED 10. 10. 2 3 SHEAR PANEL SCHEDULE C PANEL EDGE FIELD ANCHOR SILL PLATE TOP PLATE ALLOWABLE NOTES NUMBER NAILING NAILING BOLTS FASTENERS FASTENERS SHEAR, . 2' p 114104 O 8d @ 6" O.C. 8d @ 12"O.C. 5/8"0 @ 48" O.C. SDS4.5/LL5 A34 @ 16" O.C. 260 PLF 2 3/8"x.113 @ 2 3/8"x.113 @ @ 16" O.C. 4 B 1. ALL SHEAR PANELS SHALL BE 5/8" THICK, EXTERIOR-GRADE SHEATHING COMPLYING WITH APA PS1-07. ORIENTED STRAND BOARD O.S.B. MAY BE USED 8d 8 4" D.C. 2 @ 12"x.1 3 sOs2" O.C. WHEN INDEX RATING IS EQUAL TO OR GREATER THAN THE PLYWOOD SPECIFIED. 3 / 2 2 3/8"x.113 @ 2 3/8"x,.113 @ 5/8"0 @ 48" O.C. ® 12" O. A35 @ i6" O.C. 380 PILE 3„ e 21A104 2xs p 25`2" Bd @ 3" O.C. Bd @ 12" O.C. SDS4.5/LL5 2. FASTENINGS LISTED ABOVE ARE THE MINIMUM REQUIRED TO DEVELOP THE IN-PLANE CAPACITY OF EDAR Rq�ERS D O / 2 / 6 5/B"a @ 32" o.c. A35 @ to" O.C. 490 PLF 1/A THE SHEAR PANEL AND NAILING. SPACINGS ARE MAXIMUM. THE MORE STRINGENT SPACING 2 3 8"x.113 @ 2 3 8"x.113 @ @ 10" O.C. J qT VER 104 OR ON PLANS/DETAILS WILL CONTROL. `v Q NgNCS, D A BRACED 'Yp 3. SPACING OF FASTENINGS/ANCHORAGE SHALL BE REDUCED BY HALF WHERE ONLY A SINGLE- WALL z <L SHEATHED WALL IS REQUIRED BUT A DOUBLY-SHEATHED WALL IS PROVIDED BY THE CONTRACTOR. 4 o" 4. "SDS4.5/LL5" INDICATES SIMPSON STRONG TIE SDS 1/4" DIAM.x41/2" (ESR-2236) OR FASTEN-MASTER DBL 9.25 LVL BRACED WALL LEDGERLOK 0.228 DIAM. x5" (ESR-1078) WITH 2-1/4" MINIMUM PENETRATION INTO 0 3 o RIMBOARD/BLOCKING BELOW FLOOR SHEATHING. c8 2x10S AT ^ TRPL 2x10 yo 5. "#d" NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. 8d NAILS MAY BE SUBSTITUTED W/ cz 6 D. R 3"x.131" NAILS AT THE SAME SPACING. PLACE ALL NAILS AT LEAST 1/2" FROM PANEL EDGES AND AT LEAST 1/2" FROM THE EDGE OF CONNECTING MEMBERS FOR ALL SHEAR PANELS. WD 6. SEE TYPICAL WOOD SHEAR PANEL SCHEDULE FOR REQUIRED DETAILING. F ST DN SEE DETAILS FOR HOLD-DOWN ANCHORS TO BE INSTALLED BOTH ENDS OF ALL BRACED WALLS. So WD VECLU44 26' SKYLT rRP� B 0$T 2,10 HDR DBL •25 L co ' 1 lP TO 5.5" 4 MO ELCUX c' o BRACED WALL LINES AND PANEL CALCULATIONS AS PER R602.10 3Ox36 3p DBL 9.25 LVL C o GARAGE _C/) h N DBL a WIND ADJUSTMENT FACTORS USED (TABLE R602.10.3(2)) 9.25 LVL \ 3 1�" EXPOSURE CATEGORY B 2 STORY 1.00 21A 104 ls'_8" EAVE TO RIDGE HT 1'-O" 0.70 1ST FL WALL HT 9'-4" (INTERPOLATED) 0.97 NUMBER OF BRACED WALL LINES - 2 1.00 AVERAGE ADJUSTMENT FACTOR 0.92 MIN LENGTH INDIVIDUAL WALL PANELS AS PER TABLE R602.10.5 M B R ROOF FRAM N G PLAN B gCED` ALL rRPc 2 10 z METH9 DWALL ADJACENT TO 84" H DOOR 27" a HO a o METHOD CS-PFG oo 9' WALL ADJACENT TO 84" H DOOR 18" MIN TOTAL LENGTH BRACED WALL PANELS REQ'D ALONG EA BRACED J WALL LINE AS PER TABLE R602.10.3(1) BWL A ONE STORY REQUIRES 2.5 FT INTERPOLATED x .92 = 2.3 FT (METHOD CS-PFG) BWL B ONE STORY REQUIRES 6.0 FT INTERPOLATED x ,92 = 5.5 FT (METHOD CS-WSP) a WD POST 21A 104 BRACED WALL BWL 1 ONE STORY REQUIRES 6.0 FT INTERPOLATED x .92 = 5.5 FT (METHOD CS-WSP) m BWL 2 ONE STORY REQUIRES 6.0 FT INTERPOLATED x .92 = 5.5 FT (METHOD CS-WSP) h EXG ROOF DBL � BLVL AT 16 p'C. GARAGE ROOF FRAMING PLAN. RIDGE STRAP: SIMPSON LSTA30 BRACE WALL SHEATHING AND NAILING AS PER TABLE R602.3(3) ( SHALL BE INSTALLED TO CONNECT WD POST NOTE: BRACED WALL ANALYSIS BY TIDERUNNER ENGINEERING AND DESIGN, P.C. BRACED WALL LINES AND PANEL CALCULATIONS AS PER R602.10 EACH PAIR OF OPPOSING RAFTERS HOUSE PER 3.2.5 OF WFCM 2001 WIND ADJUSTMENT FACTORS USED (TABLE R602.10.3(2)) EXPOSURE CATEGORY B 2 STORY 1.00 - 8D COMMON @ 6" OC @ 4'-0" PERIMETER ZONE O EAVE TO RIDGE HT 6'-0" (INTERPOLATED) 0.88 8D COMMON @ 12" OC @ PANEL FIELD METAL CHIMNEY 2ND FL WALL HT 9'-0" 0.95 8D COMMON @GABLE ENDWALL RAKE REFER TO TABLE 3.8 WFCM - SBC NUMBER OF BRACED WALL LINES - 2 1.00 AVERAGE ADJUSTMENT FACTOR 0.96 2" SCHEDULE 80 STEEL PIPE ANCHORED TO DECK FRAMING M B R FLOOR FRAMING P LAN MIN LENGTH INDIVIDUAL WALL PANELS AS PER TABLE R602.10.5 PROVIDE 8 - 10D COMMON NAILS D & SLAB INTO FOUNDATION METHOD CS-WSP EACH END OF COLLAR TIES TYP. 1/2" PLYWD. SHEATHING 9' WALL ADJACENT TO 60" H WINDOW 27" SIMPSON H7Z HURRICANE TIES 6D COMMON @ 3" OC EDGE EXG ROOF METHOD CS-PFG CONNECTING RAFTERS TO 6D COMMON @ 6" OC FIELD 9' WALL ADJACENT TO 60" H WINDOW 18" TOP PLATES @ EACH RAFTER MIN TOTAL LENGTH BRACED WALL PANELS REQ'D ALONG EA BRACED PROVIDE SIMPSON LPT4 OR N WALL LINE AS PER TABLE R602.10.3(1) EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TYP. o BWL C ONE STORY REQUIRES 4.0 FT INTERPOLATED x .96 = 3.8 FT (METHOD CS-WSP) BWL D ONE STORY REQUIRES 4.0 FT INTERPOLATED x .96 = 1.9 FT (METHOD CS-PFG) WD POST FROM IDGE TO HEADER BWL 3 ONE STORY REQUIRES 4.4 FT INTERPOLATED x .96 = 4.2 FT (METHOD CS-WSP) HOLD-DOWN ANCHOR SCHEDULE BWL 4 ONE STORY REQUIRES 4.4 FT INTERPOLATED x .96 = 4.2 FT (METHOD CS-WSP) PROVIDE SIMPSON H6 OR DBL 111 /8 LVL I I HOLD-DOWN "HB" "SB" STUD BOLTS PLATE ANCHOR STUD MIN. SSTB SSTB L-BOLT 'de' MAX. LOADS DEFLECTION AT HIGHEST -• •:,,�1 EQUIVILANT TO TIE WALL STUDS o i I o ANCHOR OR NAILS WASHERS BOLT THICKNESS "le" "le" (W/ MIN. STUD)* ALLOWABLE LOAD (IN.) OF BOTH FLOORS TO PLATE & 4K6 C NT. RII0GE eL BAND JOIST @ 16" OC TYP. I HD38 2 - 5/8"0 M.B. 1/4"x2 1/2"SQ. 5/8"0 3 1/2" SSTB20 16 5/8" --- --- 3130 LB. 0.12 �4 QAIR3� re► 6 R FTER4 I@ 4 OC o PROVIDE SIMPSON H6 OR i HD7B 3 - 3/4"0 M.B. 5/16"x2 3/4"SQ. 7/8"0 3 1/2" SM34 28 7/8" --- --- 7310 LB. 0.154 s EQUIVALENT TO TIE WALL STUDS -_-_-_-_ -_-__--_ -_-_-_-_ -_-_-_-_ ----� H---- - --- TO --- ---- --- ----7 r---- ---- ---- ---- ---- NOTES: ! �� O TYPLATE & BAND JOIST @ 16° Z 1. AT EXISTING FOOTING USE SIMPSON EPDXY TIE (ET22) A.B. SYSTEM. SEE CORNER GREENED POR J INSTALLATION REQUIREMENTS FOR EDGE DISTANCE AND EMBEDMENT o o _ 2. ALLOWABLE LOADS MAY BE DOUBLED WITH SPECIAL INSPECTION IN THE COUNTY. x�� I 3. 8" THICK MINIMUM STEM WALL FOR 7/8'0 A.B. OR LARGER. • 014$ PLYWD. FLOOR SHEATHING 4. VALUES ARE BASED ON A CONCRETE COMPRESSIVE STRENGTH OF 2500 PSI. of n 8D COMMON @ 6" OC EDGE - _-_-_- -_--_- -_--_-_ -- _� L- -----__--_- ____ _ _ 8D COMMON @ 12" OC FIELD �s LSTA 18 UPLIFT STRAP 116 0 O A K W00D DRIVE ` .,s _. ' . ,j 1� PROVIDE APPROPRIATE METAL CONNECTION WALL TO FOUNDATION i de SOUTHOLD NY PLATE WASHER, NUT & ANCHOR W/ 4-8d COMMON NAILS @ EACH END. o i i o 4x MIN. FOR HD10A OR SMALLER HOLES 1/32" OVERSIZED BOLT TO TIE SILL PLATE TO 6x MIN. FOR HD20A AND HD15 SCTM SECT 70, BILK 12, LOT 29 NOV 3 );1 j MASONRY FOUNDATION TYP @ o 0 0 o COUNTERSINK BOLTS WHERE FLUSH POST & SILL TO BE a., ' " ° SURFACE IS REQ'D. SEE SCHEDULE RIPPED WHERE PLYWOOD 6'-0' OC FOR 1 STORY, 3'-0 FOR PANELS ARE LET INTO STUDS a de' 2 STORIES. 12" FROM CORNERS & FOR BOLT SIZE AND PLATE WASHERSWASHERS (T MICHAEL BARCLAY, ARCHITECT YPICAL) SIMP. "HD" OR "PHD" •..�, •'' - ,9 OPENINGS AND BOLTS TO BE MIN. �.4' 235 E 11TH ST, NY, NY 12" DEEP. 2x OR 3x P.T.SILL PER SHEAR BOLT PER SHEAR PANEL SCHEDULE SHEAR PANEL SCHED. ° 917-601-0140 'd x I MIN L 1 1/2"0 HOLE AT a •' .,a .• • F- " SILL PLATE. !. w SIMPSON SSTB ANCHOR L-BOLT ANCHOR HEx-HEAD BOLT FRAMING PLANS , NOTES NAILING /FASTENER DETAILS �� ; aS LL *120 FOR 1"0 AND le - 8" 1/A104 ,. :: If 1 1/4'0 ANCHORS de - B" HD. ANCHOR SSTB, L-BOLT OR HEx-DEAD d• •'a 1�4" - 1'-O" 10/15/21 SEE SCHEDULE FOR SIZE 3"CLEAR + SCREEN PORCH ADDITION ROOF FRAMING PLAN S - 102 REVISED 10. 2 5. 2 3