The URL can be used to link to this page

Home My WebLink About47649-Z �o4apf SOUT`o Town of Southold * * P.O. Box 1179 G� 0 53095 Main Rd Couxtr.� � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46825 Date: 01/28/2026 THIS CERTIFIES that the building ALTERATION Location of Property: 745 Gagens Landing Rd Southold, NY 11971 Sec/Block/Lot: 70.-10-32 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/24/2022 Pursuant to which Building Permit No. 47649 and dated: 04/06/2022 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 a covered front porch, conversion of an attached garage to living space, and a covered walkway to an existing single-family dwelling as applied for with ZBA #7982 dated 4/3/2025. The certificate is issued to: Gal Ohayon,Noga Ohayon Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 47649 1/14/2026 PLUMBERS CERTIFICATION: RF Plumbing & Heating Inc 10/24/20 A oriz d gna e �o��pF SOUT Town of Southold * * P.O. Box 1179 41�kl 53095 Main Rd 00uar.'� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46826 Date: 01/28/2026 THIS CERTIFIES that the building ALTERATION Location of Property: 745_Gagens Landing Rd Southold, NY 11971 Sec/Block/Lot: 70.-10-32 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/24/2022 Pursuant to which Building Permit No. 47649 and dated: 04/06/2022 - 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: Accessory garage as applied for. The certificate is issued to: Gal Ohayon ,Noga Ohayon Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 47649 1/14/2026 PLUMBERS CERTIFICATION: l utho d igna e pFSO//jyo TOWN OF SOUTHOLD AMENDMENT BUILDING DEPARTMENT TOWN CLERK'S OFFICE gi3•49!r CO°M� 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#: 47649 Date: 04/06/2022 Permission is hereby granted to: Gal Ohayon 105 Freeman St Brooklyn, NY 11222 To: Construct interior alterations and garage conversion to living space at existing single family dwelling as applied for. *8J13 2025�r-AMEND-Pe.rrnitato include attached garage, breezeway and covered front entry porch as applied for with ZBA#7982. Additional certification may be required. Premises Located at: 745 Gagens Landing Rd,Southold, NY 11971 SCTM#70.40-32 Pursuant to application dated 02/24/2022 and approved by the Building Inspector. To expire on 10/06/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $472.00 CO-ALTERATION TO DWELLING $50.00 ELECTRIC $200.00 Renewal F_eee„s s -a$361:00•; Tota I $1,377.00 Building Inspector TOWN OF SOUTHOLD o�SufFot co� aye 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#: 47649 Date: 4/6/2022 Permission is hereby granted to: Ohayon, Gal 105 Freeman St Brooklyn, NY 11222 To: Construct interior alterations and garage conversion to living space at existing single family dwelling as applied for. Additional certification may be required. At premises located at: 745 Gagens Landing Rd, Southold SCTM #473889 Sec/Block/Lot# 70.-10-32 Pursuant to application dated 2/24/2022 and approved by the Building Inspector. To expire on 10/6/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $472.00 CO-ALTERATION TO DWELLING $50.00 Total: $522.00 Building Inspector o�*pff SO(/T�,OI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road G Q P.O.Box 1179 Southold,New York 11971-0959 OUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gal Ohayon Address: 745 Gagens Landing Road City: Southold st: NY zip: 11971 Building Permit#: 47649 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: PeConiC Power Systems License No: ME-45056. SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation X 2nd Floor Hot Tub EV Charger New Addition Attic Spa Generator Survey Mezzanine Garage X I Dock INVENTORY Service 1 ph In-wall Heater Recpt 47 Ceiling Fixtures 9 Smoke Detectors 4 Pump Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 17 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 55 Combo Smoke/CO 3 Transformer Sub Panel A/C Blower Range Recpt 1 Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Oft Fridge 1 AutoCover ARC Blower Heads Switches 37 Pucks Lights Dishwasher 1 Mini Fridge 2 GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: 16 step lighgts, 240v floor heat Notes: RENOVATION OF FIRST FLOOR OF DWELLING & DETACHED GARAGE Inspector Signature: lwolal ( Date: January 14, 2026 ��pF SQ�ryo. Town Hall Annex Telephone(631)765-1802 54375 Main Road ; j Fax(631)765-9502 P.O.Box 1179 G • �. Southold.NY 11971-0959 BUILDING DEPARTMENT � ��7 {{�� TOWN OF SOUTHOLD !` OCT 2 4 2024 f g CERTIFICATION Date: j cey4A'� CY i;3it'i.�'FYbiY3+ Date:_ Building Permit No. i Owner: tin lease print) Plumber: . : 1 — (Please print i i I certify:that the solder used in the water supply system-contains less than 2/10 of 1% lead i i J (PI bets Signature) Sworn to before me this I day of 4- Notary Public,. V tP. Count "'; LoPMA LAMS Haw Public,State of New York #01 LA6179883 ouarfied In Suffolk County Term Expires December 31,20? t L o��OF SOGTHp/_ i -i Vqq h `o # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�' 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: I� TO iPlAyl� DATE 'Y��/ INSPECTORwu OE SOUTy�I 0 5 # # TOWN OF SOUTHOLD BUI PT. `ycourm, 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: Ar& DATE 0 I aq✓ INSPECTOR oF souryOlo —7 * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 1� 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: A/bo-ty, fw9hbde- 5,061 : wt i �qs m 4t .O Acc 4-- f "fgO ,n JAvwA C/44 57�UG�Oa� / — QIGdl2Q i�fi I/l �.dGR dy�. 54c DATE Ia a7• 93� INSPECTOR *OF SOUryO� # # TOWN OF SOUTHOLD BUILDING DEPT. i'oum, 631.765-1802 � r(o INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKING r] 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: Ouvt,6v UvcE�� ew DATE INSPECTO g SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. `yco 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 [ ] CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ VI CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C9alfeme- S/0 ,c va pofL l2eAulk A ,C I Vo �► G�n v� DATE INSPECTOR - pF SOUTy�Io # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH 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: CeAAW-a61—, 44,6 CA dr 00 4 DATE INSPECTOR o��OF SOUIHpI q7Y�qq 715 � o # # TOWN OF SOUTHOLD BUILDING DEPT. • aao ly/'mumll`P 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: DA4-S-S`I' INSPECTOR ' OF SOGIh°� _ # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 u INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6 �U DATE bon INSPECTO �1�OF SOUIyO �l ?zl5 TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: �4�adsc L-TS auk A vie 4o he 5m e i v\ beA EK +o e, os 0- fo / rw -er DATE INSPECTOR /#W& �o�apP SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. "ou�v,��'�0 631-765-1802 qj.�qj INSPECTION, [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] _ ULATION/CAULKING . [ ] FRAMING /STRAPPING [ FINAL [ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: AG 4 1 n Cek- CLA V4 0�f DATE INSPECTOR Charles M. Thomas, R.A., PLLC 206 Lincoln Street Riverhead, NY 11901 e-mail: cdthomas63(a)_aol.com December 8, 2025 DEC 1 0 2025 Southold Town Building Dept. P.O. Box 1179 Southold, NY 11971 Re: Permit#47619 745 Gagens Landing Rd.,Southold To Whom it may concern, Based on my inspection at the above address the concrete porch footings, framing and strapping were completed per the approved Architectural plans and per NYS Building . Code. .D ARCS Since I �©�� ,�M•TKO��Ci C� N arles M.T o as, K � -. 02406 yOQ� FOF NE`I'� ............................. Scanned with ®CannScanner :! Docusign Envelope ID:9738FE22-EOAO-46C6-AOB9-96778630131E Rocket Insulation,LLC(367) Job Number: 6641988 40 Haynes Court RONKONKOMA,NY 11779 Insulation Certificate Insulation is installed in the structure described below as follows: Work Area Item Installed Bags / Sq Feet 8.4'x 200'SC15100C 1.5MIL Poly 2X4 Exterior Walls BASF Walltite Max Closed-Cell 2.84"R-21.00 Knee Walls BASF Walltite Max Closed-Cell 2.84"R-21.00 Roof Rafters BASF Walltite Max Closed-Cell 7"R-49.70 Foam Seal Door And Windows CF812 Foam Sealant Knee Walls F-SCIF4800500P Radiant Shield 48"Perforated Fire Caulking Intumescent 814, Rockwool FS-ONE Max Firestop Sealant(20 oz. Foil) Insulation Material and Labor Pursuant to Contract R-19 16"x 96"-Unfaced-Metal Framing R-21 15"x 93"-Kraft-Wood Framing *Fiberglass blow has no settling factor for R-values Job Name: 745 Gagens Landing Road Southold,NY 11971 Job Address: 745 Gagens Landing Road SOUTHOLD,NY 11971 02/09/2024 DocuSigned by: Date Completed: bV'GA,V'b Insulation By: ratm LA1 OCT 1 1 2024 Building Department Town of Soulhoid L rn �� i -_ r I eM� � � + � � ,.� 0 Certifications indicated hereon signify that this plat of the properly depicted hereon was made in accordance with the existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional land Surveyors. This certification is only for the lands depicted hereon and is not certification of title,zoning or freedom of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon and are not transferable to additional persons,entities or subsequent owners. I I TAX LOT 33 Q FE POST N 87*58*10" E 140.00' O.5'N & RAIL FE WOOD FE STOCKADE FE SHED ONFE ON LINE FENCE 0.3'N 1.5'N _ FENCE 0.5'S FENCE LINE 0.5'E FE p� T PLANTED HEDGE 0.3'S �- x'" CHAIN LINK �' PLANTED FE 0.4'S FENCE REA 0.3'S O PO .X•• ,^ EQUIPMENT Q YJ SHOWER OBLOCK N "•'POOL •• CURB ••,PL',ary76Q;: 13.7S • E RESS AREA' ZO WINDOW O O BENC INGROUND to ON A/C 30.2' POOL r w¢ O UNIT °Mu! CIE �W Z o a Z 3w~ N o ;•.. ;.• LU 3 :•,tvtA50Nf2V•:::;•:::: Q 33.7' �zd nFI- Z30.0' ; ;.2.0 OJn .•••PLANTED AREA• W ' �I ^ vi a 2.o p Z zo.o cw, �o W Y r OJ - WOOD m ° M a O Q W t2 LANDING o O O N OVERHANG 29.3' & STEPS N 3 N Q •::• R/O ui 20.8' PLA NTED •PLANTED ':L' 0 Z Z AREA 64.2' AREA /{,S:•�.E• N WOOD 0 W STONE WALL 21.3' FENC ALL STONE WALL .•a:. ": - I^ z0. '0 . GARAGE °� p GRAVEL DRIVEWAY FUEL .a',• O TANK 2, BLOCK CURB 4.7 N FE FE GATE PLANTED AREA 0.8'S ON LINE HEDGE — STOCKADE FENCE 0.5'W 0.4'E PIPE HEDGE �—x x �— m MONUMENT FE FE CHAIN LINK FENCE FE FE FOUND x 1.6'S 0.7'S 1.7'S 0.6'S FOUND S 87'58'10"' W 140.00' 0.6•W 0.3'E 0 TAX LOT 31 6 JAN - 2026 -LE AI�Wei AVENUE CLEAFM CALCULATM LOT COVEMOE CALL JL ATKft EXISTING CLEARED AREA: 13,576 SO. FT. RESIDENCE: 1,913 SO. FT. ALLOWABLE CLEARED AREA: 9,362 SO. FT. GARAGE: 391 SO. FT. ROOF OVERS: 285 SO. FT. POOL: 513 SO. FT. DECK & STEPS: 263 SO. FT. NOTE& OPEN PORCH: 76 SO, FT 3,441 SO. FT. 1. LOT AREA — 15,603 SO. FT. 2. PROPERTY IS ZONED R-40 AS PER TOWN OF 3,441/15,603 — 22% SOUTHOLD ZONING MAP. ALLOWABLE COVERAGE: 3,121 SO. FT. VEY MEW:: SURVEY 3. DEED REFERENCE: LIBER 12558 PAGE 316 MEW: The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of fences,retaining walls, pools,patios,planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were not examined or considered as a part of this survey. Easements,Rights-of-Way of record,if any,are not shown.Property corner monuments were not placed as a part of this survey. © 2024 BBV PC Barrett Tax Map: DISTRICT 1000 SECFION 70 BLOCK 10 LOT 32 (@B"/ Bonacd & Ma of: PROPERTY Unauthorized alteration or of Section to p this survey is a violation of Section Van Weele PC 7209 of New York St E ion Law Map Lot: -- Map Block: -- Engineers e Surveyors Planners 175A Commerce Drive Hauppauge,NY 11788 Filed: -- No.:-- County: SUFFOLK T 631.435.1111 F 631.435.1022 www.66vpc.com Situate: SOUTHOLD,TOWN OF SOUTHOLD _ �p,se-i Certified to: True No.: -- Revision By DateUPDATE SURVEY J.F. 12/10/2025 of this survey.mcp not beor- ADDRESS ZONING BOARD COMMENTS C.W. 6/17/25 ing the land surveyor'S embossed GAL OHAYON&NOGA OHAYON ADDRESS ZONING BOARD COMMENTS C.W. 4/7/25 seal and,signature shall not bE coo- UPDATE SURVEY do CLEARING CALCULATION A.V.R. 3/7/25 si&pd to be a true and Volid copy Surveyed by: J.E. Drafted b : A.V.R. Checked by: GJ.B. project No.: A170241 B Scale: 1"= 30' Date: OCTOBER 1 2024 K:\Da17\A170241\DWG\A170241:dwg,TITLE SURVEY,12/15/2025 4:08:55 PM,Barrett,Bonaca&Van Weele/SN FOUNDATION ---------------------------- t Mr01 UMMAW Me ROUGH FRAMING& PLUMBING m INSULATION PER N.Y. STATE ENERGY CODE 4M X I � , AIM . ADDITIONAL CONMENT _ �"�.., /lam � :•' I�, o / L -jamif. ��i� FIELD INSPECTION REPORT DATE COMMENTS QQ� io g b FOUNDATION (1ST) TOV �., ------------------------------------ C FOUNDATION (2ND) lit J o rC y ROUGH FRAMING& (' PLUMBING r t/� C w N r INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS d `2 alb- r 'Q L z O� y•o? S' d u/A/1�C /�SI�R - aGG //1 5/dz zeq �C / f� 1 CrJ H t" x d b y TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I PERMIT NO. �/`e Building Inspector: J F E B 2 4 2022 Applications and forms must be filled out in their entirety.Incomplete v ,s Tr DIE applications will not be accepted. Where the Applicant is not the owner,an ". �,f ,` �;+'y 471.'7 C.t�:' �?iyJz+.• 'i�Jrv'�J' Owner's Authorization form(Page 2)shall be completed. Date:2/24/22 OWNER(S)OF PROPERTY: Name:Gal Ohayon SCTM#1000-70-10-32 Physical Address:745 Gagens Landing Road, Southold NY 11971 Phone#: 6 _ �- O Email: Mailing Address: CONTACT PERSON: Name:COnst ntine Riga h� Mailing Address:2 60 Main ad, Orient NY 11957 (� `-,�O,) A , C6 Phone#:917-509-87 Email:c@rigasco.com DESIGN PROFESSI AL INFOR TIO Name:,Joseph Fisc tti P.E. Mailing Address:1725 Hoba oad, Southo _ Y 11971 Phone#:631-765-2954 '�Email:joseph@fischefti.com CONTRACTOR INFORMATION: Name:Constat ne Rigas je-t e1 Mailing Address:22L ain Road, Orient NY 11957 Phone#:917-509-8751 Email:c@rigasco.com DESCRIPTION OF PROPOSED CONSTRUCTION ; ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $200,000 Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? ❑Yes W No 1 PROPERTY INFORMATION Existing use of property:Single Family Intended use of property:Single Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is 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 for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. k L, Application Submitted By(print na e): '� 1�~ 'e BAuthorized Agent El Owner Signature of Applicant: Date: CONlc, D.BUNCH STATE OF NEW YORK ) Notary Public,State of New York SS: No.01 B U 6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2_02) 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'4D r Vl Notary Public PROPERTY OWNER AUTHORIZATION (See separate authorization) 2 . ........ February 6",2024 FEB 6 2024 Noga& Gal Ohayon 745 Gagens Landing Road `V'i V Southold,NY It 971 Town of Southold 54375 Main Road Southold,NY 11971 Re: 745 Gagens Landing Road, Southold,NY To Whom It May Concern: Please allow this letter to be my authorization for HEIDTMANN & SONS, INC. to be the official agent for all aspects of the garage & house renovation work to be completed at 745 Gagens Landing Road, Southold,NY. Thank you Sincerely, oga& Gal Ohayon S Subscrib an W'o me this day of ' 2024 ubscrib an wo r Notary c LORETTA LAMB Notary Public,State of New York *ol LA6179883 Ouarified in Suffolk CountY December 31,ioa-1 Term Expires Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Gal Ohayon,residing at 745 Gagens Landing Road,Southold NI'11971 do hereby authorize Constantine Rigas to apply on my behalf to the Southold Building Department for any and all needed permits. /' 14 2121122 (Owner's Signature) (Date) Gal Ohayon (Print Owner's Name) FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Received - SOUTHOLD,N.Y. OCT.072024 NOTICE OF DISAPPROVAL Zoning Board of Appeals Date:February 6,2024 Revised&Renewed:April 5,2024 Revised&Renewed:July 2,2024 TO: Jeff Heidtmann(Ohayan) PO Box 932 _ Cutchogue,NY 11931 ' Please take notice that your amendment drawing,received February 1,2024: , For permit to: Amend tlie:,eurrerit coast ddfloii:of:ari�aecesso g'e,dad to const uct.d. . c�overed.frorit-porcli:at: Location of property:745•Amens Landing ding Read.:Soutkold':N ' County Tax Map No. 1000—Section 70 Block 10 Lot,32 - Is returned herewith and disapproved on the following grounds: The-construction.taking place.of an,accesssory-Aaraae on this nonconforming d 5<6.03 sq;ft:' ' paraeT`in•tlie'Residcnt al.R 40.Distrlct..is�not,pe rt"t pursuant to Article III Section 280Y15 vuluch:-states "l�ccessory tuil'dii , and st%uetures nr citlzer•accessory uses;slialI. be.located is t e reyuire'il.rear'yarii". The.:gard0e.1s Gcated inthe.side=yard Additionally and.as:per.Article.XXIII;Section 280-124.lots less than 20.000_sa.:t. aiea rir uire a front yarn setback of 35 feet:and are..hmiteil to 20%lot'c ra e.. Accordm: .to the most raceintsite plan the proLosed front,porclhasra�fr'ont yard setback Please note,the garage currently has a building permit(#47596),for an accessory in the rear yard; upon receipt of amended plans, along with an updated survey,the garage,placement has changed and is now in the side yard. The breezeway shown to attach the garage does not meet the town definition of a breezeway. A Stop Work Order-has been issued. This!=revised based on an amended site plan showing a front porch,received 41412024. Authorized Signature Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC:file,Z.B.A. R BOARD MEMBERS �*ZF SU(/j�v Southold Town Hall Leslie Kanes Weisman, Chairperson ,�O !� 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. Office Location: G pQ Town Annex/First Floor Nicholas Planamento Margaret Steinbugler �IiYC�O�� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov `F4•`tf _ .y ,x}} � , ZONING BOARD OF APPEALS .bit- 8.3 TOWN OF SOUTHOLD AP �--- Tel. (631) 765-1809 7 2025 FINDINGS, DELIBERATIONS AND DETER1bI ', MEETING OF APRIL 3, 2025 ZBA FILE No.: 7982 NAME OF APPLICANT: Gal and Noga Ohayon PROPERTY LOCATION: 745 Gagens Landing Road, Southold, NY SCTM#1000-70-10-32 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Tlie subject parcel is.a rectangular non-conforming 15,603 sq. ft. lot in the Residential R-40 District. The western propet-ty line extends 111.45 ft. along Gagens Landing Road to the northerly property line which extends 140 ft.east along the adjoining residential lot to the north,ending at the easterly property line at a neighboring residential lot. The easterly property line extends 111.45 ft.south along the adjacent residential lot tathe southerly property line. The southerly property-line extends 140.00 ft. west to Gagens Landing Road. The lot is improved with a one-story dwelling attached via a covered walkway to a one-car accessory garage,an in-ground swimming pool with masonry patio, a rear deck, a gazebo in the rear adjacent to the pool, and a pergola in the rear behind the garage,all as shown on the survey prepared by Barrett Bonacci&Van Weele,P.C. dated October 1,2024. BASIS OF APPLICATION: Request for Variances from Article.III, Section 280-15; Article XXIII, Section 280- 124; and the Building Inspector's July 2,2024 Notice of Disapproval based on an application for a permit to Am6nd the current construction of an accessory garage and to construct a covered front porch attached to a single family dwelling; at 1) accessory garage located in area other than the code required rear yard; 2) construction located less than'the code required minimum front yard setback of 35 feet;3)more than the code permitted maximum lot coverage of 20%; located at: 745 Gagens Landing Road, Southold,NY. SCTM No. 1000-7 0-10-32. RELIEF REQUESTED: The applicant requests: • A variance for a covered,unenclosed front perch with a front yard setback of 29'-10 3/8" versus the required 35' front yard setback fora lot size of,i_ess,thhh 20,000 sq. ft. in the Residential R-40 District, as depicted in the site plan for the "As Built Garage Conditions Ohayon Residence - Proposed Front Porch Roof' prepared by Charles M. Thomas, Architect, dated April 3, 2024 and last updated June 3, 2024; Page 2,April 3,2025 #7982,Ohayon SCTM No. 1000-70-10-32 • A variance for 20.8% lot coverage versus the code required 20%maximum lot coverage,for a lot size of less than 20,000 sq. ft. in the Residential R-40 District, as depicted in the site plan for the "As Built Garage Conditions Ohayon Residence-Proposed Front Porch Roof'prepared by Charles M. Thomas, Architect, dated April 3, 2024 and last updated June 3,2024; . • To legalize an as-built accessory one-car garage in the side yard versus the code required rear yard, as depicted in the survey prepared by Barrett Bonacci&Van Weele,P.C. dated October 1,2024; and in the site plan for the"As Built Garage Conditions Ohayon Residence - Proposed Front Porch Roof' prepared by Charles M. Thomas, Architect, dated April 3, 2024 and last updated June 3, 2024; and in the site plan for the "As Built Garage Conditions-As Built Garage"prepared by Charles M.Thomas,Architect, dated January 2,2023. AMENDED APPLICATION: During the hearing the Board noted discrepancies between the site plan for the "As Built Garage Conditions Ohayon Residence - Proposed Front Porch Roof' prepared by Charles M. Thomas, Architect, dated April 3, 2024 and last updated June 3, 2024, and the survey prepared by Barrett Bonacci & Van Weele,P.C. dated October 1,2024, specifically that certain structures depicted in the survey were not included in the lot coverage calculation shown on the site plan. The applicant was asked to re-calculate the lot coverage including all applicable structures. On March 27, 2025 the Board received an updated survey prepared by Barrett Bonacci & Van Weele, P.C. dated October 1, 2024, last updated March 7, 2025, indicating amended lot coverage of 23.9% compared to 20.8%as originally applied for. ADDITIONAL INFORMATION: The applicant's agent submitted a letter dated February 12, 2025 stating that the property owners are willing to remove structures on the property built without permits as a condition of approval The subject parcel is covered by Certificate of Occupancy No.Z-4954 dated December 21, 1972 pursuant to Building Permit 6156-Z dated October 2, 1972 for a private one family dwelling. Improvements to the subject parcel are covered by: Certificate of Occupancy No. Z-34520 dated August 25, 2010 pursuant to Building Permit 34642-Z dated April 30, 2009 for an accessory in-ground swimming pool with fence to code as applied for. Building Permit #47649 is referenced on the property card copy submitted with the application. Building Permit #47649, dated April 6, 2022, and pursuant to an application received February 24, 2022, is for"Construct interior alterations and garage conversion to living space at existing single family dwelling as applied for." A"Stake Diagram-Proposed Garage"survey prepared by Barrett Bonacci&Van Weele,P.C. dated March 1,2023 showing the location of the proposed garage in the side yard was included with the application. The stake diagram references a"Sketch Plan Provided by Heidtmann& Sons, Inc. last dated February 10, 2023." A Stop Work Order dated February 5,2024 for Building Permit#47649 was included in the application.The Building Department's Notice of Disapproval dated February 6, 2024, revised and renewed April 5, 2024 and July 2, 2024, notes that "the garage currently has a building permit (#47596) for an accessory in the rear yard; upon receipt of amended plans, along with an updated survey,the garage placement has changed and is now in the side yard. The breezeway shown to attach the garage does not meet the town definition of a breezeway. A Stop Work Order has been issued." During the hearing ZBA staff located Building Permit#47596 referenced in the Stop Work Order and read into the record that this permit was issued to construct a new accessory garage in the rear yard of an existing single-family dwelling with a minimum 5-foot setback from the rear and side property lines. No letters from neighbors or other agencies were received regarding this application. Page 3,April 3,2025 #7982,Ohayon SCTM No. 1000-70-10-32 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6, 2025 at which time written and oral evidence were presented. The hearing was adjourned to March 6, 2025 at which time the hearing was closed subject to receipt of additional information. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law&267-b(3)(b)(1). Grant of the front yard setback and legalization of the as-built accessory garage will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This residential neighborhood on the north side of Goose Creek is architecturally diverse with a mix of one-story and two- story dwellings some of which appear to be original one-story ranch style homes and some to be homes since remodeled and expanded to two stories. Garages attached to one or the other side of a house are common in the area as are modest front stoops and unenclosed front porches. Grant of the lot coverage variance as amended will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The density of structures in the rear yard could establish a pattern of excessive lot coverage contrary to the intent of the zoning code. 2. Town Law 5267-b(3)(b)(2). The benefit of a covered front entry porch sought by the applicant cannot be achieved by some method feasible to the applicant other than an area variance. The existing dwelling is set back 35 feet from the front property line so any addition at the entry will incur an area variance. The as-built one-car garage could have been placed in the required rear yard,as depicted in Building Permit#47596, however it meets side yard setback requirements, its appearance is in keeping with fully attached garages in the neighborhood, and its location adjacent to the dwelling, set back from the dwelling's front face, and attached via a covered walkway, is more functional than a rear yard location. The benefit of the covered porch and one-car garage caused the need for a lot coverage variance as amended,which can be brought into greater conformity by reducing or eliminating other structures on the parcel,specifically the as built pergola and as built gazebo. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 15%relief from the code for the covered front porch and 100% relief for the garage in the side year. However, similar front porches with similar front yard setbacks are common in the neighborhood and the visual appearance of the semi- attached one-car garage is similar to and less bulky than the appearance of attached garages that are also common in the neighborhood. The as-amended lot coverage variance sought is mathematically substantial,representing 19.6%relief from the code. No evidence was presented to establish that excessive lot coverage is common in the neighborhood. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood, however given the proximity of Goose Creek to the south, it is prudent to adhere to lot coverage requirements. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law V67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. The applicant built the one-car garage in other than the required rear yard, received three notices from the Building Department Page 4,April 3,2025 #7982,Ohayon SCTM No. 1000-70-10-32 indicating the need for amended plans prior to receiving a Stop Work Order, and completed the garage project in spite of the Stop Work Order. 6.Town Law U67-b. Grant of relief for the front yard setback and the garage location as applied for is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a covered front porch and an easily accessible one-car garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Grant of the lot coverage relief as amended is NOT the minimum action necessary and adequate to enable the applicant to enjoy benefit of a covered front porch and an easily accessible one-car garage. There are multiple structures on the parcel which could be altered or removed to bring the lot coverage more into conformity with the code. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Steinbugler,seconded by Member Weisman(Chairperson), and duly carried,to GRANT the variances as applied for front yard setback and garage location and shown on the Architectural Plans "As Built Garage Conditions Ohayon Residence dated January 2, 2023 and Proposed Front Porch Roof'last revised June 3, 2024, prepared by Charles M. Thomas, Architect, and DENY as Amended the lot coverage variance of 23.9% depicted in the survey, and GRANT ALTERNATIVE RELIEF of 22%. Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the survey and recalculation of lot coverage conforming to the alternative relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall remove the as built gazebo and pergola and submit to the Zoning Board two revised signed and sealed survey's depicting the Alternative Relief granted for Lot Coverage of 22%. 2. The septic system on the subject property must be approved by the Suffolk County Department of Health Services 3. The proposed covered front entry porch and the pre-existing front porch may not be enclosed in anyway. 4. The proposed covered front entry porch may contain only basic electricity for ambient lighting. 5. The applicant must apply to the Building Department for a building permit for the "as built" garage within 90 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. Page5i,April 3,2025 #7982,Ohayon SCTM No. 1000-70-10-32 6. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built"garage and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 7. Prior to obtaining Certificates of Occupancy the applicant shall submit a revised site plan showing the removal of the pergola and gazebo. 8. The "as built" improvement(s)may not be used until a Certificate of Occupancy has been obtained. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree ofnonconformity,providedde minimis reliefis requested within one year ofthe date ofthis decision. Any time after one year,the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations,extensions,demolitions,or demolitions exceeding the scope of the reliefgranted herein,are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subjectproperty that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3) years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals. Vote of the Board: Ayes: Mem ers Weisman(Chairperson), Dantes, Planamento, Acampora and Lehnert. (5-0) Leslie Kanes Weisman, Chairperson Approved for filing / /2025 Southold ` BOARD MEMBERS ��SQUlyO! . 53095 Main Road P.O.Box 1179 wn Hall Leslie Kanes Weisman,Chairperson ,t0 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. N ae Office Location: G o Town Annex/First Floor Nicholas Planamento .r0 Margaret Steinbu ler `, oU 54375 Main Road(at Youngs Avenue Southoldt'f 1�1\7, http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ,. Mt Tel.(631)765-1809 ��R1tc3gn� �'ot��1c1 'Eon o6 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 3,2025 ZBA FILE No.: 7982—AMENDED JULY 10,2025 NAME OF APPLICANT: Gal and Noga Ohayon PROPERTY LOCATION: 745 Gagens Landing Road, Southold,NY SCTM#1000-70-10-32 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls-under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY-ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSMESCRIPTION: The subject parcel is a rectangular non-conforming 15,603 sq. ft. lot in the Residential R-40 District. The western property line extends 111.45 ft.along Gagens Landing Road to the northerly property line which extends 140 ft.east along the adjoining residential lotto the north,ending at the easterly property line at a neighboring residential lot. The easterly property line extends 111.45 ft.south along the adjacent residential lot to the southerly property line. The southerly property line extends 140.00 ft. west to Gagens Landing Road.The lot is improved with a one-story dwelling attached via a covered walkway to a one-car accessory garage,an in-ground swimming pool with masonry patio, a rear deck,a gazebo in the rear adjacent to the pool,and a pergola in the rear behind the garage,all as shown on the survey prepared by Barrett Bonacci&Van Weele,P.C.dated October 1,2024. BASIS OF APPLICA 1ION: Request for Variances from Article III, Section 280-15;Article XXIII, Section 280- 124;and the Building Inspector's July 2,2024 Notice of Disapproval based on an application for a permit to Amend the current construction of an accessory karage and to construct a covered front porch attached to a single family dwelling; at 1) accessory garage located in area other than the code required rear yard;2)construction located less than the code required minimum front yard setback of35 feet;3)more than the code permitted maximum lot coverage of 20%; located at: 745 Gagens Landing Road, Southold,NY. SCTM No. 1000-70-10-32. RELIEF REQUESTED: The applicant requests: • A variance for a covered,unenclosed front porch with a front yard setback of 29'-10 3/8"versus the required 35' front yard setback for a lot size of less than 20,000 sq. ft. in the Residential R-40 District, as depicted in the site plan for the "As Built Garage Conditions Ohayon Residence-Proposed Front Porch Roof'prepared by Charles M.Thomas,Architect, dated April 3,2024 and last updated June 3,2024; Page 2,April 3,2025-AMENDED JULY 10,2025 #7982,Ohayon SCTM No. 1000-70-10-32 • A variance for 20.8%lot coverage versus the code required 20%maximum lot coverage,for a lot size of less than 20,000 sq. ft. in the Residential R-40 District, as depicted in the site plan for the "As Built Garage Conditions Ohayon Residence-Proposed Front Porch Roof"prepared by Charles M. Thomas,Architect,dated April 3,2024 and last updated June 3,2024; • To legalize an as-built accessory one-car garage in the side yard versus the code required rear yard,as depicted in the survey prepared by Barrett Bonacci&Van Weele,P.C.dated October 1,2024;and in the site plan for the"As Built Garage Conditions Ohayon Residence - Proposed Front Porch Roof' prepared by Charles M. Thomas, Architect, dated April 3, 2024 and last updated June 3, 2024; and in the site plan for the "As Built Garage Conditions-As Built Garage"prepared by Charles M.Thomas,Architect,dated January 2,2023. AMENDED APPLICATION: During the hearing the Board noted discrepancies between the site plan for the"As Built Garage Conditions,Ohayon Residence.- .Proposed Front Porch Roof' prepared by Charles M. Thomas, Architect, dated April 3, 2024 and last updated June 3, 2024, and the survey prepared by Barrett Bonacci & Van Weele,P.C.dated October 1,2024,specifically that certain structures depicted in the survey were not included in the lot coverage calculation shown on the site plan. The applicant was asked to re-calculate the lot coverage including all applicable structures. On March 27, 2025 the Board received an updated survey prepared by Barrett Bonacci& Van Weele, P.C. dated October 1, 2024, last updated March 7, 2025, indicating amended lot coverage of 23.9% compared to 20.8%as originally applied for. ADDITIONAL INFORMATION: The applicant's agent submitted a letter dated February 12, 2025 stating that the property owners are willing to remove structures on the property built without permits as a condition of approval The subject parcel is covered by Certificate of Occupancy No.Z-4954 dated December 21, 1972 pursuant to Building Permit 6156-Z dated October 2, 1972 for a private one family dwelling. Improvements to the subject parcel are covered by: Certificate of Occupancy No.Z-34520 dated August 25,2010 pursuant to Building Permit 34642-Z dated April 30, 2009 for an accessory in-ground swimming pool with fence to code as applied for. Building Permit#47649 is referenced on the property card copy submitted with the application. Building Permit #47649, dated April 6, 2022, and pursuant to an application received February 24,2022, is for"Construct interior alterations and garage conversion to living space at existing single family dwelling as applied for." A"Stake Diagram-Proposed Garage"survey prepared by Barrett Bonacci&Van Weele,P.C.dated March 1,2023 showing the location of the proposed garage in the side yard was included with the application. The stake diagram references a"Sketch Plan Provided by Heidtmann&Sons,Inc.last dated February 10,2023." A Stop Work Order dated February 5,2024 for Building Permit#47649 was included in the application.The Building Department's Notice of Disapproval dated February 6, 2024,revised and renewed April 5,2024 and July 2, 2024, notes that "the garage currently has a building permit (#47596) for an accessory in the rear yard; upon receipt of amended plans, along with an updated survey,the garage placement has changed and is now in the side yard. The breezeway shown to attach the garage does not meet the town definition of a breezeway. A Stop Work Order has been issued." During the hearing ZBA staff located Building Permit 947596 referenced in the Stop Work Order and read into the record that this permit was issued to construct a new accessory garage in the rear yard`of an existing single-family dwelling with a minimum 5-foot setback from the rear and side property lines. No letters from neighbors or other agencies were received regarding this application. Page 3,April 3,2025-AMENDED JULY 10,2025 #7982,Ohayon SCTM No. 1000-70-10-32 By letter dated July 2,2025, the applicant's representative,Megan Carrick of Charles M. Thomas, RA., PLLC, requested that the Board amend the decision rendered on April 3, 2025 by removing Conditions #2,which requires that the septic system on the subject property must be approved by the Suffolk County Department of Health Services (SCDHS). She indicated in her letter that in speaking with a staff member of the Town's Building Department,that SCDHS approval should not be required. At the July 10, 2025Regular' Meeting, the Board members voted unanimously to AMEND Condition #2 to read: "The septic system on the subject property must be in compliance with the Town of Southold Building Department." FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6,2025 at which time written and oral evidence were presented. The hearing was adjourned to March 6,2025 at which time the hearing was closed subject to receipt of additional information. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to, be true and relevant and makes the following findings: 1. 'Town Law§267-b(3)(b)(1). Grant of the front yard setback and legalization of the as-built accessory garage will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This residential neighborhood on the north side of Goose Creek is architecturally diverse with a mix of one-story and two- story dwellings some of which appear to be original one-story ranch style homes and some to be homes since remodeled and expanded to two stories. Garages attached to one or the other side of a house are common in the area as are modest front stoops and unenclosed front porches. Grant of the lot coverage variance as amended will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The density of structures in the rear yard could establish a pattern of excessive lot coverage contrary to the intent of the zoning code. 2. Town'Law 42674(3)(b)(2). The benefit of a covered front entry porch sought by the applicant cannot be achieved by some method feasible to the applicant other than an area variance.The existing dwelling is set back 35 feet from the front property line so any addition at the entry will incur an area variance. The as-built one-car garage could have been placed in the required rear yard,as depicted in Building Permit#47596, however it meets side yard setback requirements, its appearance is in keeping with fully attached garages in the neighborhood, and its location adjacent to the dwelling, set back from the dwelling's front face,and attached via a covered walkway,is more functional than a rear yard location. The benefit of the covered porch and one-car garage caused the need for a lot coverage variance as amended,which can be brought into greater conformity by reducing or eliminating other structures on the parcel, specifically the as built pergola and as built gazebo. 3. Town Law_267-b(30)(3). The variances granted herein are mathematically substantial,representing 15%relief from the code for the covered front porch and 100%relief for the garage in the side year. However, similar front porches with similar front yard setbacks are common in the neighborhood and the visual appearance of the semi- attached one-car garage is similar to and less bulky than the appearance of attached garages that are also common in the neighborhood. The as-amended lot coverage variance sought is mathematically substantial,representing 19.6%relief from the code. No evidence was presented to establish that excessive lot coverage is common in the neighborhood. ♦ 1 i Page 4,April 3,2025—AMENDED JULY 10,2025 #7982,Ohayon SCTM No. 1000-70-10-32 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood,however given the proximity of Goose Creek to the south, it is prudent to adhere to lot coverage requirements.The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law.4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.The applicant built the one-car garage in other than the required rear yard, received three notices from the Building Department indicating the need for amended plans prior to receiving a Stop Work Order, and completed the garage project in spite of the Stop Work Order. 6.Town Law 6267-b. Grant of relief for the front yard setback and the garage location as applied for is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a covered front porch and an easily accessible one-car garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Grant of the lot coverage relief as amended is NOT the minimum action necessary and adequate to enable the applicant to enjoy benefit of a covered front porch and an easily accessible one-car garage. There are multiple structures on the parcel which could be altered or removed to bring the lot coverage more into conformity with the code. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Steinbugler,seconded by Member Weisman(Chairperson), and duly carried,to GRANT the variances as applied for front yard setback and garage location and shown on the Architectural Plans "As Built Garage Conditions Ohayon Residence dated January 2, 2023 and Proposed Front Porch Roof'last revised June 3,2024,prepared by Charles M.Thomas,Architect, and DENY as Amended the lot coverage variance of 23.9% depicted in the survey, and GRANT ALTERNATIVE RELIEF of 22%. Before applyin for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, hvo sets of the survey and recalculation of lot coverage Conforming to the alternative relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board'ofAppeals SUBJECT TO THE FOLLOWING.CONDITIONS: 1. The applicant shall remove the as built gazebo and pergola and submit to the Zoning Board two revised signed and sealed survey's depicting the Alternative Relief granted for Lot Coverage of 22%. The septic system on the subject property must be in compliance with the Town of Southold Building Department Page 5,April 3,2025—AMENDED JULY 10,2025 #7982,Ohayon SCTM No. 1000-70-10-32 3. The proposed covered front entry porch and the pre-existing front porch may not be enclosed in anyway. 4. The proposed covered front entry porch may contain only basic electricity for ambient lighting. 5. The applicant must apply to the Building Department for a building permit for the "as built" garage within 90 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 6. The applicant must obtain a Certificate of Occupancy from the Building Department for the"as built"garage and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a Certificate of occupancy in the time allotted._ 7. Prior to obtaining Certificates of Occupancy the applicant shall submit a revised site plan showing the removal of the pergola and gazebo. 8. The"as built"improvement(s)may not be used until a Certificate of Occupancy has been obtained. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board ofAppeals,failure to comply with the above conditions may render this decision null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minin:is in nature for an alteration that does not increase the degree of nonconformity,provided de minimis relief is requested within one year of the dale of this decision. Any time after one year,the Board may require a new application. IMPORTANT LUMTS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the reliefgramed herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board ofAppeals. Any deviation from the variances)granted herein as shown on the architectural drawings,siteplan and/or survey cited above,such as alterations,extensions,demolitions,or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIIVIITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms.IT IS THE.PROPERWOWNER'S RESPONSIMILITY TO ENSURE COMPLIANCE WITH Page 6,Apri1'3,2025—AMENDED JULY 10,2025 #7982,Ohayon SCTM No. 1000-70-10-32 THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals. Vote of the Board: Ayes:Members Weisman(Chairperson),Planamento,Acampora,Lehnert and Steinbugler.(5-0) Leslie Kanes Weisman,Chairperson Approved for filing �/ /2025 AMENDED JULY 10,2025 Meyer, Nancy From: Meyer, Nancy Sent: Monday,June 30, 2025 2:48 PM To: 'Megan Carrick' Subject: 745 Gagens Landing Hi Megan, I have the amendment for the Ohayon project in Southold. Since zoning did condition their approval, I cannot issue the amendment until health department approval is obtained. Please provide that permit as soon as you receive,so that I can move forward with the amendment application. If you have any questions,feel free to reach out to the building department. Thank you, Nancy ✓'Vancy-Weyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 1 wo Charles M. Thomas, R.A., PLLC 206 Lincoln Street Riverhead, NY 11901 e-mail: cdthomas63&aol.com July 2, 2025 Attn: Town of Southold Zoning Board of Appeals Re: Ohayan; 745 Gagens Landing Road, Southold; Appeal Number: 7982 Members of the Zoning Board of Appeals, I am writing to respectfully request the removal of one of the conditions of approval for 745 Gagens Landing Road, as it is not applicable to the project. Specifically, I am requesting that the requirement for Suffolk County Department of Health Services approval be waived. After speaking with Nancy Meyer from the Building Department, she confirmed that the existing septic system was not impacted by the construction of the new accessory garage or the proposed front porch. Therefore, this condition does not appear necessary. l During a recent meeting with Elizabeth, we discussed that this condition may have been included due to concerns raised during the public hearing—particularly regarding whether the garage was finished and intended for use as habitable space. However, this matter was addressed in my letter to the Board dated February 12, 2025. I have attached this letter and included the relevant portion from the second page of that letter below for your reference: "Following the hearing, I spoke with both the homeowner and the builder regarding concerns about the interior finish of the garage. While the Board suggested the garage appeared to be finished, I confirmed that it remains unconditioned and is intended solely for garage use. The interior exposed framed walls have been painted white, which may give the impression of a finished space, but there is no drywall or insulation. One wall is clad with T1-11 paneling to facilitate tool storage. Additionally, the homeowner repurposed old kitchen cabinets into a workbench following their kitchen renovation." In light of the above, we respectfully submit that Health Department approval should not be required. Please feel free to contact me if you have any questions or need additional information. Sincerely, M g n Carrick a Charles M• Thomas, R•A•, PGLC 206 Lincoln Street Riverhead, ivy 77907 e-mail. cdthomas63@aol•com February 72, 2025 Attn: Town of Southold Zoning Board of Appeals Re: Ohayan; 745 Gagens Lading Road, Southold; Appeal Number: 7982 Members of the Zoning Board of Appeals, I am writing to provide clarification following the Zoning Board of Appeals hearing on February 6, 2025, regarding the request for relief for the front porch encroachment into the required front yard and the as-built accessory garage constructed in a yard other than the required rear yard for the above referenced property. As stated during the hearing, Chuck Thomas and I were originally hired solely to design a covered, open-air front porch for the house. During this process, we became aware that the accessory garage had a stop-work order and required a variance. The client subsequently engaged us to assist in legalizing the structure. At the hearing, a question arose regarding whether the garage should be considered part of the primary residence due to the covered, open-air patio that extends between the house and the accessory garage. The Notice of Disapproval stated the garage was an accessory garage. However, the board was interpreting the garage to be attached to the house via the covered patio which would require stricter setbacks. The Board asked me confirm with the building department. Immediately after the hearing, I visited the building department to seek clarification. While Nancy Meyer (who wrote the Notice of Disapproval) was unavailable, I met with Amanda Nunemaker to review whether the garage should be considered attached due to the "breezeway" and, therefore, be subject to stricter setback requirements. Amanda confirmed, after consulting with Mike Verity, that the garage is classified as an accessory structure in accordance with the notice of disapproval and therefore accessory structure setbacks apply. According to town code, a breezeway is defined as: "Open construction with a roof projecting from the outside wall of a building, not to exceed dimensions of eight feet by 10 feet, connecting the main building and a garage. Other types of attachments which extend more than 10 feet or exceed 80 square feet in area shall not attach a main building to a separate building unless such attachment meets the requirements of livable floor area."[Added 5-31-1994 by L.L. No. 10-19941 The structure labeled as a"breezeway" on the site plan does not meet the town code definition. Instead, it functions as an open-air, covered patio, measuring 8.75'by 21.0'. Since this connection exceeds both 80 square feet and 10 feet in length, it does not qualify f r ' A i I as a breezeway, confirming that the garage remains an accessory structure and the language used in the Notice of Disapproval is accurate. Therefore, we are seeking relief for an accessory structure located in a yard other than the rear yard. Additionally, it was noted that Nancy Meyer also confirmed the determination that the garage is an accessory structure in.the notice of disapproval letter. This is noted at the bottom of her notice in italicized words directly above her signature. I have attached a copy of this letter for reference. The note reads: "Please note, the garage currently has a building permit(#47596),for an accessory in the rear yard;upon receipt of amended plans, along with an updated survey, the garage placement has changed and is now in the side yard. The breezeway shown to attach the garage does not meet the town definition of a breezeway. A Stop Work Order has been issued." Following the hearing, I spoke with both the homeowner and the builder regarding concerns about the interior finish of the garage. While the board suggested the garage appeared to be finished, I confirmed that it remains unconditioned and is intended solely for garage use. The interior exposed framed walls have been painted white, which may give the impression of a finished space, but there is no drywall or insulation. One wall is clad with T1-11 paneling to facilitate tool storage. Additionally, the homeowner repurposed old kitchen cabinets into a workbench following their kitchen renovation. The French doors at the rear of the garage were incorporated for both functionality and natural light. While their location differs from the originally approved plans, which had French doors on the north side, the design intent remains the same. This adjustment was made to facilitate easy storage of backyard furniture during the winter months. During my visit to the building department, I also met with Sue Pontino to review the original approved plans by the previous architect. I have attached the original approved plans for reference. The previously approved garage measured 22'-0" x 22'-0", while the as-built structure is slightly smaller at 18.3' x 21.31. The approved plans included a double garage door, whereas the as-built garage has only one. The homeowners opted for a single door to reduce costs and provide additional space for a workbench and storage. Lastly, at the hearing, it was brought to my attention that the property contains a gazebo and an outdoor shower that were not reflected on the as-built survey dated October 1, 2024, and do not have permits. The homeowners have informed me that these structures have existed for some time and have expressed their willingness to remove them as a condition of approval. Please let me know if you require any further clarification or additional documentation. Best Regards, gan Carrick r - r i f. w C:II�'J}`D3 Yt COUNTY C37sJ11+:ti''ft,DDc^Aj3Ti,LtVJ4T a � �' gyp► ',c•'!�! �iNkjrlr;n tif�1_in:'"Sf. •.•-r,� �.M�r,�. y;..rr�l'�• � � !$ �t`. (i' i .(it• tti. ?. �Y.''1 !:`G �. .,a : �.t.•n �+t'1�5�1 � ,c Yr,:- •`t.f; 1 ;!�J:: •: t: :r'1� sL rllt.i !'t1i2` { _ POOL �. Z'hi Gf dtO9r�1 F:s-�;Lnaor i i i ems` �►�o��,�o� ��i�l� Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional land Surveyors. This certification is only for the lands depicted hereon and is not certification of title, zoning or freedom of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon and are not transferable to additional persons,entities or subsequent owners. - I I TAX LOT 33 Q FE POST N 87*58'10" E 140.00' 0.5'N & RAIL FE S� FE ON LINE FENCE WOOD 0.VS STOCKADE FE ON LINE 0.3'N FENCE 0.5'S FENCE 1.5'N � 0.9'S 0.5'E PLANTED HEDGE FE FE F H PLANTED FE O AREA 0.3'S 0 4�S XQ CHAIN LINK C REA 0.3'S O FENCE X�:}t ,^ POO EQUIPMENT Q 7 ,I SHOWER O BLOCK N POOL U OCB Y!I - PLANTED.': 13.7'S o SENC INGROUND r/ r ON A/C 30.2' POOL r °wQ O UNIT ola CIE I _ 0ZN f� 0 Z a .� 3J O. .:'.' ':.":.. r O riw M UO; MASONRY :o iv :C:.q1..... _ 3 I w Q 33.T ce Z,* l' N: TO BE !-: � L. Z I 30.0, 2'0 ORJ^ t.':_L?: REMOVED PLANTED AREA w w I : I � O W w Iw W ° C) ,'. •2.0' 1 0 Z 20.0' N o a LL J ! WOOD m o It (r "In � LANDING cl O O 0 O P OVERHANG 29.3' & STEPS cv 3 N ll A' b Q PLANTED Z AREA 64.2'PA EAO '�.'.I:: :-:::M'.": N 21.3' WOOD O W STONE WALL > -- FENCE STONE WALL -. •0, TO BE IA 07.0 W "O' GARAGE '. �'_" I REMOVED N GRAVEL DRIVEWAY '�" L5 FUEL w': TANK:. d:... O FE FE BLOCK CURB : .7'N PLANTED AREA 0.6'S ON LINE GATE HEDGE STOCKADE FENCE 0.5'W 0.4'E PIPE HEDGE S X FE X CHAIN LINK FENCE FE FE MONUMENT FOUND X1.6'S O 0,7•S 1.7'S O.6'S FOUND S 87'58'10"I W " 1 140.00' 0.6'W 0.3 E o TAX LOT 31 O I N Bldg Dept copy bm 2BA wrtall rtwl I tl1i►i is I 2"Falb 0 7�f ao Date. 7/0 X— 01 COVEM CA�CULA C + + EXISTING COVERAGE: RESIDENCE: 1,913 SQ. FT. EARV j W + + `_ GARAGE: 391 SQ. FT. E W A V POOL:ROOFOVERS: 524 SQ. FT. ENVE GAZEBO: 144 SQ. FT. PERGOLA: 148 SQ. FT. DECK & STEPS: 212 SQ. FT. OPEN PORCH: 76 SO, FT, 3,733 SQ. FT. CALCULATIOPt 3,733115,603 = 23.92% EXISTING CLEARED AREA: 13,576 SQ. FT. PROPOSED.COVERAGE: ALLOWABLE CLEARED AREA: 9,362 SQ. FT. RESIDENCE: 1,913 SO. FT. GARAGE: 391 SQ. FT. ROOF OVERS: 325 SO. FT. POOL: 524 SO. FT. NOTES: DECK & STEPS: 212 SQ. FT. OPEN PORCH: 76 SO, FT, 1. LOT AREA = 15.603 SQ. FT. 3,441 SO. F= 2. PROPERTY IS ZONED R-40 AS PER TOWN OF 3,441/15.603 = 22% SOUTHOLD ZONING MAP. ALLOWABLE COVERAGE: 3,121 SQ. FT. ern: SURVEY 3. DEED REFERENCE: LIBER 12558 PAGE 316 VIEW: SURVEY The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are riot intended to guide in the erectiori of fences, retaining walls, pools, patios, planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were not examined or considered as a part of this survey. Easements, Righls-of-Way of record, if any,are not shown. Properly corner monuments were not placed as a part of this survey. © 2024 BBV dto Barrett Tax Map: DISTRICT 1000 SECTION 70 BLOCK 10 LOT 32 ` Ma of: PROPERTY Unauthorized alteration or addBonacci & P this survey is a violatio �Van Weele, PC Ma Lot: -- - 7209 of New York State/ducat p Map Block: - Engineers a Surveyors Planners 175A Commerce Drive Hauppauge,NY 11788 Filed: -- No.:-- County: SUFFOLK T 631.435.1111 ww.b F c.com 5.1022 Situate: SOUTHOLD,TOWN OF SOUTHOLD Www.bbvpc.com Certified to: Title No.: -- Revision By Date Copies of this survey map not beer- ADDRESS ZONING BOARD COMMENTS C.W. . 6/17/25 ing the land surveyor's embossed ADDRESS ZONING BOARD COMMENTS C.W. 4/7/25 seal and signature shall not be corn GAL OHAYON&NOGA OHAYON UPDATE SURVEY & CLEARING CALCULATION A.V.R. 3/7/25 siciered to be a true and valid copy surveyed by: J.E. Drafted by: A.V.R. Checked by: G.J.B. project No.: A170241 B Scale: 1"= 30' Date: OCTOBER 1 2024 K:\Da17\A170241\DWG\A170241.dwg,TITLE SURVEY,6/17/2025 12:48:28 PM,Barrett,Bonacci&Van Weele /CW 960 f(7 0-`Slaf 1`01 BUILDING DEPARTMENT- EIectri,Ca,V,1ns or QUO C4� TOWN OF SOUTHOLD' JA J9024 ff Town Hall Annex - 54375 Main Road - PO B 1179 C-0 Southold, New York 11971-095 X, 4% Telephone (631) 765-1802 - FAX (631), 02 a mesh CED-southoldtown ny.gov — sea d(@-sdu1thoIdtownny.g v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 1/29/24 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich- License No.: ME-45056 Elec. email: Peconicpowersys@gmail.com Elec. Phone No: 516-819-7191 El I request an email copy of Certificate of Compliance_ Elec. Address.: PO BOX 512 Cutchogue NY 11935 JOB SITE INFORMATION (All Information Required) Name: Gal Ohayon Address: 745 Gagens Landing Rd, Southold Cross Street: Oaklawn rd ext Phone No.: Bldg.Permit#: 47649 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Renovation of first floor of existing single family dwelling Square Footage:. 12000 A Circle All That Apply:Is job ready for inspection?: YES ❑ NO FVRough In — Final Do you need a Temp Certificate?: ❑ YES � NO issued On Temp Information: (All information required) Service Size 1-11 PhF-13 Ph Size: A # Meters Old Meter# RNew ServiceMFire Reconnect[]Flood Reconnect Oservice Reconnect E]Underground ElOverhead # Underground Laterals[]1 []2 0 H Frame E] Pole Work done on Service? OY F]N Additional Information: V 9 PAYMENT DUE WITH APPLICATION 11PLQ12-q Tow- 41spy BUILDING DEPARTMENT- Electricahln pe or TOWN OF SOUTHOLD' Town Hall Annex - 54375 Main Road - PO B x 1179 Southold, New York 119710959"or - Telephone (631) 765-1802 - FAX (631')'i =65=9502 -- .•.,' .,_ s? 'a mesh southoldtownn ov — seand(@sa,'tholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION,(All Information Required) bate:..!/29/24 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email: Peconicpowersys@gmail.com Elec. Phone No: 516-819-7191 ❑1 request an email copy of Certificate of Compliance Elec. Address.: PO BOX 512 Cutchogue NY 11935 JOB SITE INFORMATION (All Information Required) Name: Gal Ohayon Address: 745 Gagens Landing Rd, Southold Cross Street: Oaklawn rd ext Phone No.: Bldg.Permit#: 47649 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Renovation of first floor of existing single family dwelling Square Footage: 12000. Circle All That Apply: Is job ready for inspection?: rVYES ❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) 1 Ph❑3 Ph Size: A # Meters Old Meter# Service Size❑ ❑New Service[]Fire Reconnect[]Flood Reconnect[-]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y N Additional Information: t"mot PAYMENT DUE WITH APPLICATION �Nd flee. �b PERMIT# Address: Switches 37 Outlets 1-17 G F I's ` 4-P--\I Surface f Sconces ' ' - �� H H's � UC Lts Fridge HW POOL Panel Fans Mini Fr. ,a W/D Pump Exhaust Oven l Sump Heater Trnsfmr Smokes '� DW Generator Salt Gen. Water Bond Carbon Micro l GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments -19wr �'tw 6fe ti BUILDING DEPARTMENT- Electrical ector ;r^p� I�Iplumn�gpll l`'lid'' TOWN OF SOUTHOLD AUG 8 2023 � aitm r 111' r Town Hall Annex- 54375 Main Road - PO Box 1179 Southold New York 11971-0959 Building Department y � Telephone (631) 765-1802 - FAX (631) 765T9vA"f Southold hl..l'I:I"Id:aLC;I'�I::I'li'11'ill'l� ' �' IDV, ,,. ;ad`I:i€I"P'l�i'i;: !Eil;",i€,.I';j'';,If.:I'I:4::'ii riOfl r„I C.1' i:i'";�:I"as;c.,•sr.. _....................................................._......,... .:.,:�., ,............................. ,,,,,<........_....,....,.,,..............,...............J...,,,;L_.,..,, APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: &ee-oNQ, &, i Electrician's Name: ,l,//- License No.: /,Aj�-_ K5-o s-c Elec. email: A Elec. Phone No: S-(6 -g I _ 7(1/1 ❑1 request an email 6opy of Certificate of Compliance Elec. Address.: os,:� a-' //15 S JOB SITE INFORMATION (AII Information Required) Name: GR L 0 Nav on Address: 7 y S A n J)--i.a Cross Street: Phone No.: 63/ - 73L1 - 7y8`1' Bldg.PermitM email: Ind Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 396 Circle All That Apply: Is job ready for inspection?: �ES ❑ NO 24ough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 R2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION-� Southold Town Building Department P.O.Box 1179 Permit#: 47649 53095 Main Rd Southold,New York 11971 Permit Date: 4/6/2022 (631)765-1802 Expiration Date: 10/6/2023 Parcel ID: 70.-10-32 BUILDING PERMIT RENEWAL LETTER Dated: 5/31/2024 Applicant: Ohayon, Gal Location: 745 Gagens Landing Rd, Southold Work Description: ALTERATION Construct interior alterations and garage conversion to living space at existing single family dwelling as applied for. Additional certification may be required. A E OF$361 IS REQUIRED T NEW THIS BUILDING PERMIT. Owner: Ohayon, Gal Address: 105 Freeman St Brooklyn,NY 11222 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. RIGAS CO BUILDING COMPANY + DESIGN STUDIO ® APR f) 12022 3/3U22 BUILDING DEPT Hello Nancy, TOWN OF SOUTI-IOLI) As per your email below on 3124122, enclosed please find sheet A showing: -insulation callouts for the area of garage conversion.Asper the engineer a ResCheck cannot be done on just the garage area. plumbing riser diagram -note on plans regarding step down to grade from new doors. -building section with a note on ceiling height Thank You, Constantine Rigas From:Dwyer,Nancy<nancy.dwyer@town.southold.ny.us> Sent:Thursday,March 24,2022 9:42 AM To:'Constantine Rigas'<c@rigasco.com> Cc:'joseph@fischetti.com'<joseph@fischetti.com> Subject:745 Gagens Landing Good morning Constantine, On the plans for Ohayon's alterations,please include the following additional info: -insulation call outs for area of garage conversion;please include a REScheck -plumbing riser diagram -indicate what is happening outside the new doors within the kitchen..deck?landing and steps to grade? -please provide a building section for the new kitchen space..what is the ceiling height? If you have any questions regarding the requested info,please feel free to reach out to the building department. Thank you, JVancy D7vyey Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631)765-1802 www.rigasco.com 631 323 8022 22260 main rd, orient ny 11957 4G 01 _. 7 0 ' �140 , 00 N 875891099 E SITUATE ----7 SOUTHOLD REVISIONS D E S C R I P T ION TOWN OF S O U T H O L D 6/3/24 PORCH SIZE EDITS Ln SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70- 10-32 OOICPJ SCALE 1 "= 10, 0 18 -1 z INGROUND AREA =' 15,603 sq. ft. POOL 0.358 ac. 30.2' THIS SITE PLAN HAS BEEN PREPARED USING THE INFORMATION FROM THE SURVEY FROM BARRETT BONACCI & VAN WEELE, PC ENGINEERS, SURVEYORS AND PLANNERS. DATED MARCH 1, 2023. Li 33'-813" LOT AREA = 15, 603 sq. ft. N N rFinal dg Dept cop;from ZETA 1.1-- BA Flle �7�PROPOSED IMPERVIOUS L0T COVERAGELj— rc�vl%W.d,awri.nts V) DESCRIPTION AREA % LOT COVERAGE •8, 2.0 >— ::) HOUSE 1944.8 sq. ft. 12.4% (-0I � � 0 POOL 522.8 sq. ft. 3.4% 29'-108" N i 2.0 I-- V) 20.0' GARAGE + BREEZEWAY 561.8 sq. ft. 3.6% W � r— FRONT PORCH 77 sq. ft. 0.5% Q LiJ 00 ^ Q LL CY-1 I Ln ROOF OVERHANG 139.7 sq. ft. 0.8% z 0 0 0 z 00 p o 29 .3, Ln TOTAL 3,246.1 sq. ft. 20.8% 0 , W - Ln o AN G LO 2 0.8' z Cn z ROOF OVERH z _ dr\ O o Maximum gross floor area (GFA): 0 171, In 0 The gross floor area shall not exceed the permitted square footage C ) 0 W (1) r-- 0 calculated as follows: z W BREEZEWAY 06 Q Z NW 0 0 —I Zl/-r 0 Q In C:) Q z GARAGE o Cn z w 0 �- - Q �- 21 .0 m 0 Cli >= I (� Q � 0 � 0 Q � 140e00 S 87058 10 s SITE PLAN EXISTING EXISTING 1 SCALE: 1:10 CLOSET CLOSET NO CHANGGE NO CHANGE � I ZW¢� (no� Wo I EXISTING ROOF SHINGLES EXISTING ROOF SHINGLES Z TO REMAIN 12 TO REMAIN Q 7 12 E) STING STANDING SEAM EXISTING M TAL ROOF TO REMAIN Charles M. Thomas _ I -- - -- - - -- - EXISTING EXISTING EXISTING HEADER EXISTING I a r c h i t e c t -- BEDROOM 2 BEDROOM 3 DINING ROOM (NO CHANGE NO CHANGE NO CHANGE PO BOX 877 JAfJESPORT, NY 11947 (631) 727-7993 c� ®I Z N F(W Q W I PROJECT EXISTIIEXISTING EXISTING EXISTINGLl EXISTING EXIS TING U X(J `—LINELL I OF EXISTING EXI NGR \ r HOUSE 0 EXISTING PROPOSED I LINE OF EXISTING EXISTING 0: _ I FRONT PORCH , EXISTING I EXISTING CEDAR SHINGLE EXISTING CEDAR SHINGLE EXISTING CEDAR SHINGLE COLUMN — — — — — — — — — — — — — — — — — — — — — — — — O \ / O J SIDING TO REMAIN SIDING TO REMAIN SIDING TO REMAIN REMOVE EXISTING FRONj Q ` COVERED, PORCH I = 1112':8" PROPOSED FRONT PROPOSED HEADER I PORCH ROOF ROPOSED PROPOSED 6"X6" POST BLUESTONE PORCH WRAPPED PER SELECTION OF AND STEPS OWNER (TYP OF 2) L DATE; 4/3/24 PROJECT No. DRAWING BY. CHK BY. DWG No. rP FRONT ELEVATION W PROPOSED FRONT PORCH P FIRST FLOOR PLAN W PROPOSED FRONT PORCH 1 OF 1 1 SCALE: 1/4"=V-0" 1 SCALE: 1/4"=1'—O" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. f N �1 0 ARCHITECT 12 12 12 12 EXISTING D Q EXISTING EXISTING EXISTING REVISIONS D E S C R I P T ION INE OF EXISTING GARAGE ROOF INE OF EXISTING HOUSE ROOF EXISTING ROOFING 1 EXISTING STANDING SEAM EXISTING STANDING SEAM 12 EXISTING ROOFING TO REMAIN EXISTING METAL ROOF TO REMAIN E ISTILI METAL ROOF TO REMAIN EXISTING TO REMAIN EXISTING CEDAR SHINGLE SIDING TO REMAIN 9'-6" PLATE HEIGHT .1 —LL1 I L EXISTING HEADER EXISTING HEADER `xo n -i - - - EXISTING 2"X8" HEADER c -- EXISTING 2"X8" T - 6'-8" T.O. WINDOWS RAFTERS EXISTING 8"X8" POST EXISTING CEDAR SHINGLE - _ - EXISTING CEDAR SHINGLE SIDING TO REMAIN OPEN — SIDING TO REMAIN rn OPEN AIR AIR INE OF EXISTING 100 28310 io J LINE OF EXISTING COLUMN EXISTING CEDAR SHINGLE SIDING TO REMAIN 18'-0" T.O. FIRST FLOOR EXISTIN DOOR [ILI J�V�� 111 4p; m�a o Bldg Dept copy frc,m ZETA r—E FRONT ELEVATI ON E REAR ELEVATION Finat revisvr.d aoa,r:,.rlts 1�° 1 4" = 1'-0" 2 SCALE: 1 4" = 1'-0" XEA File t'��g SCALE: 1 / / -ly- � 2 TT t. r -T-7 - w I I I I I I I I I I I I I 6"X6" POST WRAPPED NE OF EXISTING IN 1"X8" AZEK L) Q I I I I I I I I I I I I I GARAGE ROOF I� I I I I I I cn Q I I I I I I z 0 SINE OF EXISTING HOUSE ROOF F � LINE OF EXISTING PATIO EXISTING O aD Q - — TOREM KIN G z EXISTING ROOFING I I I I TO REMAIN - - - - - - _ - - - - _I_ INE ROOFIOVERH�NG� } _ - LINE OF ROOF OVERHANG • w -, ;- - - -� - � - X8 LED ER I I I I z :XI NGUNE OF EXISTING HOUSE LLINE OF ROOF OVERHANG 41 L i w Q 8'-81, 1 00 I Q XI TER 2"X8" Lr (I AFTERS I n 0 3068 �I Qf xlsnNG a"xs" JITi - �iI EXISTING CEDAR SHINGLE POST EXISTING OZ J I'DI T _ EMAI�I I I �(7 IR INS EXISTING �0 � 'CFI C) z v EXISTING ExIsnNG COVERED PORCH N w c°DVWI W O 28310 28310 a lJ - z� 1 L EXISTING J Q I W w GARAGEwi I (� = z o EXISTING POURED CONCRETE m Of C9 J SLAB I L 0 N EXISTING RIDGE F� I a Q x Z O EXISTING rn O W P COVERED w `�' o x WALKWAY TT _______ _______ TT I o W W FROM1PAl101T0 BOTTOM NG HEIGHTIr 11 Ir Z U II ISTING 2X6 COILLAR :3 OF CEILING 00 II TIES 27 � II II I E SIDE ELEVATION N w ;; ;; 1i = 3 SCALE: 1/4" = 1'-0" z E STING 2X // E �TING 2X8 ROOF OFI F II RR II RAFTERS o��D�'I N II II 04 EXISTING HEADER w II II 1 II II INE OF EXISTING I II 8080 0. . DOOR II 1 RIDGE LINE OF ROOF OVERHANG L — — — — —EXISTING — — —_— J TYPICAL CEILING CONSTRUCTION �� I LINE OF1 0 ROOF OVERHANG — — EXISTING ROOF SHINIGLES MATCH EXIST. ��P FkiS OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. moo nNc 2ke 2"X8" ROOF RAFTERS ® 16" O.C. ti+ ROOF EXISTING 277= w ► Charles M. Thomas 0 a r c h i t e c t c� z o PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 EXISTING N I o TYPICAL WALL CONSTRUCTION GARAGE W I � (PROJECT EXISTING CEDAR PERFECTION SHINGLES TYVEK o I Z Z HOUSE WRAP 1/2" CDX PLYWOOD SHEATHING ON I w 2"X4" WD. STUDS ® 16" O.C. z 1 EXISTING 4" POURED CONCRETE SLAB 4 MILL VAPOR BARRIER I AS BUILT GARAGE 0z DATE: 1/2/23 PROJECT No. DRAWING BY. s CROSS SECTION P GARAGE FLOOR PLAN CHK BY. 1 SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0" DWG No. 0- 001 00 1 OF 1 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE: OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. �!6!22 OVED AS NOTED20' DATE: B.P.0 DESIGN/BUILD FEE: Qj 02BY: NOTIFY BUILDING DEPARTMENT A h 19� 765 '802 8 AM TO �PM FOR THE FOLLOWING INSPECTIONS r 1. FOUNDATION TM REQUIRED FOR POURED CONCRM Joseph F isch ettl, P. E. 2. ROUGH - FRAMING & PLUMBING s. INSULMAL ►TION PROFESSIONAL ENGINEER 4. F�AL • CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET TIE REQUIREMENTS OF THE CODES OF N W YORK STATE. NOT RESPONSIE DESIGN OR CONSTRUCTION ERRO S. Garage „ O I OCCUPANCY OR 2/18/22 USE IS UNLAWFUL ` i WITHOUT CERTIFICATE OF OCCUPANCY - � Bath UP L — — — — — — o r 606851ider COMPLY WITH ALL CODES OF 2068 2668 __ ��L�wyJ YQRK STATE & wN core �s 745 Ga ens Landin Road Fireplace— AS REQUIRED t CONDITION :s g g O urNaarowNzeA Southold NY 11971 SOUTI JID Mtt'N I o I I —IILNo I II _- SOUM0LD T0vITFU'-'-r" 2065 N•YS DEC Bath Gloset Living room TRUSS PLACARDING REQUIRED PROJECT TEAM: Bedroom 1 Kitchen PLUMBER CERTIFICATION h41 fI ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY Designer/Builder Gloset i SOLDER USED IN WATER _ __ I SUPPLY SYSTEM CANNOT R I GAS CO 2468 ' CXCEED 2110 OF 1°l� LEAD. 22260 main road, orient ny 11957 631 3238022 Gloset Gloset c@rigasco.com movicr door rnd ductwork Engineer Gloset testing;required. g Bedroom 3 Joseph Fischetti, P.E. 1725 Hobart Rd, Southold NY 11971 631 7652954 Bedroom 2 Dining Room Gloset Scale 1/4" = 1 ' dye 5411 1.- V. EX15TINO PLAN t iZ�fi y � ,5 �� ,=-<<� Al r'a' EsS4 ��, R I GAS DESIGN/BUILD (2x) 1 3/4 x 9 1/2 L�/I� ��i�M IT 5G0�'1= NEW NEW NEW Joseph i=ischetti, ice. E. 3068FX 6068 3068FX I - Garage to be turned into kitchen 39 zco �tl • - New baths as shown --�-54" I � PROFESSIONAL ENGINEER - New NindowslOoors in new framed openings where marked NEE zm ,- -T- - I I Micro 3 (remaindershall remain) } I I I - Electrical as needed in Kitchen and Baths o I TDoubl rashITrashe N I I t w o 3 51" X W 2/18/22 Z� m I I I I Z 12 NEW I I I I ) ., Kitchen DW o Zn x w Zm � qfl�..f Ls I 35 V8 I 21.5 z (2 ) 3/4"x 14" LVL Pantry Refrigeratoro I 745 Gagens Landing Road Southold NY 11971 Fireplace NEW 6068 Oblock down to foundatio " Renovated Bath } r- - NEW I Powder 2068 :31-51, :2 r PROJECT TEAM: I � -4 � Bedroom Living Roon,l Up- Designer/Builder a- Net Room in Tub/shower RIGAS CO 5ittin ,area g 22260 main road, orient ny 11957 631 3238022 2668 2466 c@rigasco.com NEW Guest Bath W� o 0 Engineer Z" _ rr---24—� 1668 2668 l o Linen 0 Joseph Fischetti, P.E. 1725 Hobart Rd, Southold NY 11971 3068 631 7652954 m Bedroom Bedroom Dining Room Entry Foyer m � N 3068 Scale 1/4" = 1 ' rl`-�'hOP05EV r"" LAN _ v A2 RIGAS DESIGN/BUILD - - - - - - - - - - - - - - - - - - - - - I — — — — — — — — — - -`- - - - - - Joseph 1=ischetti, P. E. notch into foundation(typ) I I PROFESSIONAL ENGINEER I 2x8 OF #2 FJ @16" OG 2x8 OF#2 FJ @16" OG I = I (match floor height) (match floor height) new p.c.wall on existing foundation to close existing garage I Existing Garage 51ab door opening I 2/1 g/22 I I I I I I I I I \2'x 2'x 12" W p footing with X (3)#4 each way I I N I I r rnotch into I I foundation(typ) I I 745 Gagens Landing Road - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --J L - - - - - - - - - - - - -- - - - � I Southold NY 11971 I - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - -� r- - - - � I I I I I I I PROJECT TEAM: * Designer/Builder I I I ° I I I RIGAS CO 22260 main road, orient ny 11957 I I I 631 3238022 c@rigasco.com Existing Cellar, No Nork I I I I I I I I I I I I Engineer I I I I Joseph Fischetti, P.E. I I I I 1725 Hobart Rd, Southold NY 11971 631 7652954 I I I I I I I I I I I I I I I r} - - - - - - - - -.� ;r L- - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - � - - - - - - - - - - - - I Scale 1/4" = 1 ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - it A3 1= 0Uw1"jn'kAT10N Al"m1hLAN ' RIGAS DESIGN/BUILD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Joseph Fischetti, P. E. KING STUDS PROFESSIONAL ENGINEER ENDWALL RAFTER CRIPPLE STUD WALL STUD 0 BOTTOM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAPI APPLY TO EACH JACK STUD ROOF I LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 118g.. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ^ /� HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2XIO LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC '/1 p/• WALL STUD G 1 Q G THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST ' ' •' SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— QNTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24'• 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONT1N. SOFFIT/ EXT. PLYWOOD /A� !�(�PPy� /�}^� y� ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF +A INCH IN DIMENSION. 74S Gag�/11S Landing Road FLASHING TO FORM CHANNEL V INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFI TED EAVE B" — 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / •�••„ ACTION 4" — 6' RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND Southold NY 11971 INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" FLSTA171-1/4"06" 189a. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES Lj BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME / / \ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING \ SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE e PROJECT TEAM: SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH Designer/Builder ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE SET FIR JOISTS APROX 1 INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE , . 2 HIGHER THAN LVL HEADERS/ 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE RIGAS CO TERMITE SHIELD SUBFOR 22260 main road, orient ny 11957 TYP. CONC. FOUNDATION ( A ` C . SLB 6ONC POL SILL GASKET WOOD Y , GAOSKETNE WOOD JOISTS�2x6 /2x8 CONTINUOUS WOOD PLATE 631 3238022 DAMPPROOF EXTERIOR V , V, I BOLTED TO STEEL BEAM WITH GRANULAR FILL 6MIL POLY ON EXTERIOR STEEL COLUMN ' ' ' )4 ° 1/2 " DIA. BOLTS 048" o.c. STAG. C@rlga$CO.COm V A A A> CONC. SLAB • G I • C ° 't, e ` n ROOF JACK STEEL BEAM D t.•° n p \.4 ANCHOR BOLT EMBEDMENT: COMPACT FILL POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL i° BLOCK WALL: 15" I TOP AND BOTTOM PLATE KEYWAY FOOTING V C WI A • • • _ ROOFING LAPS / ' � � '• a FLASHING AT NTH 1 2" x 6" ANCHOR BOLT �•e , C '� c- '-� G CONC. FTG. `p p`o o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) Engineer 1 REINFORCING BAR I 1 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5 M DIA. ANCHOR BOLT , I SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL Joseph Fischetti, P.E. TYPICAL CONC.NEEDED FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG CRAWL SPAC OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. 1725 Hobart Rd Southold NY 11971 ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS& VENTS DETAIL SLAB—ON—GRADE 631 7652954 CONC. SLAB DOOR FRAME SUB FLOOR 6X6 16/10 WWM GARAGE O JOIST COMPACT FILL I USE 2X8 STEEL BEAM FOR BLOCKOUT ' 4" SLAB P.T. PLATE W/ 6X6 NAM \I SLOPE 4"DRIVEWAY —�. NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR /Al < 1 � � • °• 7 1 2" (WITH A NAILING PLATE IF NEEDED) • ,�'� AT END AND �• .+ e'• TO BE APROX. 1/2" OR HIGHER THAN yF•p ES OF WOOD �A •• STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE a .""�"'"'�"'"• 4 4 • �• ;.5� BEAMS ° 'e� • • '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" 6X6 W.W.M. —n;—� �••— Q d ,• ° • °••p — o 'Po G ' A A p ? 0 i SUBFLOOR MIN. ,n e e G'C �'A �•• •° _NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM _ a • e •6 a REINFORCING BAR : REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM '� ° °s II—II •D ► ° O•,°'e >' _ �JOIST DRAIN TILE I� ►I 's• C 1, C•s p•s — C� 72" •e SHEET METAL/ 30# FELT UNDER BEAM AT POINT _ STEEL BEAM • OF CONTACT WITH CONCRETE OR CONC. BLOCK —3" PLATE (BOLTED TO BEAM) a••e TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. w SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT BEAM POCKET Y 01� A4 A, I 4 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4"MAX. G I RDEFL DECKING DECKING 4"DIA.MAXIMUM RIGAS EXTERIOR WALL DECK JOIST DECK JOIST DESIGN/BUILD 1/C DIAMETER LAG SCREWS, CONTINUOUS FLASHING.EXTENDED THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS.CAULKED TO (2)1/2-GALV.OR S.S. OR 5"LEDGERLOK SCREWS PREVENT WATER INTRUSION LEDGER FLOOR '^ AND JOIST FLUSH ON TOP JOIST CARRIAGE BOLTS WITH GIRDER WASHERS AND NUTS RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS INTRUSION LEDGER AND ANCHOR DECKING 1/2"DIA.EXPANSION BOLTS. i' JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PER �,-,< FLOOR "MIN. MANU /WASHERSANDN TSCTIONS) G L T CAP ERNE POST DECK/PORCH RAILING JOIST 1-5/B" IN. 5'MAX. DECK JOISTS w pa DECKING •'MIN. •D� r•�l<� JOIST HANGER e',e` DECK JOISTS DECKING DECKING • • ACQ LEDGER BOARD FOUNDATION WALL B ♦a;�^ Joseph I s c h e tt I E• E.NOTE: 1a DECK JOIST DECK JOIST "_b� BLOCK FOUNDATION r �•-.e RAILING FOUNDATION D a TO BE FILLED WITH a L JOIST HANGER �� WALL >�"�_ GROUT AT ANCHOR2X AC LEDGER BOARD LOCATIONS ' " , SIMPSON DTT2Z HOLD-DOVITI PROFESSIONAL ENGINEER GIRDER GIRDER RIM BOARD LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING 2"MIN. THROUGH-BOLTS 5"MAX. DECK 1O15T THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2•.PILOT HOLES FOR THROUGH-BOLTS 2'MIN. SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. (2)1/2'GALV.OR S.S. 3X BLOCKING AT EACH POST EXPANSION AND ADHESIVE ANCHORS SIMPSON CC SIMPSON CBS CARRIAGE BOLTS WITH ATTACHED WITH 10tl THREADED ANCHOR ANCHOR WASHERS AND NVTS NAILS TOP AND BOTTOM 12"OG STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD PC)ST CONCRETE IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPAN51QN PIER POST-TO-DECK CONNECTION AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND 2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATION5.ALL T ® ® ® ® ® 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS IL ® ® ® ]-1/2"MIN.FOR 2X12 LAG SCREWS 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2'.LAG SCREWS SHALL HAVE PILOT HOLES 2"MIN. LEDGER LAG SCREW.THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX, OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE.BRICK VENEER,STUCCO,SIDING.OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4'FROM ENDS AND I-3/4" FROM TOP AND BOTTOM EDGES. /� /�/� 24"X24"LO CONC.FTC. HANDRAIL NOTES: 1/1 Q/ ) / 3'BELOW GRADE AB required handrails$hell be of one of the followingG 1 o G G (ALT.:BIGFOOT FOOTING) or provlded a Ivelenr types qu graspablllty. 1).Type I.Handrails with circular cross section$hell have en outside dlameter of at least 1-1/4 Inches and not greeter 36"MIN. than 2 Inches.If the hendrall Is not circular It shell have a perimeter dlmenslon of at least 4 Inches and not greeter than 6-1/4 Inches with a axlmum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETER LAG SCREWS- dlmenslon of 2-1/4 Inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)Ed NAILS sit OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type 11.Handrails with a perimeter greater than 6-1/4 Inches shell provide graspable finger recess Brea on both sid,s of ds t tanceof 3/4 Ihe pnch T--red vertically from glthe tallest STAIR RAI LI N G SOLID SAWN DECK 1 JOISTS - - DECK portion of the profile and achieve a depth of at least 5/16 FLOOR JOISTS JOIST JOIST Inch with[,7/8 Inch below the widest portion of the profile.The required depth shall continue for at least 3/8 1-1/2"SPACE THREADED ROD MAY BE THREADED ROD MAY BE Inch to a level that Is not less then 1-3/4 Inches below the MINIMUM SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of the minimum AWAY FROM THE HOUSE, ATTATCHED TO JOIST AWAY FROM THE HOUSE hendrall above the recess ihe11 be 1-1/4 Inches to a a JOIST HANGER GIRDER WEB WITH NAILS reaxlmum of 2-3/4 Inches.Edges shell have dlus of O.OI Inches. HANDRAILS AN AND CLINCH GIRDER NCHCH JOIST HANGER BALUSTERS 745 Gagens Landing Road lOd THREADED NAIL EATER M H WOOD SCREWS. LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS [PROVIDE 1N (2) LOCATIONS IN DECK) 16" c EQUALSTA GE ED IN ROWSLONG, OPEN BALUSTER ATTACHED TO WALL " HANDRAIL CONNECTION Southold NY 11971 • ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS 6 FT.MIN.EXTENT OF BLOCKING ATTATTCHED OUTSIDE MEMBER TO THE SPLICE END:SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2-IN IINSIDE MEMBERAS SHOWN- INTERIOR POSTS CROSS SECTIONAL DIMENSION.OR THE SHAPE SHALL ATTACH BLOCKING TO DECK WITH DIAMETER STREWS. BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE TH lOd NAILS AT 4"O.C.STAGGERED THROUGH-BOLTSTS WITH WASHERS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN DECK STAIR TREAD JOIST RIM BOARD THREADED ROD MAY BE MINIMUM 1-1/2"THICK FLOOR JOISTS SLOPED UP TO 1:12 STRINGER BLOCKING.BLOCKS MUST O.U.OR WOOD-1) AWAY FROM THE HOUSE FILL BAY AND FIT SNUGLY JOIST HANGER GIRDER PROJECT TEAM: 'OIST GESRDER/HEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS 1N DECK) SPLICED JOISTS OVER HEADER/GIRDER Designer/Builder CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY. SPACING NOTES STRINGER JOISETO: PER TOE d8,6" RIGAS CO MODERATE SLIGHT TO SILL.TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL 20 PSF 130 B SEVERE 3 FT. 11 NONE - (2)THRu- TO HEAVY MODERATE BRIDGING 2-8d GOMMO EACH TOETO BOLTS I LOJOIST" END NAIL P ANCHOR f ' 22260 main road orient n 11957 BLOCKING EACH TOE 4 •die, t/ TO JOIST 2-8d COMMO END NAIL WOOID JOIST ANCHOR Y 4 PIER 16'TREAD 1 1). ALL FRAMING.CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING PLATE 3-16d COMMO EACH TO 'o a. 631 323 8022 SILL OR TOP PLATE BLOCK NAIL 1 LEDGER STRIP EACH FACE GIRDER/HffADER ,� C 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. TO BEAM 3-16d COMMo JOIST NAIL t a' c(OAS REQ B a• JOIST ON LEDGER PER TOE WOOID JOIST 4'�sc c@rigasco.com 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3•ad COMMO )PEST NAIL b e"die. - v DECK PIER BAND JOIST PER END ! CONC. 'mod! PER PUN 3•16d COMMO 3'•Q" 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. 7o JolsT JOIST NAIL �T PIER FLUSH JOISTS WITH HEADER/GIRDER a a BAND JOIST TO: 2-16d COMMO PER TOE NAIL vti 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE FOOT ,ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH .- THE PROPER STEELCONNECTOR. 9, , 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE.SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS 2' 2" Engineer 2• •O 0• 0• O• 2" O O• O OO z- —i 2. -t Joseph Fischetti, P.E. o o .• 1725 Hobart Rd, Southold NY 11971 FASTENER TYPE: SPACING: Ll 631 7652954 " No.B WOOD-SCREW BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH • • • •• No 10 W0Ob6CREINS B/5ED ANCHOR WITHITH WOE 21o.EMBEDMENT LENGTH 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC 210 EMBEDMENT LENGTH Q 3HJEA PLYWOOD SHIFATHMG 112"APA RATED SHEATHING GRADE LTERNATTME; (ALTERNATIVNE:7/16"O.S.BJ • • •• • • •O •O 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVE:7/I6"O.S.B.) FASTENER TYPE: SPACING: 2%4 DFA2 No.B WOOD-SCREW SUDS BASED ANCHOR WITH ITC WINDOW SILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS L§1L-------ji BASED ANCHOR WITH 12,OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH THAN 4 FEET 1/41n.dia.IAGSCREW BASED ANCHOR WITH IV OC tin.EMBEDMENT LENGTH (•l (, 1:- P i,,;,; A TYPICAL DOOR OPENING FASTENER TYPE: `r.` MULTIPLE PLYWOOD ASSEMBLIES • S"f+")(.�/( 0 4� 07 PANEL SPAN GREATER THAN 4 FEET 1/ ERUTA�DEAND EQUAL OR SMALLER TOGETHER WITHSAINIF55 L No. ( B woo0-saREw) .. r: THAN 6 FEET OR GA V N[ZED BOLTS W/WASHERS �EMBEDED MEN WE THNGTH 9"OC 1 * AND NUTS B 2-0.O.C. No.10 TYPICAL MULTIPLE OPENINGS BASED ANCHORWUTH 91OC 21M1 EMBEDMENT LENGTH }' LC .i PANEL SPAN GREATER THAN 6 FEET S L 1/41B dia.IAGSCRFN AND EQUAL OR SMALLER } ! BASED ANCHEIR WE CHIUV OC THAN 8 FEET 2m.EMBEDMENT LffNGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING 9� fiS. "" WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7J16" ^ems AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTTTUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. RIGAS DESIGN/BUILD Joseph Fischetti, P.E. GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: PROFESSIONAL ENGINEER 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO B'WALL:3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-Sri COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-Sd COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EAC:H FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/l eo sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACHATTICS WITH FIXED STAIRS: FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8"THICK CEILINGS(PLASTER.STUCCO) L/360 These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the ( ) 80 FIRE ESCAPES 40 CEILINGS(GYPSUM) L/240 CONCRETE WADS 6"THICK 65 /off should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors In BLOCKING EACH TOE ( ) 2/1 V 22 2-Sd COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240 / accordance with table 3.3. TO RAFTER ENID NAIL SIP WALLS 10 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) FV360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON ENID NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches In concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL MAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING P P g P q EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or Implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2_76d COMMON PIER FACE NAIL anchor bolts are to be spaced between 6-12 Inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O C. NAIL attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Ym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 Inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closest,trims,etc. edges and 10"o.c.In the field shall be In accordance with the length requirements specified HEADER l6d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x<4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2w6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:, , FLOOR JOIST,BAND JOIST, 2-16d COMMONPIER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 745 Gagens Landing Road 1).The General Contractor and Mason to review plans elevations details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHiELD determine intended heights of finished floor(t)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAMING: HAZARDS 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be Increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Southold NY 11971 expansion material between concrete slabs and abutting P ) g JOIST interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING NOTES SLIGHT TO 3).Provide 1/2"ex 2.4.4.2 and 2.2.4 respectively. O 4-Sd COMMON PEIR TOE NOTES 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or masonry walls occuring in exterior or unheated interior areas. g)-CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached .c existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. P TO JOIST ENID NAIL SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.f..Concrete to be TO JOIST 2-Ed COMMON ENID NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON(9 6"O.C. SEE NOTES:1.3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO- EACH TOE INTERIOR ZONE 8d COMMONEE NOTES:1(BOTH FIELDS) 3-16d COMMO Q 6"O.C.O. Sd COMMON(a�12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers), anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON Q 4"O. . 8d COMMON(9 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-Ed COMMO PEIR TOE 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOUST!. NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PROJECT TEAM: N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PEIR END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMO JOI!ST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak, 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2_76d COMM( PEFR TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE F0007_ SEE NOTE:1 FRAMING NOTES Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. • For framing members with<0.42<G<0.49,the Hall spacing shall be reduced to 6 Inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting g g. NAIL NAIL pportin is x B shall be anchored w a 1 washers a thick concretes Shall JOINT DESCRIPTION Designer/Builder Edition Wood Framing Construction Manual. Use a minimum 7/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c,unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD R I GAS C O 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"0. 8d COMMON(p 12"O.C. SEE NOTES:1,3(BOTH FIELDS) 4).Unless otherwise noted I.all bearingwall headers to be 2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM TI O.C.EDGE NOTE:2 FOR PANEL FIELD ( g Sd COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE Bd COMMON�6"O. Ed COMMON�12"O.C. SEE NOTE:3 22260 main road, orient ny 11957 openings.LVL headers to have 3 6).Concrete piers shall be a minimum 6"above grade. 631 323 $022 ( )jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. C@rlgaSCO.COm 5).All flush beams/headers to be installed with heavy du galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall t'g g PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON3"O.C.EDGE be used. 6).Double up floor Joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 Inch D.C.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper toad capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. Engineer other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or Joists are cut out during installation for any plumbing related work, NAIL NAIL 8).Dormers running u roof rafters are to be supported y JOINT DESCRIPTION ) $ p pported b double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE 5/B'TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. state code and manufacture's recommendation for maximum hole size and spacing permitted. _ 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. P g P STRUCTURAL PANELS 6"O.G.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS Sd COMMO ,z^O.C.FIELD (5.75Q.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 D.C..Use solid blocking In floor joists MIN.44"SILL-AFF Joseph F i sch etti P.E. ultder all bearing walls. NYS Resldenkal Code R,,Id 1d-FIREBLO 11 w,c REQUIRED 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Flrcblocking shell be provided to wt off ell concealed draft openings(both vertical and horizontal) 1725 Hobart Rd Southold NY 11971 requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Flreblocking shall be provided In wood-frame construction In Me following locations. 1 needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud wells and partitions.Induding furred spaces,at the cetling.nd floor 631 7652954 equipment supplier. levels.Concealed horizontat furred spaces shall also be fireblocked et intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Betts or blankets of mineral or glass fiber shall be allowed as flreblocking In walls constructed CDX exterior sheathin I 1).Nailing requirements are based on wall sheathing u,ln g g rade p ywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: g parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal speces such as occur at soffits. 12).Unless otherwise noted use 3/4"thick T&G FITS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop wilings and cove callings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Eaclosed,pisce, P such as shear plates,Shall be used t0 maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under gain shall comply with current N.Y.S.Residential Code. l).All electrical 10 be installed 85 per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and duds at calling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. g type-x sheetrock.All other pasts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION. 5).For the flrcblocking of chimneys and Fireplaces,as required by current N.V.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR.Is COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and 11315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-sex termite shield Or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP A6 RIGAS DESIGN/BUILD - Insulation is prescriptive design R49 INSULATION IN EXISTING CEILING JOISTS 8' ceiling height in new kitchen following Insulation Requirements Per • Joseph Fischettl, P.E. Components in Table R402. 1 .2 in the 2020 EGGG: PROFESSIONAL ENGINEER R13 L INSULATION INTO STING WALLS - Nalls — R20 (using closed cell spray SISTER FJ NEXT foam) TO EXISTING WALL (� STUDS. BLOC AS REQ. 3/4" SUBFLOOR - Floors — R 1 -1 4 4 22 EXISTING SILL PLATE (2) 9-1/2 LVL NEW 2X8 FJ @16"OC w/ R19 INSULATION a - Ceilings — R411 0 a • d d •� n • • d d • y'O. d � e • d . d • a, • • EXISTING CONC. SLAB a EXISTING One step down to existing grade PROPOSED 6 - CONC. WALL •• from new exterior kitchen doors. 2'X2X1' a a CONC. FTG. 745 Gagens Landing Road CROSS SECTION Southold NY 11971 SCALE: 3/8" = 1'-0" PROJECT TEAM: Designer/Builder RIGAS CO 22260 main road, orient ny 11957 631 3238022 c@rigasco.com 3 4113 Engineer 11/4 11/4 11/2 11/4 11/4 11/2 0 11/4 11/4 11/2 11/4 Joseph Fischetti, P.E. LAV. W.C. W.C. LAV. LAV. a SINK 1725 Hobart Rd, Southold NY 11971 w.c. W.M. o.w. s" 631 765 2954 B4 r H F.A.I. 1 1/4 3 240 24 03 1 1/4 1 1/2 11/40 3L]j4 2 C.O. I I C.O. C.O. C.O. 3 N ;'��a 3 AI D a t BUILDI SLOPE 1/4 PER FOOT PITCH TO DRAIN 4 `' +".¢ �+,^ T°w�OFso ., TO APPROVED )zESc 4'Cleaniout SEPTIC SYSTEM PLUMBING SCHEMATIC SCALE: NOT TO SCALE A7 THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. g "� �,, ARCHITECT REVISIONS D E S C R I P T I ON DES NEW YORK STATETOWN COLL CODES OF 6/3/24 PORCH SIZE EDITS AS *UfflED 7 ND COND7IONS 0 6/11/25 BUILDING PERMIT SET t -OwTy:llll lm� . 0116i,J.DTOrUi!rUa�111123.1R3 JU7 M,.D TO`""i T?'JBIEES F3.%DEC --- -- t"low IMC PROPOSED (2) 11 �" M77 RIDGE EXISTING ROOF BEYOND EXISTING ROOF SHINGLES EXISTING ROOF SHINGLES EXISTING ROOF BEYOND G 2, TYPICAL ROOF "CONSTRUCTION TO REMAIN 12 OPRO 0- 12 TO REMAIN 12 12 ®Nb O x�O4R 12 ROOFING TO LATCH MAIN HOUSE OCCUP �LJ� 011 4k 7 0 /F 7 E STING STANDING SEAM 2 R " �+c �+ 11�LAWFUL� . FR��ti� � 2Feo Q EXISTING M TAL RO©F TO REMAIN O �� ®�6� OVER 15f ROOF FELT ON 1/2 CDX PLYWOOD SHEATHING. USE IS ti+N Oc 2 X10 ROOF RAFTERS A 16 O.C. r 6 _CEDAR SHINGLES TO �'QO PROPOSED FASCIA TO �f�� MATCH MAI H USE MATCH EXISTING HOUSE 2"x8" CJ 0 16" OC. V Y(THOU C CERT IFICAi t 8_-0" PLATE HEIGHT _ _ F F __ __ PROPOSED (2) 11 a" ML 6'-8"__T.O. WINDOWS______ EXISTINIG HEADER HEADER WRAPPED PER OF 0 IRAi�C�'SELECTION OF OWNER " �• PI0tITnoS to tlnno_L ;tlO �II.I sc! +Ct 61aInIInO APPROVED AS NO 11El -r— DATE � v?S B.P 7 z Nnr �r az o z o EXISTING HOUSE EXISTING HOUSE FEC�KBU �BY I i i EXISTING EXISTING o EXISTING EXISTING EXISTING EXISTING `J NOSA d,itional BEYOND BEYOND NG D EPARTMERT H Ce `1�1Cation I,,631765-1802 8AM TO 4PM FOR THE Require j 11 i JI J n --LINE OF EXISTING a Re uire HOUSE Exl NG 1. FOUNDATION-TWO REQUIRED r EXI NG FOLLOWING INSPECTIONS: day (� EXISTING BLUE FOR POURED CONCRETE 18'-0" T.O. FIRST FLOOR LINE OF EXISTING STONE PATIO �— - - - EXISTING CEDAR SHINGLE EXISTING CEDAR SHINGLE EXISTING CEDAR SHINGLE COLUMN z ROUGH-FRAMING&PLUMBING , SIDING TO REMAIN SIDING TO REMAIN SIDING TO REMAIN & INSULATION EXISTING P.C. SLAB =_ Elk= _ _ = I— I =— ON NEXCAVATED 4. FINAL-CONSTRUCTION MUST =1 -1 =1 I =1 I-III— SOILBE COMPLETE FOR C.O. `� -- III-II III-III EXISTING BLUESTONE COMPACT & FILLED PROPOSED 6"X6" POST a —I I I I- EXISTING P.C. ALL CONSTRUCTION SHALL MEET THE LANDING AND STEPS z III -III REQUIREMENTS OF THE CODES OF NEW WRAPPED PFR SELECTION OF O FOUNDATION WALL ON OWNER (TYP OF 2) — — — — — — _ EXISTING BELOW oonNc YORK STATE NOT RESPONSIBLE FOR —_ _ _ _ _ _ _ DESIGN OR CONSTRUCTON ERRORS U E FRONT ELEVATION W PROPOSED FRONT PORCH zZ 0 RETAIN'STORM �NATER RllNOFF o � w � \ 1 SCALE: 1/4 =1 —0 URQU-i�T TO CHAPTER 236 /- OF THE TOWN CODE. Q 0 s SECTION THROUGH PROPOSED FRONT PORCH z z 1 SCALE: 1/4"=1'-0" 0 ® W z w Qz � W 00 ry . Q o 0W 0 0 0 I Q OD >_ � Q < d- EXISTING EXISTING CLOSET CLOSET NO CHANGE' NO CHANGE Li 0�_o I ZwQ U)0 w o Z EXISTING EXISTING EXISTING I RAFTER TO WALL BEDROOM 2 BEDROOM 3 DINING ROOM I Ridge Beam (14) 1Od x 1 1/ ' FAS NO CHANGE NO CHANGE z NO CHANGE w F 0 N Z I j Q W I o 0 N O V V X RIDGE - - - Charles M. Thomas _ I EXISTING _j PROPOSED _j I RAFTER - - - --- -- EXISTING w FRONT PORCH i / V) EXISTING a r C h i t e C t REMOVE EXISTING FRONT I�w O COVERED n0. — — — PORCH �w I —�"' o = r - - - - - - - - - - - - MTS12 PO BOX 871 JAfJESPORT, NY 11947 (631) 721-7993 v= 12-8 a_ I Simpson Strong Tie ROPOSED (2) 11 J" ML WITH CEILING COLLAR TIES ® 32" O.C. PROPOSED 6"X6" POSTIL -il ADET— LINE OF PROPOSED ROOF WRAPPED PER SELECTION OF ABOVE CS-200 S" MIN. WITH (7) lOd COMMON NAILS PROJECT OWNER (TYP OF 4) — — — — — — — — — — — PER RAFTER INSTALLED OVER PLYWOOD NOTE: SEE CROSS SECTION f1 RIDGE STRAP 11E D10 FOR FOUNDATION DETAIL SCALE: N.T.S. P FIRST FLOOIR PLAIN W PROPOSED FRONT PORCH PROPOSED FRONT - -- — -- - - SCALE: 1/4"=1'-0)" RAFTER TO WALL PORCH ROOF 1 � SCALE: N.T.S. DATE: 4/3/24 D E S I G N C R I T E IR I A PROJECT No. DRAPING BY. CHK BY. SUBJECT 'TO DAMAGE FROM DWG No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF WG 001 00 SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD (MPH) CATEGORY LINVE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED 1 OF 1 20 130 B SEVERE ;36" MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE - 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 28.9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHO)LE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i ARCHITECT 1 EXISTING D Q EXISTING EXISTING� EXISTING ] _ INE OF EXISTING REVISIONS D E S C R I P T ION GARAGE ROOF INE OF EXISTING HOUSE ROOF 6/11/25 BUILDING PERMIT SET 01 - EXISTING ROOFING H12 EXISTING STANDING SEAM TO REMAIN =� 1 -,i EXISTING' METAL ROOF TO REMAIN E STl EXISTING STANDING SEAM 1 l - EXISTING - EXISTING ROOFING J METAL ROOF TO REMAIN TO REMAIN b W 9'-6" PLATE HEIGHT r - - - - -- -- - - � EXISTING HEADER 7 EXISTING HEADER 11 � IJi1J Eiri i 6'-8" T.O. WINDOWS 1 J 4111I r,i iTIiTJ�rl� IT - - EXISTING CEDAR SHINGLE - - EXISTING CEDAR SHINGLE T T SIDING TO REMAIN OPEN - -- SIDING TO REMAIN I OPEN 7 r T r � � l� -] AIR li � AIR I� �� -�ir INE of EiXsTING TING PERGOLA & 28310 ]i_1)TJ : i - HousE )CIATED TT 1CTURES TO BE DVED PER 1 I.11 'T� T J i � r,T .�7 I , T T YLINE OF EXISTING SION MADE ONEXISTING CEDAR SHINGLE T I IBA I�� I I_T� I COLUMN - J , T i- i_ 1_, IrJIT-T� TJ T L 3, 2025. Lj SIDING TO REM rr i 1 1 i i j i J , 18'-0" T.O. FIRST FLOOR-1 l EXISTIN DOOR T'r'j� , - l - - E FRONT ELEVATION rE: REAR ELEVATION 1 SCALE: 1/4" 1'-0" 2 SCALE: 1/4" = 1'-0" w fT— =1= T —T _ I— •� — T —f" _I_ l— �1 INE OF EXISTING I 2)T XS GARAGE ROOF I II I I I I I I I I I I I I I N 1"" P°AZE"RAPPED z z 00 T-- - LL — TING TINE OF EXIS 1111 i - _�- - - II I I I I I I I I i l l 11 _0 w HOUSE ROOF -- - - - - I I I I I . EXISTING PERGOLA & — Q V -_ _ - T, i _ EXISTING ROOFING II I I I I I I0 I I I I I II ASSOCIATED r) f-1 To REMAIN II o STRUCTURES TO BE z Z EXISTING ROOFING I I ( Ir I I I I I II _ _ REMOVED PER ZBA � — lr �--1 _ _ DECISION MADE ON TO REMAIN I I I I I I ® I I I I I II 0 o W _ LINE OF EXISTING PATIO II I I I I I I�oO I I I I I APRIL 3, 2025. C) co Z N I Z _ _ ,--_ r T- --_ - _ _ - x 1 JT T� NE OF ROOF OVERH NG `l rliJl_ i � � 1 � ,� - - - - - - - - - �� - - - - - - - - - - - - - - - - - a..l- -I — -a- -I— �.-- -� —I— � —I — I- -I- -II- - � I [. T , -� T XISTiNG "X8" LINNE OF ROOF OVERHANG - „ . Q RAFTERS X8 LEDGER I I -----_- Q i 1_ITI POST NG 8'XB" LINE OF EXISTING HOUSE L LINE OF ROOF OVERHANG EXI I f (1 T } EXISTING CEDAR SHINGLE l/ 1 � J � x�stl�IG_��E{AR1_�HINGL _ OD- ��:r'SIDING,'TrO EMAIN� �i� �J J 1411NG Q R INS r � I ( 8'-a" � �cD 1 " to I � I IzI I�T] � EXISTING r 1 EXISTING W J 7 r 28310 28310 I I EXISTING PERGOLA & M I— rr rr�� 0 r Xl�fl 0 3068 I V� T ASSOCIATED oo EXISTING oZ STRUCTURES TO BE FI Q REMOVED PER ZBA x 0 DECISION MADE ON cxv w N"I J T 1�rTr l' -irT i J lIijTi1 11T 1 I I APRIL 3, 2025, W N j� 7�y� Z Df >= EXISTING ( U J 0 LLIi GARAGE W Q Q d- = z o EXISTING POURED CONCRETE I v ' It SLAB F V Imo— EXISTING RIDGE O F d I Q X Z O EXISTING 1n (n O W F COVERED w N 0 E SIDE ELEVATION 0 X WALKWAY u- -- - - W ------- -------, I0 ' W 9'-11" CEILING HEIGHT U- I I FiXISTING 2X6 COI LAR i o 3 SCALE: 1/4" = 1'-0" Z FROM PAT10 TO BOTTOM OF CEILING O II 'Z- oo � II TIES II I II II Of II II i 0 a E) STING 2X // EX TiNG 2X8 ROOF 0zl F I I RR I I RAFTERS00 Tf ►0N INE OF EXISTING N II II Nwl RIDGE EXISTING HEADER ui II II II II TYPICAL CEILING CONSTRUCTION �P� Fk, - - - - - - II II O� SnN LINE OF ROOF OVERHANG-(O I I 8080 O.IfI. DOOR 1I EXISTING ROOF SHINGLES TO REMAIN p G I OVER 15# ROOF FEELT ON 1/2" CDX PLYWOOD SHEATHING. ob 2k8 R 2"X8" ROOF RAFTERS @ 16" O.C. ti+ DOF EXISTING �G RqF I LINE OF ROOF OVERHANG J Charles M. Thomas a r c h i t e c t W I � PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 EXISTING I a TYPICAL WALL CONSTRUCTION GARAGE o EXISTING CEDAR PERFECTION SHINGLES TO REMAIN PROJECT Z I TYVEK HOUSE WRAP 1/2" CDX PLYWOOD SHEATHING I ON 2"X4" WD. STUIDS @ 16" O.C. °' X I & w I 0 0 0 I z J w Z EXISTING 4" POURED CONCRETE SLAB 4 MILL VAPOR BARRIER AS BUILT GARAGE oZ I I � DATE: 1/2/23 PROJECT No. s CROSS SECTION P GARAGE FLOOR PLAN DRAWING BY. CHK BY. 1 SCALE; 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0" DWG No. DA - 001 00 1 OF 1 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLEE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 TOP PLATE FRAMING TO ACCOMADATE CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS ALLOWABLE RAFTERS AND CEILING P I P I NI G — R 6 0 2.7.2 STUCTURAL MEMBER DEFLECTION JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L/180 ROOF TRUSS ��A y, SLOPES THAN W/NO TOP PLATES r a�.�r `" ,' : Y� 0 t FINISHED CEILING SECOND STORY TOP PLATE— WW MM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE GYPSM BOARD INSTALL IN w° SEE DRILLING AND 16d NAIL AT 24 O.C. STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z SEE DRILLING AND SEE DRILLING AND NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40% o BOTTOM PLATE NOTCHING PROVISIONS EXT. WALLS W/ PLASTER OR H/360 WFCM SECTIOf�� 3.3.1.1.1 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL OF STUD DEPTH _ 5 8" MIN. TO EDGE STUCCO ANISHE „ 911 d NAIL AT 6" O.0 NSTALLED IN ACCORDANCE 5/8 MIN. TO EDGE � �- WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 �Ici ALL PANEL EDGES) WITH BRITTLE(b) FINISHES " T JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE FOR BLOCKING BLOCKED AGAINST FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED AND BRIDGING a CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH BAND JOIST ROTATION IN ACCORDANCE ( ) a. The wind load shall be permitted to be taken as 0.7 times the TOP PLATE OR BLOCKIN(G SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT " GYPSM BOARD INSTALLED IN component and cladding loads for hte g BORED HOLES SHALL NOT w p g purpose of the determining AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE MALL of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or DSUOCCESSIVE STU�DSOARETDOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND L BORED cn LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not C° N BAND JOIST exceed L/60. For sandwich panels used in roofs or walls of z0 N N ,BOTTOM PLATE FOR FIRE BLOCKING OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall Cn N ° 16d NAIL AT 24" O.C.J INSTALLED WFCM TABLE WFCM 2015 SB C HIGH WIND EDITION not exceed L/,2D TABLE R 301.2221 WFCM 2015 SB C HIGH WIND EDITION Ld Of SILL PLATE JOIST ° o . WALL BRACING ADJUSTMENT FACTORS BY ROOF ° . � SECTION 3.4.3.1 ..1 FIGURE 3.3B SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE \_SUBFLOOR FFRAMIING MEMBERS AT PANELNOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT MONOLITHIC EDGES AND 12' O.C. ON ALL ROOF/CEILING ROOF/CEILING FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR kIONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS BEARING WALL ROOF PLUS ONE STORY 1.0 1.1 , NON—BEARING WALLS: R602.6 (1 �_(2� LATERAL BRACE AT 6 O.C. � N TYPICAL WALL F LO 0 R & ROOF FRAMING FOR SI: 1 POUND PER SQUARE FOOT = MITT kN/M(2) JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED LJJ O WIND—BORNE DEBRIS PROTE[CT10N FASTENING SCHEDULE 2-10d NAILS V) LU N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W FASTENER SPACING (inches) Z SEE STUD TO RAFTER3:FASTENER SPAPN 4 FEET 6 FEET BLOCKING SECTION A—A C PLE TUD PICAL OR STUD TO STUD DETAIL GABLE END TRUSS 0 TYPE < 4 BEET < PANEL SPAN < PANEL SPAN ENDWALL —CONNECTORS Q 0 < 6 FEET < 8 FEET 1/2' SPACINGS A A R QUIRED W 0 0 ALLOWS E III SIDE NO. 8 WOOD SCREW " " " HOLDDOWN NAILS 0 ANCHOR WITH 2" EMBEDMENT 16� 10 $ INSTALLATIONF HEADER STUDS ULL LENGTH " NAILS O J 5d COOLER NAILS AT 10 O.C. LENGHT DOUBLE A A WA STUDS �--- < STUD (MI".) ° CORNER STUD NPL�IF�T CONNECTION IS REQUIRED BRACEBWITHK4 NAILED EACH AT HARRDWARE ° o CONNECTED TO BLOCKING NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN ° o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (HDU) ° ° ° CON IN CTO IS N UP AT BOTTOM OF HEADER STUDS IN NOTE: SIMILAR REQUI ED ADDITION TO CONNECTORS AT " 0 W LENGHT ° ° CONNECTION AT EA H SIDE CO EC R 5d COOLER NAILS AT 7 O.C. o FOUNDATION. R UIR BOTTOM OF CRALL STUDS IPPLES P ES D AT TOP AND 20 GAUGE STRAP Z 2-16d COMMON 1/4" LAG SCREW BASED ANCHOR 161" 16" 16" SIDE WALL A ° NAILS END6w°� FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o (n LENGHT WITH 2" EMBEDMENT ; (WFCM FIGURE 3. 6) CONNECTIONS FOR OPENINGS Q W�// ' SUBFLOOR / �/ LL 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPP09SING ENDS OF THE WOOD STRUCTURAL PANEL. FACE OF FOOTING CEILING BRACING GABLE ENDWALL FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST w 12" MAX. 0 (WFCM FIGURE 11 c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. N "' AILS BASED E FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. _ ' o SHEAR WALL REQUIREMENTS �'�` .,, TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING �.' ` � PROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING A,N ULTIMATE WITHDRAWAL CAPACITY OF NOT ° H NO CEILING RIDGE TENSION STRAP N LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT � DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S N H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1 4�' c0v WOOD STRUCTURAL PANELS SHALL HAVE. A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o ° ° ° CORNER STUD EXC ED 15 FT. AX. EXCEED 40 FT. MA 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP HOLDDOWN ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW W (HDU) o ° ° CONNECTED TO ROOF RAFTER ° ° o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS ° FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o " V' o ° 20 GA. STRAP— D011B1� _ RED METHOD . z STUD (MIN.) 14" WIDE MIN. AT HARDWARE , ° RAFTER Q w W/(8) 8d NAILS HOLD DOWN 8d NAIL AT 12" Of. a ALL FRAMING MEMMBERSRS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM 16d NAIL AT Cn W Cn. FLOOR TO FLOOR PHD5 24+� RIDGE TENSION STRAP DETAIL—TABLE R301 . 5 NOTESCONNECTION o � N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING -- EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R301 . 5 AREA HOLDDOWN USED = / LENGTH NUMBER OF CAPACITY OF HOLDDOS NOTES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO S i m p s o n Strong— Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE ■ } FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT '� Z CONNECTION (A) (OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. USE LIVE LOAD cc cc 3 ROOF RAFTER RIDGE DETAIL 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE Co8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND o- * NOTES: SIMPSON JATAL E HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (� LU SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENTOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL d A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP U -� TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. c WALLS.e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR DECKS 40 i NAIL PENETRATION INTO FRAMING IS ACHIEVED. WOOD STRUCTURAIL f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 ®II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED LPN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L00 ®I ACCORDANCE WITFH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULEE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m ® (TABLE 3.1, WCFM 201°5 24 O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 LOAD REQUIREMENT. �{ o ® HIGH WIND EDITIONJ) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS `V z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 0 Ck- 8d NAIL AT 6" O.C. OON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBER°S TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES ANID (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE ++ PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALLL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NO)T CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGE`S BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE TOP OF ANY 2 CORNER BRACING DETAIL MEMBER,THE PROVIDED BOTTOM ATORD EACHNOFBTHEOFOLOLOWING OTHER C ITERIA IS S MET: 1. AREA� EXTERIOR C c0 R N E R FRAMING OR THE. FRAMEDCOPEN NGSIN ACCORDANCE WITHULL sECTIONO WN 07 1TAIND AY 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong— Tie 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon ( TABLE 3. 1 WFCM 2018 HIGH WIND E D I TI 0 N ) 9 p prescriptive approach using the SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBCNAILING SCHEDULE ONNECTIONS RESISTn1N UPLIFT, a e Ibasedbuponethe 2020 NEW American eYORKdSTATErRESIDENTIAL CODE.Association. Non- Structural elements GENERAL N 0 T E S: MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION RESISTING SUPPORTING NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, NUMBER OF NAILS C JOINT DESCRIPTION NAIL SPACING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances ;� ' Y. +� COMMON NAILS 1 - FLOOR 1/2" ANCHOR BOLTS 31 sheet no. 1 having jurisdiction and best standards of construction All non engineered lumber to be Douglas Fir#2 or better LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED' 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2B 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.28). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. prior to commencement of construction. The Contractor shall be Live Load-Section R301.5 CEILING JOIST TO PARALLEL RAFTER FACE-NAILED CEILING JOIST OVER PARTITIONS Light and Ventilation-Section R303 responsible for corrections not reported once he has started work (FA 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. Z COLLAR TIE TO RAFTER 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p FACE-NAILED Sanitation-Section R306 equipment incorporated in the work will be new, and that all work 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period _ BLOCKING TO RAFTER TOE-NAILED Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. �- d WALL FRAMING Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety Means of egress-Section R311 precautions and programs in connection with the work, and he Of TOP PLATE TO TOP PLATE FACE-NAILED (SEE SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out Ramps-Section R311.6 the work in accordance with the construction documents. The v TOP PLATE AT INTERSECTION FACE-NAILED -4-16d JOINTS EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by N Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' O.C. and/or the building as designed without the expressed written o STUD TO STUD FACE-NAILED Guards-Section R312 HEADER TO HEADER FACE-NAILED Smoke Alarms-Section R314 consent of the Architect. 16d 16" O.C. ALONG EDGES 5. The contractor and all subcontractors shall maintain continuous Foam TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Carbon Monoxide Alarms - R315 Foam plastic-Section R316 insurance coverage statutory policies (Worker Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not cn 3-16d PER 2X6 STUD Insulation-Section R316 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o \ N N Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be N r- \ 2-16d SEE NOTE 1,2 PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. > \ \ FACE-NAILED ( Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous Q FLOOR FRAMING (0 Q) Site Address-Section R319 insulation at oil perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed In each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d Design based upon presumptive load bearing values of sandy gravel and or gravel as Per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and 0 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate isFM N BAND JOIST TOJOIST END-NAILED to be presented to the Owner at the completion of the job. r1 BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d I PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes �-- 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. w 0 BLOCKING TO FLOOR JOIST TOE-NAILED 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. ^' 48' minimum coverage to to of footing 14. All work to conform to the rules and regulations of the New York ` V ROOF SHEATHING Minimum depth-Section wall footings, , 9 P 9 Energy Conversation Construction Code. All glazed area to be doubleUJ 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR 'TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD 2-1 3 4"x11 7 8" Microlom Girder or 3 1 2"x11 7 8" Power Beam / / ( / / ) 15. The insulation protection as indicated on these plans exceeds W GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG8d 6" EDGE / 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. Z_ Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL nUTL00KERS 8d 6" EDGE / 6" FIELD 30"00%12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE 4" FIELD CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q O / Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. CEILING SHEATING 17. Architect has not been retained for site supervision, on-site of U Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing 0 WALL SHEATHING Pour no concrete on frozen ground or in freezing water. JQ 8d 6 EDGE STRUCTURAL PANELS STUDS SPACED UP TO 16" OC " 12" FIELD Provide 3 1/2' steel lally columns./ Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS j Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT < Z Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 0 W GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. Z Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 AT EACH RAFTER W 0 W2-2x6 Floor joists: see Foundation and Floor Plans, spacing as noted. QFasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE:ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q W Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. STRUCTURAL PANELS NOTE: 1x6 fascia, wrap Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS 8d 6" EDGE 12" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER MTH 2-1/2" X 5" LAG " " Alluminum gutters and leaders. Siding: see Elevations. MTS 36, "lOd 6 EDGE 6 FIELD USE 4 8d NAILS AT EACH END BOLTS AT 16" ON CENTER GREATER THAN 1" / /2 k plywood rsheating, see fastening schedule, Table 3.1, 3.9 WFCM. ( )- 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers i" GWB at fire partition USE (4)-8d NAILS AT EACH END 4T N 1/2" MR GWB in wet areas Simpson Strong-Tie 0 At least one window in each sleeping room shall comply with the exit re irements RAFTER TO STUD CONNECTION USE: F- N P g P y q MTS 36, EACH ROOF RAFTER U210 2X6 of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST :2 cl- SIMIPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER " LLJ 1 1//4" COIL STRAP Follow exterior corner framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: 4-10d X 1 1/2 0 (n - „ Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) NAIILS AT EACH STUD SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < J ++ SIMPSON H-8 USE W/ONLY 5 �> „ percent slope), o _J MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL � ANCHOR BOLT (14 ) BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT underlayment MTS12 ® EACH JOIST � EVERY STUD STUD TO S SEE ANCHOR SCHEDULE, shall be two 2 I rs applied in the following manner. Apply A 19-inch 483 stri U210 2X6 ATTACH T ( of ( ) � PP g PP y ( ) P PORCH POST TO DECK USE: p• AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) •1 SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 4-+ %" HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: ° " overlapping H2.5A AT EACH ROOF RAFTER • (14) SDS Y X 3 WOOD SCREWS a successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. -1 Od X 1 1/2" 7" MIN EMBEDMENT e o For roof slopes of four (4) units vertical in (12) units. U N • (SEE FOUNDATION PLANS A-3.1 AND TYPICAL PORCH Z DECK LEDGER e D ip• ° '� A-3.2 FOR LOCATION) Ice Protection (Section R905.1.2) CONNECTIONS ^ (MINIMUM DOUBLE STUD) Underlayment in High wind (Section R905.1.1) e° '° - Flashing (Section R905.2.8) e D 'A :° • a c , ° , »SIMSON STRONG TIE » Chimney and firespaces - Chapter 10 STU }� BEARING PLATE eD • �b/ , 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report ° ' USE 4-8D WAILS ® EACH STUD Mechanical - Chapter 12 DOUBLE 2X MIN. s' 4 D 4 u D �° °.° a, ° �' ��a • . ° , General Mechanical System - Chapter 13 FOR HEADER OR - n b D . > D . D 4 Heaitng and cooling equipment - Chapter 14 BEAM a °�eda" e c ° Exhaust Sustem - Chapter 15 r " ^r ;n. 0�°. moo.. ° ° Duct System - Chapter 16 .� Z s? ' I . °•° DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Cha ter 17 Simpson Strong-Tie D b. D .it. DA P °•e 4 °•s C "a"ka Chimneys.° SSP Plmb n and Vents Part VII - Chapter 18 AT EACH POST °C s /�' °• il- i 1 3/4" IMU „° °•ss A; o SEE PLAN Flood Zone - 301.2.4 i • tq EDGE DISTANCE �� y D HEADER w FLOOR TO FLOOR e LSTA21 D �• Simpson Strong-Tie • •` `. CONNECTION KINCG STUDS CS20 1%" COILED Y" THREADED ROD U STRAP. MIN 12 REQUIRED FOR STU 1/2---,. OVERLAP AT EACH JAI STUDS � 1, SIMPSON STRONG -- TIE SIMPSON STRONG-TIE STUD 0 1 1/4 COIL STRAP - H2A 2"MINI E R CNW NUT COUPLER0 m 16" O.C. USE 4-8D AT EACH ROOF NAILS AT EACH STUD ° ,�„ RAFTER USE 8-16D ` MIN EDGE MIN OVERLAP IS 1 ,_ NAILS AT EACH END, UACK 0 SILL :;._ y DISTANCE* 12" MIN OVERLAP PER RT2.5 COMPONENT �' `" • s SHEET STHD8 ►y ;. ° "• IN EDGE NO. STUD TO ROOF RAFTER = = �'° •'•4��' DISTANCE* FLOOR TO FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPIPING FOR CONNECTIONS. AAB T EACH POST FOOTING MINIMUM DISTANCE CHART FOR MIN. O'VERLAP IS 12" FRAMED OPENII��G EXTERIOR WALL INSTALLATION SILL PLATE. TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS