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HomeMy WebLinkAbout51340-Z r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERKS 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 t 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 littrc holdlownn ,P,a Date Received APPLICATION FOR BUILDING PERMIT D 2923 OVE�7 r ForOffice Use y 0 i e s Only r /34�PERMIT N0. Building lnspe�t""tsar—LL— S „ ,i p "f Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an TOWNMAP SO, O Owner's Authorization form(Page 2)shall be completed. Date:9-11-2024 OWNER(S)OF PROPERTY: SCTM#1000- a e. - - N m Thomas Hudgens, Christy Carter 78 09 48 Project Address:8555 Main Bayview 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:jeff@jsa-ny.com DESIGN PROFESSIONAL INFORMATION: Name:Jeffrey Sands Architect Mailing Address:6 Evergreen Lane, East Quogue, NY 11942 Phone#:631-375-5997 Email:jeff@jsa-ny.com CONTRACTOR INFORMATION: Name,. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION WNew ructu a ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Cath Z II✓Y $90,000 Will the loge re-graded? ❑Yes NNo Will excess fill be removed from premises? WYes ❑No 1 PROPERTY INFORMATION I Existing use of properly: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 19No IF YES, PROVIDE A COPY. ❑ Check Box After heading: The owner/contrador/design professional Is responsible for all drainage and storm water issues as provided by Chapter Z35 of the Town Code. APPUCATION IS HEREBY MikDE 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,afteratlons or for removal or demolition as herein desdibed.The applicant agroes to comply with all applicable laws,ordinances,building code, housing coma and regulations and to admit ap thortred Inspactors on premises and In bsrlldingisi for necessary,Inspections.False statements made herein are punishable as a Class A misdarnes nor pursuant to Section 210.45 of the Now York State f"enal Lays. J e a Application Submitted By(print name):Jeffrey y Sands BAuthorized Agent ❑Owner Signature of Applicant: Date: 9-10-2024 CONNIE U,BUNCH STATE OF NEW YORK notary Public,State of New York No.01 BU6185051 SS: ;2XI aualified Err Suffolk County � COUNTY OF Suffolk Commission 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,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 w n \ % V l lay of � `LAI A,-20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Thomas HudgenS residing at 8555 Main Bayview Road, Southold I, . do hereby authorize Jeffrey Sands to apply on my behalf to the Town of uthol 'Building Department for approval as described herein. tA I A A Owner's Signature Date Thomas Hudgens Print Owner's Name 2 Building IDe artment Application AUTHORIZATION (Where the Applicant is not the Owner) I, wlQ residing at d S J n V t ip (Print property owner's nave) (Mailing Address) L 01, I do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) l (Print Owner's 14a ) 4 j Sco tt A. Russell �SUF_ SUPERVISOR I�M[AA\N AEG 1EI\�I[�E1��C' u SOUTHOLDTOWNHALL-P.O.Box 1179 D Town of Southold 53095 Main Road-SOLrTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ipf ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) I NAME: Date: Contact Inform tea � .m [-Mail&'I elephnne Numheil Pro ert Address / Location of Construction Site: S.C.T.M. 1000 �.W__ Dl;trlct ...w. _.. .. .._ ....... _.._ — Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT mm Area of Disturbance is less than I Acre, No S.P.D.E.S; Permit is Rerjuired I ® - Project does Not Discharge to Waters of the State. No S P D E.S. Pet-nett is Rec Aired { - Area of Disturbance is Greater than I Acre & Storm-vvater Runoff Discharges Directly 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. lrea of Disturbance is Greater than 1 Acre & Storm-u�2t Rmioff Flows Through Southold Town's MS4 Systems to Waters of the State of Ne\,\ York. THE APPLICANT MUST OBTAIN a S.RD.E.S„ Permit throe h the Southold Town Enoineerio'i De rtment Prior to Issuance of a BuildjL Permit, !' Rey ievv ed By. Date: ��urrp -Tnc nrrr,1­ ?n i n MAP OF HIGHWOOD AT SAYVIEW-FILED MAP fyo, 5547-FILED 1 1/ Lor g � 30/1970 'MON. S82-19,10"L \ Lor 10 0.7'N,0.2 0.2E - RE4Y)Re FENCE FEN MON.F D iy FEN' 0.5'N� NL _ r 268.71 \RETAI N, 2p. WALL\ j' 7R€ tYCE G y #tali FN>?f, All 4&7 HIGH Q 8 � / I o° Ri#d[E4 L.PA 7.0t 0 � �� i i `TANK P� T'CU� \ 1 �- \ / MON.FND. `- d PA C 3 T \ O \\ \ \2\ B9x11 64'Li2,.,,varl HrH a < METAL CAR P€7R r, e � "''° JC(/ (TO BE REMOVED)3 1 \ - %� 0� WALLS \ - (3)A s7 \ UNffS OUTDOOR SHOWER 7C11KEN Coop GRAVEL `�-- ,7 /. -0RIVFWAY '\OOD DECK "NFRE 8 X10.1 O WOOD DECK Q' 1 O2x1 2,2 AT GRADE FRAME SHEDS _-8. 12. 1 WOOD" �( \ DCK GRADE STQ NEWALL \\ GENERATOR—__ ELECTRIC _ 9 1 \ \METER 0 7.7x 14.0 f I 3 GREEN `- I POLE \H\SE / S 6,V"PEE . (;R ousE v >� \ \ CE t I \ \ = c o 1 a \ \ A°WIRE „ FENCE N \ (N O/ o .48 V FRP.ME 117'#(.tTY m O 1 ^0 n v UTILITY POLE - v a f SFY 0 FNo. ' p J{^ar] ° 0 UTILRY POLE wE SURVEY OF PROPERTYco s U DESCRIBED PROPERTYoir N SITUATE E BAYVIEW, TOWN OF SOUTHOLD o SUFFOLK COUNTY, N.Y. TAX MAP NO.: 1000-078.00-09.00-048.000 H LOT AREA: 103.725.98 S.F.(2.381 ACRES) ELEVATIONS REFER TO NAVD88. � DATE SURVEYED:JULY B,2024 - 50 _0 SET STAKES:J ULY 19,2024 SCALE: 1 wcH= 5 O PEEP Feet E REVISED PROPOSED:SEPT. 1 2,2024 U rn c LEGAL NOIE.- T 1 COPYRIGHT202L PJC LiNDSURJEYING PLLC ALL RIGHT RESERVED m 2 UNAUIHOR%fD ALIEPATON—ADDITION'IOlHIS SURY£Y-BEARING ALICEN5ED LAND 5UR1/EYORS GEAL15 A VI OL NOFSE-204_ i SUBOIVISION2 OFN YORKSTATEEDUCATIONLAIV 3 3.ONLY BOUND,RY UfNEYMAPS'NRHIHESURVEVOP..EM3C55ED5E4 EfENUINETRUEA DCORFEC C" IESOFTHESURVEYDR50HGINAL\4 M AND OPIMON AJCLAND SURVEYING PLLC FORA CA ONS ONTHIS ROUNDARI SURVF MAPSIGMFY FO` S JBYT YORSTAElO AATTO M OMF?ROAF SS I P L AI DSURRDY.OW RCt FNW HHTEFI FC E�IIF(FICNT DXNI.SLIIMYCIUGDETCGFPEPRl Nc. FDRhOATh14EBOUNDLRVN—PPEPARi. ThETTLECOMPA TOTHEGORNMENTLAG F p AND TOlHE LENDING,INST1Tf110ULJ.SIID ON J THIS B I R VEYMAP + ECERTIFICATIONSHERE.N A NOTTWJSFRE .. . ULAND SURVEYING & PLANNING —EL OFUNJ W IFAN: a NFG—NO rvOR n CNCROAC iMENiL ANC NOTCO+TRCO RYn DSU� 153 WADING RIVER MANOR RD., MANORVILLE 1949 HE OFF E fOR DIMENSIONSI GH N—ON FROM THE�R2UCTURES TO TiE PROPERTY LINES ARE FOR A SPECIFIC PURPOSEAVD USE AND TI-IEREFO M.E NOTINTF.NI]FPT':)GUIDC T 1 ERECTION.FFENC-RfTAININ-1-LS.PC—PATIOS PI-ANTTNG ARRAS ADDRIONG TO RUILOI NCS AND ANY OIFIPRTYPF N FCONSTRUCRON O PHONE: 631-846-9973 NONLYS-� YSBFARINGTHEHANKSEAIEOSSEDS-/ SHOLILOBERELIEDUPONSINCEOTHFMlTh EhIB0SFEUSEALCOPIESMAYCONTAIN UNALfTr M-0AN'DUNDETECTABLEMODIFICATIONS.DELETIONS.AD­­ANDC—GES ' a PROPERTYCCRNERMONUMENTSW P.ENOTSETASPARTOFIHIS5UR\T UNLESSOTHEPWSENOTE EMAIL: INFO@AJCLANDSURVEYING.COM 10 ALLMEASUREMENTSH ERTOUS SURVCYFODT N / U af-W- ,l FRAMING NOTES BUILDING DESIGN NOTES 5 If 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE 1. ALL ASPECTS OF THE DESIGN AND CONSTRUCTION OF STRUCTURES SHALL CONFORM TO ALL LOCAL AND STATE CODES AND DRAWING LIST ALL FRAMING SHALL BE NAILED IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED 2 BETTER D NAILING SCHEDULE) WITH 2O20 RESIDENTIAL CONSTRICTION 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 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 T-O" A001 DATA SHEET/DRAWING LIST 3. ALL SUBFLOORING SHALL BE APA RATED STURD-I-FLOOR, EXPOSURE 1, T&G 3/4" THICKNESS BASEMENTS SHALL HAVE A MINIMJM 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 SPATE 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 SEE AT L GROUND NYS FLOOR RESIDENTIAL OPEININCOD FOR MORE SQUARE FEET AT ALL OTHER OPENINGS. MINIMUM OPENING WIDTH (20"), MINIMUM OPENING HEIGHT (24") A010 SITEPLAN 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 PROVIDED WITH HEATING CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FARANHEIT, 3 FEET ABOVE THE A200 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 HAVE AN 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 B_ 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 CONFCRMANCE SEE DRAWINGS FOR DIMENSIONAL SPECIFICATIONS AND USES WITH 2O20 ENERGY CONSERVATICN CONSTRUCTION CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE (SEE CHAPTER 11) THE FOLLOWING GLAZING AND INSULATION VALUES SHALL BE USED ALONG WITH THE ENERGY CONSERVATION CALCULATIONS 11. ALL PRE-ENINEERED LUMBER SHALL BE GEORGIA PACIFIC WI SERIES JOISTS (WOOD I-BEAMS), LVL PRODUCTS, AND ANTHONY POWERBEAM PRODUCTS 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" LVL'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 SOLAR PANEL LOAD 5 PSF OR IF A SPECIFICATION IS NOT PRESENT, CONTACT THE ARCHITECT OR REFER TO TABLE R502.5 OF THE IRC 2020 RESIDENTIAL CODE 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 R301.2.1.2 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" O.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 ® 16" O.C. PARALLEL AND IN LINE WITH THE ROOF RAFTERS THE ARCHITECT SHALL RE 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 12. ALL EXTERIOR FINISHES SHALL BE IN CONFORMANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 21. ALL FRAMING SHALL BE STRAPPED AS PER THE ATTACHED SCHEDULES WITH STRAPS MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION 13. ALL ROOF OVERHANGS SHALL RECIEVE ONE 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 NAILED DOWN 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 30 ® 3 _ 1 1. MASONRY CONSTRUCTION SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OF THE 2020 NYS IRC RESIDENTIAL CODE Q ACCORDANCE WITH THE PROVISIONS OF ACI 530/ASCE 5/TMS402 ,{ 2. ALL CONCRETE SHAL BE POURED IN AMBIENT TEMPERATURES OF 40 + DEGREE F. IF POURING IN COLDER WEATHER, THE CONCRETE MUST BE PROTECTED 22 FROM FREEZING FOR A PERIOR OF 14 DAYS (ADD MIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED) 1 1 I( 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 C O 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 SEE PLANS FOR ACTUAL FOUNDATION WALL THICKNESS AND FOOTING SIZES 5. ALL CONCRETE SHALL BE 3000PSI AT 28 DAYS O I 0 © 3 4' SO Q 4 CODE COMPLIANCE REFERENCES: 6. THE CONCRETE CONTRACTOR SHALL PROVIDE ANCHOR BOLTS, INSERTS, SLEEVES, ETC. AS REQUIRED BY OTHER TRADES. 1 4 2020 RESIDENTIAL CODE OF NEW YORK ' 2020 MECHANICAL CODE 0 F NEW YORK ANCHOR BOLTS SHALL BE SET PER 2020 RESIDENTIAL CODE OF NEW YORK STATE 4' 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 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 2020 IE C C NYS CODE BE SUPORTED ON PRECAST BRICKS OR APPROVED CHAIRS FIELD 8" 4C. 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" CC. 6" O.C. 3' O.C. 3" O.C. PANEL EDGES 6" O.C. 6" O.C. A D D I TI 0 N F L 0 0 D DESIGN LOADS PER ASCE 2 4-2 014 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) 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 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 WITH BD 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 WIND 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 SUGHT 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 SEAL a �-' -� ARCHITECT PROJECT DRAWING TITLE SCALE DATE 16, MASONRY OVER OPENINGS SHALL BE SUPPORTED BY STEEL LINTELS, REINFORCED CONCRETE OR MASONRY LINTELS, OR MASONRY ARCHES \ -r! `,Rr" ,, JEFFREY SANDS GENERAL DESIGNED TO ACCEPT LOAD IMPOSED ;�`5. �� NA 8-26-2024 �, ' t H U D G E N S DRAN7NG NUMBER ARCHITECT 17. THE BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF 36" BELOW FINISH GRADE � - ^� ,�'` t' <<� i NOTES 18. ALL CHIMNEYS AND FIREPLACES SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 10 OF THE 2020 NYS RESIDENTIAL CODE !CE , 6 EVERGREEN LANE RESIDENCE 4.- EAST QUOGUE, NY 11942 DRAWINGS - PHONE 631.375.5997 8555 MAIN BAYVIEW - _ LIST NAILING FAX 631.576.8916 A001 EMAIL:JEFF@JSA-NY.COM SOUTH OLD DIAGRAMS NEW YORK A :� TABLE R602.3(1) FASTENING SCHEDULE RAFTER TIES ® 16" O.C. NUMBERANDTYPE Nall each layer as follows:32" MODEL 'CS20' , ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION MIN (14) 10-D 2 OF FASTENER,.0.< O.C. 20d common(4"x 0.192");or at cop and bottom and NAILS Roof staggered, - f o � „ 4-8d box(2'/2"x 0.113")or Built-up girders and beams,2-inch lumber 10d box(3"x 0.128");or 24"o.c.face nail at top and RIDGE O 1 27 layers 3"x 0.131"nails bottom O 1 Blocking between ceilingjoists or rafters to top plate 3-8d common(2/2"x 0,131°);or Toe nail staggered on opposite sides O 3-1 Od box(3"x 0,128");or O 3-3"x 0.131"nails And: O O 2-20d common(4"x 0.192');or Face nail at ends and at each O O 4-8d box(2'/2"x 0.113');or 3-1 Od box(3"x 0.128");or splice O 3-8d common W/2"x 0.131');or 3-3"x 0.131"nails 2 Ceiling joists to top plate Per joist,toe nail 3-1 Od box(3"x 0.128");or 3-3"x 0.131"nails 4-16d box W/2'x 0.135");)r 28 Ledger strip supporting joists or rafters 3-16d common(3'/2'x 0.1 Q");or At each joist or rafter,face 4-1 Od box(3"x 0.128");or 4-1 Od box(3"x 0.128");or nail ROOF RAFTER 3 R802Ceil.5.2 anist not attached to parallel rafter,laps over partitions(seeSection 3-16d common(31/2"x 0.162");or Face nail 4-3"x 0.131"nails R802.5.2 and Table R802.5.2) 4-3"x 0.131"nails 2-10d tici x 0.128"),or 2-8d common Gelling joist attached to parallel rafter(heel joint)(see5ection R802.5.2 and 29 Bridging or blocking to Joist (2'/2"x).131";or 2-3"x 0.131")nails Each end,toe nail 4 Table R802.5.2 Face nab Table R802.5.2) SPACING OF FASTENERS 4-10d box(3"x 0.128");or Collar tie to rafter,face nail or 4/^x 20 a.ridge strap to 5 4 g P 3-1 Od common(3"x 0.148");or Face nail each rafter DESCRIPTION NUMBER AND rafter 4-3"x 0.131"nails ITEM OF BUILDING ELEMENTS T)PE OF FASTENER", Edges Intermediate a� O RAFTER-TO-RAFTER CONNECTION TYP. ® EACH RAFTER (inches)h supports`,. 3-16d box nails(3'/2"x 0.135");or 2 toe nails on one side and i I (inches) MODEL 'CS20' BY SIMPSON STRONG TIES 3-10d common nails(3"x 0.148");or toe nail Wood structural panels,subfloor,roof and interior wall sheathing to framin and particleboard wall sheathing to framing 6 Rafter or roof truss to plate 4-1 Od box 3"x 0.128");or on opposite side of each P g g P g g ( [see Table R6023(3)for wood structural panel exterior wa/lsreathing to wail/Jraming] 4-3"x 0.131"nails rafter or truss' 6d common(2"x 0.113")mil(subRoor,wall' 4-16d(3'/2"x0.135");or 3p ale'-1/2" 8d common W/2'x0.1311 nail(roof);or RSRS-01(23/8"x 0.113")nail 6 12f CONTINUOUS RIDGE VENT COBRA RIDGE COVER W/ ROOF 3-10d common(3"x 0.148");or Toenail (rood VENT OR EQUAL INSTALL AS PER SHINGLE RIDGE CAP 4-10dbox(3"x0.128");or MANUF'S INSTRUCTIONS 7 Roof rakers to ridge,valley or hip rafters or roof rafter 4-3'x 0.131"nails 31 19/32"-1' 8d common nail(2'/2"x 0.11');or RSRS-01;(23/e"x 0.113")Hall(roof 6 12' to minimum 2"ridge beam 3-16d box 31/2"x 0.135'1;or RAFTER TIES 1 10d common(3"x 0.148"))ail;or LTWGT ARCHITECTURAL 2-16d common(3/2"x0.162");or End nail 32 1/8"-1/4 Bd(2'/2'x0.131")defirmtd nail 6 12 ® 16" O.C. SHINGLES SHINGLES OVER 3-10d boz(3"x 0.128");or MODEL 'GS20' 3-3"x0.131"nails # 15 ROOFING FELT OVER Other wallsheathing6 1/2" THK (CDX.) Wall PLYWOOD 33 1/2"structural cellulosic fiberboard l'/2'galvanized roofing nal,r/16"head diameter,or 1'14 long 16 ga. 3 6 1" MIN. AIR SPACE 16d common(31/2'x 0.162") 24"o.c.face nail sheathing staple with 7/l6'or 1"croon 8 Stud to stud(not atbraced wall panels) 10d box(3"x 0.128");or 16"o.c.face nail 34 25/3{structural cellulosic 13/4"galvanized roofing nal,2g6"head diameter,or 1'/2"long 16 ga. 3 6 3"x 0.131"nails fiberboard sheathing staple with z/16"or 1"crow[ 16d box(3'/2"x 0.135");or 11/" alvanized roofing nal;staple galvanized, RIDGE BOARD OR 12"o.c.face nail 35 11 sum sheath! 2 g g p g 7 7 ROOF RAFTERS BEAM SEE PLANS 9 Stud a stud and abutting studs at intersecting wall comers 3"x 0.131"nails z BYP 1'/2"long;1'/4"screws,Type W or 5 (SEE PLANS FOR ( ) (at braced wall panels) 16d common(3'/2'x 0162") 16"ox,face nail SIZE & SPACING) 13/4"galvanized roofing Hal;staple galvanized, 36 s/8'gypsum sheathin 7 7 16d common(31/2'x0.i62") 16"o.c.each edge face nail is/e"long;is/e"screws,Type WorS INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF 10 Built-up header(2"tot"header with'/2"spacer) 16d box(31/2"x 0.135") 72"o.c.each edge face nail Wood structural panels,combination subfloorunderhymenttoframing AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 5-8d box(21/2"x 0.1 ITT or 37 3/4'and less 6d deformed(2"x0.120")iad 6 12;or O TYP. RIDGE VENT DETAIL 1 11 Continuous header to stud 4-8d common W/2"x 0.131");or Toe nail (2 8d common /2"x 0.1311 nail 4-10d box(3"x 0.128") a 38 z/"-1" 8d common(2'/2"x 0.1311 nail;or 6 12 16d common(3'/2"x 0.162") 16"o.c.face nail 8d deformed(21/2"x 0.12C)nail tOd common(3"x 0.148")tail;or ROOF RAFTERS tOd box(3"x 0.128");or 12"o.c.face nail 39 1'/e'-1'/4" 1 6 12 12 Top plate to top plate 3"x 0.131"nails 8d deformed(2/2"x 0.12C)nail RAFTER CONNECTOR 8-16d common(3'/Z x0.162");or Face nail on each side of end MIN (14) 10-D NAILS joint 13 Double top plate splice 12-16dbox(3/2"x0.135');or (minimum24"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"x 0.131"nails side of end joint) RAFTER CONNECTOR 2X4 OR 2X6 WALL STUD ® 16' O.C. 76d common(3/2"x 0.162") SIDING ' 16"o.c.face nail SIMPSON CS-16 - CUT AT 2 Bottom plate to joist,rim joist,band joist or ° DBL. TOP PLATE 20 8D - 2-1/2" GALVANIZED 14 NAILS - AT EVERY STUD blocking(not at braced wall panels) i6d box(31/2"x 0.135");or 12"o.c.face nail FELT OR HOUSEWRAP 3"x0.137"nails ° MIN (14) 10-D NAILS FLOOR JOIST Simpson Lo ALL JOINTS TO BE SIMPSON 16" TAPED & SEALED 3-16d box W/2"x 0.135");or 3 each 16"c.c.face nail LTPS 2X6 ACQ SILL PLATE Bottom plate to joist,rim joist,band joist or 16"O.C. 15 2-16d common(3'/2"x 0.162"),,or 2 each 16"o.c.face nail 5/8" X 14" ANCHOR BOLTS EVERY 3' O.C., 5/8" COX PLYWOOD blocking(at braced wall paneq 4each 16"o.c.face nail NO MORE THAN 1' FROM ANY CORNER OR SHEATHING 4-3"x 0.131"nails END OF 2X6 ACQ SILL PLATE - USE 3" SQUARE ° BEARING PLATE UNDER NUT 4-8d box W/2'x 0.1 ITT or o FOUNDATION FLASH AND BATT INSULATIO 3-16d box(3'/2"x 0.135");or FOUNDATION R'_SLOSBERGLASSD CELL SRECOMMENDED - PLACE NSULAFOAM 110 4-8d common(2'/2"x 0.131");or Toe nail STRAPPING OVER SHEATHING 4 AN 1 4-1 Od box(3"x 0.128");or where studs cont 16 Top or bottom plate to stud 4-3"x0.131"nails align W/ raftErs ONE OF THE LINKS IN THE CRITICAL LOAD PATH 2% 6" STUDS ® 16"O.C. 3-16d box(3'/2"x0.135");or RAFTER TIE DETAILS TYP. ® EACH RAFTER FOUNDATION WITH FLOOR JOISTS- WALL STUDS TO ACQ SILL PLATE TYPICAL EXTERIOR WALL CONSTRUCTION RAFTER TIE DETAILS TYP. ® EACH RAFTER 2-16d common(3'/2"x 0.162");or End nail 3-10d box(3"x 0.128");or MODEL 'LTS' BY SIMPSON STRONG TIES ® O O MODEL 'MTS30' BY SIMPSON STRONG TIES 3-3"x 0.131"nails 3 "SIMPSON" HDQ8 2-16d COMMON -10d box IT'x 0.128");or 17 Top plates,laps at corners and intersections 2-16d common(3'/2'x0.162"$or Face nail "SIMPSON" PHD NAILS 0 6" O.C. 3-3"x 0.131"nails Use every other nail holer <'o. FOR FULL LENGTH PLATES 3-Sd box(2'/^x 0.113'1;or in a row to provide the 72" OF STUD 2 code-required minimum END 2-8d common W/2^x 0.131");or center-to-center LENGTH 18 1"brace to each stud and plate Face nail spacing for nails ° 2-10d box(3"x 0.128");or P 9 2 staples 1 a/4" MIN (14) 10-D NAILS EA. I BLOCKING ENDWALL A 3-8d box(2'/2"x 0.113");or WALL STUD _ 2-8d common(2'/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,I"crown,16 ga.,13/4"long CL AR SPAN i 3-Sd box W/2'x 0.1131,or GALV. MEATL STRAP 1 D 3-8d common(2'/2•x 0.131'T or ® 16" O.C. 12" B E 3-10d box IT'x 0.128");or MODEL 'CS20' HEADER C 3 staples,i•'crown,16 ga.,1'/,"long RIM JOIST 20 1"x8"and wider sheathing to each bearing Face nail F "SIMPSON" HDQ8 Wider than 1"x8" DBL TOP PLATE 12" "SIMPSON" PHD 4-8d box(2'/2"x 0.113");or END LENGTH F 3-8d box 0.122112N ");or ^);or WALL STUD Provide endminimum d stance, 1 O H'EATHING AS PART OF SHEARWALL SEGMENT(SW.S), MIN (14) 10-D NAILS 3-10d box(3"x 0.128");or 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. 8d Floor specified nails COMMON NAILS 0 6"o.c. EDGE At 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(21/2"x 0.113");or 3. SEE CONSTRUCTION DETAIL (NAILING AND STRAPPING) & CONNECT STUD TO PLATE 3-8d common(2'/ );air STUD TO STUD PLATE TO RIM DETAIL (HOLDOWN & CONN). 21 joist to sill,top plate or girder z"x 0.731" Toenail JOIST TO TOP PLATE TO STUD CONNECTION ® 16" O.C. 3-10d box(3"x0.128");or 7 GALV. METAL TIE DOWN W/ IN 32" OF EACH CORNER OF 3-3"xO.131"nails MODEL 'BP' BY SIMPSON STRONG TIES GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE O STRUCTURE NAILING & STRAPPING @ EXTERIOR Bid box(21/2"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,band joist or blocking to sill or top plate(roof applications also) Bd common(21/2"x "J;or 10d box(3"x 0.128"););or or 6"o.c.toe nail 3"x 0.131"nails 3-8d box(2'/2'x 0.113"):or 23 1"x 6"subfioor or less to each joist 2-8d common(2'/2"x 0.131");or Face nail 3.10d box(3"x 0.128");or 2 staples,1"crown,16 ga.,t3/4"long ..-.... SEAL '• ARCHITECT PROJECT DAB I "w, DRAWING TITLE SCALE Floor JEFFREY SANDS NA 8-26-2024 ry s 't H U D G E N S DRAWING NUMBER }16d box mon"xx0.or FASTENER 24 2"5ubfioortO joist orgirder Blind and face nail s� ,� C(� ARCHITECT 2-76d common(3'/2"x 0.162") ;� �..)1 "� i-,1, / 6 EVERGREEN LANE 25 2"planks(plank&beam-floor&roof) 3-16d box moo x'12"x 0);or At each bearing,face nail i"~ 1 4' ` f{ RESIDENCE SCHEDULES 2-i6d common(3/2 x .16z") �. •,.,I '�' EAST QUOGUE, NY 11942 3-16d common(3'/2"x 0.162") _ PHONE631.375.5997 8555 MAIN BAYVIEW AND ,` - 4-10 box(3"x 0.128"),or `,L(a� ry~• FAX 631.576.8916 A002 26 Band or rim joist to joist 4.3"x 0.131"nails;or End nail ..\ l "�r p Y., .,{,.�;', � SOUTHOLD DIAGRAMS MS �J � ' EMAIL:JEFF@JSA-NY.COM 4-3"x 14 ga.staples,[/16"crown ` n - NEW YO R K A I Ivy. FEN, S82°191 ., 1.0'N 10 �' Lot 10 M❑N,FND, ` 0.7'N, 0.2'E X/9�6 8 WIRE FE\ E '�\ FEN, 1,VN 2b ? M❑N,FN��` WALL 3 8N, r , 0,5 N \ 1,6'N MASpNRI� N FEN, 268,71 WA�LTAININ WALL 1,0'N o 5N, 2.5, `I,,WIRE FENC N M❑N,FND, -1 E 33.8'5 0,5'N, 0121W STAi�'SET 48'8�� ; STAKE f It `� `� ; `� SETc'� ------ <c/ ' PROPOSED HIGH \` \� --- 3I; .STAKE; , FRAME GARAGE W04 WALL . `� �<v o �15� SET,,'* ', STAKE SET `.` ¢�G¢ C> It STAKE �16 ET C❑V OR �o• �+� pool �� q STF KE SET y4V BU ED P. 7.0 G.\ equip' rP ``. �~ ` TANK o ❑T TUg, ; �� �`` ; / M❑N,FND. 41. Q�O�Pti�, SSETE �`� manhole cover \`, MAS❑NRY`\ �4, _ Q� i' i �� '` --- C`�FOL `� fireplace ,`\PATI❑ O S T .� ET MASONRY -\STAKE pQ �ti� S 2�'�,P l c cF 1s ti Rf C \SET 4NC PA -24 I •� �� METAL CAR6P❑RT ', �� � qo X\ d�LF 12"MAS❑WYGH F-1, �c! +� �� STAKE- (TO BE REMOVED) ` I �\ SET - \s q O�cf� WALLS CO �1 \ UNITS +18.78 ' I OUTDOOR �,8x3,8 �+ It �� +18.45 SHOWER C ICKEN ' b1P GRAVEL 9,7x35,8 WOOD \ 1�RIJ�EWAY �`� DECK ' \� 8,2x10,1 WOOD > 6' WWE DECK AT GRADE i r 10,2x12.2 FENC FRAME SHED r r i 8,0x12, WOOD DECK A GRADE'`,go,_ i I I6`'-24' HIGH �`, i I ST1;3NE WALL GENERATOR ` ELECTRIC ° r METER o r 7.7 x 14.0 <v`� 'GREEN HOUSE , + '+ UTILITY POLE �' 3 1i2 �\ `w� h Q / q GREEN HOUSE ' 6'DIRE_ 1,3'W F C E �4b� r i i � i 4' WIRE it it i - �`� \�`, �\ FENCE Z A/ PIPE FND, 15,6 20,6 \ I = 1i4 FRAM BARN 129� �Q UTILITY I P❑ICE -4 r r + SEAL ARCHITECT PROJECT I c_ `• DRAWING TITLE SCA DATE �, :^ 1`fi=30'-0" 8-26-2024 JEFFREY SANDS UTILITY / �,., H U D G E N S SITEPLAN POLE �� N64° % I "ti Uj (`�� DRAMNG NUMBER v;= ,1 FMF o !a; -. ARCHITECT 6 EVERGREEN LANE RESIDENCE EAST QUOGIUE, NY 11942 '`Get, +' _ _ PHONE631.375.5997 8555 MAIN BAYVIEW .576.8916 RED, FND, rr. FAX 631 SOUTHOLD EMAIL:JEFF@JSA-NY.COM 0�= i l`r,` ,� NEW YORK A 1 3 1 3 A300 A200 A300 A200 r— — — -- — — -- --- -- — — -- — -- ,I --i — — }I- 3'W x 8'H SOLID INSWING DOOR, COLOR: BLACK o I I o w I I = o CL xa I I I 04 Q ATTIC PULL DOWN STAIR j SIZE TBD C.) I I i l I �I, C*4 I " 2 �_- __� �;; 0 4 2 I �; 14 LVL IDGE I 4 A200 N A200 A200 I p I A200 Of I o I r---------------------------- I I I I' cl:: I I I I I I X I I I II II I I I III I I � I III II 20 W x 8 H OVERHEAD SOLID DOOR, COLOR: BLACK I I N I I 5-1/2"x14" PB HEADER, DROPPED 12'-6" 12'-6" 25'-o" FLOOR PLAN ROOF PLAN 200 A200 1 A 3 ...............................A300 A200 ;n r................. . ——————————— ————— — ' I —z ——————————————————————————————————- I 00 I •': I I I I I I I I I I I I :� I I •.. I 4 2 j I " P.C. SLAB WITH 6X6 W 2.0 X 2.0 W.W.M, I i 4 I I00 1 4 MIL VAPOR BARRIER OVER COKIPACTED SAND, I j o A I CUT EXPANSION JOINTS IN SLAB AS NECESSARY11-100 I A?00 200 I I I I I I • I I - I I • I I � I L_------ --------------------------------------- I foo ,,,;•. . :�'I; I SEAL �_ "'•� ARCHITECT PROJECT DRAWING TITLE SCA DATE -------------------""_—_.� J C-Y, _. .f r/>f��>Nl' � - ` L-' l•!� JEFFREY SANDS011 8 26 2024 " T DRAWING NUMBER 20'-6 2-3" I I� y--. ARCHITECT H U D G E N ))) GARAGE 25'-0" « ,•;= `� 6 EVERGREEN LANE ,k EAST QUOGUE, NY 11942 RESIDENCE PLAN S A200 PHONE631.375.5997 8555 MAIN BAYVIEW FOUNDATION PLAN ` /` �'' FAX 6F@JS .8916 ����-. �� „��' EMAIL:JEFF@JSA-NY.COM SOUTHOLD A100 NEW YORK ` - - A METAL ROOF CONSTRUCTION METAL ROOF CONSTRUCTION -SNAPP BATTON STANDING SEAM -SNAPP BATTON STANDING SEAM ALUMINUM ROOF, COLOR TBD ! j ALUMINUM ROOF, COLOR TBD -HIGH HEAT ICE AND WATER i,; -HIGH HEAT ICE AND WATER -5/8" ZIP SYSTEM SHEATHING II j -5/8" ZIP SYSTEM SHEATHING -2X10 ROOF RAFTERS 16' O.C. TYP, -2X10 ROOF RAFTERS 16' O°C, TYP, 12 - �' 97 - - 11dY j o�LLJI �j `� 1 - ¢ 1 o1 1 - III F w z z ' w w 1-1 I o m - \ - - I III- \ Q LLI 1- \ 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) _I -TYPAR HOUSE WRAP -TYPAR HOUSE WRAP - - l -r - -5/8" ZIP SYSTEM SHEATHING -5/8" ZIP SYSTEM SHEATHING i -2X6 STUD WALL 16" O.C. TYP. -2X6 STUD WALL 16" O.C. TYP. - - I F I- i I . ._- i i 20'W x 8'H OVERHEAD SOLID ODOR, COLOR: BLACK METAL ROOF C NS I^Tllti..' ''ATI❑N 4 ELEVATI❑N -SNAPP BATT0IT STA DING°SEAM ALUMINUM ROOF, COLOR TBD -- -HIGH HEAT ICE AND WATER 14" LVL RIDGE -5/8" ZIP SYSTEM SHEATHING �r -2X10 ROOF RAFTERS 16' O.C, TYP, 12 �- 9 METAL ROOF CONSTRUCTION -SNAPP BATTON STANDING SEAM ALUMINUM ROOF, COLOR TBD 12 -HIGH HEAT ICE AND WATER 9 v 6 -5/8" ZIP SYSTEM SHEATHING -2X10 ROOF RAFTERS 16' O.C. TYP, ��' ®�6. < 1� OC O W W S Z in o COLLAR TIES: 14" TJI 360 SERIES ® 16" OC _41-1 I 1-T -l' I - `< 5-1/2"x14" PB FFT - HEADER, DROPPED 0 - - - CD � m I - - - _ -1 -L ,� I 1 Q, � I O _ om o o cJi W TYPICAL SIDEWALL CONSTRUCTION J - - -1T I_ _. - -1 _� co 1:1Lj -18" WESTERN RED CEDAR, R&R TYP. (NATURAL) o m -TYPAR HOUSE WRAP _ o ¢ = -5/8" ZIP SYSTEM SHEATHING i - ! r > TYPICAL SIDEWALL CONSTRUCTION ; 4" P.C. SLAB WITH 6X6 W 2.0 X 2.0 W.W.M, 1 1 _u -18" WESTERN RED CEDAR, R&R TYP. NATURAL Ij 4 MIL VAPOR BARRIER OVER COMPACTED SAND. -2X6 STUD WALL 16" O.C. TYP. (NATURAL) -TYPAR HOUSE WRAP CUT EXPANSION JOINTS IN SLAB AS NECESSARY -5/8" ZIP SYSTEM SHEATHING � PITCH 1/8":12" ELEVATI❑N -2X6 STUD WALL 16" O.C. TYP. 2 — — .. METAL ROOF CONSTRUCTION tia"=r-o' -SNAPP BATTON STANDING SEAM ALUMINUM ROOF, COLOR TBD �' I'' ` o y " _ i - NEW FOUNDATION WALL: 8 -51 8 ZIP SYSTEM SHEATHING }'/ " i I' '. ! I �}iLCK�QU.RE�C4NCEIE------------------------- -2X10 ROOF RAFTERS 16' O.C. TYP. WALL WITH #4 REBAR AT TOP �! ------ ------------------------------- ,. " I: 8" 22'-8° 8„ 24'-0„ 20X12 PC FOOTINGS KEYED TO FOUNDA1ON WALL. �I Of (4)#5 BARS CONTINUOUS IN BOTTOM (3" CLEAR) z 17 7 - Lj - o m I ca 1 CD _ _-F J L IT - - 1. 0 SEAL ��. ``� ARCHITECT PROJECT DRAWING TITLE SCALfi4=l'-0" s-12-2024 DATE TYPICAL SIDEWALL CONSTRUCTION ^;ti c�=°= �� JEFFREY SANDS -18" WESTERN RED CEDAR, R&R TYP. (NATURAL) H U D G E N S DRAWING NUMBER ELEVATION / -TYPAR HOUSE WRAP �., R HITECT -5/8" ZIP SYSTEM SHEATHING i-I -- - i !t, s` RESIDENCE 6 EVERGREEN LANE —2X6 STUD WALL 16 O.C. TYP. EA PHONE 631 3,75.5997942 8555 MAIN V M BAY VIEW SECTIONS20 \tI C FAX 631.576.8916 ELEVATION ` ,.,J•,`.w C �' �,� EMAIL:JEFF@JSA-NY.COM SOUTHOLD 3 0 NEW YORK