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HomeMy WebLinkAbout51340-Z �O0A SOUT,yo(O Town of Southold * * P.O. Box 1179 oQ 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46543 Date: 10/01/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 8555 Main Bavview Rd Southold, NY 11971 Sec/Block/Lot: 78.-9-48 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 09/18/2024 Pursuant to which Building Permit No. 51340 and dated: 10/31/2024 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: Thomas Hudgens , Christy Carter Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51340 9/29/2025 PLUMBERS CERTIFICATION: Autho d Si ature SUUI�G TOWN OF SOUTHOLD 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#: 51340 Date: 10/31/2024 Permission is hereby granted to: Thomas K Hudgens 340 E 23rd St Apt PH 1F New York, NY 10010 To: construct accessory garage as applied for. Premises Located at: 8555 Main Bayview Rd, Southold, NY 11971 SCTM#78.-9-48 Pursuant to application dated 09/18/2024 and approved by the Building Inspector. To expire on 10/31/2026. Contractors: Required Inspections: Fees: Accessory-New Structure $425.00 CO Accessory $100.00 Total S525.00 Building Inspector Y SO(/l�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 1 1 97 1-0959 COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Thomas K Hudgens Address: 8555 Main Bayview Rd City: Southold St: NY Zip: 11971 Building Permit#: 51340 Section: 78 Block: 9 Lot: 4$ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Hobbs Electric Corp License No: 33926ME SITE DETAILS Office Use Only Indoor I✓ Basement r Service (— Solar F Outdoor 1st Floor I✓ Pool r Spa (— Renovation (— 2nd Floor I- Hot Tub r Generator (— Survey I— Attic Garage Battery Storage (^ INVENTORY Service 1 ph I✓ Heat Duplec Recpt 6 Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt 50A Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Other Equipment: 100A Sub Panel 12 Circuit/ 7 Used Notes: Acc. Garage Inspector Signature, X 1� C�z Date: September 29, 2025 Sean Devlin Electrical Inspector sean.devline-town.southold.ny.us 8555MainBayviewAccGarage OF SOUTyO� L 11 8'55�5 # # TOWN OF SOUTHOLD BUILDING DEPT. o�+� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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: n 1 oxan n Uj- F� e9 DATE0/2/`�` ­25- - - IINSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSP ECTI [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION', [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (RO.UQ+i) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL v�s REMARKS: x I DATE t INSPECTOR OF SOUT,�o� TOWN OF SOUTHOLD BUILDING DEPT. °ycom,� 631-765-1802 0 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SUL TION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFE INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ : ] RENTAL REMARKS: I l �;wyr[A� Cniq �e— DATE Y INSPECTOR -,k,( FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) — -- 3 ------------------------------------- � C FOUNDATION (2ND) z 0 VA' ROUGH FRAMING& PLUMBING 1 r INSULATION PER N.Y. STATE ENERGY CODE ll s uk d av- .G Gev�► FINAL 711 vlv k -- ADDITIONAL COMMENTS pd 5 5 # 1 L-i -Y �- - L Y-e-c-4-/0-9 43S-- co 0 kekr o . Z `rn S 0 � b QN, � �O y�y t" y x e b y 2<S FFO(�cr� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y � Town Hall Annex 54375 Main Road P. O:Box 1179 Southold,NY 11971-0959 q�or Sao � Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.aov Date Received APPLICATION FOR BUILDING PERMIT ® OMLS For Office Use Only PERMIT NO. /-34b - Building Inspector: SEP 1 8 2024 ,Applications and forms must.be filled.out in their entirety. Incomplete BUMDING DEPT• applications will not be accepted. Where the Applicant is not the owner,an TOWN'm S®UTH01 µ' Owner's Authorization form.(Page 2)shall be completed. Date:9-11-2024 OWNER(S)OF PROPERTY: ' Name:Thomas Hudgens, Christy Carter SCTM#1000-78-09-4.8 Project Address:8555 Main.Bayyiew Road, Southold., NY 11971 Phone#:347-325-4347 _ Email:tkhsecond@gmail.com Mailing Address:same as above CONTACT PERSON: Name:Jeffrey Sands Mailing Address:6 Evergreen Lane,,East Quogue, NY 11942 Phone#:631-375-5997 Email:jell@jsa-ny.com DESIGN PROFESSIONAL INFORMATION: Name:Jeffrey Sands Architect Mailing Address:6 Evergreen Lane, East Quogue, NY 11942 Phone#:631-375-5997 Email:jell@jsa-ny.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Oth ructu4i'Yc $90,000 Will the to a re-graded? Dyes.BNo Will excess fill be removed from premises? Byes ONO 1 . PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property; ❑Yes ®No IF YES, PROVIDE A COPY. ❑Check Box After heading: The owner/wntrattor/design professional Is respgnsible for all dr0inage 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 Ybrk and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as heroin desctibed.fie applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized In*6ctors bh premises and In buildingis)for necessary inspections.False statements made herein are punishable as a Gass A misdemeanor pursuant to Section WAS a the New York State PQnal taµr. Application Submitted By(print flame):Jeffrey Sands BAuthorized Agent ❑Owner Signature of Applicant: Date: 9-10-2024 CONNIE D.BUNCH STATE OF NEW YORK' Notary Public,State of New York No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF Suffolk ) Cornmisslon Expires April 14,2� Jeffrey Sands being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above;named, (S)he is the Agent (Contractor,Agent,Corporate Officer,eta.) 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 lay of '`', \ .20,z=- \4 Notary Public PROPERTY OWNER AUTHORIiZATION (Where the applicant is not the owner) I Thomas Hudgens residing at 8555 Main Bayview Road, Southold do hereby authorize Jeffrey Sands to apply on my behalf to the Town of, uthol. Building Department for approval as described herein. 2 Owner's Signature Date Thomas Hudgens Print Owner's Name 2 Buildine Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at a �J ktp,,In (Print property owner's name) (Mailing Address) -FC)` 4A0A NY L I do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. �11��2N (Owner's Signature) (Date) f "Yv� (Print Owner's Name) �zs Scott A. Russell SUPERVISOR NWANAG]EMIENIF SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 '{% Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) ;I — — — — — — — — - - - - - - - - APPLICANT: (Property Owner-, Design Professional, Agent, Contractor, Other) `! NAME: 4(Signatt �� s Date: Contact Infor S ' IC-'Aaii R 1'elephnne Numherl � 5 (� 621 , _ 1 C Property Address / Location of Construction Site: SAS' �A �A t-:7 S.C.T.M. #: 1000 District ii Section Block Lot i� TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I' Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required! !' ® - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! - Area of Disturbance is Greater than I Acre & Storm-,,eater Runoff Discharges Directly I to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. �1rcn of Di turbance is Greater than l Acre Storm-v�atPr Rnnr)ff Flows Throu;h Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. Revie,,ved By: �- Date: 1 i - Fr)R M m CM('P-TC)q (1rinhPr 7n l q 4 MAP OF HIGHwOOD q'1-BAYI/1EW FILED MAP NO 5547-FILED 11/30 1 1970 Lor g S82°19'10"E \ LOT 10 MON.FND. \ 0.TN.0.2'E iy�e 8 WIRE FENy E \ PEN. f 1.q'ry N b FEN. p p MON.NI�D. 1,6NFEN. 268,71 \RETAINIOG y�yALl\ WALL '0 WI O.SN J, 2.5'N \EFFjVCE Ssa3 MON.FND0.5''N.02W o STAKE SEi 4g 7, HIGH Q� ROPOSED W D WALL Q 6 // I FRAME GARAGE \ A� \ \ \\ SSA �O / 4/O I CO R FORIl \\ POOL /O/0 \ \ 2 \ Z STf+KESET y�\� B IED L.P.1 7.0 f6' EQUIP. �.� O QO�N V' yTANK OO HOTTIJ � \ / O MON.FND. UJ O 7 MANHOLE COVER \ MASONR � PATIO FIREPLACE °F U I 0(, �> \ �Q� rl,C /'�'t) MASONRY 'k OQO�'gO � -i ` PATIO O''9T� v. 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' TAX MAP NO.: 1 000-078.00-09.00-048.000 LOT AREA: 103.725.98 S.F.(2.381 ACRES) ELEVATIONS REFER TO NAVD88. fir° "fp DATE SURVEYED:JULY 8,2024 0 50 100 Feet ®�09 E SET STAKES:JULY 19,2024 E REVISED PROPOSED:SEPT. 12,2024 SCALE: 1 INCH= 50 FEET v rn c LEGN-NOTE-S' j, 1.COPYPoGHT2026 AJC LAND BUFTVEYING PLLC.ALL PoGHTS RESERJEO. >O> 2 UNNIMO!£lEUALIERATION ORADUITION10IHIS SURREY MAP BEARING ALICENSED LAND SURVEYORS SEALI5 AMOIATION OFSECRC'N 72 . L SUBDIVISION 2.OF NEW YORK STATE EDUCATI ON LAW. 7 - _ S.ONLY BOUNDARY SUfNEY MAPS WRH ThESURVE/UR'S EMBOBSED SEALARE GENUINE TRUEAND CCRFECTCOPIES OFh1E SURVEYORB OIIGINAL IYOFd( N - -- ` AND OPINION. ,D �C j J\ 11i'1�-Cr R EYIN/ti n} * FCFL—DS 110NSONTI-0S ROUNIANSURVEY STATE- FYTHAThi O—ROIA.SPRF.PM.EANDSU VEYWCEWRH THF.CTA CAION ISLI CODEOPPRACTiU IL..,lL11 t y L J U Y 11�i�VI-.• r L L C FOR LA4MIU EYSADOPILOBVVYEW WYORKSTAT.TO 0E TONOFPANY.TO HEGOPND�WZNT LAI-NG THECE ELENONIELIM.IT£DT NU51"ONS 0 FOR BOUNDARY SURVEYAYSURVEY AIM IS PREPARED.TO'R:E TTiLE COMPANI'.TO THE GOVFA�YMENi:.LAGENC/.A!•DTD hIE IFNLMNc.IN:.1RU110NIJ�iII)ON -1 MSSE CERTIFICATIONS SURVEY MAP. V LAND SURVEYING & PLANNING,:-- N`A"° "�" "°�'Rt4NSFERAB E, I - _ _.-_-__ __ _ 6.lHE LOCATtUN OF UNUF-'AGHOUNUTAIVRUY'EI.:EMS OR ENCROP,CHM1LMSAFtE NOI'ALVJAYS KNO'NNMJD OFfFJJMVSTdEEST.�tATED.IFW\Y Q y (']/� � VN.XfiGli0UNO1hIPliOVCMGNT�,:OIi ENCROAG IM[Nt<E%1`.:T CR NtC GIIOWN,T�C IMIRiO'JEIA'c�JIL ORCTCROACHMENi`.Nt[NOTfOV['J"fCD OYTt9_^.Nm 1 rJ3 WADING RIVER MANOR RD., MANORVILLE 1 I M9 7 TMEOt FSET(OR OIMENSIOW 1HHOWN HEREON FROMD ES RUC U ESI JTHE PROPERtt NES ARE FORASPEC FlC PUfiTOSEAVO USEANO £HEFORE N .V:E NOTIMPJJOFp TO GUIDE hIf Tif:CIION OP FENC(-".�..R(:1'NNING WALLS.POOLS PATOS FLAMING.WFJ.S.A➢pRION:TO fW�LOINC:.ANDANY OTHERTYFE ° �` I /I G (�[''�''7 - Of CONSTRUCTION. PHONE. 63 I-SE1V��7�J,/_ ____,_ _ S.ONLY SURVEYS BFNtlNGTHf_MARS MBOSSEDSGL SHOULD BE REUM UPON SINCE OTiMR IAN EIADC SFDSEAL COPIES MAY CONTAIN C -___--_ UNAUTHO�� MDETECTABLEMOOIFICATONS.DELETONS.ADCMONS.ANOC—GES S.PROPERFYCORNER MONUMEN'M WERENOTSETAS PART OFTHIS SURWY UNLESS OTHERWISE NOTED. ----EMAIL: INFO@AjcLANDSURVEYING COM O.A yMEASU E EM5REFERTO U.S SURVL/FOOT, y Wayne Debbie E C E I V E Mar 22 2025 at 6:43:44PM northforkjoe@y,a,hoo.com 13ullding DOVa rt"nont Town of Southold Styr;3t;;- n BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOI<D Town Hall Annex- 54375 Main Road ' PO Box 1179 Southold, New York 11971-0959 .C. ,T Telephdne (631) 765-1602 - FAX (631) 765-9502 jamesti southoldiownnM.ov- sea rid filso.rth old tc+Nrinv.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: Company Name, Electrician's Name: License No.:s 3�12Co "� Elec. email: �,o� q Elec. Phone No: j- .�p57 -,�%Sa_OI request an email copy of Certificate of Coup lance Elec. Address.:,3 11�L, q JOB SITE INFORMATION (All Information Required) Name: 'Ho P+Ay Address: Cross Street: jam. Phone No.: (,/7 V7 BIdg.Permit#: ' email: ez ox1d j 2 Tax Map District: 1000 Se Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: 0 YES:E]NO Rough In a 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# El New Service[]Fire ReconnectOFlood ReconnectOService Reconnect[]Underground DOverhead #Underground Laterals n 1 2' H Frame n Pole Work done on Service? D Y TIN Additional Information: lax_ PAYMENT DUF_WITt't APPLICATION P i �II�g zS PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Neat 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 APP 0 EED AS NOTED DA • -3 B.P.0 S FEE �1� BY: NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR U6 OCCUPANCY OR FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED USE IS UNLAWFUL FOR POURED CONCRETE ELECTRICAL 2. ROUGH-FRAMING&PLUMBING WITHOUT CERTIFICAT INSPECTION REQUIRED 4. FINALS-CONSTRUCTION MUST OF OCCUPANCY BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS BUSS PLACARDING REQUIRED All exterior lighting COMPLY WITH ALL CODES OF installed,replaced or NEW YORK STATE &TOWN CODES RETAIN STORM WATER RUNOFF repaired shall conform AS REQUIRED AND CONDITION F PURSUANT TO CHAPTER 236 to.Chapter 172 SOUTHOLDTOWN Z OF THE TOWN CODE. of the Town Code SOUTHOLD TO LANNING BOARD SOUTHOLD WN TRUSTEES N,YS,D SO OLD HPC S D I FRAMING NOTES BUILDING DESIGN NOTES 1 ' r,o. 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO. 2 BETTER 1. ALL ASPECTS OF THE DESIGN AND CONSTRUCTION OF STRUCTURES SHALL CONFORM TO ALL LOCAL AND STATE CODES AND DRAWING L I O ALL FRAMING SHALL BE NAILED IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) WITH 2O20 RESIDENTIAL CONSTRUCTION CODE OF NEW YORK STATE THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE DESIGNS ARE NOT WITHIN THE CODES OF THE STATE AND LOCAL AUTHOURITIES 2. ALL WALL SHEATHING SHALL BE APA RATED, EXPOSURE 1. 1/2", 5/8", 3/4" THICK (SEE DRAWINGS FOR SPECIFICATION) 2. ALL HABITABLE ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6", AND HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, AND A001 DATA SHEET/DRAWING LIST SHEATHING SHALL BE NAILED TO FRAMING IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-0" 3. ALL SUBFLOORING SHALL BE APA RATED STURD-I-FLOOR, EXPOSURE 1, T&G 3/4" THICKNESS BASEMENTS SHALL HAVE A MINIMUM CEILING HEIGHT OF 7'-0- (SEE R305 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE ALL SUB-FLOOR TO JOISTS USING ADHESIVE FOR THIS PURPOSE 3. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE A002 NOTES AND SCHEDULES ALL SUB-FLOOR TO BE NAILED IN ACCORDANCE WITH LOCAL AND STATE BUILDING CODES (SEE ATTACHED NAILING SCHEDULE) OPENING. OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. MINIMUM OPENING AREA SHALL BE 5.0 SQUARE 4. DOUBLE JOISTS SHALL BE SET UNDER ALL PARALLEL PARTITIONS FEET AT ALL GROUND FLOOR OPEININGS AND 5.7 SQUARE FEET AT ALL OTHER OPENINGS. MINIMUM OPENING WIDTH (20"), MINIMUM OPENING HEIGHT (24") A010 SITEPLAN (SEE R310 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) 5. DOUBLE JOISTS OR STRUCTURAL BEAM SHALL TRIM ALL STAIR, CHIMNEY, AND SKYLIGHT OPENINGS. SEE FRAMING PLANS FOR MORE DETAILS 4. WINDOW WELLS SHALL BE DESIGNED FOR BASEMENTS WITH HABITABLE SPACE. THE MINIMUM AREA OF THE WINDOW WELL SHALL BE 9.0 SQUARE FEET WITH A MINIMUM WIDTH AND HORIZONTAL PROJECTION OF 36". WINDOW WELLS WITH A DEPTH GREATER THAN 44" SHALL HAVE A PERMANT LADDER A100 FOUNDATION PLAN, FIRST FLOOR 6. JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS BY FULL-DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS; OR BY ATTACHMENT TO A HEADER LADDER SHALL HAVE A INSIDE WIDTH OF AT LEAST 12", SHALL PROJECT 3" FORM THE WALL, AND BE SPACED MAXIMUM 18" APART VERTICALLY BAND JOIST, OR RIM JOIST, OR TO AN ADJOINING STUD; OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION (SEE SECTION R310 OF THE NYS RESIDENTIAL CODE FOR MORE DETAILS)7. ALL JOIST TO BE BRIDGED WITH EITHER SOLID BLOCKING, DIAGONAL BRIDGING, OR A CONTINUOUS 1" X 3" STRIP NAILED ACROSS THE BOTTOM OF THE JOISTS 5. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOM. PLAN, ROOF PLAN PERPENDICULAR TO THE JOISTS AT INTERVALS NOT EXCEEDING 8 FEET THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED (SEE R303 OF NYS RESIDENTIAL CODE FOR EXCEPTIONS) ^� EVERY HABITABLE SPACE SHALL BE•'.IRO'VIDED WITH HEATING CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FARANHEIT, 3 FEET ABOVE THE A2OO ELEVATIONS SECTIONS 8. BEAMS SHALL BE NOTCHED AND DRILLED IN ACCORDANCE WITH R502.8 OF THE IRC 2018 RESIDENTIAL CODE OR MANUFACTURERS SPECIFICATIONS FLOOR AND 2 FEET FROM EXTERIOR WALLS (SEE SECTION R303 OF THE NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) FOR ENGINEERED WOOD PRODUCTS 6. THERE SHALL BE ONE HABITABLE ROOM WITH A MINIMUM FLOOR AREA OF NOT LESS THAN 120 SQUARE FEET 9. DRAFTSTOPPING SHALL BE REQUIRED WHEN THERE IS USABLE FLOOR SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ALL OTHER HABITABLE ROOMS SHALL HA E AIN, AREA OF NOT LESS THAN 70 SQUARE FEET, KITCHENS SHALL HAVE AN AREA OF NOT LESS THAN 50 SQUARE FEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET HABITABLE SPACES SHALL NOT BE LESS THAN 7' IN ANY HORIZONTAL DIMENSION (EXCEPTION KITCHEN) (SEE R502.12 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE (SEE R304 OF NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) 10. ALL PRESSURE TREATED MATERIAL SHALL BE PRESERVATIVELY TREATED AND DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA C22 7, ALL DESIGNS SHALL BE IN CONFORMANCE SEE DRAWINGS FOR DIMENSIONAL SPECIFICATIONS AND USES WITH 2O20 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE (SEE CHAPTER 11) 11. ALL PRE-ENINEERED LUMBER SHALL BE GEORGIA PACIFIC WI SERIES JOISTS (WOOD I-BEAMS), LVL PRODUCTS, AND ANTHONY POWERBEAM PRODUCTS THE FOLLOWING GLAZING AND INSUlATI01N VALUES SHALL BE USED ALONG WITH THE ENERGY CONSERVATION CALCULATIONS GLAZING U-FACTOR: .35 MAX PROPOSED 24'X 25' DETACHED ALLL JOISTS, GIRDERS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS CEILING R-VALUE: R-49 WEB STIFFNERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS. DOUBLE 1 3/4" L'VL'S SHALL BE INSTALLED AT ALL STAIR, CHIMNEY, WALL R-VALUE: R-20 AND OTHER FLOOR OPENINGS. SEE MANUFACTURERS NOTES FOR ALL JOIST CONNECTIONS FLOOR R-VALUE: R-19 HANDLING, STORAGE, AND ERECTION OF ALL COMPONENTS SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS BASEMENT R-VALUE: R-10/13 12. ALL JOISTS SHALL HAVE 1 1/2" BEARING MINIMUM ON WOOD AND 3" MINIMUM ON CONCRETE OR STEEL (SEE MANUFACTURER'S SPEC'S FOR ENGINEERED LUMBER) SLAB PERMITER: R-10 (DEPTH OF 2') GARAGE - 600 SQ FT 13. ALL EXTERIOR WALLS SHALL BE 2X6 NOMINAL THICKNESS DOUGLAS FIR -LARCH N0.2 OR BETTER 16" O.C. MIN CRAWL SPACE : R-10/13 INTERIOR WALLS SHALL BE 2" X 4" NOMINAL THICKNESS MINIMUM, SEE DRAWINGS FOR SIZES 8. THE FOLLOWING CRITERIA WAS USED IN 'THE BUILDING DESIGN 14. ALL WOOD FRAME WALLS SHALL HAVE A DOUBLE TOP PLATE (OVERLAPPING CORNERS) AND SINGLE SOLE PLATE (MIN.) THE SAME LUMBER DIMENSION AS THE WALL WIND ZONE 140 MPH (3 SECOND GUSTS)) WALL BLOCKING SHALL BE INSTALLED OF THE SAME DIMENSION LUMBER AT MID SPAN ON WALLS UNDER 10' AND IN 1/3 INTERVALS IN TALLER WALLS. EXPOSURE D GROUND SNOW LOAD 25 PSF 15. STUDS MAY BE DRILLED AN NOTCHED IN CONFORMANCE WITH R602.6 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE LIVE LOADS OF 30 PSF SLEEPING AREAS, 40 PSF LIVING AREAS 16. ALL HEADERS SHALL BE AS SPECIFIED ON PLANS AND NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE AND WFCM, IF THERE IS ANY DISCREPENCY OR DEAD LOAD 40 PSF OR IF A SPECIFICATION IS NOT PRESENT, CONTACT THE ARCHITECT OR REFER TO TABLE R502.5 OF THE IRC 2020 RESIDENTIAL CODE SOLAR PANEL LOAD 5 PSF 9. ALL DESIGNS REPRESENTED ARE PRESCRIPTIVE. IF ENGINEERED DESIGNS ARE PRESENT, CALCULATIONS WILL BE SUPPLIED 17. ROOF BLOCKING SHALL BE SET TO ALLOW 2" AIR SPACE AT THE TOP OF THE RAFTER FOR VENTING 18. ALL CEILING JOISTS SHALL LAP A MINIMUM OF 3" AT SPLICE CONDITIONS OVER BEARING WALLS 10. WIND BORNE DEBRIS PROTECTION (PER R2301.2.1.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ) 1/2" THICK WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR ALL GLAZED OPENINGS. STRUCTURAL PANELS SHALL BE FASTENED TO THE FRAMING IN THE EVENT OF 19. THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2" OF BEARING ON WOOD OR METAL HURRICANE FORCE WINDS TO PROTECT FROM WIND BORNE- DEBRIS PANELS SHALL BE FASTENED WITH WITH 2 1/2" #6 WOOD SCREWS 0 16" D.C. FOR PANELS LESS AND NOT LESS THAN 3" ON CONCRETE OR MASONRY LESS THAN 4', 12" O.C. FOR PANELS GREATER THAN 4' AND LESS THAN 6', 9" O.C. FOR PANELS GREATER THAN 6' AND LESS THAN 8' 20. ALL ROOF SHEATHING ON ASPHALT ROOFS SHALL BE 1/2" THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2018 RESIDENTIAL CODE (SEE R301.2.1.2 FOR MORE DETAILS) WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE (SEE ATTACHED NAILING SCHEDULE) 11. ALL FRAMING SHALL BE NAILED AND FASTENED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 20. ALL WOOD ROOF SHALL BE COMPLETELY SHEATHED WITH 1/2" THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE SEE ATTACHED NAILING SCHEDULE AND (FASTENER DIAGRAMS FOR DETAILS (SEE ATTACHED NAILING SCHEDULE) 5/4 X 3 SPRUCE LATH SHALL BE INSTALLED C 16" O.C. PARALLEL AND IN LINE WITH THE ROOF RAFTERS THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE SPECIFICATIONS DO NOT MEET CODE REQUIREMENTS OR IF ADDITIONAL SPECIFICATIONS ARE REQUIRED 5/4 X 3 LATH SHALL BE INSTALLED PERPENDICULAR TO THE ROOF RAFTERS SPACED TO ALLOW AIR FLOW BEHIND THE WOOD SHINGLE ROOF FINISH 21. ALL FRAMING SHALL BE STRAPPED AS PER THE ATTACHED SCHEDULES WITH STRAPS MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL 12. ALL EXTERIOR FINISHES SHALL BE IN CONFORMANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION 13. ALL ROOF OVERHANGS SHALL RELIEVE ODNE LAYER OF ICE AND WATER FROM THE OUTSIDE EDGE OF THE OVERHANG TO A MINIMUM OF 24" INSIDE THE OUTSIDE WALL ALL UNDERLAYMENT SHALL BE NAILtU DQOWN WITH CORROSION RESISTANT FASTENERS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 14. ALL FLASHING SHALL BE SPECIFIED BY THE ARCHITECT AND/OR CONFORM TO 2020 NYS RESIDENTIAL CODE (SEE SECTION R905 FOR ROOF COVERING) C0 N C R E TE/ MASONRY NOTES 15. ALL MECHANICAL SYSTEMS SHALL CONFORM TO THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ,WITH 2O20 MECHANICAL AND FUEL GAS CODES OF NEW YORK STATE ® 3 1. MASONRY CONSTRUCTION SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OF THE 2020 NYS IRC RESIDENTIAL CODE ACCORDANCE WITH THE PROVISIONS OF ACI 530/ASCE 5/TMS402 © i 1 2. ALL CONCRETE SHAL BE POURED IN AMBIENT TEMPERATURES OF 40 + DEGREE F. IF POURING IN COLDER WEATHER, THE CONCRETE MUST BE PROTECTED 22 1 / FROM FREEZING FOR A PERIOR OF 14 DAYS (ADD MIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED) 1 I( 1 3. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL, HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT O Q O 5 5 4. ALL FOUNDATION WALLS SHALL HAVE A MINIMUM THICKNESS OF 8", ALL FOOTINGS SHALL HAVE A MINIMUM DIMENSION OF 8" DEEP AND 16" WIDE 1 O SEE PLANS FOR ACTUAL FOUNDATION WALL THICKNESS AND FOOTING SIZES 5. ALL CONCRETE SHALL BE 3000PSI AT 28 DAYS I Q I 1 4' SO 5O 4' CODE COMPLIANCE REFERENCES: p l 11 3 6. THE CONCRETE CONTRACTOR SHALL PROVIDE ANCHOR BOLTS, INSERTS, SLEEVES, ETC. AS REQUIRED BY OTHER TRADES. ANCHOR BOLTS SHALL BE SET PER 2020 RESIDENTIAL CODE OF NEW YORK STATE 1 2020 RESIDENTIAL CODE OF NEW YORK 4' 4' 2020 MECHANICAL CODE OF NEW YORK SEE ATTACHED STRAPPING SCHEDULE FOR SPACING AND SIZE _ 2020 PLUMBING CODE OF NEW YORK 7. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. AL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL ZONE 1 ZONIE 2 ZONE 3 BE SUPORTED ON PRECAST BRICKS OR APPROVED CHAIRS ZONE 4 ZONE 5 ZONE 6 2020 IE C C NYS CODE FIELD 8" O.C.12* O.C. 3* O.C. 4" O.C. FIELD 12" O.C.12" O.C. ENGINEERED STRUCTURAL COMPONENTS PER ASCE 7-2016 8. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED TO PRECLUDE ANY CORROSION PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. PANEL EDGES 6" O.C. 6" O.C. A D D I TI 0 N FLO 0 D DESIGN LOADS PER ASCE 2 4-2014 EDITION WALL SHEATHING NAILING SCHEDULUE ROOF NAILING SCHEDULUE 9. ALL REINFORCEMENT BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED PER ACI 318, CLASS "C', WITH 40 DIAMETERS MINIMUM, BENT AROUND CORNERS 140 MPH WIND ZONE (3 SECOND GUSTS) AND HOOKED AT NON-CONTINUOUS ENDS. FOR FRAMED SLABS, LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT 140 MPH WIND ZONE 3 SECOND GUSTS) USE 1/2" CDX ROOF SHEATHING AT SUPPORTS, REVERSE FOR FOUNDATION MATS. STAGGERSPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE ENDS USE 1/2" CDX WALL SHEATHING FASTEN MATH 8D COMMON GALVANIZED NAILS FASTEN WITH 8D COMMON% GALVANIZED NAILS 2" X 11 1/2" GA. - PATTERN AS INDICATED BELOW 10. ALL SLAB ON GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED, INCREASE AS REQUIRED FOR DRAINAGE PITCH. 2" X 11 1/2" GA. - PATTERN AS INDICATED BELOW 11. SLABS ON GRADE SHALL BE PLACED IN STRIPS AND SHALL THEN BE SAW-CUT OR TOOLED TO PROVIDE CONTROL JOINTS TABLE R301.2(1 APPROXIMATELY 20' O.C., CONSTRUCTION JOINTS SHALL BE KEYED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 12. EXCEPT AS NOTED, ALL OUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS WAND SUBJECT TO DAMAGE FROM ICE SHIELD GROUND SIESMIC WINTER UNDERLA- 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 40' AT LEAST 4' AWAY SNOW DESIGN FROST DESIGN YMENT FLOOD FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING LOAD SPEED (MPH) CATEGORY WEATHERING LINE TERMITE DECAY TEMP REQUIRED HAZARDS 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AN ACCEPTED ON SHOP DRAWINGS DEPTH 20PSF 140 MPH + B SEVERE 36" MODERATE SLIGHT TO 11 YES DECAY MODERATE 15. CONCRETE WALLS, DECKS, AND SLABS REQUIRING WATERPROOFING SHALL CONFORM TO ACI 515. 1R-79 SPECIFICATIONS, CHAPTER 3 FOR CONCRETE SURFACE QUALITY AND FINISHES. CURING COMPOUNDS, RELEASE COATINGS OR ADD MIXTURES THAT INTERFERE WITH THE ADHESION OF THE BARRIER MATERIAL SHALL NOT BE USED. LIQUID APPLIED BARRIERS SHALL NOT COVER, HIDE, OR LEVEL SURFACE IRREGULARITIES -�� "^-,,, 16. MASONRY OVER OPENINGS SHALL BE SUPPORTED BY STEEL LINTELS, REINFORCED CONCRETE OR MASONRY LINTELS, OR MASONRY ARCHES SEAL ARCHITECT PROJECT DRAWING TITLE SCALE DATE r� ` t, JEFFREY SANDS NA 8-26-2024 DESIGNED TO ACCEPT LOAD IMPOSED /lam\ H U D G E N S �., GENERAL DRANINGNUMBER 17. THE BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF 36" BELOW FINISH GRADE !'� � _ ` �I; �� ARCHITECT NOTES 1 rr-• _,,:. RESIDENCE 18. ALL CHIMNEYS AND FIREPLACES SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 10 OF THE 2020 NYS RESIDENTIAL CODE 6 EVERGREEN LANE "^- t � EAST QUOGUE, NY 11942 DRAWINGS ( °J%�. PHONE631.375.5997 8555 MAIN BAYVIEW G" ' � FAX 631.576.8916 LIST NAILING EMAIL:JEFF JSA-NY.COM SOUTHOLD @ DIAGRAMS NEW YORK A - • - TABLE R602.3(1) FASTENING SCHEDULE RAFTER TIES 0 16" O.C. ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION Nail each layer as follows:32" MODEL 'CS20' �} " OF FASTENER'°�` 20d common(4"x 0.192");or o'c' MIN (14) 10-D ---12 at top and bottom and NAILS Roof staggered. O n 4-8d box W/2"x 0.113")or 27 p )' bottom face nail at top and O la, 1 Built-up girders and beams,2-inch lumber 10d box(3"x 0.128" or RIDGE 3-8d common W/"x 0.131");or layers 3"x 0.131"nails 1 Blocking between ceiling joists or rafters to top plate z Toe nail staggered on opposite sides O O 3-1 Od box(3"x 0.128");or 3-3"x 0.131"nails And: O O 2-20d common(4"x 0.192")g or Face nail at ends and at each O O 4-8d box W/2"x 0.113");or 3-1 Od box IT'x 0.128");or splice O 2 Ceiling joists to top plate 3-8d common(21/"x 0.131");or j 3-3"x 0.131"nails z Per ois toe nail 3-10d box(3"x 0.128");or 3-3"x 0.131"nails 4-16d box W/2'x 0 135");ow 28 Ledger strip supporting joists or rafters 3-16d common(31/2'x 0 16:2");or At each joist or rafter,face 4-1 Od box(3"x 0.128");or 4-10d box(3"x 0.128");or nail 3 R802.5.2 annot attached5.parallel rafter,laps over partitions(see5ection 3-16d common(31/2"x 0.162");or ROOF RAFTER Face nail 4-3"x 0.131"nails R802.5.2 and Table R802.5.2) 4.3"x 0.131"nails 2-10d box('3"x 0.128"),or 2-8d common Ceihngjoist attached to parallel rafter(heel joint)(seeSection R802.5.2 and 29 Bridging or blocking tojoist (21/2"x 0 131";or 2-3"x 0.131")nails Each end,toe Wait 4 Table R802.5.2) Table R802.5.2 Face nail SPACING OF FASTENERS Collar tie to rafter,face nail or f/"x 20 a.ridge strap to 4-10d box m x(3"x 1;or a g P DESCRIPTION NUMBER AND 5 3-10d common(3"x 0.148");or Face nail each rafter REM Intermediate raker 4-3"x0.131"nails OF BUILDING ELEMENTS TYPE OF FASTENER`-b•` Edges O RAFTER-TO-RAFTER CONNECTION TYP. ® EACH RAFTER (inches)h supports"e 3-16d box nails(3112"x 0.135");or 2 toe nails on one side and I (inches) MODEL 'CS20' BY SIMPSON STRONG TIES 3-1 Od common nails 3"x 0.148" or toe nail 6 Rafter or roof truss to plate ( r Wood structural panels,subfloor,roof and Interior wall sheathing to framing arnd particleboard wall sheathing to framing 4-10d box(3"x 0.128");or on opposite side of each [see Table R602.3(3)for wood structural panel exterior wall sheeathing to wall/ram/ng] 4-3"x 0.131"nails rafter or truss) 6d common(2"x 0.113'1 naiil(subfloor,walf7 4-16d(31/2"x0.135");or 30 3/a"-1/2" Sd common(21/2"x0.131")mail(roon;or RSRS-01(2/e"x 0.113")nail 6 12f CONTINUOUS RIDGE VENT COBRA RIDGE COVER W/ ROOF 3-10d common(3"x 0.148");or Toenail (roots VENT OR EQUAL INSTALL AS PER SHINGLE RIDGE CAP 4-10d 0.1 1"nails 8");or MANUF'S INSTRUCTIONS 4-3"x 0.131"nails 7 Roof rafters to ridge,valley or hip rafters or roof rafter 31 19/32^-1" Ed common nail(21/2"x 0.131"y or RSRS-01;(23/e"x 0.113")nail(roof) 6 12f to minimum 2"ridge beam , 3-16d box 3/2"x 0.135");or RAFTER TIES t t t 10d common(3"x0.148")n�ail;or LTWGT ARCHITECTURAL 2-16d common(3/2"x 0.162");or End nail 32 1/s"-1/4" 1 6 12 @ 16' O.C. 3-10dbox(3"x0.128");or Ed(2/2"x0.131")deformed nail MODEL 'CS20' SHINGLES SHINGLES OVER 3-3"x 0.131"nails # 15 ROOFING FELT OVER Other wall sheathings 1/2" THK (CDX.) Wall PLYWOOD 33 1/i"structural cellulosic fiberboard tYZ'gatvanized roofing naiU.z/,6"head diameter,or11/4"long 16ga. 3 6 1" MIN. AIR SPACE 16d common(31/2'x 0.162") 24"o.c.face nail sheathing staple with 2/16"or 1"crowrn 8 Stud to stud(not atbraced wall panels) 10d box 0"x 0.128");or zs/32"structural cellulosic 13/4"galvanized roofing nailj,zl,6"head diameter,or 11/2 long 16 ga. 16"o.c.face nail 34 3 6 3"x 0 131"nails fiberboard sheathing staple with r/,6"or 1'crowrn 16c1 box(3/2"x 0.135");or t RIDGE BOARD OR 12"o.c.face nab 35 1/ sum sheathin 1/2"galvanized roofing nailj;staple galvanized, 7 7 ROOF RAFTERS BEAM SEE PLANS 9 Stud to stud and abutting studs at intersecting wall comers 3"x 0.131"nails z 8YP gs 11/2"long;11/4"screws,Typte W or S (SEE PLANS FOR ( ) (at braced wall panels) 16d common(31/2 x 0.162") 16"o.c.face nail a SIZE & SPACING) 36 s/e'gypsum sheathings 1/4"galvanized roofing nail';staple galvanized, 7 7 , is/a"long;1 s/ (e W or S INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF 8"screws,Typ 16d common(3/2'x 0.162") 16"o.c.each edge face nail 10 Built-up header(2"to 2"headerwith l/2"spacer) 16d box(3/2"x 0.135") 12"o.c.each edge face nail Wood structural panels,combination subfloorunderlay/menttoframing AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 6d deformed(2"x 0.120")mail;or O TYP. RIDGE VENT DETAIL 5-8d box(21/2"x 0 113");or 37 3/q"and less 8d common(21/{x 0.131")maB 6 12 11 Continuous header to stud 4-8d common(21/2"x 0.131"k or Toe nail 4-1 Od box IT'x 0.128") 8d common(21/ 0.131")mail;or 38 z/8"-1" z"x 6 12 16d common(31/2"x 0.162") 16"o.c.face nail Bid deformed(21/2"x 0.120"))nail 1 Od box(3"x 0.128");or 39 11/"-1t/" 10d common(3"x 0.148")mail;or 6 12 ROOF RAFTERS 12 Top plate to top plate 3"x 0.131"nails 12"o.c.face nail s 4 8d deformed(21/2"x 0.120"))nail RAFTER CONNECTOR 8-16d common(31/z"x0.162")or Face nail on each side ofend MIN (14) 10-D NAILS 12-16d box(31/2'x 0.135');or joint 13 Double top plate splice (minimum 24"lap splice ROOF RAFTERS 2X4 OR 2X6 LL STUD 5/8" GYPSUM BOARD DBL. TOP PLATE 12-1 Od box(3"x 0.128");or length each 12-3"x0.131"nails side of end joint) RAFTER CONNECTOR 2X4 OR 2X6 WALL STUD 16d common Oita"x 0.162") 16"o.c.face nail @ 16" O.C. SIMPSON CS-16 - CUT AT 2 SIDING 14 Bottom plate to joist,rim joist,band joist or DBL. TOP PLATE NOAILSD AT EVERY GALVANIZE blocking(not at braced wall panels) 16d box(31/2"xo.135");or c - FELT OR HOUSEWRAP 3"x 0.131"nails TUD t2^o.c.face nail o ALL JOINTS TO BE MIN (14) 10-D NAILS FLOOR JOIST Simpson LTP5 SIMPSON 16" O.C.. TAPED & SEALED 3-16d box W/2"x 0.135");or 3 each 16"o.c.face nail LTPS 2X6 COA SILL PLATE Bottom plate to joist,rim joist,band joist or 16"O.C. 15 2-16d common(31/2"x 0.162");or 2 each 16"o.c.face nail 5/8" X 14" ANCHOR BOLTS EVERY 3' O.C., 5 8" CDX PLYWOOD blocking(at braced wall pane!) 16"o.c.face nail NO MORE THAN 1' FROM ANY CORNER pane!) 4 each 4-3"x0.131"nails END OF 2X6 ACQ SILL PLATE - USE 3" SQUARE SHEATHING BEARING PLATE UNDER NUT o FLASH AND BATT INSULATIO 4-8d box(21/2"xo.t t3");or o FOUNDATION FOUNDATION 2" CLOSED CELL SPRAY FOAM 3-16d box W/2"x 0.135");or 4-Bd common(21/2"x0.131");or Toenail RECOMMENDED - PLACE SHEATHLTP4 AND I R-15 FIBERGLASS INSULATION 4-IOdbox(3"xO.128");or where studs dont �- 16 Top or bottom plate to stud 43"x0.137"nails align w/ rafters ONE OF THE LINKS IN THE CRITICAL LOAD PATH 2% 6" STUDS @ 16"0-C. 3-16d box(31/2"x0.135");or RAFTER TiE DETAILS TYP. 0 EACH RAFTER FOUNDATION WITH FLOOR JOISTS- WALL STUDS TO ACQ SILL PLATE O TYPICAL EXTERIOR WALL CONSTRUCTION © RAFTER 11E DETAILS TYP. @ EACH RAFTER 2-16d common(31/2'x 0.162");or End nail 3-1 Od box(3"x 0.128");or MODEL 'LTS' BY SIMPSON STRONG TIES MODEL 'MTS30' BY SIMPSON STRONG TiES 3-3"x 0.131"nails 3-10dbox(3"xo.128");or "SIMPSON" HDQ8 2-16d COMMON 17 Top plates,laps at corners and intersections 2-16d common(31/2'x0.162");or Face nail "SIMPSON" PHD NAILS @ 6" O.C. 3-3"x0.131"nails Use every other nail hole FOR FULL LENGTH PLATES in a row to provide the 12" OF STUD 3-8d box(21/2"x 0.113'1;or code-required minimum END 18 1"brace to each stud and plate 2-8d common(21/2"x 0.131");or Face nail center-to-center LENGTH 2-10d box(3"x 0.128"Y,or spacing for nails 2 staples 13/4" MIN (14) 10-D NAILS EA. I BLOCKING @ ENDWALL 3-8d box(21/2"x 0.113");or WALL STUD _ I A 2-8d common(21/2"x 0.131");or 36CUT2" 19 1"x 6"sheathing to each bearing Face nail 2-10d box(3"x 0.128");or BASE PLATE LENGTH 2 staples,1"crown,16 ga.,1314"long CL AR SPAN 3-8d box(21/2"x 0.113");or GALV. MEATL STRAP B D 3-8d common(21/2"x 0.131");or @ 16" O.C. 3-1 Od box IT'x 0.128");or MODEL CS20' HEADER 12" E C 3 staples,1"crown,16 ga.,13/a long RIM JOIST 20 1"x8"and wider sheathing to each bearing Face nail "SIMPSON" HDQ8 Wider than 1"x 8" DBL TOP PLATE 12" -L I 4-8d box(21/2"x 0.1 l3");or END "SIMPSON" PHD LENGTH F 3-8d common(21/z"x0.131");or WALL STUD Provide minimum 1" NOTE, 3-10dbox(3"x0.128");or end distance 9N 1. SHEATHING AS PART OF SHEARWALL SEGMENT(SI�.S), MIN (14) 10-D NAILS 4 staples,1"crown,16 ga.,13/4"long WHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FROM Equal number of SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. 8dfi Floor specied nails COMMON NAILS ®6"o.c. EDGE & FIELD in each end 2. HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF JACK STUD STRUCTURE UNLESS OTHERWISE NOTED. H4 WITH (4) 8d TO 4-8d box W/2"x 0.113");or 3. SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) & CONNECT STUD TO PLATE 3-8d common 0,131");or STUD TO STUD PLATE TO RIM DETAIL (HOLDOWN & CONN). 21 joist to sill,top plate or girder z Toenail JOIST TO TOP PLATE TO STUD CONNECTION @ 16" O.C. 3-1 Od box(3"x0.128");or 7 GALV. METAL TIE DOWN W/ IN 32" OF EACH CORNER OF 3-3"x 0.131"nails MODEL 'BP' BY SIMPSON STRONG TiES ® GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE O STRUCTURE NAILING & STRAPPING @ EXTERIOR Ed box W/2"x 0.113") 4'o.c.toe nail MODEL 'HDQ8/ PHD6' BY SIMPSON STRONG TIES MODEL 'HTT22' BY SIMPSON STRONG TIES WINDOW/ DOOR HEADER 22 Rim joist,ba od joist or blocking to sill or top plate(roof applications also) Ed common(21/2"x 0.131");or 10d box(3"x 0.128");o31 or 6"o.c.toe nail 3"x 0.131"nails 3-8d box(21/2"x 0.113");or 23 i"x 6"subfloor or less to each joist 2-8d common(21/2"x 0.131");or Face nail 3.10d box D"x 0.128");or 2 staples,1"crown,16 ga.,13/4"long Floor SEAL ✓ r �} f ARCHITECT PROJECT DRAWING TITLE SCALE 78-26-2024 NA JEFFREY SANDS 3-76d box(31/2"x 0.135");or \� V/' i't' H U D G E N S DRAWING NUMBER 24 2"subfloorto joist orgirder Blind and face nail z, .n `� ARCHITECT FASTENER 2-16d common(31/2"x 0.162") - t..l .- l_' 3-16d box(31lz"x 0.135");or �==� J.` 6 EVERGREEN LANE RESIDENCE SCHEDULES 25 2"planks(plank&beam-floor&roof) At each bearing face nail ! '� S 2-16d common(31/2"x 0.162") I ,, J}. � EAST QUOGUE, NY 11942 AND 3-16d common(31/z"x0.162") ` f' "� ..� PHONE 631.375.5997 8555 MAIN BAYVIEW 4.10 box(3"x 0.128"),or 26 Band or rim joist to joist 43"x0.131"nails;or End nail ,� r ' FAX 631.576.8916 A002 ? � EMAIL:JEFF@JSA-NY.COM SOUTH OLD DIAGRAMS 4-3"x 14 ga.staples,7/16"crown \`,,7 NEW YORK A I i FEN, S82°19'10 \ 1,0'N Lot 10 0 o N F 0'E X�9�6 8 WIRE FENCE F ` EN, 1,4'N d FEN, 2b �� M 0 5 N�1`� WALL ; 3,8'N FEN. 8 i1 ` 1,6'N �`MASENRVA ETAININ WALL 1,0'N 268,71 SN, 2,5'N ``.WIRE FENCE N M❑N,FND, 33g3 0,5'N, 0,2,W OBI -32----- q: STAI E"SET 98,8�, i STAKESET PROPOSED HIGH 37- STAKE;' , FRAME GARAGE W04 WALL SET/ STAKE r� SET ,, STAKE I ; ,� C❑V FOR �o• `�` pool F� �� -25 v \ J STF KE SET �4vv BU ED P., 710 B�`� equip, PO O2 ;� i QO,�v�g TANK O ❑T TU13.` \\�`� ;' M❑N,FND, 44, �O�,T r STAKE manhole cover MAS❑NR\°\ 2 r Q C> ti i SET PATI❑ V LP �� fireplace Zp /93SET MASONRY j'L � yfC Q ; �NCRft ET �Q��'��`,�S 2 ��� PATI❑ �'9� Cps S+ 6�S \ Q �` sr So caFA00 \� 8,9xiL6 ; �%��� `, O j4p d OLc'p 12'-18'``HIGH x METAL CAR PORT ' \\ \\ STAKE_, ti 1 � 'p0 f ��OcO� MASONI�Y J (TO BE REMOVED)`, .�\ �\ SET S`j Q O� WALLS (3) A. C, 18Aa �s UNITS ��? s `)� +18.78 3,9x5,0 \` OUTDOOR �,8x3 8 ` �� t5 +18.45 SHOWER C CICKPEN -22 I GRAVEL 9,7x35.8 WOOD � ----Dh?IY/ WAY \`� DECK `� 8.2x10,1 WOOD ' ; f ^ 6 WFRE DECK AT GRADE FENCV 10,2x12.2 FRAME SHED B4Oxl2, I, WOOD DE(� '.� AT GRADE j __ 6e�-24' HIGH GENERATOR STn3 E WALL r f � �� J� �\ � ELECTRIC11 ° METER t, 118 - It 7,7x14.0 'i It �, �\ `GREEN HOUSE UTILITY It POLE GREEN HOUSE 6' IRE . 1,3'W PEACE I / 4' WIRE `G FENCE i r r q / � i r i O PIPE FND, / r � 15,6r 20,6 ------- 1 i FRAMT+ BARN �2g� 06� UTILITY /V jr SEAL f �. r `f'. ARCHITECT PROJECT DRAWING TITLE sclief II —3O-O 8ATE _ I JEFFREY SANDS HUDGENS UTILITY OF � ; ^ ' 'r /. . � i� DRAWING NUMBER POLE i> pq�F N64° ,% ,,�ti !Y ° ARCHITECT ITEPLA N RESIDENCE 6 EVERGREEN LANE ''^ 4/ l , -E EAST QUOGUE, NY 11942 9� ;� f PHONE631.375.5997 8555 MAIN BAYVIEW JJ sx \Go r.= FAX 631.576.8916 REB. FND, EMAIL:JEFF JSA-NY.COM SOUTHOLD 01 f=_t-'..- NEW YORK A J i 1 3 1 3 A300/ OAA300 A200 SW x 8'H SOLID INSWING DOOR, COLOR: BLACK Na00 q I 1 vQ ATTIC PULL DOWN TAIR SIZE TBD w v I j o I I of I I I i I - 14 LVL RIDGE 2 L--Y vi 4 2 I ( I 4 A200 JV i=' N A200 A200 I A200 Of � is �I j �j C o I bi of c c� I o I r---------------------------- ----------� I I I Q: I I I I C4 I! I 20V x 8'H OVERHEAD SOLID DOOR, COLOR: BLACK . _ _ — — — — — — L— — — -- --It-- --III— --•.--i --I — --L.— -- —�� — —J 5-1/2"x14" PB HEADER, DROPPED 12'-6" 12'-6" 25'-0" FLOOR PLAN 1 ROOF PLAN 1 A200 yAIOO A200 I .• I . _ •.1... J• i3 it ' I Ir------- -z ----------------------------------- � I I I , I '• I I I I I I I . I I I I 2 I 4" P.C. SLAB WITH 6X6 W 2.0 X 2.0 W.W.M, I I a 4 oo I I N 4 MIL VAPOR BARRIER OVER COMPACTED SAND. I A200 i I N CUT EXPANSION JOINTS IN SLAB AS NECESSARY I A200i I I - I I 8' I 23'-8" I I I I I I I I I �; I I •; I I •, I I ::� I I I I I I a I I I I I L------ --------------------------------------I PROJECT DRAWING TITLE ,t• -••„ SEAL O � ARCHITECT DATE L ———————————————————————————————————-' — —— SCA C` ---- - ----- J �" +� JEFFREY SANDS 1 4"-1'-V 8-26-2024 n n Y', ^' ,''^ DRAWING NUMBER 2'-3" 20'-6 2-3 ` ; . "r�`�� ARCHITECT H U D G E N S GARAGE - ;- r ' 6 EVERGREEN LANE RESIDENCE 1 ,A i A, EAST QUOGUE, NY 11942 PLAN S '� PH0NE631.375.5997 8555 MAIN BAYVIEW FOUNDATION PLAN A200 �r;� � ; ` : ,10, FAJEFF@76.-NY SOUTHOLD A100 � e -.�;. I � EMAIL:JEFF@JSA-NY.COM NEW YORK A I i METAL ROOF CONSTRUCTION METAL ROOF CONSTRUCTION -SNAPP BATTON STANDING SEAM -SNAPP BATTON STANDING SEAM ALUMINUM ROOF, COLOR TBD it ALUMINUM ROOF, COLOR TBD -HIGH HEAT ICE AND WATER �j i I' �, -HIGH HEAT ICE AND WATER -5/8" ZIP SYSTEM SHEATHING -5/8" ZIP SYSTEM SHEATHING -2X10 ROOF RAFTERS 16' O.C. TYP. -2X10 ROOF RAFTERS 16' O.C. TYP. 12 �I 9v I; 1 _I I! Q -- 1 i_ i _ __ o IOf d c� I, l o a T1 _ o _ 1 _ . 1 z I - z - C) m - 1 1 \ m Ll \ w - o \ o TYPICAL SIDEWALL CONSTRUCTION TYPICAL SIDEWALL CONSTRUCTION -18" WESTERN RED CEDAR, R&R TYP. (NATURAL) -18" WESTERN RED CEDAR, R&R TYP. (NATURAL) -TYPAR HOUSE WRAP - - -TYPAR HOUSE WRAP -5/8" ZIP SYSTEM SHEATHING -5/8" ZIP SYSTEM SHEATHING -2X6 STUD WALL 16" O.C. TYP. T _. . . -2X6 STUD WALL 16" O.C. TYP. ���� 20'W x 8'H OVERHEAD SOLID DOOR, COLOR: BLACK METAL ROOF C(LVIIT'TI9VATI❑N LEVATI❑N -SNAPP BATTON_STANDING°SEAM iia=i-o=i-o ALUMINUM ROOF, COLOR TBD -HIGH HEAT ICE AND WATER �1 14" LVL RIDGE -5/8' ZIP SYSTEM SHEATHING - 1 -2X10 ROOF RAFTERS 16' O.C. TYP. 12 I_ 912 METAL ROOF CONSTRUCTION -SNAPP BATTON STANDING SEAM ROOF, COLOR TBD 12 -HIGH HEAT ICE AND WATER g v I., -5/8" ZIP SYSTEM SHEATHING - - -2X10 ROOF RAFTERS 16' O.C. TYP, L +j �C � 0 w w 1 c Q Ill T I` I LLJ COLLAR TIES: 14" TJI 360 SERIES ® 16" OC CD L m N ¢ 5-1/2"x14" PB HEADER, DROPPED L�j - o FRI CD `� cn CD _ < = o U) cwa I TYPICAL SIDEWALL CONSTRUCTION - I - J_ O° o Of -18" WESTERN RED CEDAR, R&R TYP. (NATURAL) o m -TYPAR HOUSE WRAP - -5/8" ZIP SYSTEM SHEATHING 4 L - L TYPICAL SIDEWALL CONSTRUCTION ; = 4" P.C. SLAB WITH 6X6 W 2.0 X 2.0 W.W.M, -2X6 STUD WALL 16" O.C. TYP. - _ - _ -ffd- -18" WESIERN RED CEDAR, R&R TYP. (NATURAL) Q 4 MIL VAPOR BARRIER OVER COMPACTED SAND. -TYPAR HOUSE WRAP � CUT EXPANSION JOINTS IN SLAB AS NECESSARY -5/8" ZIP SYSTEM SHEATHING -2X6 STUD WALL 16' O.C. TYP. PITCH 1/8":12" 2 ELEVATI❑N METAL ROOF CONSTRUCTION -o -SNAPP BATTON STANDING SEAM :-!.< ALUMINUM ROOF, COLOR TBD II II r NEW FOUNDATION WALL: 8" ...:;. ------�CK P-QURED-CO CRETE------------------------- -HIGH HEAT ICE AND WATER I � 'I � �, -5/8 ZIP SYSTEM SHEATHING (! ------ WALL WITH #4 REBAR AT TOP 2X10 ROOF RAFTERS 16 O.C. TYP. 11 ___-__ 0 j I I r 22'-8" 8° 24'-0" II � 20X12 PC FOOTINGS KEYED TO FOUNDATION WALL. w jl < (4)#5 BARS CONTINUOUS IN BOTTOM (Y CLEAR) 11 -I I?1!- 1 _ _ L I_ 11 ui cn - - - IT - - 0 SEAL -'`i_(} �- ARCHITECT PROJECT SCAL DATE TYPICAL SIDEWALL CONSTRUCTION ,� �,' DRAWING TITLE 8-12-2024 c: JEFFREY SANDS „ — C, ? -18 WESTERN RED CEDAR, R&R TYP. (NATURAL) TN Z j L1-- - r - - ! - I _ < � H U D G E N S DRAWING NUMBER ` - r �, ARCHITECT ELEVATION"/ -TYPAR HOUSE WRAP t " -5/8" ZIP SYSTEM SHEATHING i - J - �! 6 EVERGREEN LANE RESIDENCE -2X6 STUD WALL 16" O.C. TYP. ,c- EAST QUOGUE, NY 11942 `' ,•'` _ PHONE631.375.5997 8555 MAIN BAYVIEW 00 �T� FAX 631.576.8916 SECTIONS EMAIL:JEFF@JSA-NY.COM S 0 U TH 0 LD 3 E4E oATI❑N NEW YORK