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HomeMy WebLinkAbout52063-Z pf SOUK,°!o Town of Southold * * P.O. Box 1179 AC 53095 Main Rd COUN7Y Southold, New York 11971 ? CERTIFICATE OF OCCUPANCY No: 46470 Date: 09/05/2025 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 25335 Route 25 Orient, NY 11957 Sec/Block/Lot: 18.-3-13 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/06/2025 Pursuant to which Building Permit No. 52063 and dated: 07/03/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "As built" covered rear porch to existing single-family dwelling as applied for. *No electric within porch area. The certificate is issued to: Zane Sellis Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: AutLrizedu ignature �o4*' OfSaUryolo , 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#: 52063 Date: 07/03/2025 Permission is hereby granted to: Zane Sellis 10 Fern Dr Jericho, NY 11753 To: Legalize "as built"roofed over rear porch as applied for. May require additional certification. Premises Located at: 25335 Route 25, Orient, NY 11957 SCTM# 18.-3-13 Pursuant to application dated 06/06/2025 and approved by the Building Inspector. To expire on 07/03/2027. Contractors: Required Inspections: Fees: As Built Addition/Alteration $1,038.00 CO Single Family Dwelling-Addition/Alteration $100.00 Total S1,138.00 ----�J �jl- Building Inspector oe souryO� TOWN OF SOUTHOLD BUILDING DEPT. 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: `-oL� ��• DATE INSPECTOR OE SOUlyO� # . * TOWN OF SOUTHOLD BUILDING DEPT. °yCIO� ,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL �dA?Zlk- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) `- [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C.ULs - � O-- a o• DATE _ INSPECTOR a archstreet Date: 6/3/2025 To: Mr. Michael J.Verity Town of Southold Building Department 54375 Route 25 Southold, NY 11971 Re: 25335 Main Road, Orient, NY 11957 Dear Mr. Verity The footing and foundation were,installed per the plans dated.6/1/2025. The footing meets New York State Residential Building code 2020. 10"foundation wall on a 20"x12"footing with.(2 )#5 rebars in the.footing.to overall depth of 48"at the bottom of the footing: If you need any other information,.please do not hesitate to call me. /Sinc , . EKED A SNicocti,� J S NI LAZZI, R.A. artner 1550 Deer Park Ave. Deer Park NY 11729 Phone: (646) 438-3313 o��pF SO(/l�,®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 1 1971-0959 �0 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Zane Sellis 10 Fern Drive Jericho, New York 11753 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 25335 Route 25, Orient, New York TAX MAP NUMBER: 1000-18.-3-13 Pursuant to Section § 144-8 A(1)of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction without first obtaining a Building Permit. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When a Building Permit has been issued. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: 5/21/2025 wanw:— Nancy M tpe Building c r IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) \lr It ------------------------------------ FOUNDATION (2ND) V� I ROUGH FRAMING & PLUMBING ------- ---- . .. - -------------.-. . -------------------------------- .-_.. .__..----------------- � W ---- - -.......... . - - - - -------.. r INSULATION PER N. Y. -.._....----_.. . -----..----- STATE ENERGY CODE --- -- ---- -._. . ...... _ .._ .... .------ - ------ ----.._... -- ..... _a,y Co✓e�e v ,e5i a�' ash L LS• a-o._. FINAL ew _sue .._ - -oc, or/av� ADDITIONAL COMMENTS "'id .___ -7 J z. �' ------ --- --- - - - --- ----- d �l F � 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 h!Ltps://,,N7NNT\,v.soutbol.dtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only `A Y 1J t� ((��1. 3 PERMIT NO. �V� Building Inspector: JX JUN — 6 2025 Applications and forms rrtUsVbe filled o,' t ifs Aheir entirety.Inc rtiplef 2 app.lications will nit be 4cceptedW40fethe AppS not the ane Building Demartmen#1 c rt A Town Of Southold droner s ut har>za �on form(Page 21 shell be completed'. ; , Date:05/30/2025 aWNEIR�S QlF P`RQPERtY� F..y . } ,' .,`.: R Name Zane Sellis SCTM#100o- j Project Address:25335 Main Road Orient NY 11957 Phone#:516 457 0377 Email SELLISGROUP(Jj)-GMAIL COM Mailing Address:10 Fern Drive West Jericho NY 11753 h CC�NTA+CT PER50N , a Name:SAME AS ABOVE Mailing Address: Phone#: Email: ©IESI�N I���I'IMSSlt7►NAI..�tNFI`}tIM�►�flCEN• ��p'� �� E� �� , , Y k A r -n-.a... . .mn_«<. ._ r, ..�>,.'<® •.tr,<,.< � -ax f',•6 nv ,�.``: ..�`.�, A9 r„•°'D} '5` F Name:Archstreet Jim Nicolazzi Mailing Address:1550 Deer Park Ave Suite 3C Deer Park NY 11729 Phone# 631 875-1992 Email JN@ARCI-IUS CtJ1VlliAECSIRIII /{ 1�1 �a s #4S � 9 Y Name:First Choice contracting Mailing Address:21 Bushwick Street Melville NY 11747 Phone# 516 658-4195 Email TROYKOLLMER GMAIL.COM ',,?8£`RIl.T`IQNrfl P ROPOSED cC?N�TRt1 4 -,t__;-. A x„ :aE.�"vra„w`�a� .�«w,e:.,., ., a a �E_°',^A-,.�.„ � .. ,-.z,� rPS..a;;`;?b„TM„• _ �.�3dsts,,t��..�,a.•�s..,,.�s.._ .>a4t.� .._.'° _k3. ❑New Structure ❑Addition ❑Alteration ORepair ❑Demolition Estimated Cost of Project: li]OtherSHED ROOF $12,000.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes El No 1 g $ _ �`° PRQPERTYSICVFQRMATtQN �" `'� � .rt'. Existing use of property: Intended use of property: 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. tleGlC t1X AfC:r tie tang„jh awnerjcon�ractof(�iesi$n professional(s responsible far ail drarnaga and'storm water issues as provided by Chapter 23ti of the Town Corte APPLICA7iOtV t5 HERE6Y MA6E to the Building department for W issuaarte yaf a Building Permit pursuant to the 9mlding Zone Ordinance of the Town of Southold,5uffnik,County,New XorkYand o#ier applicable laws,Ordinances or Regulations,for the'construction of bui'tdings, _ atldrt ons,arterations or#or Trnovai or,deRnobt�on`as herem.descnbetl.Th®applicant agrees to coinpiywrtt%ail appheable_laiNs,ordina`rrces,building code; housn�code and regulations and to admit autftoiized inspectors vn premises and in buildings)far necessary ipspections:False statements made herein are punishable as a Class A;'lnisdr meanor pursuant to`5ection4 A5 a#the�New York State Penal Law' Application Submitted By(print name): �� ❑Authorized Agent miner Signature of Applicant Date $ STATE OF NEW YORK) SS: COUNTY OF ) 4�PC-7 !-P /// 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 rl day of l 20 cP-5 N ota 04"UJBLIC,STATE OF NEW YORK Registration No.01BO6347315 Qualified in Suffolk County PROPERTY OWNER AUTHORIZATION L Commission Expires August 29,20- -- (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ood APPROVED AS NOTED DATE, -- B.P # J a T. COMPLY WITH ALL CODES OF FEE NEW YORK STATE&TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQU ED AND CONDITIONS OF 631-765-1802 8AM TO 4PM FOR THEO��Q FOLLOWING INSPECTIONS: SQUT�IIOLgtOWNpi,IW�INGBOARD Tw FOUNDATION-TWO REQUIRED oh FOR POURED CONCRETE TOTES ROUGH-FRAMING&PLUMBING .�•�.� i INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS Additional Certification May Be Required, ELECTRICAL INSPECTION REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE � GENERAL NOTES: CONCRETE AND FOUNDATION WORK: GYPSUM WALLBOARD: ELECTRICAL: ELEV.Z 0 f�ZONING G INFORMATION OL DR BROWN 1.2' SANDY LOAM ALL WORK TO BE DONE IN ACCORDANCE WITH ALL REFER TO STRUCTURAL ENGINEER'S DRAWINGS, AS GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT ELECTRICAL FIXTURES & COMPONENTS ARE TO BE LABELED - ' APPLICABLE TOWN, LOCAL AND STATE CODES INCLUDING BUT APPLICABLE. SYSTEM. GYPSUM BOARD TO BE 1/2" ON WALLS AND IN ACCORDANCE WITH SECTION E3403. INTERRUPTING DIST: 100 SEC: 18 BLK: 3 LOT: 13 ZONED: R80 SM BROWN NOT LIMITED TO: CEILING UNLESS OTHERWISE INDICATED. FINISH JOINTS, RATING OF CIRCUIT PROTECTIONS IS TO COMPLY WITH OAMYSAND 1.5 }}w j { • 2020 BUILDING CODE OF NEW YORK STATE ALL FOUNDATIONS SHALL REST ON A SOIL WITH A BEARING J-BEADS, NAILS AND SCREW DIMPLES, CORNERS, AND EDGES SECTION E3404. FOR EQUIPMENT WORKING SPACE AND REQUIRED EXISTING PROPOSED 1 • 2020 PLUMBING CODE OF NEW YORK STATE CAPACITY OF 2000 PSF. FIELD VERIFY BY LICENSED SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT CLEARANCE SEE SECTION E3405. ELECTRICAL CONDUCTOR LOT AREA: 0.75 ACRES 0.72 S.F (31,290) NO CHANGE PALE • 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE GEOTECH. ENGINEER. COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN COATS. MATERIAL, SIZE, INSULATION AND CONNECTIONS ARE TO LOT COVERAGE: 20% FAR 4,911 OR 15.69% 5,180 OR 16.55% BROWN 1550 DEER PARK AVE. • 2020 FUEL GAS CODE OF NEW YORK STATE FINAL COAT TO BE SANDED SMOOTH. METAL CORNER BEADS COMPLY WITH SECTIONS E3406 AND E3407. MEDIUM • 2020 MECHANICAL CODE OF NEW YORK STATE ALL MINIMUM COMPRESSIVE STRENGTHS OF CONCRETE SHALL TO BE USED ON ALL CORNERS AND AROUND ALL OPENINGS. STRUCTURE SIZE sP SAND DEER PARK, NEW YORK 11729 • 2020 FIRE CODE OF NEW YORK STATE COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE ELECTRICAL SERVICE LOADS ARE TO COMPLY WITH CHAPTER GRAVEL P: (516) 655-5834 • 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE WITH 2O16 NEW YORK STATE SUPPLEMENT ALL WALLS AND CEILINGS OF GARAGES TO BE SHEETED WITH 36. THE RATING OF UNGROUNDED CONDUCTORS IS TO BE IN EXISTING RESIDENCE 3,013 14.3' • 2020 EXISTING BUILDING CODE OF NEW YORK STATE 5/8" TYPE X FIRE CODE SHEETROCK. APPLY 1/2" TYPE X ACCORDANCE WITH SECTION E3602. SIZING OF CONDUCTORS POOL HOUSE 320 CLIENT: ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE SHEETROCK ON HOUSE SIDE OF GARAGE WALLS PER THE IS TO BE IN ACCORDANCE WITH SECTION E3603. BRANCH POOL 800 STRENGTH OF 3000 PSI AFTER 28 DAYS, UNLESS OTHERWISE 2015 INTERNATIONAL RESIDENTIAL CODE WITH 2O16 NEW CIRCUIT VOLTAGE LIMITATIONS AND CURRENT RATINGS ARE SHED 167 NOTED. ALL PORCHES, CARPORT SLABS AND STEPS EXPOSED YORK STATE SUPPLEMENT. SHOWER AND TUB ENCLOSURES TO COMPLY WITH CHAPTER 37 & 39. SHED 127 Mr. & Mrs. Sellls ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO TO WEATHER, AND GARAGE FLOOR SLABS SHALL BE AIR TO BE LINED WITH 1/2" "CEMENT BOARD". ALL OTHER GARAGE 485 DIMENSION IS TO BE SCALED. CONTRACTOR SHALL NOTIFY ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH BATHROOMS AND LAUNDRY ROOMS TO HAVE 1/2" WATER ELECTRICAL GROUNDING SYSTEM IS TO COMPLY WITH SECTION PROPOSED ROOF OVER PORCH 310 NO WATER 10 Fern Drive W ARCHITECT PRIOR TO COMMENCEMENT OF WORK. OF 3500 PSI AFTER 28 DAYS. RESISTANT SHEETROCK. E3608. TOTAL 5,180 AUG.28,2019 - 17 Jericho, NY 11753 NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED PIER FOOTINGS SHALL BE 1'-0" THICK, U.O.N. REQUIRED RECEPTACLE OUTLETS, GFI PROTECTIONS, LIGHTING K.woYCHUKLs AS RELIEVING THE CONTRACTOR FROM THE EXECUTION OF ALL WINDOWS AND DOORS: OUTLETS ARE TO COMPLY WITH CHAPTER 39. ENCLOSED WORK IN ACCORDANCE WITH ALL STATE AND OR LOCAL WALL FOOTINGS SHALL BE 10" THICK, U.O.N. ELECTRICAL WIRING IS TO COMPLY WITH TABLES E3904.6 (1) CONSULTANTS: CODES. THE DRAWINGS ARE INTENDED TO BE COMPLETE. WINDOWS AND DOORS ARE TO BE TESTED BY AN APPROVED THROUGH (10). SHOULD ANYTHING BE OMITTED FROM THE DRAWINGS, PROVIDE ALL VENTS, SLEEVES AND BOX OUT OPENINGS FOR INDEPENDENT LABORATORY AND ARE TO BEAR A LABEL NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK MECHANICAL, ELECTRICAL AND PLUMBING TRADES. LOCATIONS IDENTIFYING MANUFACTURER, PERFORMANCE ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE TO HEREIN DESCRIBED, IT SHALL BE THE DUTY OF THE OF OPENINGS SHALL BE APPROVED BY ARCHITECT AND CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO COMPLY WITH CHAPTER 40. CONTRACTOR TO NOTIFY THE ARCHITECT. SHALL BE PLACED AS NOT TO AFFECT THE STRENGTH OF INDICATE COMPLIANCE WITH AAMA/WDMA/CSA ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING THE STRUCTURAL MEMBERS. VERIFY THE CONDITIONS OF THE 101/I.S.2/A440 (FOR EXTERIOR WINDOWS AND SLIDING THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE JOB PRIOR TO INSTALLATION. DOORS), AAMA/WDMA/CSA 101/I.S.2/A440 OR AMD 100 STRUCTURAL COMPONENTS ARE TO COMPLY WITH SECTION FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO E3402. ARCHITECT IN WRITING BEFORE PROCEEDING. NO CONCRETE OR MASONRY WORK SHALL BE DONE DURING (FOR EXTERIOR SIDE-HINGED DOORS). THIS IS IN TEMPERATURES OF 40 DEGREES F. AND FALLING. ACCORDANCE WITH R609.3. THE WINDOW AND DOOR THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND ANCHORAGE SYSTEM IS TO COMPLY WITH SECTION R609.7. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, NO FOOTING SHALL BE PLACED IN WATER OR DELETERIOUS EQUIPMENT, AND APPLIANCES, AND PERFORM ALL METHODS OF CONSTRUCTION AND FOR SEQUENCES AND GLAZING IN THE SLIDING DOOR IS TO PASS THE TEST LAND N/F OF PROCEDURES TO BE USED. MATERIAL. REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR OPERATIONS FOR THE WORK SHOWN ON THE DRAWINGS. THE 04, SOLUTION EAST LLC LAND N/F OF CATEGORY I OR If IN ACCORDANCE WITH R308.3. GLAZING INSTALLATION SHALL BE IN ACCORDANCE WITH THE VACANT 150' GERASIMOS MENEGATOS ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED PANES ARE TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 PROVIDE TWO CONTINUOUS N0. 5 REINFORCING BARS AT THE NATIONAL ELECTRIC CODE, ALL REQUIREMENTS PER FOR A PERIOD OF ONE YEAR AFTER COMPLETION BY THE BOTTOM OF FOOTINGS AS SHOWN IN SECTIONS. AND R308.1.1. AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL RFBq,P N 65�00'10" E \ �F� SANITARY & WELL ENSURING OR. E CO NIT GUARANTEE. SHALL BE RESPONSIBLE FOR ALL EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS OBTAIN AND PAY FOR ANY PERMITS REQUIRED FOR THE 06F Iss - 121.00 ®BN- OVER 150' ALL FOOTING REINFORCING TO HAVE STANDARD HOOKS AT INSULATION OF THE SPECIFIED WORK AND WORK REQUIRED 8 DEER FENCE \ SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 ENDS. BY OTHER CONTRACTORS. ALL ELECTRICAL EQUIPMENT SHALL ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE SHOWN. SQUARE FEET, MINIMUM OPENING HEIGHT: 24", MINIMUM BE U/ I :• �� '� < L APPROVED. ALL WORKMANSHIP SHALL BE FIRST CLASS. OPENING WIDTH 20" AND A MAXIMUM SILL HEIGHT = 44" REINFORCING MARKED/NOTED CONT. (CONTINUOUS) SHALL BE :•: : \� MpN A LAPPED 24 BAR DIAMETERS AT SPLICES AND CORNERS AND .F.F., AS PER SECTION R310.1.1, R310.1.2, R310.1.3, THE ELECTRICAL CONTRACTOR SHALL PROVIDE LOCATIONS OF ANY DEFECTIVE WORK AND DAMAGE RESULTING THEREFROM, HOOKED AT NON-CONTINUOUS ENDS. R310.1.4 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE RECEPTACLES, SWITCHES, SWITCH OPERATED RECEPTACLES - SHALL BE REPAIRED AND/OR REPLACED AS REQUIRED AT NO WITH 2O16 NEW YORK STATE SUPPLEMENT. AND LIGHTING LOCATIONS AS REQUIRED FOR PERMITTING AND COST TO THE OWNER & AT THE EXPENSE OF THE ALL REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE SAFETY GLAZING IS REQUIRED IN HAZARDOUS LOCATIONS AS SCOPE OF WORK CONTRACTOR. PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR DESCRIBED IN THE 2015 INTERNATIONAL RESIDENTIAL CODE STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO WITH 2O16 NEW YORK STATE SUPPLEMENT, SECTION R308.4. THE ELECTRICAL CONTRACTOR SHALL FURNISH A CERTIFICATE ALL WORK IS TO BE LEVEL, PLUMB, AND TRUE. FURNISH SUPPORT FOR ALL BARS. OF INSPECTION ATTESTING THAT ALL ELECTRICAL WORK HAS y <q PLYWOOD PROTECTION PANELS AS REQUIRED FOR BEEN INSPECTED AND IS IN COMPLIANCE WITH THE NATIONAL c�j� pOsF ��\ \ I c0 THIS DRAWING IS THE INTELLECTUAL PROPERTY OF ALL WORK SHALL BE EXECUTED IN SUCH A MANOR AS TO PROTECTION OF WINDOWS FROM WIND BORNE DEBRIS TO BE \ c� / O ARCH STREET dpc NO INFORMATION CONTAINED KEYS FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED ELECTRIC CODE (LATEST EDITION). _ - PROTECT THE SAFETY OF WORKMAN AND, THE PUBLIC, DURING PROVIDED WITH FASTENERS AND LABELS, AS PER THE 2015 w HEREIN MAYBE USED OR DUPLICATED WITHOUT THE AS SHOWN IN DETAILS AND SECTIONS. O d CONSTRUCTION. INTERNATIONAL RESIDENTIAL CODE WITH 2O16 NEW YORK SMOKE ALARMS I m z o PRIOR WRITTEN CONSENT OF ARCH STREET dpcCOPY THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE STATE SUPPLEMENT. I ,� RIGHT INFRINGEMENT WILL RESULT IN BOTH ALL BARRIERS AND OTHER PRECAUTIONARY MEASURES SHALL R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS. o \\ cZ� COMPENSATORYANDPUNIrIVEDAMAGESIN BE ERECTED IN ACCORDANCE WITH THE AUTHORITIES HAVING THE REQUIRED EXIT DOOR SHALL COMPLY WITH THE 2015 THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. ' m INTERNATIONAL RESIDENTIAL CODE WITH 2O16 NEW YORK OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE '� \ ADDITION TO CRIMINAL CHARGES FILED UNDER JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE FRAMING AND ROUGH CARPENTRY: I ,_d_ \ FEDERAL LAW. ENTIRE CONSTRUCTION OPERATION. STATE SUPPLEMENT. VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY _� \ REFER TO STRUCTURAL ENGINEER'S DRAWINGS. OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE M ��_____ _ THE CONTRACTOR SHALT_ USE ADEQUATE NUMBERS OF SKILLED ATTICS AND NOT INCLUDING CRAWL SPACES AND I z \ --'--?6- -'--'6- WORKMAN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN STAIRS, HANDRAILS AND GUARDS: UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS I \ IN THE NECESSARY CRAFTS AND COMPLETELY FAMILIAR WITH ACCORDANCE WITH R502.1. MATERIALS FOR LOAD BEARING WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR I \� THE REQUIREMENTS AND METHODS NEEDED FOR PROPER STUDS, PLATES AND HEADERS ARE TO BE IDENTIFIED IN ALL STAIR AND RAILINGS SHALL BE IN COMPLIANCE WITH BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM PERFORMANCE OF THE WORK NOTED ON THE PLANS. SECTION R311.5 OF THE RESIDENTIAL BUILDING OF NYS. INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ACCORDANCE WITH R602.1. � ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL - ' THE CONTRACTOR SHALL_ BOTH COORDINATE HIS ACTIVITIES STRUCTURAL_MEMBERS ARE NOT TO BE CUT, BORED OR MINIMUM DEPTH FOR TREADS SHALL BE 9", WITH A MINIMUM IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. WITH THE OWNER AND ARCHITECT DURING CONSTRUCTION. NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN NOSING OF J", AND MAXIMUM NOSING OF 1 J". THE SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FIGURE R502.8. CUTS NOTCHES AND HOLES BORED IN GREATEST TREAD DEPTH SHALL NOT EXCEED THE SMALLEST FEET (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING I �� CONTRACTOR IS RESPONSIBLE TO SPECIFY AND COORDINATE ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS BY MORE THAN ". OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER <q �� 6,0' INSTALLATION OF ALL MECHANICAL, ELECTRICAL AND UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE PLUMBING DEVICES PER CODE. REFERENCE GENERAL NOTES OF THE EFFECTS OF SUCH PENETRATIONS ARE IN ACCORDANCE � N� :..,::iri.•. ALARM REQUIRED BY SECTION qh' '`� r• ._ CONFORMANCE HEREIN. WITH R502.8.2. AND AS PER ENGINEERED WOOD PRODUCTS MAXIMUM RISER HEIGHT SHALL BE 8 THE GREATEST < O,r �` ro •::,T,:'. MANUFACTURER RECOMMENDATIONS. STUD DRILLING AND RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY MORE R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE 11/14T �� w:::d•.. NOTCHING ARE ALSO TO COMPLY WITH R602.6. THAN g". ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL q I :. 10,3' DWELLING UNIT IN ACCORDANCE WITH SECTION R314.3, THE , LAND N/F OF SITE WORK: PIPING PENETRATION THROUGH FIRE-RESISTANT RATED ALL HEADROOM CLEARANCES AT STAIRS SHALL NOT BE LESS ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A �\ JOAN BERGLUND WALLS OR FLOOR ASSEMBLIES ARE TO COMPLY WITH R317.3. MANNER THAT THE ACTUATION OF ONE ALARM WILL THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED I \ \ ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING 1 0 \ ALL SITE WORK SHALL BE PER SOIL ENGINEER'S K.D. VALUES; FIR PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL MI BETTER WITH THE FOLLOWING MINIMUM VALUES; Fb=900 PSI, \ RECOMMENDATIONS. CONTRACTOR TO COORDINATE ALL. ALL FRAMING LUMBER SHALL 2 , NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE SURFACE OF THE LANDING OR PLATFORM. I 11 \ Fv 95 PSI, AND E=1,600,000 PSI. UNLESS NOTED OTHERWISE. INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF O >; STAKE OUT IS TO BE PERFORMED BY A LICENSED SURVEYOR. TOP SURFACES OF ALL HANDRAILS AND RAILINGS SHALL NOT ONE ALARM. EXCEPTION: INTERCONNECTION OF SMOKE I c'S m STAKING AND LAYOUT ARE TO ESTABLISH ALL LINES AND BE LESS THAN 34" AND NOT MORE THAN 38" ABOVE THE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE �161 I DRYVVE L BENCHMARKS. VERIFY ALL GIVEN DATA AND DRAWINGS. IN WHERE FLUSH FRAMED METAL JOIST HANGERS SHALL BEI USED. UNLESS OTHERWISE SHOWN, PROVIDE METAL FLOOR OR TREAD LEVEL. ON STAIRS THE HEIGHT SHALL BE ALTERATIONS OR REPAIRS DO NOT RESULT IN REMOVAL OF5'-0" 1, 15' 101' CASE OF DISCREPANCY, RECEIVE CLARIFICATION FROM CONNECTORS AT ALL CONNECTIONS INCLUDING JOIST MEASURED DIRECTLY ABOVE THE RISER FACE. A SPACE NO INTERIOR WALL OR CEILING FINISHES EXPOSING THE ARCHITECT PRIOR TO PROCEEDING. HANGERS AND POST CAPS. UNLESS OTHERWISE SHOWN, USE LESS THAN 1 4" SHALL BE BETWEEN THE WALL AND STRUCTURE, UNLESS THERE IS AN ATTIC, CRAWL SPACE OR 3-2X1O's OVER ALL BEARING OPENINGS 6'-0" OR MORE. HANDRAIL. ALL HANDRAIL GRIP SIZES SHALL COMPLY WITH BASEMENT AVAILABLE THAT COULD PROVIDE ACCESS FOR °� STOCKPILE AEXCAVATE NDL EXCAVA BACK I EDLL FMATERIAL.OR WORK ANEW ANDINEXISTING GS. SECTION R311.5.6.3 OF THE 2015 IRC WITH 2O16 NYS INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR BACK FILL MATERIAL AND TOPSOIL ARE TO BE FREE OF �Ii LAMINATED VENEER LUMBER SECTIONS SHALL HAVE THE SUPPLEMENT. FINISHES. -0 o R314.5 COMBINATION ALARMS. COMBINATION SMOKE AND � �\ I 25 WEEDS, TREE ROOTS, ROCKS AND DEBRIS. ALL SURPLUS FOLLOWING MINIMUM VALUES; aI m Fb=2950 PSI FV=290 PSI AND E=2000000 PSI FOLLOW CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE tj _ c'g� FROP05ED , , , , . g - - MATERIAL THAT IS UNSUITABLE FOR BACK FILL MATERIAL MECHANICAL: USED IN LIEU OF SMOKE ALARMS. �� COVERED _ SHALL BE REMOVED FROM THE SITE. MANUFACTURES RECOMMENDATIONS FOR BEARING, BRACING, R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE ram', o PATIO AND FASTENING REQUIREMENTS. CONTRACTOR SHALL BE z \ 12.3' / 3N RESPONSIBLE TO REVIEW ALL REQUIREMENTS AND APPLY IN HVAC IS TO COMPLY WITH SECTION N1103 (R403). THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE c� PROTECT ALL TREES WITHIN EIGHT FEET OF THE BUILDING. FIELD. EQUIPMENT AND MATERIALS ARE TO BE IDENTIFIED IN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, ''' \ w ro COVERED 2 PROPER APPROVALS MUST BE OBTAINED BEFORE COVERING ACCORDANCE WITH N1101.3 (R101.5.1). HEATING AND WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE \ cn PATIO w ro U,o ANY EXCAVATED WORK. COOLING EQUIPMENT SIZE IS TO BE DESIGNED IN POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND 15'-10" ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE � \ 24,0' ro PRESSURE TREATED. ACCORDANCE WITH M1401.3. DUCT SYSTEM FOR HVAC IS TO WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE W \ 16,3' DO BE FABRICATED IN ACCORDANCE WITH SECTION M1601. REQUIRED FOR OVERCURRENT PROTECTION F-' \ GARAGE co JISSUED FOR PERMIT 6/2/25 BACKFILL IN 6 LIFTS.( ALL EXCAVATIONS SHALL BE CARRIED THICKNESS OF ALUMINUM AND GALVANIZED SHEET METAL FRAMING TO BE ERECTED PLUMB, TRUE, AND LEVEL AND TO 915.2.3.1.1.1 A CARBON MONOXIDE ALARM SHALL BE 0o \ ru 2 STORY *0 Rev. Revision Description Date INTO 18" OF UNDISTURBED SOIL.) ARE TO BE IN ACCORDANCE WITH TABLE M1601.1.1. p BE FASTENED SECURELY. PROVIDED ON EACH STORY J 1,gF �' #FRAME 25335 V PLUMBING: CONTAINING A SLEEPING AREA, WITHIN 15 FEET OF THE �� \ ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH I \ \ FFL 25.7 Project Location: DO NOT PROVIDE OVER BACK FILLING FOR 8" OR 10" SLEEPING AREA. MORE THAN ONE POURED CONCRETE FOUNDATION. CONTRACTOR SHALL VERIFY MATERIALS. CARBON MONOXIDE ALARM SHA L BE PROVIDED WHERE 14,0 W SITE SPECIFIC SOIL TYPES AND SOIL PRESSURES, AND ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH NECESSARY TO ASSURE THAT NO \ q 25335 Main Road VERIFY ALLOWABLE FOUNDATION LOADING PRIOR TO FRAME OUT FOR HEATING, PLUMBING, AND ELECTRICAL AS A ROOF SHALL BE TERMINATED AT LEAST 6 12 INCHES (152 SLEEPING AREA ON SUCH STORY IS MORE THAN 15 FEET I \ 36,7 BACKFILLING. ALL SHALL. BE PER STATE CODE. REQUIRED. 305 MM) ABOVE THE ROOF OR 6 INCHES (152 MM) AWAY FROM A CARBON MONOXIDE ��' \ WOOD STOOP �p1''gy c' d Orient, NY 11957 ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER ALARM. I `\ STRUCTURAL STEEL: DOUBLE UP JOISTS AROUND ALL OPENINGS AND PARTITIONS IS GREATER, EXCEPT THAT WHERE A ROOF IS TO BE USED \ EX�STING _ SCTM# : 1000-18-3-13 AND UNDER PARALLEL JOISTS. FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE 915.2.3.1.1.2 A CARBON MONOXIDE ALARM SHALL BE \ �jEll� 4 BRICK WALK /� VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 PROVIDED ON EACH STORY THAT AIA HEDGE / REFER TO STRUCTURAL ENGINEER'S DRAWINGS, AS ALL NAILS, STRAPS, BOLTS, RODS, JOIST HANGERS, AND MM) ABOVE THE ROOF. CONTAINS A CARBON MONOXIDE SOURCE. F - - \ HEDGE / .10 Drawing Title: APPLICABLE.. OTHER FRAMING HARDWARE TO BE HOT DIPPED GALVANIZED. N ' S $5000'10" W - - - _ STRUCTURAL STEEL TO BE NEW STEEL CONFORMING TO ASTM ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH 915.2.3.1.2 BUILDINGS CONSTRUCTED PRIOR TO JANUARY 1 4' CONC,`'WALK / - - - A-36 CURRENT EDITION AND THE REQUIREMENTS OF THE ALL NAILING PATTERNS AND ATTACHMENT METHODS SHALL A ROOF SHALL BE 2008. A CARBON MONOXIDE Up - _-- 165. 0 ( )LATEST AISC CODE. BE AS PER DETAILS INCLUDED IN THESE DOCUMENTS AND TERMINATED AT LEAST 6 12 INCHES (152 305 MM) ABOVE ALARM SHALL BE PROVIDED ON THE LOWEST STORY gSPHALT GENER ES THE 2015 IRC WITH 2O16 NYS SUPPLEMENT. THE ROOF OR 6 INCHES (152 MM) CONTAINING A SLEEPING AREA, WITHIN 15 �� EGDE OF PAVEMENT ABOVE THE ANTICIPATED SNOW ACCUMULATION WHICHEVER FEET OF THE SLEEPING AREA. MORE THAN ONE CARBON 3 G�STER�p PAINT STEEL WITH ONE COAT OF RUST INHIBITING PAINT AT _ ----------- ALL REQUIREMENTS FOR ROOF COVERING SHALL BE IN fS GREATER EXCEPT THAT WHERE A ROOF IS TO BE USED MONOXIDE ALARM SHALL BE PROVIDED -- Q-�' Es '9 SUPPLIER PRIOR TO DELIVERY. APPLY TOUCHUP RUST COMPLIANCE WITH SECTION R905 OF THE 2015 IRC WITH WHERE NECESSARY TO ASSURE THAT NO SLEEPING AREA ON P'M ��C, 10 INHIBITING PAINT AFTER ERECTION. FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE 0 y j 2016 NYS SUPPLEMENT. VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 SUCH STORY IS MORE THAN 15 FEET MAIN R �,; MM) ABOVE THE ROOF. AWAY FROM A CARBON MONOXIDE ALARM. OA1/ � n n r� Cw 915.2.5 POWER SOURCE. CARBON MONOXIDE ALARMS, �'� o CARBON MONOXIDE DETECTORS, AND THE 29�4s ALARM CONTROL UNITS TO WHICH CARBON MONOXIDE DETECTORS ARE CONNECTED SHALL RECEIVE THEIR ��FW`(0 � PRIMARY POWER FROM THE BUILDING WIRING, AND SHALL BE j EQUIPPED WITH A BATTERY BACKUP JMN JMN JMN SYSTEM THAT AUTOMATICALLY PROVIDES POWER FROM ONE Designed by Drawn by Chec d by OR MORE BATTERIES WHEN PRIMARY POWER U,o IS INTERRUPTED. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION JUNE, 1 ST 2025 A20XO22 Date Project Number 1 OF 5 A 10% 1 Sheet Number Drawing Number ,,�.. rnk 1 t r C e e 25'-1" 1550 DEER PARK AVE. DEER PARK, NEW YORK 11729 -------------------------------------------- - :.: L SEALANT (2)2xG WOLMANIZED SILL 5834 - TERMITE Sf11E D BED IN ———————————————————————————————————— -Y2'x 12" LONG ANCHOR BOLTS CLIENT: 39" cc 8' from corners and 45" oc remainder of perimeter of foundation N I ? I I - 10" POURED CONC. STEM WALL Mr. & Mrs. $e1 IS 4000 psi @ 28 days - 20"x 1 2" DEEP P.C. FOOTING 10 Fern Drive W I `-" W/ 2x4 KEYWAY AND `:; I W/ (2) #5 REBARS CONT. Jericho, NY 11753 EXITING PATIO STONE TO REMAIN I I CONSULTANTS: I I I 1 1 1 1 1 1 1 FOUNDATION PLAN 1 11 1 SCALE: 1/4" = 1'-0" 1 1 1 1 2X 12 UP 1 @ I G" OC 1 CZLEVERGXG POST GXG POST TO FOUNDATION I 11 TO FOUNDATION I 1 I 1 I 11 -------------- Ek:ERS I ZE I I _ _ __ _ ____ _ __ _ _ __ _ ____ _ __ _ _ I 1 THIS DRAWING IS THE INTELLECTUAL PROPERTY OF — r �I i� -I r �1 t� �T r � ROOM i i I T I I J I T I I T I I 1 I 1 I T 11 ARCH STREET dpc NO INFORMATION CONTAINED HEREIN MAYBE USED OR DUPLICATED WITHOUT THE _ ,� - --I--} -�1--I�- - -- - t--II-- I�-�t--I-- - --I�- It-- 1 PRIOR WRITTEN CONSENT OF ARCH STREET dpcCOPY 'IL �_ -1 _J __ I_— L J- -i •J —I_— L I I_ J _I— L L_ I_ .J_ J (I 1 RIGHT INFRINGEMENT WILL RESULT IN BOTH I— — — — — — — — — .— — — — = _ = = = _ = _ — I o 11 COMPENSATORY AND PUNITIVE DAMAGES/N X I I _ — _ — _ — �RI•' I _ — — — — — _ — _I I w 1 ADDITION TO CRIMINAL CHARGES FILED UNDER I , FEDERAL LAW. �r—r—�-�� GREAT ROOM i i= _ _ _ _ �?9i�6 E..�CI-�0 _ _ _�--- = i _ \ / _ �-7 , Ili_ — �I \\ /' IF _ -lI `\ /' Ir _ �I `\ /' lI= _ - \ /' � _ I' " � I I- — V V \/ \/ = I I � o I I 11 I I I I I I GXG POST `" III- _ �I /\ I� _ �) /\ I� _ �I /\ I� _ �I /\ II _ I \- I i TO FOUNDATION I JI �' `\ IL _ JI ' \ I GXG POST I =J= = L =:�J• _ _ L — A _ — �— _'ice I I , \ — — �i � TO FOUNDATION i I 11 ---� - - - - - - - NEW COVERED - - - - - - - - II I I 1 POR CH I I I 1 DOUBLE 150 90 1 2" /' IF �I `\ /' IF_ _ -11 `\ /' IF _ -I `\ BEDROOM II _ II II _ II II _ II fl� _ 1 - -__- � _ JI�/ �\ IL _ JI �� \\ IL _ JI �/ \\ IL _ JI BATH — 4—=—JI L A _ _ L _ A _ _ L _� — 1 r------------------� I I — — — — — — — Of L C 0 12"— 5UNKEN " LVL LEDGER BD _ I I I 11 I I - --- - - - - - - -- � gClg� - - - - - - - - 12" LVLLEDGERBID 1 I I I I I 12 1/ TUB I I I I I BOLTED TO EXISTING BOLTED TO EXISTING I I I I I WALL - - - - - - - - -- ��•� - - - - - - - - it WALL 11 I I 1 I I I I 0 ° L-----------------� I -- - LAUNDRY i 1 � 1 GARAGE 11 110 1 OFFICE DINING ROOM KITCHEN � 1 1� ISSUED FOR PERMIT 6/2/25 1 11 Rev. Revision Description Date 1 � NO NEW BEDROOMS CREATED Project Location: SUNROOM 25335 Main Road Orient, NY 11957 SCTM# : 1000-18-3-13 Drawing Title: LIVING ROOM TER, PROP C0 i EXISTING SITTING ROOM/ \I r i I �A 49 I ! 1 I NEd�d Y Oc�� i JMN JMN JMN Designed by Drawn by Chec ed by FIRST FLOOR PLAN JUNE, 1 ST 2025 A20XO22 Date Project Number SCALE: 1/4" = 1'-0" 2OF5 A u/mv ■ UM Sheet Number Drawing Number a r ell strect 1550 DEER PARK AVE. DEER PARK, NEW YORK 11729 P: (516) 655-5834 CLIENT: Mr. & Mrs. Sellis 10 Fern Drive W Jericho, NY 11753 CONSULTANTS: �y PROPOSED COVERED PATIO _ _.- ____ _ - - - r , _m. ——— _ — — — l = k I� ' I' If I — — _ I T IFH� l — -- _ - I I 7 -� i, I I ( [ �� _ ,1... Y •— � T� ! I_ r ] i 1rI L1 ' _------ 1 i -----------------------------------�++ _ / \— ice—— .Y , i + � t (' �><J ! ;. . : , 1 ——————�— — '—————— :r, - �_. (Ex) (EX) --------- r,.- r THIS DRAWING IS THE INTELLECTUAL PROPERTY OF � ' i 1 t 1! l � � I 1, � T ARCH STREET dpc NO INFORMATION CONTAINED i + l l 1 - t 1 I �T HEREIN MAYBE USED OR DUPLICATED WITHOUT THE +z'' �� /' t I I (. r Ilij>_�' 1 I 1 T_ , PRIOR WRITTEN CONSENT OFARCH STREET d c COPY it ' i i .1_I // l,., i --a�:4 ' .1 .!_C. .'_ ! • • _' _ "�i ! RIGHT INFRINGEMENT WILL RESULT IN BOTH !' '.'' : 1 J _.,._, - :.: o .► /' r .I t 1 l " COMPENSATORYAND PUNITIVE DAMAGES IN 1, f ; P . 4 -,-,� ._ _ :.il- _.,,t, , -... _ 1,J , _:r a ?L t.> :� r, ( ) (ex) (ex) (Ex) L.. r! I [i ;. ADDITION T CRIMINAL �{ ! 1 I l 1_i. ' _ I .! I > rUE] 0 C CHARGES FILED UNDER !- ` ( [ ! i! ' _� I OPEN 1 -1, r Ti' FEDERAL LAW. _ I �I- � 1,.1 _ •1, t 'i_ � i._I1'- I: ,s- 1.!��`1 ' 1.- , u . _ �, i , , i- - ! 11.. .I - Lr}, !-I! !. L1, Y �< , Y �•r � I I i' f 1 i � •I i I I I_ r' l _ I,._. i .- , l.- _L,.• _1. 1 -[ _l_ 1 i. L,h� ,_i.. _..�_,i. _ _ 1 - - I f J I T i - - > �!. i _. _.� •y,. /' 23'-0" _I. [a-, _I,1.1 111 — I,: / 1- �L,-, _L.,,,_! J ,t, Ill 1 1 i ; 1�L P' ; i T Z f 1 ! I l . I�� it , { ------ — �.` _ � 'r �1. _1!'1 I- 1�.i ,I l IT I , t..i 1 ! ( i ! [: t,. t__T I,.t 1 `� 4.i.1.' I REAR ELEVATION SCALE: 1/4" = 1'-0" PROPOSED COVERED PATIO PROPOSED COVERED PATIO X. - — — -- -- -- - I \ 1 till it _it I ,._yt..• �r � �^ r� 1 r' - I {r � i i+ f i - lal : ! I I1 it 0 _ ISSUED FOR PERMIT 6/2/25 "CDev. Revision Description Date I+ „ I } I / /\\OPEN p / T to l � Il \ TR // OPEN �\ !I ca;i -I' _I+., pl - [ f 11 i. a li,'- '.! J, - !"I t, . 1. it � j _ �t11,1' ! / !1 ' + i• l_iil _ I, II , .-Ir i ' ,_qi II 1, , -•�- ,I ,�a' Project Location: ,l ]I I' T �.' (1 l ! [? �- I r { :7i I , I CID .� !•1 --i - Ii�� !-r _I'.II y ilai -Ii. _ �. -!f { ,.1 -.-I. .I r!, + i,,�.f •: ', i I. l I '1 `I �. �I (.l .. Tf ! ! j ,)iI r �I i, E' I i �I: 1, ! , !_� r; i ,I ' '} \\ 25335 Main Road rI 'I Orient, NY 11957 SCTM# : 1000-18-3-13 Drawing Title: SIDE ELEVATON SIDE ELEVATION SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" PROPOSED ELEVR" S .. !. 0 cam. ' _U 7. JMNMf�``�' ,JMN Designed by Drtiwn •by Check d by JUNE, 1 ST 2025 A20XO22 mrt".1 f1i Date Project Number N NJ 11 Eli 3OF5 A I Sheet Number Drawing Number I TYPICAL ROOF CONSTRUCTION CONTINUOUS RIDGE VENT 36" WIDE FLAT ROOL ROOFING R _ 2 LAYERS OF 15# FELT 5/8" CDX PLYWD SHEATHING ardisl r eet 12" BCI RAFTERS @ 12" OC 1 x6 FASCIA BOARD 1550 DEER PARK AVE. DEER PARK, NEW YORK 11729 P: (516) 655-5834 ® PB66 PITCH 114" PER FOOT. - ____—__—_-- CLIENT: ® TRIPLE BCI HEADER FILLED SOLID Mr. & Mrs. Sellis 10 Fern Drive W 20' 4" 2X12 OUTRIGGERS Jericho, NY 11753 N CONSULTANTS SKYLIGHT _ ° - I YLI GH T I: tTr �T % (_1 .11. SKYLIGHT , I Al (3) 12" LVL HEADER 0 0 i i 2" MINIMUM SIDECOVER 6X6 POSTS - -- ------- - -- - , 6X6 POSTS FO U N DATI O N TO POST f SCALE = NTS EXISTING HOUSE o (2) 2X6 JACK STUDS I (2) 2X6 JACK STUDS i 0 0 ' EXISTING FOUNDATION ONE STORY: .• (4) 8d COMMON NAILS @ EACH END OF ° 1-1/4"x20 GA. STRAP AT EACH RAFTER E TWO STORY: - (3) 8d COMMON NAILS @EACH END OF ����—I�I � • ' ° — 0' 0" EX. 1-1/4"x20 GA. STRAP AT EACH THIS DRAWING IS THE INTELLECTUAL PROPERTY OF / BEAM TO JOIST H2.5 C R 0 S S S E C T I 0 �l A - �_� ►-�► ARCH STREET dpc NO INFORMATION CONTAINED III— B OT 0 F FOOTING HEREIN MAYBE USED OR DUPLICATED WITHOUT THE / SCALE = NTS (INSTALL ON ALL JOISTS) _I _ _ PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY SCALE: 1 /4 = 1 - 0 -4 - I-P RIGHT INFRINGEMENT WILL RESULT IN BOTH COMPENSATORY AND PUNITIVE DAMAGES IN TYPICAL FOUND. CON5T. ADDITION TO CRIMINAL CHARGES FILED UNDER - (2)2xG WOLMANIZED SILL FEDERAL LAW. / > - TERM ITE 5111 ELD BED I N 5EALANT / -%2"x 12" LONG ANCHOR BOLTS / 0 39" oc 8' from corners and 45" oc / 0 e 0 remainder of perimeter of foundation m - 10" POURED CONC. STEM WALL 4000 psi @ 28 days BCS2-3i6 - 20"x 12" DEEP P.C. FOOTING ROOF/ATTIC W/ 2x4 KEYWAY AND 0POST TO BEAM W/ (2) #5 REBAR5 CONT. Roof extension. Open vent pipes that extend through a roof shall be terminated at least 6 12 inches (152 305 mm) above the SCALE = NTS roof or 6 inches (152 mm) above the anticipated snow accumulation, whichever is greater, except that where a roof is to be used for any purpose other than weather protection, the vent extension shall be run at least 7 feet (2134 mm) above the roof. (1) SIMPSON STRONG TIE Frost Closure where the 97.5 percent value for outside design temperature is O°f or less every vent extension through the roof CONNECTOR H2.5A WITH (5) 8d or wall shall be a minimum of 3 inches in diameter any increase in the size of the vent shall be made inside the structure a FASTENED TO RAFTER AND (5) 8d minimum of 12 inches below the roof or inside wall FASTENED TO TOP PLATES. USE SAME CONNECTOR @ GARAGE TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES • For SI: 1 inch = 25.4 mm. PLUMBING FIXTURE TRAP SIZE MINIMUM (inches) Bathtub (with or without shower head and/or whirlpool attachments) 1 1/2 Bidet 1 1/4 PROVIDE (2) 16d COMMON Clothes washer standpipe 2 Dishwasher (on separate trap) 1 1/2 NAILS @ 6" O.C. TO FASTEN (5) 8d COMMON NAILS @ EACH END 4" x 20 Floor drain 2 ENDWALL CORNER STUD TO OF 1-1 a STRAP AT EACH NOTE: CONNECTIONS TO BE PROVIDED @ / g CORNER AND AT EACH FRAMING MEMBER. Kitchen sink (one or two traps, with or without dishwasher and food waste disposer) 1 1/2 SIDEWALL CORNER STUD HOLD STUD, FOR UPLIFT FORCES ONLY DOWN AS AT GARAGE USE (4) 8d COMMON Laundry tub (one or more compartments) 1 1/2 Lavatory 1 1/4 NAILS @EACH END OF 14"x20ga (5) 8d COMMON NAILS @ EACH END Shower (based on the total flow rate through showerheads and bodysprays) SIMPSOM STRONG TIE HDC1-8 STRAP AT EACH STUD, FOR UPLIFT OF 1-1 FORCES ONLY /4"x20g a STRAP AT EACH Flow rate: 5.7 gpm and less 1 1/2 SHEARWALL HOLD DOWN TO STUD, FOR UPLIFT FORCES ONLY More than 5.7 gpm up to 12.3 gpm 2 RESIST OVERTURNING FORCES. AT GARAGE USE (4) 8d COMMON More than 12.3 gpm up to 25.8 gpm 3 PROVIDE WITH (1) 5/8" FIRST FLOOR NAILS @ EACH END OF 1-1/4"x2Oga More than 25.8 gpm up to 55.6 gpm 4 THREADED ROD EMBEDDED INTO STRAP AT EACH STUD, FOR UPLIFT CONCRETE FOUNDATION 12", 0 FORCES ONLY MINIMUM. REFER TO (2) 10d COMMON NAILS @ EACH BOTCH NG AND DR U� NG DETAIL FOR WOOD FRAME MEMBERS ISSUED FOR PERMIT MANUFACTURER FOR COMI LETE END OF 1-1/ "� x 20 p 6/2/25 4 (RAFTER TO STUD) Rev. Revision Description Date 9a STRAP AT esc INSTALLATION REQUIREMENTS. SEE EACH STUD. OVERTURNING CONNECTIONS AT 1 1/2 STORY USE (2) 10d Project Location: DIAGRAM, S COMMON NAILS @ EACH END OF (4) 10d COMMON NAILS 1@ EACH END <1/4 DEPTH OF JOIST LOCATIONS \ 1-1/4" x 20ga STRAP AT EACH OF 1-1/4"x2Oga STRAP AT EACH 0 1/3 OF SPAN 1/3 OF SPAN 25335 Main Road STUD. STUD, FOR UPLIFT FORCES ONLY. z 1/3 OF SPAN PROVIDE SIMPSON STRONG TIE AT 1 1/2 STORY (3) 10d COMMON � NO NOTCHES OR Orient NY 11957 CNW COUPLER NUT. REFER TO NAILS @ EACH END OF 1 1/4"x2Oga o I HOLES PERMITTED I <1/3 DEPTH OF JOIST MANUFACTURER FOR COMPLETE \ STRAP AT EACH STUD, FOR UPLIFT SCTM# : 1000-18-3-13 INSTALLATION REQUIREMENTS. AT ° FOUNDATION FORCES ONLY. GARAGE NOT REQUIRED USE 5/8' 2"MIN I Drawing Title: ANCHOR BOLT DIRECTLY EMBEDDED INTO CONCRETE — — - <1/4 DEPTH OF JOIST FOUNDATION (PLATE TO STUD) (2) 10d COMMON NAILS 1@ EACH END STUD MI MI MI OF 1 1/4"x2Oga STRAP AT EACH o 6 DEPTH OF JOIST 3" SQUARE WASHER STUD, FOR UPLIFT FORCES ONLY. Q <1 PROVIDE A MIN OF 2"SEPARATION / LAT 1 1/2 STORY USE (2) 10dL11N Li = BETWEEN HOLES AND NOTCHES FROM NOTCHES ARE NOT PERMITTED IN OPOSED CRO S CD Cl- EACHOTHER AND FROM THE ENDS OF THE SAME LOCATION AS HOLES COMMON NAILS @EACH END OF \ o J <1/4DEPTHOFSTUD MEMBERS FLOOR JOIST SECTI ��S FOR/4"x2Oga STRAP AT UPLIFT FORCES ONLYACH STUD, z o <1/4 DEPTH OF JOIST SCHE NOTCHES ARE NOT PERMITTED IN 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN w *.; - 0` ' 40 SIMPSON STRONG TIE LTP-4 CONNECTOR @ THE SAME LOCATION AS HOLES -i (STUD TO FLOOR) NO NOTCHES OR 36" O.C. TO RESIST UPLIFT AND LATERAL SIMPSON STRONG TIE LTP-4 5/8" MIN HOLES PERMITTED <1/3 DEPTH OF JOIST O "" s M FORCES. REFER TO MANUFACTURER FOR I I CONNECTOR @ 36" O.C. TO RESIST /5 I ( �'F COMPLETE INSTALLATION RE <2 DEPTH OF STUD UPLIFT AND LATERAL FORCES. REFER 5/8"/5 MIN I I �c 17zd`1 TO MANUFACTURER FOR COMPLETE Q <3 JMN JMN JD3I 5/8" ANCHOR BOLTS @ 36" O.C. AND 1'-0" FROM I I INSTALLATION REQUIREMENTS N /5 DEPTH OF STUD 2"MIN I I o EVERY WALL OPENING, CORNER AND SILL REFER TO FOUNDATION AND ANCHOR o (FOR DOUBLE STUDS ONLY o Designed by Drawn by h d by END BOLT Z PROVIDE A MIN OF 2"SEPARATION DETAILS THIS SHEET BETWEEN HOLES AND NOTCHES FROM 2" 2" 2" o EACHOTHER AND FROM THE ENDS OF MI MI MI I -�4-1/3 DEPTH OF JOIST JUNE, 1ST 2025 A20X022 MEMBERS PROVIDE A MIN OF 2" SEPARATION / I v Date Project Number WIND NOTCHES ARE NOT PERMITTED IN 1OAD PATi� TO RESIST LOADS ( UPUFT 8c OVERTURNING1 TYPICAL GABLE WALLCONNECTIONS PLATE BETWEEN HOLES AND NOTCHES FROM THE SAME LOCATION AS HOLES EXTERIOR AND BEARING WALLS MEMBERSER AND THE ENDS of RAFTER / CEILING JOIST 4 OF 5 k SCALE: N.T.S. SCALE: N.T.S. THIS PROPERTY IS NOT LOCATED WITHIN ONE MILE OF THE COAST Sheet Number Drawing Number TABLE 3.1 NAILING S(:HEDULE TABLE 3.413 TABLE R301.7 TABLE R301.5 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2018 EDITION)) SHEAR WALLS RESISTING UPLIFT AND SHEAR - EXPOSURE B ALLOWABLE DEFLECTION OF STRUCTURAL MEBERS MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS " (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) (TABLE TAKEN FROM 2020 INTERNATIONAL RESIDENTIAL CODE) (IN POUNDS PER SQUARE FOOT) ' JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY (TABLE TAKEN FROM 2020 INTERNATIONAL RESIDENTIAL CODE) COMMON NAILS BOX NAILS DWELLINGS (2018 EDITION)) ALLOWABLE DEFLECTION STRUCTURAL MEMBER USE LIVE LOAD , -" ROOF FRAMING 700-YR. WIND SPEED 3-SECOND GUST (MPH) 110 115 120 130 140 150 160 170 180 195 UNINHABITABLE ATTICS WITHOUT STORAGE 10 WOOD STRUCTURAL PANEL SHEAR TOP & BOTTOM OF - C h S r C C RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER WALL RQUIREMENTS PANEL NAILING RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 UNINHABITABLE ATTICS WITH LIMITED STORA� 20 (SEE TABLE 3.4A) (SEE TABLE 3.4A) REQUIREMENTS WITH NO FINISHED CEILING ATTACHED TO RAFTERS HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 NAIL MAXIMUM ROOF SPAN (FT) 1550 DEER PARK AVE. CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-10d PER JOIST SHEATHING SHEAR WALL ROWS OF SPACING INTERIOR WALLS AND PARTITIONS H/180 BALCONIES (EXTERIOR) AND DECKS 40 DEER PARK, NEW YORK 11729 (SEE TABLE 3.4A) (SEE TABLE 3.4A) THICKNESS NAILING NAILS (IN) FLOORS L/360 FIRE ESCAPES 40 P: 516 655-5834 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d 8-40d EACH LAP (SEE TABLE 3.9A) (SEE TABLE 3.9A) 7/16" OSB OR 8d COMMON 1 L/360 4 - - - - - - - - - - CEILINGS WITH BRITTLE FINISHES (INCLUDING GUARDRAILS AND HANDRAIL` 200h CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 8-16d 8-40d EACH LAP 15/32" NAILS @ 4" 3 36 32 24 12 - - - - - - PLASTER AND STUCCO) GUARDRAILS IN-FILL COMPONE0S 50h CLIENT: (SEE TABLE 3.9A) (SEE TABLE 3.9A) PLYWOOD WITH PANEL EDGE 6 36 32 24 12 - - - - - - CEILINGS WITH FLEXIBLE FINISHES (INCLUDING PASSENGER VEHICLE GARAGES 5Oa SPECIES OF SPACING AND L/240 Mr. & Mrs. Seel$ COLLAR TIE TO RAFTER (FACE-NAILED) 4-10d 4-12d PER TIE PLIES HAVING 12" FIELD 5 4 36 36 36 36 36 32 28 20 16 12 GYPSUM BOARD) ROOMS OTHER THAN SLEEPING ROOMS 40 (SEE TABLE 3.6) (SEE TABLE 3.6) G>_0.49 SPACING 10 Fern Drive W 3 36 36 36 36 36 36 36 36 32 24 ALL OTHER STRUCTURAL MEMBERS L/240 SLEEPING ROOMS 30 BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-1Od EACH END - - - - - - - - EXTERIOR WALLS - WIND LOADS WITH PLASTER H/360 40°STAIRS Jericho, NY 11753 RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-16d EACH END 6 - - 7/16" OSB OR 8d COMMON 1 4 36 32 24 12 - - - - - _ OR STUCCO FINISH a,b,c,d,e,f,q,h: WALL FRAMING 15/32" NAILS @ 6" 3 36 36 36 36 28 20 16 12 - - EXTERIOR WALLS - WIND LOADS WITH OTHER FOR SUBNOTE, REFER TO 2015 INTERNATIONAL RESIDENTIAL CODE, PAGE CONSULTANTS: PLYWOOD WITH PANEL EDGE H/240 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 2-16d PER FOOT SPECIES OF SPACING AND - BRITTLE FINISHES 6 36 36 36 36 28 20 16 12 - TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5-16d JOINTS - EACH SIDE PLIES HA ING 12" FIELD 2 4 36 36 36 36 36 36 36 32 24 20 EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/120d STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24" O.C. 3 36 36 36 36 36 36 36136 36 . 32 FINISHES SECTION R301.2.2.1 WEIGHTS OF MATERIALS HEADER TO HEADER (FACE-NAILED) 16d 16d 16" o.c. ALONG EDGES 6 - _ - - - - - LINTELS SUPPORTING MASONRY VENEER WALLS J L/600 (IN POUNDS PER SQUARE FOOT) TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d 2-40d PER STUD 15/32" OSB 10d COMMON 1 4 36 32 24 12 - - - - - - NOTE: L = SPAN LENGTH, H = SPAN HEIGHT (TABLE TAKEN FROM 2020 INTERNATIONAL RESIDENTIAL CODE) (SEE TABLE 3.5A (SEE TABLE 3.5A) OR PLYWOOD NAILS @ 6" 3 36 36 36 36 28 20 16 12 - - AVERAGE DEAD LOADS SHALL NOT EXCEED 15PSF FOR COMBINED WITH SPECIES PANEL EDGE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16? 2-16d2 PER FOOT SPACING AND 6 36 36 36 36 28 20 16 12 - - HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN ROOF AND CEILING ASSEMBLIES (ON A HORIZONTAL PROJECTION) ENDJOIST OR BLOCKING (FACE-NAILED) OF PLIES 12" FIELD AS 0.7 TIMES THE COMPONENT AND CLADING ASD LOADS OR 1OPSF FOR FLOOR ASSEMBLIES, EXCEPT AS FURTHER LIMITED HAVING G>0.49 SPACING 2 4 36 36 36 36 36 36 36 36 32 24 OBTAINED FROM TABLE R301.2(2). ( ) BY SECTION R301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE FLOOR FRAMING 3 136136 36 36 36 36 36 , 36 1 36 36 SHALL NOT EXCEED: JOIST TO SILL, TOP PLATE OR GIRDER TOE-NAILED 4-8d 4-10d PER JOIST b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE 1. EXTERIOR LIGHT-FRAME WOOD WALLS: 15 PSF ( ) FOOT NOTE: LENGTH OF THE CANTILEVER. 2. EXTERIOR LIGHT FRAME COLD-FORMED STEEL WALLS14 PSF BRIDGING TO JOIST (TOE--NAILED) 2-8d 2-10d EACH END 1. SEE AWC/ANSI SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS) FOR c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN 3. INTERIOR LIGHT-FRAME WOOD WALLS: 10 PSF BLOCKING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END PROPER DESIGN AND DETAILING OF WOOD STRUCTURAL PANELS USED TO RESIST ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, 4. INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS: 5 PSF COMBINED SHEAR AND UPLIFT FROM WIND. NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE 5. 8" THICK MASONRY WALLS: 80 PSF BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK 2. WHERE FRAMING HAS A SPECIFIC GRAVITY OF 0349 OR GREATER, TABULATED TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR 6. 6" THICK CONCRETE WALLS: 85 PSF LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST MAXIMUM ROOF SPANS SHALL BE PERMITTED TO BE MULTIPLIED BY 1.08, BUT IN NO CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING 7. SIP WALLS: 10 PSF CASE SHALL THEY EXCEED A SPAN OF 36FT. EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST 3. TABULATED VALUE FOR PLYWOOD ASSUME PLYWOOD WITH A SPECIES OF PLIES EXCEED L/175 FOR EACH GLASS LITE OR L/60 FOR THE EXCEPTIONS: BAND JOIST TO JOIST (END-NAILED) 3-16d 4-16d PER JOIST HAVING A SPECIFIC GRAVITY OF 0349 OR GREATER. FOR PLYWOOD WITH OTHER ENTIRE LENGTH OF THE MEMBER, WHICHEVER IS MORE a. ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 PSF SHALL SPECIES, MULTIPLY THE TABULATED MAXIMUM ROOF SPANS BY 0390. STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR BE PERMITTED PROVIDED THAT THE WALL BRACING AMOUNTS IN BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16' 3-16d PER FOOT 4. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, THE SECTION RTED P .3 ARE INCREASED IN ACCORDANCE WITH TJIISDRAWINGISTHEINTELLECTUALPROPERTYOF PLATE AND BOTTOM PLATE BY 1-1/2" AND A SINGLE ROW OF FASTENERS SHALL BE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120. TABLE R602.10.3(4).602.1AS DRAWING IS THE INTELLECTUAL PROPERTY OF ROOF SHEATHING PLACED 3/4" FROM THE PANEL EDGE. 5. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM b. LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL HEREIN MAYBE USED OR DUPLICATED WITHOUT THE WOOD STRUCTURAL PANELS 8d 10d 6" EDGE / 6" FIELD PLATE AND BOTTOM PLATE BY 1-1/2". ROWS OF FASTENERS SHALL BE 1/2" APART BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE BE PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY (SEE TABLE 3.10) SECTIONS R702.1 AND R703. RIGHT INFRINGEMENT WILL RESULT IN BOTH WITH A MINIMUM EDGE DISTANCE OF 1/2". EACH ROW SHALL HAVE NAILS AT THE DEFLECTION OF H/180.DIAGONAL BOARD SHEATHING SPECIFIED SPACING. c. FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN COMPENSATORYAND PUNITIVE DAMAGES IN e. REFER TO SECTION R703.8.2. ACCORDANCE WITH CHAPTER 10. ADDITION TO CRIMINAL CHARGES FILED UNDER 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT FEDERAL LAW. 1"x10" or WIDER 3-8d 3-10d PER SUPPORT WIND UPLIFT DESIGN REFERENCE - EXPOSURE B NAILING & STRAPPING AT EXTERIOR WINDOW/ CEILING SHEATHING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION DOOR HEADERS GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL TYP. PROVIDE RAFTER "CRIPPLE" CONNECTION H2A OR EQUAL OR EDITION)) FOR ONE & TWO FAMILY DWELLINGS (2018 EDITION)) STRAP DETAIL @ LEFT WALL SHEATHING -SECTION 3.2.1.7 SILL PLATE TO FOUNDATION REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS -TABLE 3.2, 3.2A, 3.28 ( / ) WOOD STRUCTURAL PANELS 8d 10d 6" EDGE / 6" FIELD -SECTION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION (SEE TABLE 3.10) -TABLE 3.2, 3.4A, 3.4B NAILING SCHEDULE 'B' TYP. PROVIDE RAFTER TO KING -SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS ATTACHMENT WHEN ALIGNED OR STRUCTURAL FIBERBOARD PANELS -TABLE 3.4A, 3.413 RAFTERS AND KINGS TO PLATES 11 GA. GALV. -SECTION 3.2.4.1 HOLDDOWNS Notation ROOFING NAIL -TABLE 3.17D Rough A B C D 1/2 0.120"x1-1 2"LONG - 3" EDGE / 6" FIELD -SECTION 3.2.6.4.1 HEADER AND/OR GIRDER TO STUD Opening (0. / -TABLE 3.7 (HERDER / GIRDER); TABLE 3.8 (WINDOW SILL PLATE) TYP. STRAPPING NAILING AS PER x 7/16" HEAD) -SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY 2'-0" (1) 2x4 1 1 1 TABLE 3.4B SHT. N-1 AT EA. END OF 11 GA. GALV. -TABLE 3.4, 3.4A, 3.413 4'-0" (1) 2x4 2 2 2 C STRAP ROOFING NAIL 3" EDGE / 6" FIELD -TABLE 3.6, 3.6A-SECTION 3.2.6.1 RIDGE CONNECTION REQUIREMENTS / RIDGE STRAPS (0.120"x1-3/4"LONG 6'-0" (2) 2x4 OR (1) 2x6 3 3 3 FOR NUMBER OF JACK STUDS REFER 25�3 2 - x 3/8" HEAD) 8'-0" (2) 2x4 OR (1) 2x6 3 4 4 TO FLOOR PLANS A GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD 10'-0" (2) 2x6 4 5 5 g HARDBOARD 8d 8d 6" EDGE / 12" FIELD 12'-0" (2) 2x6 5 6 6 TYP. STRAPPING NAILING AS PER (SEE TABLE 3.11) Notations TABLE 3.4B SHT. N-1 AT EA. END OF STRAP PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER A. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT D DIAGONAL BOARD SHEATHING APPLY TO DOORS) NOTE: 1%6" or 1%8" 2-8d 2-10d PER SUPPORT ROOF SHEATHING-4' PERIMETER: �, B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF ALL STRAPPING TO BE 1-1/4" x 20 1%10" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS @ 6" O.C. AT 00. HEADER GAUGE STEEL OR 'SIMPSON' PANEL EDGES & 6" O.C. AT A O� R C. NUMBER OF 16D NAILS END-NAILED THROUGH EQUIVALENT CS20 (COILED STRAP) FLOOR SHEATHING INTERMEDIATE SUPPORTS IN TfTE- F�/AFT R o�T C R SIDE ADJACENT KING STUD TO END OF HEADER AT EACH PANEL FIELD F 6 40 G1F WOOD STRUCTURAL PANELS 8d SHEATHING-INTERIOR ZONE: �TyA) ��NctigNc " EDGE / 12" FIELD 8d COMMON NAILS @ 6" O.C. AT D. NUMBER OF 16D NAILS END-NAILED THROUGH 1" OR LESS 8d 10d 6 PANEL EDGES & 12" O.C. AT ADJACENT JACK STUDS TO END OF SILL(S) AT EACH GREATER THAN 1' 10d 16d 6" EDGE / 12" FIELD INTERMEDIATE SUPPORTS IN THE SIDE (DOES NOT APPLY TO DOORS) DIAGONAL BOARD SHEATHING PANEL FIELD Rev. R ISSUED FOR PERMIT 6/2/25 evision Description Date 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT WALL SHEATHING-INTERIOR ZONE: NEW ROOF 1%10" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS @ 6" O.C. AT DESIGN LOADS/CONNECIONS REQUIREMENT PANEL EDGES & 12" O.C. AT Project Location: FOOT NOTE: INTERMEDIATE SUPPORTS IN THE ALL IN LBS. PER CONNECTOR, U.O.N.) PANEL FIELD (DEAD LOAD ASSUMPTIONS: ROOF/CEILING ASSEMBLY DL = 15 PSF) 25335 Main Road 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. ALTERNATIVE WALL SHEATHING-4' EDGE ZONE: ROOF ASSEMBLY TO WALL WALL ASSEMBLY TO WALL WALL ASSEMBLY TO FLOOR WALL ASSEMBLY TO Orient, NY 11957 NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 8d COMMON NAILS @ 6" O.C. AT ASSEMBLY ASSEMBLY ASSEMBLY SILLPLATE FOUNDATION 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL PANEL EDGES & 12" O.C. AT NEW WALL (TABLE 3.4) (TABLE 3.4) (TABLE 3.4) (TABLE 3.2) MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. INTERMEDIATE SUPPORTS IN THE SCTM# : 1000-18-3-13 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. PANEL FIELD, PER W 3.10 u L s u L s u L s u L s Drawing Title: WIND LOAD DESIGN CRITERIA AND CONSTRUCTION NOTES: ROOF SHEATHING-GABLE ENDWALL A 2 STORY RAKE: RESIDENCE 126 65R 126 65R 126 65R Ri 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE 2020 INTERNATIONAL RESIDENTIAL CODE, SECTION R301.2.1.1, AND FIGURE R301.2(4). PANEL EDGES 8d COMMON NAILS @ 4" O.C. AT M��FR 192 SEE NAILING 119r-­S­­E­E­-N-1A-1LING 46 SEE NAILING - * 240R NOTES 2. ALL WIND LOAD DESIGN CRITERIA AND CALCULATIONS ARE PERFORMED IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION INTERMEDIATE S SUPPORTS IN THE Y Cq CALLOUTS CALLOUTS CALLOUTS A (AF&PA) WOOF FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM) AND THE MINIMUM DESIGN LOADS FOR PANEL FIELD / (SHEET A8.2) (SHEET A8.2) (SHEET A8.2) BUILDINGS AND OTHER STRUCTURES (ASCE 7). U = CONNECTOR UPLIFT LOAD (@16" O.C.) 3. IN REFERENCE TO THE ASCE STANDARDS (& WFCM): L = CONNECTOR LATERAL LOAD (@ 16" O.C.) • PER SECTION 6.5.4. WIND SPEED = 110 MPH S = CONNECTOR SHEAR LOAD (@16" O.C.) 0 • PER SECTION 6.5.5. IMPORTANCE FACTOR I (PER BUILDING CATEGORY II) = 1.00. NOTE: ` , • PER SECTION 6.5.6. EXPOSURE CATEGORY IS 'B'. R = L/W FOR WIND PERPENDICULAR TO THE RIDGE AND W/L FOR WIND PARALLEL TO 7J 1. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLE 3.13A. THE RIDGE, WHERE W IS THE BUILDING WIDTH AND L IS THE BUILDING LENGTH. 4. MEAN ROOF HEIGHT OF PROJECT IS LESS THAN 33'-0" ABOVE GRADE AND IS IN COMPLIANCE WITH WFCM ENGINEERING DESIGN 2. ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLES 3.12A * = REFER TO ALL DETAILS THIS SHEET LIMITATIONS, SECTION 3.1.3.1 FOR MEAN ROOF HEIGHT ALLOWANCE. 3. ALL ROOF AND WALL SHEATHING NAILING SHALL BE IN COMPLIANCE WITH WFCM TABLE 3.10 AND TABLE ** = PER FOOTNOTE #4, TABLE 3.4, ALLOWABLE REDUCTION TAKEN FOR FULL WALL 2k�-�0 5. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 3.1, 3.3A, 3.4 AND 3.7 OF THE 2015 EDITION OF WOOD FRAME CONSTRUCTION 3.11 RESPECTIVELY. 4 ABOVE JIWIN JMN , MANUEL (WFCM). *** = PORCH DESIGNED FOR UPLIFT LOADS ONLY AS LATERAL AND SHEAR LOADS ARE 6. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO WFCM, PRESCRIPTIVE DESIGN, CHAPTER 3. MINIMAL DUE TO OPEN WALL STRUCTURE. Designed by Drawn by Check by • ALL FLOOR SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.2 & 3.3 xxx = UNIT CONNECTION LOAD R FRAMING NOT WITHIN 8'-0" OF CORNERS. • ALL WALL SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.3 3.4 SHEATHING DIAGRAM • ALL ROOF SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.4 AND 3.5 • ALL CONNECTIONS SHALL CONFORM TO WFCM SECTION 3.2 SCALE: N.T.S. JUNE, 1 ST 2025 A20XO22 7. ALL ALLOWABLE LOADS FOR FRAMING MEMBERS AND FASTENERS/STRAPPING CONNECTIONS ARE FOR USE WITH DOUGLAS FIR LUMBER. Date Project Number 8. THE CONNECTION DETAILS PROVIDED ON THE ARCHITECTS DRAWINGS PROVIDE FOR A CONTINUOUS LOAD PATH CONNECTION AS PER THE LOAD VALVES AND NAILING PATTERNS PROVIDED BY SIMPSON STRONG TIE CONNECTORS. 5 OF 5 I p f^ U AIVUE Sheet Number Drawing Number