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HomeMy WebLinkAbout46715-Z ��o�oSUFFotp-CIO Town of Southold 1/15/2022 v - P.O.Box 1179 V' z 53095 Main Rd �4,, �oo� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42689 Date: 1/15/2022 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 7750 Horton Ln, Southold SCTM#: 473889 Sec/Block/Lot: 54.-1-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/14/2021 pursuant to which Building Permit No. 46715 dated 8/20/2021 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: as-built finished basement(recreation room and finished storage room)to existing single family dwellingas applied for. The certificate is issued to 7750 Hortons Lane LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46715 12/9/2021 PLUMBERS CERTIFICATION DATED 12/15/2021 0Jose h Whiteca e Au orizi I ignature �o�su�Fot � TOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46715 Date: 8/20/2021 Permission is hereby granted to: 7750 Hortons Lane LLC 7870 Horton Ln Southold, NY 11971 To: Legalize as-built finished basement within existing single family dwelling as applied for and with Flood Permit. Note-Additional certification may be required. At premises located at: 7750 Horton Ln, Southold SCTM #473889 Sec/Block/Lot# 54.-1-28 Pursuant to application dated 5/14/2021 and approved by the Building Inspector. To expire on 2/19/2023. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,034.40 Flood Permit $100.00 CO-ALTERATION TO DWELLING $50.00 Total: $1,184.40 Building Inspector OF SO(/l�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 olyCOUM'1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 7750 Hortons Lane LLC Address: 7750 Horton Ln city:Southold st: NY zip: 11971 Building Permit* 46715 Section: 54 Block: 1 Lot: 28 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 18 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 N LED Exit Fixtures Pump Other Equipment: 4' Baseboard Heat- 2, 8' Baseboard Heat- 2 Notes: " AS BUILT NO VISUAL DEFECTS " Finished Basement Inspector Signature: Date: December 9, 2021 S.Devlin-Cert Electrical Compliance Form rq so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �O Southold,NY 11971-0959 ��y�orJNIX,�� . _ ECE vE BUILDING DEPARTMENT D) TOWN OF SOUTHOLD DEC 2 22021 BUILDING DEPT. TOWN OF S;?JTHOLD CERTIFICATION Date: Building Permit No. Owner: lib r-s"f L04 e , L L C (Please print) Plumber:.— 0QSQA (Please print). I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Swornto before me this day of D:C Y , 20 Notary Public, �u 4� Coi>nty BRITTANYA.GENOINO Notary Public,State of New York No.01 GE6245154 Qualified in Suffolk County Commission Expires July 18,20_!;:.' OFSOGIyO� -7 -7-750 li&< * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ - ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION ] PRE C/O REMARKS: � `� DATE 10:, llevi --LlINSPECTOR OF SOUTyo� 5-10 * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 7654 802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRESAFETY INSPECTION- FIRE NSPECTION-FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL"(ROUGH). Nh ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -r-AV AdeL.11- N'glo-w' W c fZ(iV q !A.) DATE `L INSPECTOR rof SO TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 , . . ,.INSPECTION FOUNDATION 1ST [. ..] ROUGH PL13G. FOUNDATION 2ND ])MULATIOWCAULKING FRAMING/STRAPPING FINAL ] FIREPLACE & CHIMNEY j I FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ] 'FIRE RESISTANT PENETRATION, ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS Qcj 1::.� >1 L44� twl-op-,-L Vi-kv-% - 4j� DATE INSPECTORR Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCRIiECT11RE Brooklyn Office:450 951'St,C9,Brooklyn,NY 11209 u o laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 I December 15,2021 ! Town of Southold � CE � � C P.O. Box 1179 DEC 2 21011 Southold NY 11971 UD BUILDING DEPT. TOWN OF SOU T HOLD RE: Manfredi Residence 7750 Hortons Ln Southold NY To Whom It May Concern, I Based on my site visit,to the above address,the insulation and rough plumbing were installed per NYS Building Code. Please contact our office if you have any questions. Thank yo Anthony Portillo, RA, LEED AP .� (�rdtA;i a. .�.Y' �? O V "' C-7��-`` i N � � � V� �� `� � �L� �-1 ��C� S � �rS �.� � , J� , .ate�- �'1" +:[..} :_ _.. ... r ,s � ry $� W .. .. _ �-.tea'-•" s FIELD:INSPECTION REPC3T DATE GGN.�S S FOUNDATION (1ST) 77 FOUtDATION`(2NA)' ROUGH FItANITN : PLUMB'IN.G: y INSULATION.PER N.Y. STATE MNMGY CODS A. ,gotb� i en OQ hAl jj,I FINAL' ADDIfiIQNAQT VV 0, 6 � O�De,�FFo1��OG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �� ..._f PERMIT NO. Building Inspectorti 11 MAY j 4 221 I Applications and formsmust be filled.out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an T 1 ' Owner's Authorization form(Page 2)shall be completed. Date:5/11/2021 OWNER(S)OF PROPERTY: Name:Lawrence Manfredi Hert,,,j LA,?c LL c) SCTM# 1000-54-1-28 Project Address:7750 Hortons Lane, Southold NY 11971 Phone#:(646) 872-7590 Email:Lrmanfre@me.com Mailing Address:7870 Hortons Lane, Southold NY 11971 CONTACT PERSON: Name: same as above Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: N/A Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: N/A Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION. ❑New Structure ❑Addition ®Alteration ❑ pair ❑Demolition Estimated Cost of Project: [Other Converted to finished basement LJ1 j $Already complete Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 � PROPERTY INFORMATION Existing use of property:Home + rental property Intended use of property: same as on left Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential— this property? Dyes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professionalis responsible for all drainage and-storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code; housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.false statements made herein are,, punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Caw. Lawrence Manfredi Application Submitted By(print name): ❑Authorized Agent BOwner Signature of Applicant: Date: .— a J STATE OF NEW YORK) SSS: COUNTY OF SU LC ) IAa-u)Lculrc �t Gt.l ;1 crLL being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/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 l day of 20!�fL t Notary Public REBECCA A LUCAK PROPERTY OWNER AUTHORIZATIONtary Public-state of New York (Where the applicant is not the owner) No.UlLU63s6ss2 Qualified in Suffolk County My COmmiaalon Explree Feb.04,2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO,Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Ol '' rogerr(cDsoutholdtownny.gov - seand(D_southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INfObRMATION (All In=rvom ired) Date: Company Nam o Qct��lf Name: �o License No.: ?. email: ? PZdress.:Z-+S- ne - S-��� 35- E) reques email copy of Certificate of Compliance TotNn �urboc' L4,1 e- old ) fVC JOE SITE INFORMATION (All Information Required) Name: � s� H_D r+on_r Lc C LLC . Address: R or thg1 old j 1 Cross Street: Sodv�e.w. v � p� ©r,1r,^ o f AQ).,r's a�� Phone No.: G`(4 - 8 T 2 ° Bldg.Permit# email:L r(vi om r e Me . Com Tax Map. District: 1000 Section: S Block: l Lot:- 2 BRIEF DESCRIPTION OF WORK (Please Print Clearly)' Check All That Apply: Is job ready for inspection?: YES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑YES gNO Issued On Temp Information: (All information required) Service SizeF_11 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect F] underground ❑Overhead # Underground Laterals 01 02 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx 1 __ PERMIT # _- - -. __._ Address:.. Switches I I Outlets Surface . T Sconces. HHsF, y - r F Fans ::_..:.,�,_. ,=....: , ,_.�-:. ,�:>v.. . _,. .;�,•:.,.;..:r-,:.� ,•�.,__ .• _ , __ �. ,�. . �..... s .. ,�- __ .._ .... �.__ FudgeiW F ExhaList Oven WJD s� Smokes DW Mini _ Carbon luhcrp Genera or { Cot Coc�ktop transfer C. AHHood Se ' Amps' Have' Used` 'Special_.. :.. Comments: �✓+� ' APPLICATION �+ PACE- 1 of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. D D SECTION I: GENERAL PROVISIONS APPLICANT to read and si - AUG 3 1 2021 I. No work may start until a permit is issued- 2. The permit may be revoked if any false statements are made herein_ BUILDING DEPT, 3. If revoked, all work must cease until permit is re-issued. TOS N OF S4 UTHOLD 4. Development shall not be used or occupied until a Certificate of Compiiancc is issue 5. The permit will expire if ito work is commenced within six months of issuance. b. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND W ATTACHMENTS TO THIS APPLICATION ARE, TO THE EST OF MY O�VLEDGE, TRUE AND ACCURATE. (APPLICANT'S SfG*ATURE) DATE SECTION 2 PROPOSED DELOPMENT(Tb be completed by APPLICAI�'T} NAME /J� , ADDRESS -}� / ^��J / TELEPH NE APPLICANT j aW req ce /V l(r 4t 4 l �cS� [bC "�S �PII sal( f CO l U 110 1 t s7-Z—TS-To BUILDER , J lI NU 11�31 �4�-`1413 1��Ile X111y —PcoSpec Cl��ISiT`tr+.1 Po 66y i�4 J ueboq�tC e E�G�,INFER �� � �Vl� �lOGt"e o — P Yt PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark- A sketch attached to this application showing the project location would be helpful. —4 [+OC--�4S . �I ow a�tsz ��I ��r�e� Ctrs d QR cA �'�� 'J`C• o�(J t H� t?r"� t^Q o u r• C- r ,� • Iboo - s- - FDP(93) I ' APPLICATION ; PAGE 2 OF a DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACI1VITY STRUCTURE TYPE ❑ New Structure *Residential (1-4 Family) ❑ Addition ❑ Residential (Marc than 4 Family) W ARcration ❑ Non-residential (Floodproofng? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Dem6lldoo F ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement facturcd I-lame Park? ❑ Yes) ESTIMATED COST OF PROJECT S 91�� o B. OTHER DEVELOPMENT ACTIVITIES: Cl Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements.(Including Culvert Work) ❑ Road, Street or Bridge Construction 0 Subdivision (New or Expansion) ❑ Individual Water or Ser System ❑ Other (Please Spect7y) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3 FLOODPLAIN DETERMINATION o be completed by LOCAL ADhiINI TRATOR The proposed development is located on FIRM Panel No. Dated The Proposed Development: O Is NOT located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). 0 Is Iocated in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION t1 PAGE 3 OF a SECTION 4 ADDITIONAL- INFORMATION REQUIRED (To he cornnleted by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the apptieation can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lo( dimensions and proposed development. ❑ Development plans, drawn to scale, and specifications, including where applicable:details for anchoring structures,proposed elevation of lowest floor (including basement), types of water resistant materials used beiow the first floor,details of floodproofing of utilities located below the first floor and details of enclosures below the fust floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 awes, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodprooftng protection level (non-residential only) FC NGVD (MSL). For floMJ&oofed structures, applicant must attach certification from registered engineer or architect. ❑ Cercatio- tififrom a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting�thh finding must also be submitted_ ❑ Other: SECTION 5 PERMIT DETERMINATION !To be completed by LOCAL ADMINISTRATOR I have determined that the proposed activity. A- O Is B.O Is not • in conformance with provisions of Local Law # . 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. if BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION a PAGE 4 OF 4 _.— APPEALS,: Appealed to Board of Appeals? O Ycs O No Hearing date: Appeals Board Decision --- Approved? El Yes O No Cooditioas SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliarnce is issued The following :information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FI'. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is Ft. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. .4::... SECTION 7- COMPLIANCE ACTION (To be completed by LOCAL ADMIN15TRATOR1 The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to enure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? DYES ONO DATE BY DEFICIENCIES? O YES ONO DATE BY DEFICIENCIES? ❑ YES ONO SECTION'8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINIS'IRATORI Certificate of Compliance issued: DATE BY: Attachment B I. SAMPLE CERTIFICATE of COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLLANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (O"WER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING Cl EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19____7 AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) ARCHITECTURE Operating Business Address:3075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 251'St,Suite 203,Brooklyn,NY 11232 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL DATE: 03/11/2020 TO: LAWRENCE MANFREDI 7870 HORTONS LANE SOUTHOLD NY 11971 FROM: AMP ARCHITECTURE, PLLC 1075 FRANKLINVILLE RD LAUREL NY 11948 Enclosed please find: -(4) COPIES OF STAMPED AS-BUILT BASEMENT PLANS FOR 7750 HORTONS LANE Regards, AMP Architecture (516) 214-0160 S.C.T,M. NO. DISTRICT: 1000 SECTION: 54 BLOCK: 1 LOTS) 28 LAND N: F OF'. X MON. ' o3;W ND. S¢8o63� " MRS M O:CONNER 0.45 .0.Q �.. ` S., 1'0 d, '000 METAL"POST 0.4 4j US 2 � q x U.P.0 w C 1.8'W x O. LAND N/F —x--� rn O OF C DONALD O'CONNER 27.9- 0. WOOD DECK WALK OUT'' CELLAR 55:4' —35.7' t!1 N 1 STY,.FRM O O DWELLING ao. `: U.P.0 #7750 O GARAGE cw ' UNDER 23.6' �3 ROOF OVERHANG_. O. p M.H. a ` c baa MON FND. l PIPE PIPE — •— FND. FND. 7464650'0:0D0.00' Ay EDGE OF PAVEMENT H 0-RT U.P. U.P. LJ THE WATER SUPPLY, WELLS AND CESSPOOL LOCATIONS.SHOWN ARE FROM FIELD OBSERVAAONS AND OR DATA OBTAINED FROM OTHERS, AREA: 16,124:43 or 0.37 ACRES ELEVATION DATUM: _________________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY /S A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF TH1S•SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL'SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY /S PREPARED AND ON HIS BEHALF TO THE TITLE .COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING /NS TIT,U770N,,'..GUA'RANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES 10174E STRUCTURES.ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE,PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MARY LOU MANFREDI; MAP OF: FIDELITY NATIONAL TITLE INSURANCE COMPANY, FILED: f�r..". ,' ;} r sP ', SITUATED AT:SOUTHOLD rowN OF:SOUTHOLD 1 KENNETH M.`WOYCHUK L.S. AA SUFFOLK COUNTY, NEW YORK '' Land Surveying and Design */ P.O. Box 39 Mattituck, ,New York, 11952 FILE #72—148 SCALE: 1 "=20' DATE: NOV. ,28, .201`2` PS NB (891) 298-1588 FAX.(631) 298-1588 0 N Y S LIC:,NO:50227maintaining the records of Robert J. Hennessy 51TE PLAN HATCH KEY: PROPOSED BUILDINO ADDITION z 0 PROP05ED ACCESSORY STRUCTURE '=) 04 LLJ VON PROP05EP 2ND STORY Uj w 0: 0 J LO E 5 F E : m 0*) 0 C) 00 (L Lo w >_ z 0 -INSTALL EORESS NINDON TO EXISTINO EASEMENT 4 NIDEN OFENINO IN INTERIOR NALL z W _j FA <E"'-,r : =� 00 > z I PROJECT LOCATION & SCOPE �c SITE PLAN & ZONING DATA z >: 4 Z T4 _j C� L.L w (0 LO IIX TA GENERAL NOTES I'- LO ENERGY TABLE vi _j STRUCTURAL DESIGN CHARTS STRAPPING, & NAILING DETAILS Uj w 0,�ECJ 1:��ATA FASTENING SCHEDULE , PROJECT ZONINO PATA 0 w TAX MAP # C.) A- 101 .00 DEMOLITION PLAN _j ZONIN5 DISTRICT R-40 0 PROPOSED BASEMENT PLAN 0 _j LOT AREA 0.4 ACRE5 U) FEMA FLOOD ZONE AE (I I) kqETLAND5 DISTRICT YE5 tidditional Certification May Be Required. APPROVED AS NOTED DATE- c=)(, By.# =_ 0 BY:--- '�Tjpy BUILDNO DEPARTMENT AT '802 8AM TO 4PM FOR THE FOI I MING WSRl:GTkXIR- 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE: FOR C.O. kq00D DECK T_ ALL CONSTRUCTION SHALL MEET THP ,,,,,—NALK-OUT REQUIREM Nl:�': OF:THE CODES OFINE,� CELLAR YORK S,,i I E' NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. LU 0 GvUUMR'CY OR Q) I 0 1 STORly, (JIGE IS UNLAWFUL 0 FRAME BUILDINO V!ITHIOUT GERTIFlUT.- U) < t_ OF 0 C C U PP, z z vy Uj nECTRICAL INSPECTION REQurpXD 0 C.) ROOF OVERHANO >; OF— COMPLY WITH A'-L 0-7, L A5FHALT NEW YORK STATE & T C`,' CODES DRIVENAY AS REQUIRED AND CCr,., OF SOL17HO'7,7,1,�:!" SOUTHCLL� ",%1%PL4AING BOARD PROJECT: 41i N S0UTH0L`l"VvN TRUS)T EES S.DEC tn MANFREDI 0 V, W �x �01 KE 0 . .............. var,� 4, �,Ct a v �4 m BASEMENT x Is "'v 601 N&40 x D7 p & a S, FLO z F"A 001)DMIAGE Pwar-w-n-Tim, g WITH Cfl/kr­Tj7_ co g, jig 7750 HORTONS LN A V 'n "�­"wn"' ,g\ 4INI'M" AI j r-L _2 ,Q ftk 'N MV11LD TM N CC,#) 41, SOUTHOLD, NY 11971 A �21111z�"�,-",lli'w ," is, g? wirl;�i�"IlIl� , , . N%', . I-- I NM 'N Al, A"; 11, A _Z\4 DRAWING TITLE: HORTAN LANE -Aff� 4" "s j g A .."'gi, Aw I)X v PROJECT LOCATION &SCOPE A IVAU 00w t 4bl, jr 4N, SITE PLAN & ZONING DATA A­ "'o q gi Aw All o a Al�l P 0". R A N VT 1 111,-4 ka­ Sol M _w y 0 g SITE PLAN PAGE: *0 s I g, ',MZ I Jl\ �lw �#q Sr,ALE: 1" 15'-0" r kNI A 91 x" s Imll 51T`,,�,� W, U ji 71, v it U� 'R It 4 G-001000 1.1 1.4 Q ST 4 DATE: 08/03/21 :1 OF 4 LO(fwATION MAP 51TE LAYOUT NOTES: 50ALE: NT5 1. TH15 15 AN ARCHITECT'5 SITE PLAN 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS 51TE PLAN 15 TO THE ARCHITECT'S BEST OF KNOV4LEDOE. 1_j I 2. SURVEY INFORMATION PqAS OBTAINED D FROM A SURVEY DATED NOV. 295, 2012 5. AND PREPARED BY: KENNETH M. V40YCHUK AUG 1 7 2021 LAND SURVEYINO, PLLO PO BOX 155 AGUEBO&UE, N.'r. 11cl3l rn L= rq m P_ E E M E TELEPHONE: (651) 2le> 1555 Hoot:> FRAMINO MATERIAL STANDARDS OLA55 NINPON5 AND DOORS NOTES SFE(f.,1FICATIONS CARPENTR'lr THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. ALL &LASS TO BE INSULATED LON-E, UNLESS OTHERNISE SPECIFIED, A55REVIATIONS' 1. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb 5-75) UNLE55 OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY 0L Q IT 15 THE CONTRAOTOR'�')RESPONSIBILITY TO KEEPTH15 CONSTRUCTION DOCUMENT BINDED OTHERN15E NOTED. PRE50R15ED HEREIN. NHEN IT OAN BE 5HONN, AND THE AUTHORITY HAVINO 2. OLAS5 DOORS AND NINDO1115 SHALL NOT BE INSTALLED UNTIL PROPER ED. INSUL. Tor,ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, JURISDICTION FINDS BY EXPERIENCE, MODIELINO, OR TE5TIN0 BY AN APPROVED CLEARANCES ARE PROVIDED. 5_0 AR SPEcIFICATION5,AND BE FAMILIARIZED NITH THE PLANS PRIOR TO INORK 2. ALL LUMBER IN CRAKL SPACES TO BE 15" ABOVE SCRATCH COAT. MAINTAIN AOENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR LLI z 5" MIN. FOUNDATION EXPOSURE. OREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE '1' OLAS5 UNIT INSTALLED [BA�EEFLOOD ELEVATION INTERIOR LLJ CN SHALL BE 1;>FEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 5. ALL SLIMINO OLA55 DOORS, SKYLIOHT5, AND AN _7 I LK _j T-i 5. SILLS TO BE P.T. AND !BE V41THIN le>" OF FIN15HED FLOOR SHALL BE OF INSULATED TEMPERED OLA55, INO K11=5 (1000 LBS) Lu OIENIERAL _OURIELY FLASHED NITH A TERMITE SHIELD, ALSO (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN NOOD UNLE55 OTHERNISE NOTED. 1. NO NORK TO START UNTIL AFFf;zo\/EP PLANS ARE OBTAINED FROM THE PROVIDE SILL 5FALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2-W 5" COUNCIL'S P400D FRAME CONSTRUCTION MANUAL AND TH15 P5 FORMAT, AS < APPLICABLE BUILDINO DEPARTMENT. 15 NEOESSAR-r TO MATCH FLOOR HE10HT5 NITH THE EX15TINO STRUCTURE. APPLICABLE AS A DERIVED NORK). 4. ALL OLASS UNITS SHALL OF INSTALLED IN STRICT ACCORDANCE N17H EmANU. SPEC.'r MANUFACTURER'S 5FECIFICATION5 Lu >- MANUFACTURFR'S SPECIFICATIONS. --j MAXIMUM E30TTOM OF 2. ALL OON57R.UOTION SHALL BE PERFORMED IN A NORKMAN LIKE MANNER. 4 AT FLUSH FRAMINO, USE 16 OArvE METAL J015T5 HANOER5 BY "TECO" OR 1. IPENTIFICATION: ALL 5OLIP-5ANN LUMBER, OLUF-D LAMINATED TIM50R, _71 ALL DIMENSIONS, CONDITIONS, AND AFPLI(:,ABLE INFORMATION OF EX15TINO PREFABRICATED NOOD I-,JOIST5, STRUCTURAL COMPOSITE LUMBER, 5. ALL NINDON5 TO BE CAULKED AND SEALED AS PER NEN YORK STATE z 5TRUOTURE/SITE SHALL BE FIELD VERIFIED BY OENERAL CONTRACTOR. EQUAL. PREFABRICATED HOOP TRU55F5, OYPSUM, HARDBOARD, AND STRUCTURAL ENEROY' CONSERVATION CONS7RUCTION COPE. BOT. E30TTOM MEOH. ANICAL >_ PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR ORAI�>INO _j 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OFENINO,5 IN B.O.A. OTTOM OF V4ALL Lf) �c 5. ALL V40RK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL COMES FLOORS, ROOFS, AND NALL5. RULES SPECIFIED IN 1.1 THROUOH lb. 6. PROVIDE FLASHINO PANS UNDER ALL SLIDINO OLA55 DOORS, NINDON5, OR �FB - -- 1�MIN. 0 0 AND AUTHORITIES HAVINO JURISDICTION. ANY OTHER TYPE OF OLAS5 UNIT NHEN NITHIN 6" OF AN EXTERIOR SURFACE. J015T NAVD55 NORTH AMERICAN VERTICAL DATUM OF lcle>a 0 C> C> b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUE35, I.I. LUMBERt ALL NOOD MEMBERS USED FOR LOAD-BEARINO FURFO5E5, =OEILI� 4. ALL UNNOTED OR NON-VISIBLE FA5EMENT5 ARE THE RESPONSIBILITY U.O.N. INCLUDINO, F-Nr,>-,JOINTEr,> AND FDOF-OLUEn LUMBER, SHALL BE IDENTIFIED 1. ALL EXTERIOR DOORS ARE TO BE NFA7HERED STRIPPED AND PROVIDE ALL LO Er OF THE ONNER/BUILDER 5'1' THE ORADEMARK OF A LUMBER ORADINO OR INSPECTION AOENCY` SCREENS AND HARDNARE NECE55ARY FOR PROPER FUNCTION OF SUCH UNITS. COL. NYC 150 CITY BUILPINO CODE -7. ALL BEAMS, OIRMERS, ETO. TO HAVE MIN. OF 5-1/2" BEARIN5 NHICH PARTICIPATES IN AN ACCREDITATION FROORAM, SUCH AS THE 5. ANY OM155ION5 OR DISCREPANCIES OF: PLANS AND/OR JOB CONDITIONS AMERICAN LUMBER 5TANPARI�)5 COMMITTEE OR F-OUIVALENT. THE a. ALL CLASS 15 TO BE FREE: OF SCRATCHES AND IMPERFECTIONS. OLASS CONT. INUOU5 CENTER SHALL BE CLARIFIED NITH THE AROHITEOVENOINEER BEFORE PROCEEDIN5 b. MIN. HEADER TO BE (2) 2NIO" UNLESS OTHE"ISE NOTED. ORADEMARK SHALL INCLUDE AN EASILY P15TINOU15HAELE MARK OR, SHOULD BE OUARANTEE-17) BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. ON INNONIA OF THE ORAr�)INO ACSIENCY NHICH COMPLIES NITH THE BLE NITH THE NORK. OCCUPANCY cf. ALL P400D SILLS AND NOOD IN CONTACT V41TH MA5ONRY`/OONrRETE TO BE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-111. cl. ALL NlNr�?01615 TO BE ANDERSEN IF CONTRACTOR 15 TO SUBSTITUTE NITH z (b. NO DEVIATIONS OR cHANOES To THE STRUCTURAL 5Y57F-M SHALL BE MADE P.T. ANOTHER NINC)ON MANUFACTURER, IT 15 THE RE51-ONS151LITY OF THE [DESI��:NFLOOr�l ELEVATION FBFE PRELIMINARY BASE FLOOD ELEVATION LLI UNLE55 APPROVED BY THE: AROHITECT/ENOI NEER. 1.2. OLUED LAMINATED TIMBERS: OLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VIERIF'r THAT THE CHARACTERISTICS OF THE NINDON MATCH - -- --------- -i THE PROVISIONS OF ANSI/ALTO A 1 010.1 STRUOTURAL OLUIEP LAMINATED THE CHARACTERISTICS OF THE ANDERSEN NINDON SPECIFIED. THE DIM. MENSION F. CONO. ED CONCRETE 0o 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION V41TH FLOOR PLANS 10, ALL EXTERIOR 5HEATHINO, SHALL BE NAILED AS PER FA5TENINO SCHEDULE TIMBERS. CHARACTERISTICS ARE AS FOLLONS, BUT NOT LIMITED TO: DE51ON PRESSURE, I[D-1 ON PAOE 0-005. 0ENERALLY, SHEATHINO 15 OF 1/2" THICKNESS ON NALL5 AND D.J. > It C) BEFORE THE START OF FRAMINO ROOF AND 15 OF CDX ORADE, UNLE55 OTHERA15E NOTED. 5FE FLOOR PLANS ROUOH OPENINO, U-FACTOR, L16HT AREA, VENT AREA, AND F-ORE55 [DECKJO15TS 1.5. PREFABRICATED NOOD I-JO15TS: A55EMBLIE5 U51NO PREFABRICATED �FLATE Z 0') FOR ADDITIONAL NAILINO OR DIFFERENT NAILINO REQUIREMENTS NHFN REQUIREMENTS. =i 5. DRY PlIELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. NOOD I-,JC15TS SHALL MEET THE PROVISIONS OF ASTM D5055 lEA. f-LYPqOOD C) STANDARD SPECIFICATION FOR E5TABL15HINO AND MONITORINO 10. HINDON5 IN TUB/SHOPIJER ENCLOSURES AND NITHIN STAlRNAYS SHALL BE L_�__E TREATED Rt cl. DO NOT SCALE DRANIN05, NRITTEN DIMEN51ON5 TAKE PRECEDENCE STRUCTURAL CAPACITIES OF PREFABRICATED V400D I-JO15TS, THIS TEMPERED OLA55. ON z >: 11. SUB FLOORINO, OENERALLY, TO BE OF 5/4" THICKNESS AND OF ODX ORADE. Z NAILINO AS PER FA5TENINO SCHEDULE ON PAOE 5-005 AND OLUIED, U.O.N. DOCUMENT, THE 00VERNIN0 BUILDINO CODE AND ANY AMDITIONAL 10. ONNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, REGUIREMENT5 AS SET FORTH IN THE MANUFACTURERS CODE 11. EXTERIOR OLAZINO SHALL BE PROTECTED FROM NINMEORNE DEBRIS. Eaulp. EaUIFMENT FfiE-ou_IRE D c� I ILL CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HFATHIN& TO BE COVERED NITH TYVEK' HOU51E NRAP OR EVALUATION REPORT. OLAZED OPENIN5 PROTECTION SHALL MEET THE REQUIREMENTS OF THE LAROE w (D M155ILF TEST OF ASTM Elcfalb AND ASTM E1556 AS MODIFIED BY 2020 NY5 BC EXIST. _____]LE�X�ITINO LO m T-i APPROVED EQUAL. I 11. THESE SET OF DRANINOS ARE THE PROPERTY OF ANTHONY FORTILLO, RA 1.4. STRUCTURAL COMPOSITE LUMBER,: SINOLE MFMBIER5 OR ASSEMBLIES SECTION OARAOE DOOR OLAZED OFENINO PROTECTION SHALL MEET LO AND SHALL NOT BE ALTERED OR BE REPRODUCED V41THOUT NRITTEN U51NO STRUCTURAL COMP051TE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR EXT. ROOM 0 < 15. BLOCK EXTERIOR STUD NALL5 AT HALF STORY HEIOHTS AND AT A5TM D545(b STANDARD SPECIFICATION FOR EVALUATION OF --------- vq _j PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDOF SEAMS OF EXTERIOR 5HEATHINO. ANSI/DASMA 115. 00VERNINO BUILVINO CODE, AND ANY ADDITIONAL REOUIREMENT5 AS RAFTER STRUCTURAL COMP051TE LUMBER PRODUCTS, THIS DOCUMEN, THE [tp:U�5 A IR INTAK E 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE NORK AND 15 14. PROVIDE X' CRO55 5RAOINO AT JOISTS, STUDS, AND RAFTERS NHEN SPANS 1:2. AS AN ALTERNATIVE TO NOTE #11 ABOVE, NOOD 5TRLJ07URAL PANELS V41TH RESPONSIBLE FOP, ME51ON INTENT ONLY. EXCEED 5'-0" AND AT EVERY 5'-0". SET FORTH IN THE MANUFACTURERS COME EVALUATION REPORT. A THICKNE55 OF NOT LF-55 THAN a" AND A SPAN OF NOT MORE THAN b' SHALL FAR 11�00R AREA R AT 10 FS-T L BE PERMITTED AS OLAZINO PROTECTION. PANELS SHALL BE PRECUT AND Lu NOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE -11 FRESH AIR VENT _5.V. [SMART VENT 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAr_,IE 1.5. PREFABRICATED P400D TRU55E5: ASSEMBLIES USINO PREFABRICATED ATTACHED TO THE FRAMINO SURROUNDINO THE OPENINO. PANELS SHALL BIE F.A.V. j 0-005. PREDRILLIED AND SECURED V41TH THE ATTACHMENT HARI�)NARIE PROVIDED AS Ix 14. THE CONTRACTOR SHALL KEEP PREM15ES REASONABLY CLEAN AT ALL 00VERNINO BUILDINO CODE, AND ANY Al�)PITIONAL REGUIREMENT5 AS PER, THE ANCHORAeE METHOD 5ELECTED IN ACCORDANCE NITH TABLE FF ED FLOOR TO BE DET'ERMINED TIMES. AT THE COMPLETION OF NORK, THE CONTRACTOR SHALL REMOVE ALL SET FORTH IN AN51/Tfll I NATIONAL DF-51ON STANDARD FOR METAL PLATE 16. APPLY ALL CONDITIONS ADDRESSED IN FA57ENINO SCHEDULE AS R301.2.1.2. ATTACHMENT HARDKARE SHALL BE PERMANENT ------------------- 0 FIRST FLOOR ELEVATION 7EMF &L. RUBBISH, KA5TE MATERIALS, TOOLS, ETC., CLEAN OLASS AND LEAVE NORK NFOE55ARY. CONNECTED NOC)r�l TRUSS CONSTRUCTION, THE TRU55 DESIGN DRANIN05, CORRO51ON-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED F ELEV. IETEMPERED &LA55 uj BROOM CLEAN. OR, THE MANUFACTURER'5 CODE EVALUATION REPORT. ON THE BUILDINO. 15. THE CONTRACTOR SHALL CARRY NORKMANS COMPENSATION ANr e 11. PROVIDE ALL NAILINO AND 57RAPPINC7 ADPRE55ED ON PAOES 0-005. lb. C7Y`P5UM: OYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL J. JO-I 5T5 [THICK ,> ENERAL F. ­_ -------- LIABILITY IN5URANOE. ALL SHALL COMPLY NITH STATE AND LOCAL CODES 15. AT "NET NALL" PARALLEL TO JOISTS FRAME DOUBLE JO15T AS PER CODE. MEET THE PROVISIONS OF A5TM C56 SPECIFICATION FOR OYPSUM FOUND. [FOUIN ION FTof- or- NALL AND ORDINANCES. OENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF NALL ABOVE. SUB NALLBOARD, ASTM 05-7 SPECIFICATION FOR OYF15UM LATH, OR ASTM 011 --UARANTEE HIS P40RK AND THE NORK OF FLOOR SHALL NEVER EXCEED A 16' SPAN. SPECIFICATION FOR OYP5UM 5HEATHINO BOARD. _0DRE5157AN7 CONSTRUCTION ELEVATION J[Tr TREAD 16. THE CONTRACTOR SHOULD FULLY C -JECT. OF AL THE 5UB-rONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROU5H OFIENIN05 PROVIDE ALL APPLICABLE NAILINO AND STRAPPINO 1.1. HARDBOARD: HARDIEC)ARD USED IN A STRUCTURAL APPLICATION SHALL FIR. COMPLETION OF PRO AS PER PAOE 0-005. MEET THE PROVISIONS OF AN5I/AHA A155.4 BA51C HAF AN51/AHA AL55.6 HARt;150ARD 51DINO. 3E NOTED 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE ONNER, UNLESS OTHERNIE 20. "P.T." SPECIFIES PRE55URE PRESERVATIVELY TREATED LUMBER IN AROHI TIECT/ENOI NEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND ACCORDANCE i�d ANPA 022;NHERE DRILLINO AND/OR CU77IN(5 OCCURS, FIELD Ib STRUCTURAL PANELS: FTO. VERT. AOAINST ALL CLAIMS, DAMAOE5, L055E5 AND EXPENSES, INOLUDINO F TREAT LUMBER H/COPPER NAFTHENATE NHICH SHALL CONTAIN 2% COPPER OARD Y IN FIELt;l ATTORNEYS FEES AR151NO OUT OF OR RE5ULTINO FROM THE PERFORMANCE 0 METAL BY REPEATED BRUSHINO, PIPPINO, OR SOAKINO UNTIL THE NOOD 1.5.1. PLYNOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL THE V40RK PROVIDED THAT ANY SUCH CLAIM, DAMASE, L055 OR EXPENSE (A) MEET THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE AE35ORE35 NO MORE. ALSO, FOR HARD14ARE USED NITH P.T. LUMBER, 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH AS: HANOERS, NAILS, SCREN5,FLASHNO, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND P-ONN NITH IN,JURY TO OR DE5TRUCTION OF TANOIBLE PROPERTY (OTHER THAN THE NORK CONTRACTOR 15 TO INSTALL HARDNARE THAT 15 5FECIFIEV BY P.T. LUMBER INDUSTRIAL PLYNOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY ITSELF INCLUDINO THE L055 OR USE RIE5ULTIN5 THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDOER 13D., SILL PLATE, t�)IEOK CONSTRUCTION, PRODUCT STANDARD 2 0152) PERFORMANCE STANDARD FOR NOOP NHOLE OR IN PART BY ANY NEOLIOENT ACT OR OM155ION OF THE NOOD-BASIED STRUCTURAL- USE PANELS, APFLIOABLIF CODE HDR ETO. ANY REFERENCES TO COA ARE TO REPLACED P41TH P.T. �T5 ANY OF THEM MAY CONTRACTOR, ANY SUBCONTRACTOR, AN'rONF DIRE07LY OR INDIRECTLY EVALUATION REPORTS. HNOR [RAN ZONINO RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE: FOR NHOSE Ar 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLONINO: B. OF-ORC71A PACIFIC 2.OE 5-P LAM BOARD OR KAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BE LIABLE REOARDLE55 OF NHETHER OR NOT IT 15 OAU51EP IN PART BY A A. TRU55 .JO15T Mc.MILLIAN IAE MIOROLAM 1.5.2. ORIIENTIED-STRAND BOARD (055), NAFERBOARD ORIENTED-STRAND [HOk. TAL PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL 57RAND LUMBER) DENOTE5: THE PROVISIONS OF U.S. DEPARTMENT OF COMMEROF VOLUNTARY le?. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDINC, A. TRUSS JOIST MaMILLIAN 2.OE PARALLAM PRODUCT STANDARD 2 0152) PERFORMANCE VOLUNTARY FROI;)UOT BUT NOT LIMITED TO FORM-NORK, 5LOCK-NORK, FRAMINO, NAILINO, FLACINO ALL TO BE INSTALLED AS PER MANU. 5PEC.'s STANDARD FOR NOOI�)-BA5FD STRUCTURAL- USE PANELS OR OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR APPLICABLE CODE EVALUATION REPORTS. TO BE SURE THEY ARE IN ACCORDANCE NITH THE DRANIN05,5PFCIFICATION5, 22. I-,JO15T FLOOR 5Y`5TF_M5 SHALL BE IN ACCORDANCE NITH THE P400D APPLICABLE COPES AND OOOD PRACTICE. DEVIATIONS FRO�l THE PRANIN55 FRAMINO MATERIAL STANDARDS SECTION, THE 0OVERNIN6 5UILDINO CODE, 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL INSULATION FENESTRATION REGUIREl'-1ENTS AND SPECIFICATIONS HILL NOT BE PERMITTED NITHOU7 NRITTEN APPLICATIONS SHALL CONFORM TO AN51 A20e).l AND ANY AUTHORIZATION OF THE ARCHITEOVENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'5 COPE COPE EVALUATION REPORT. EVALUATION REPORT. Icl. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRANIN05 25. NOTCHES IN THE TOP OR BOTTOM EPOE OF 50LID SANN RAFTERS SHALL COtIPONENT PROP05ED 1��E510N lfTIVE VALUE COMPLIE5 NEEDED, UNLE55 OTHERN15E SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE CUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE Le?.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS I VALUE CITATION (FER 2020 N"T'SEOCC) PERTAININO ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONF-SIXTH OF THE ACTUAL SHALL MEET THE PROVISIONS OF ANSI/AHA A1114.1 CELLULOSIC 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTINS V40RK RAFTER DEPTH. INHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR VA 0.25 MAX.U-VALUE = 0.52 5 NITH NEN CONSTRUCTION IN A V40RKMAN LIKE MANNER. ION U-VALUE U_p LUF MAX.AIR LFAKA(5E = 0.50 cl-FM/5F YES NHICH INTERFERIE EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. SOREP HOLES ARE LIMITED CIELLUL0510 FIBER INSULATINO BOARD. [r-_ENF-5 T '[A I ,LEAKA0E 0.50 OFM/5F IN DIAMETER TO ONE-THIRZ� THE ACTUAL RAFTER P-LPTH AND THE FDOE OF THE lb.5. STRUCTURAL PANEL 51PINO STRUCTURAL FANEL SIDINO USED IN PER R402.4.5 $ TABLE R402.1.4 -CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'5 HOLE SHALL NOT BE CL05ER THAN 2 INCHES To THE TOP OR BOTTOM EMeEe. STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. �_177���� SPECIFICATIONS, UNLE55 NOTED OTHERN151E. 24. NOTCHES IN EITHER EPOF OF STUDS SHALL NOT BE LOCATED IN THE DEPARTMENT OF COMMERCE VOLUNTARY PRODUOT STANDARD I COMPLIANC,�!BTATEMENT� 22. PROVIDE FIREBLOOKING, AS PER NEN YORK ACOESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENOTH. NOTCHES IN THE OUTER THIRDS OF (P5- 1), THE 60VERNING, BUILDINO CODE, AND ANY ADDITIONAL TO THE BEST OF MY KNO�,LEDOE,BELIEF,AND PROFE55IONAL JUD6MENT,THESE PLANS AND SPECIFICATIONS ARE IN THE STUD LENOTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION COMPLIANCE P41TH THE 2020 NY5 ENEROY CONSERVATION CONSTRUCTION COME USINO CHAPTER 4 ERE1. 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A(5AIN5T ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDor REPORTS. OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE FDOE OF THE STUD. UNAUTHORIZED USE UNDER FEMERAL LAN BY THE ARCHITECTURAL NORK5 NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-5ECTION. 2.2. FASTENERS AND CONNECTOR.5: ALL FA5TENER5 AND CONNECTORS 5HALL O0PYRIC7HT PROTECTION ACT OF Iclelo (ANSFA), NHICH HAS SEVERE PENALTIES. CONFORM TO THE STANr,>ARD5 SPECIFIED IN M .2.2.17HROUC7H M .2.2.1. 25. FOR NEN NALL5, A PFRFORATED SHEARNALL SYSTEM 15 USED. THE 2.2.1. E30LTS: BOLTS SHALL COMPLY NITH ANSI/ASME B 15.2.1 SQUARE AND CODES AND RIEFERENCESTANDARM: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 1. ALL NEA NORK PERFORMED SHALL CONFORM TO THE 2020 NEN YORK NOTES, AND TABLES ON PA&E 0-003 $ 0-004. THE FA5TENINO 5CHEmULE HEX BOLTS AND SORENS (INCH SERIES). STATE BUILDINO, CODE, 2020 NEN YORK STATE RESIDENTIAL COPE, 2020 SPECIFIES THE REO'D NAILINO FOR THE 5HEATHIN&(ANY NAILINO NEN YORK STATE PROPERTY MAINTENANCE COPE, AND 2020 NEVA YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL 5UFER5F_r��E THE FASTIENINO 2.2.2. LAO 5ORENS: LAO SCREAS OR LAO BOLTS SHALL COMPLY NITH ANSI/ z UJI STATE ENEROY CONSERVATION CON5TRUSTION CODE. SCHEDULE). HOLDONNS OPERATE IN CONJUNCTION V41TH THE PERFORATED A5MF_ 515.2.1 SQUARE AND HEX BOLTS AND 50REN5 (INCH SERIE5). 2 SHEARNALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. eFEO.'s). 2 2.2.5. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 0 2. REFERENCE STANDARD USED FOR ALL. NOOD FRAMINO, CONNECTIONS OF HOLDONN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 0 NOOD FRAMINO, AND CONNECTION TO FCUNDATION - 2015 V400D FRAME SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESION CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER A550CIATION 26. COLUMN BEARINO AS FOLLOV45: STANDARD FOR METAL PLATE CONNECTED NOOD 7RU55 CONSTRUCTION, > (AF4PA) AMERICAN NOOD COUNCIL (ANO). NOOD POSTINO TO BE BLOOKIED SOLID TO FOUND. NALL N/ END ORAIN, THE OOVERNINC7 BUILDINO CODE, AND ANY ADDITIONAL RlEOUIREMENTS UJI TREATED V4000 4 FLASHINO. STEEL COLUMNS ARE TO BEAR UPON FOUND. AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. 5. ALL FLUMBINO NORK SHALL CONFORM TO THE 2020 NENYORK STATE NALL Pq/ STEFLSHIM5 4 A MIN. 5/4" OF NON-5HRINK OROUT. FLUM131NO COME. SECURE W (2) 1/211 4) ANCHOR BOLTS (4" LONC, EXPANSION BOLTS a 2.2.4. METAL CONNECTORS NHERE METAL PLATE OR STRAPPINO 51ZE AND EXIST. N^LL5 6 12" LONO HOOKED BOLTS a NFA FOUND. KALLS). FOR ANY OAOE ARE SPECIFIED, MINIMUM A57M A655, STRUCTURAL QUALITY, ORADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL -------------------- 4. ALL MECHANICAL NORK SHALL CONFORM TO THE 2020 NEN YORK STATE POSTINO a O.M.U. NALL SEE PLAN FOR REQUIRED REINFOROINO (a MIN. 161, 0 MECHANICAL CODE AND 2020 NEN YORK STATE FUEL OAS CODE. HIDE 5 COURSES OF 50LID ERICK MASONRY CENTERED a 1-05TIN(5, U.O.N.). MEET THE REQUIREMENTS OF THE COVERNINO DUILDINO, COPE AND ANY - - 1 1 - HONEVER, NHEN COLUMN OR P05TINC, 15 PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS TABLF- R501 .1 CLIMA710 $ OEOORAPHIC DF-SION CR17ERIA 5. ALL ELECTRICAL NOR< SHALL CONFORM TO 2011 NATIONAL ELECTRIC IN A SHEARKALL, ALL ANCHORS MAKIN& AN ATTACHMENT ARE TO BE wl COPE EVALUATION REPORTS. ALLOk4AE3LE r�)EFLFECTION OF STRUCTURAL tIF_�-SERS PROJECT: CODE, NFPA -70 AND 2020 NEN YORK 51-ATE ENEROY CONSERVATION 57ANDARD 5HFARNALL HARDNARE (W NOTED VALUES) 6 ANCHOR BOLTS, 2.2.5. NAILS: NAILS SHALL COMPLY V41TH A5TM F 166-T STANDARD CONSTRUCTION COPE. OROUND 5NON LOAD U.O.N. NITH TOP CAPS a STEEL COLUMNS TO BE MIN.Y4" BENT PLATE W LONO SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, 5f-lKES, AND STAPLES. 25 LE35 ALLONABLE 5A51r� V41ND SPEED 150 MPH MANFREDI SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 0-005. STRUCTURAL MEMBER DEFLECTION P4/6" RISE 4 W (2) 514"4) BOLTS THROUOH CENTER LINE OF VERTICAL LEOS 2.2b. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES OENERAL NIND PROTECTION CONNECTION NOTES: SHALL MEET THE REQUIREMENTS OF THE OOVFRNINO BUILDINO COME ADAPTED FROM STANDARD FOR, HURRICANE RESISTANT RESIDENTIAL OYPSUM NALL BOARD AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE RAFTERS HAVINO SLOPES ORFATER TH.EN 5/12 EXP05URE CATE OORY BASEMENT CONSTRUCTION;5STD 10-clq AND 201b SBC HIOH NINI�) EDITION NOOD FRAME 1. OYPSUM NALL BOARD SYSTEMS SHALL BE OF A TAFF JOINT AND JOINT MANUFACTURERS CODE EVALUATION REPORTS. L/150 CONSTRUCTION COMPOUND METHOD. N/ NO FINISHED CEILINO ATTACHED TO RAFTERS 1. A CONTINUOUS LOAD PATH BETNEFN FOOTINOS, FOUNDATION NALL5, 2.2.1. 50REV45: 5CREN5 SHALL COMPLY N17H ANSI/A5ME 5 1&.6.1 SEISMIC DE51ON OA7EOORY FLOORS, STUDS AND ROOF FRAMINO SHALL BE PROVIDED. 2. ALL (9YPSUM BOARD SHALL OF 1/2" ON NALLS AND CEILINO, UNLE55 NOOD5CREI^15 (INCH 5ERIF5). INTERIOR KALL5 4 PARTITIONS H/150 2. APPROVED CONNECTORS, ANOHOR5AND OTHER FA5TEN1N5 DEVICES NOT OTHE"ISE NOTED. NATIER RESISTANT (N.R.) AT BATHROOMS AND NHERE NEATHERINO SEVERE 7750 HORTONS LN DEEMED APPLICABLE. INCLUDED IN THE STANDARD BUILDINO CODE, SECTION 2506 OF IIEC, SHALL FLOORS $ PLASTERED CEILIN55 L/560 BE USED IN ACCORDANCE V41TH MANUFACTURERS REOC)MMENDATIONS. 5. 5/95", ONE HOUR RATED, TYPE X OYPSUM BOARD ON CEILINC, AND NALLS FROST LINE DF-PTH SOUTHOLD, NY11971 5. METAL PLATES, CONNECTORS, 5OREN5, BOLTS AND NAILS EXPOSED (NHERF APPLICABLE) AT HEAT PROPUCINO EQUIPMENT TO EXTEND THREE FEET ALL OTHER STRUCTURAL MEMBERS L/240 DIRECTLY TO THE NEATHER OR 5U5,JECT TO SALT CORRO51ON IN COASTAL IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PponurNes TERM17E MODERATE TO HEAVY AREAS SHALL BE STAINLE55 STEEL OR HOT DIPPED OALVANIZED. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON KOOD FRAME, INSTALL DRAWING TITLE: CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. EXTERIOR NALLS N/ PLASTER OR STUCCO FIN15H H/560 ICE BARRIER REQUIRED YE5 4. NHFRE NINPONS AND DOORS INTERRJJPT NOOD STRUCTURAL PANEL 4. FIN15H JOINT5, J-BEADS, NAIL DIMPLES, CORNERS,AND EVOE5 SHALL 5F GENERAL NOTES SHEATHINO AND 51DINO, FRAMINO ANCHORS OR CONNECTORS SHALL BE EXTERIOR NALLS - NIND LOADS W BR17TLE FIN15HE5 L/240 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TUD5, HEADER STUDS TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLON 24 HOURS ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENINO. TO DRY BETI^EFN COATS. F I NAL COAT TO BE 5ANDEP SMOOTH. EXTERIOR NALLS - NlNr�l LOADS I^V FLEXIBLE FIN15HE5 L/120 STRUCTURAL DESIGN CHARTS 5. METAL CORNER OF-AD To BE USED ON ALL OUT51DE CORNERS AND AROUND 5. RIMOE STRAPS SHALL BE ATTACHED TO EACH FAIR OF OPP051NO ALL OPENINOS. RAFTERS EXCEPT NHERE COLLAR TIES OF 1"x&" OR 2"x4" LUMBER is LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH FAIR OF (b. FASTEN O`T`P5UM WARD AS PER FA5TENINO SCHEDULE ON PACE 0-005. RAFTERS. 57RU(�,7UfRAL DE510N LOAL-D5 PAGE: (b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARINO. -1. FLOOR TO FLOOR HOLD-DONN5 TO OF- PROVIDED EVERY 45" AND EVERY USE 16" NITHIN 4' OF EXTERIOR CORNERS -002mOO G e�. SILL PLATE TO FOUNDATION ANCHORACIE;SILL PLATE SHALL BE ANCHORED EXTERIOR BALCONIES 40 psf 15 p5f TO THE FOUNDATION NITH ANCHOR BOLTS HAVINO A MIN. E30LT DIAMETER OF J" AND 5"x5"xj" NASHERS. A MINIMUM OF ONE ANCHOR E30LT SHALL BE DECKS 40 psf 15 psf PROVIDED NITHIN b 70 12 INCHES OF: EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONCRETE/MASONRY DATE: 08/03/21 2 OF :4:] FOUNDATIONS. ANCHOR BOLTS SHALL OF- LOCATED V41THIN 12" OR CORNERS PASSANOER VEHICLE OARAOE5 50 psf AS PER PLAN AND AT SPAOINO NOT EXCEEMINO 4' ON CENTER. ATTICS NITHOUT 5TORA5E (MAX CLEAR HOT < 4:29 10 psf 15 pef ATTICS NITH STORAOE (MAX CLEAR HOT > 4:2") .20 psf 15 psf ROOMS OTHER THANSLEEPINO ROOMS 40 psf 15 psf 5LEEPINO ROOMS 50 psf 15 psf STAIRS 40 psf 15 psf OUARPRAIL5 AND HANDRAILS 200 psf 15 psf 2 p5f FOR ATTIC ROOF LOADING, (LIVE = OROUND SNON LOAD) 25 psf �5 psf FOR CATH. *ALL 57RUCTURAL DESION CONSIDERATIONS ARE IN CONFORMANCE NITH ASCF '7-IO (MINIMUM DE51ON LOADS FOR BUILDINOS AND OTHER STRUCTURES) T`I'C I GAL NAlLlN0/STRAf='FlN0 IRI EOU I REM`ENTS FOR --- -- FASTENINO SGEDULE (L �+ UAL I FTS SHEAR/ � LATERAL Y`l I ND RES STAN(f.,E NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS I (SEE PAGE 0-003 FOR 5TRAPPIN5 AND NAILING REQUIREMENTS, AND ROUGH OPENING FRAMING REWREMENTS) Wj = TCN-1 "ALL STRAPPING TO BE IY4 x 20 GAUGE -- "SIMPSON" EQUIVALENT - 0520 (GO I LED STRAP ALL NAILING I5 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W %-I FUSE IOd NAILS IF STRAPPING IS OYER PLYWOOD; TVP. FOR ALL j -(SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) uj >; FASTENER SPEC. FASTENER Z — DE5CRIPTION AND QUANTITY SPACING Z CONNECTION A NAIL I NO 0R I D - - ---- ry ROOF GE I L I NO FRAM I NO LO I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd -- — O O O ...- COMMON NAIL Wo PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) 5EE PAGE 5-003 PER RAFTER d LO S AT RAFTER TO RIDGE 2" EWOOE 15 ASSUMED To BE DF,#2 s BTR. IN DRY USE m CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOI5T Z CONNECTION: 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL ! O ry (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 0-003 EACH LAP O ( FOR STRAP - 3 8 d COMMON ' HOLES,SET NEW MEMBER. NAILS ® EA. END OF STRAP. • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED Z LJJ • • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-I6d COMMON EACH LAP Q r �„ S.SEE SECTION b FOR ANY REOT TO CLINCH THE NAILS(TO -- - _J 00 FOR ROOF SLOPES UNDER 5:12 WITH C.J G.TIES 4 1 TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) 5EE PACE G-003 PER TIE ROOF SPANS OF 24' OR GREATER, GRAPHIC BELOW) O USE 4 8 d COMMON NAILS 0 - ! Z_ O O 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY EA. END OF STRAP FOR ROOF SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE ! BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END J O SLOPES OF 5:12 AND GREATER. CR 4-1. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Z >: 4 Z CONNECTION BI BCONNECTION: 2 AT RAFTER TO TOP PLATE TO STUD Q N WALL FRAM I NO LLw CD LO = � a a ° FOR STRAP - 3 8 d COMMON NAILS ® �2""f""""" TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT C) J O EA. END OF STRAP: • / �• �� s� WHEN IN TOWN OF ISLIP OR NAILING I y TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I66 COMMON JOISTS - EA. 51DE " NOTE GEOMETRY EXCEEDS THAT PERMITTED IN t MAX. NAILING GRID ABOVE UTILIZE , ' ' STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. jSIMPSON # H2A (OR EQUAL) RAFTER TIE -_ � HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES t . FOR TOENAILING - 5 B d COMMON NAILSUSE SAME + TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD W " i' • CONNECTION """"-•-•. "�" FOR G.J. TO R.R. - cI 16 d COMMON NAILS ! BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, REOUIREMENT5 FOR •.._. 2-I6d COMMON ';2 PER FOOT ~ V RAISED G.J.'s (WHEN AT G.J. TO G.J. CONNEG71ON: -ENDJOIST, or BLOCKING (FACE-NAIL) _ J APPLICABLE) FOR EA. PLATE TO STUD ABOVE S OR BELOW __—___-__-- — V .J _2 _Ih_d COMMON NAILS FOR G.J. TO G.J. - 16 d COMMON NAILS j FLOOR FRAMING � Q " GONNEGTION GI $ G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER J015T I • BRIDGING TO J015T (TOE-NAIL) 2-5d COMMON EACH END " ° BLOGKINO TO JOIST (TOE-NAIL) 2-5d COMMON EACH END AT STUD TO FLOOR ASSEMBLY h • 3-I6d CO �,2 - --- - TO STUD CONNECTION: BOP PLIATE (TOE NAIL) I I NO TO SILL or MMON EACH BLOCK FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-16d COMMON EACH J015T NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST ` FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-16d COMMON PER JOIST - -. i BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT _...._.. � j — 11 11 �� .. ROOF SHEATHING STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 02" FIELD f CONNECTION DI D2 BLOSOLD IN6 PERIMETER EDGE ZONE 8d COMMON b" EDGE / Co" FIELD ® EA.BAY CABLE ENDWALL RAKE OR RAKE TRU55 H/ 5d COMMON 4" O.G. UP TO 9" RAKE OVERHANG " AT STUD TO FLOOR ASSEMBLY TO SILL I • ! GE I L I NO SHEATH I NO ` PLATE(5) CONNECTION: D2 GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD f ° ° FOR STRAP - 3 8 d COMMON NAILS ® EA. -- -- --- DI 4..` / ° • END OF STRAP (WRAP STRAP UNDER SILL PL.) j WALL SHEATHINO ' FOR EA. PLATE TO STUD ABOVE $ OR BELOW - �``••..,x ° ° _2 _16_ d COMMON NAILS V j STRUCTURAL PANELS 5d COMMON b" EDGE / 12" FIELD a ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD Sd COOLERS -f" EDGE / 10" FIELD F. . ; Q FLOOR CONNECTION w/# LPT4 SIMPSON (OR - -- - - ......"" 5d NAITRA® EA. — — Z STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP TO EA.JOIST-(FOR 2 ALTERNATE USE FLOOR SHEATH I NO (SUBFLOOR) o SIMPSON H2.5A) _.—--:-- dO Q U EG XISTINTO BE DEMOLI5HED NEW PARTIAL HEIGHT = WOOD FRAME (L.G. STL. 67 W N WHEN APPLICABLE) J i EXISTING TO REMAIN W 1H NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q }: W 5TL. WHEN APPLICABLE) w Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS O Z IGABLE (MIN. (2) 2"xb" STRUCTURAL J J WHEN APPL ) P05T FOR b" WALLS), U.O.N. w O 0 O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.G. STL. Lo m WHEN APPLICABLE) O � O Z it Q W J J 00 Z � Cfl Y � � Qz 'H u- w Lo � Lo r0-I < O FLOOF: PLAN NOTES W OWINDOW NOTE: I. ALL NEW WINDOWS E DOORS SHALL BE ANDERSEN CASEMENT, DOUBLEHUNG, OR GLIDING (AS NOTED); INSTALL AS PER MANU. 5PEC.'S. FOR EXISTING EXISTING SUBSTITUTIONS, 5EE NOTE #9 IN "GLASS WINDOWS EXISTING EXISTING W AND DOORS" ON PAGE G-002 IF CASEMENT WINDOW WINDOW WINDOW WINDOW WINDOWS - ALL 05MNT WNDW5 SHALL HAVE WINDOW WINDOW WINDOW WINDOW = J STRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE J TILT WASH Q 5. ALL GLAZING WITHIN IS" OF FF TO BE TEMP. CL. 4.SEE PACE 0-005 FOR FRAMING ELEMENTS AROUND I WINDOWS (TYP. FOR ALL) U.O.N. EGRESS NOTE: 86"FINISHED 1 86"FINISHED IN COMPLIANCE WITH NEW YORK STATE BUILDING CEILING HT. I CEILING HT. i CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: I I NET CLEAR OPENIN5........... 51 S.F. I i NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20' MINIMUM EXIST.CLAD EXISTCLAD C7 LAUNDRY/RECREATION ROOM - LAUNDRY/RECREATION ROOM POST I (TYP.)— p_ P05T (TYPJ 7 , zrn0 .Zoo L0 F- I _>z_> z_ W M> W REMOVE EXISTING 212xO DOOR $ ADJACENT WALL A5 DRAWN I i e 2Qx6t �,�BI FOLD BFOLD F I / \V ✓\\ I I i STACKED ! STACKED O W&D W&D m I I vz r 1 / IQxbA VENT '� <\ VENTVENT z I i�� 1 PLUMBING VOID z I PLUMBING VOID JI -� t- W wJ U U 4._b.. aI 4'-b" a I o I Of I RECREATION SPACE I RECREATION SPACE I I �p ►� I �p , +64p REMOVEI N= EXISTING W m d) m w 31'X19' VIII I I I z �X-, 4 � x TWX FINISHED STORAGE o X Z f U) WINDOW Ill I (V p _� I N FINISHED STORAGE o z O IIIA I m ® �`�� O _p 0 VIII I I 1 UNFINISHED STORAGE 1 UNFINISHED STORAGEui OPEN FOUNDATION WALL FOR ,TALLATION OF NEW EGRESS WINDOW NEW EGRESS WINDOW +6� +60 U . CL. , U � j I ' GL � ELECTRIC LI ELECTRIC PROJECT: HWT HWTSELF CLOSINGSELF SELF CLOSING OSING x � M A AQ E D I OOSELF LOSINJG STEELDR STEEL DOOR BASEMENT EXISTING GARAGE EXISTING GARAGE ' 7750 HORTONS LN SOUTHOLD, NY 11971 DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED DRAWING TITLE: STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. DEMOLITION PLAN NO WORK TO BE DONE BESIDES WHAT 15 NOTED IN PLAN PROPOSED BASEMENT PLAN DEMOLITION PLAN FROPOSED BASEMENT PLAN PAGE: SCALE: I/4"' = I'-O" SCALE: I/4" = I'-O" A-101m00 DATE: 08/03/21 4 OF 4 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "G-003" FOR NAILING 8 STRAPPING DETAILS. **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** NINPON CHART EGRESS # ROUGH OPENING I WINDOW DIMENSION CLEAR OPENING IFTEMPEREDTAG TYPE MODEL ___.-- -------_--- I-__— WIDTH REQ D: 20 HEIGHT REQ'D:24" HEICHT WIDTH -- - HEIGHT OPEN REO'D: 5.7 S.F. t; A DOUBLE HUNG TW3046 J I L