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HomeMy WebLinkAbout52063-Z 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 Building Inspector % TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone e 631 765-1802 Fax 631 765-9502 litt)s://wwNv.so u,t,lioldtoNviin ao�, Date Received APPLICATION FOR BUILDING PERMIT Li For Office Use Only PERMIT NO,5 a V tU✓ Building Inspector: JUN 2025 � Applications and`forms must be filled out in their entirety. Incomplete applications will not be accepted. ,Where the Applicant is not the owner,an l � fildlrt l O4-PM 117tInt Owner's Authorization form(Rage 2)shall be completed. "" Of Date:05/30/2025 OWNER(S)OF,P,ROP,ERTY: Name:Zane Sellis SCTM # 1000- Project Address:25335 Main Road Orient NY 11957 Phone#:516 457-0377 Email:SELLISGROUP@GMAIL.COM Mailing Address:10 Fern Drive West Jericho NY 11753 CONTACT PERSON: Name:SAME AS ABOVE Mailing Address: Phone#: Email: ©ESIGN`PROFESSIONAL INF6 tMATION:' Name:Archstreet Jim Nicolazzi Mailing Address:1550 Deer Park Ave Suite 3C Deer Park NY 11729 Phone#:631 875-1992 Email:JN@ARCH.US ca1II"RA OR:II, 1M/TrDN: Name:First Choice contracting Mailing Address:21 Bushwick Street Melville NY 11747 Phone#:516 658-4195 Email:TROYKOLLMER@GMAIL.COM OFSCRIp,,Ti UF,PA6P6SED CONSTRUCTION El New Structure ❑Addition ❑Alteration WRepair ❑Demolition Estimated Cost of Project: DOtherSHED ROOF $12,000.00 Will the lot be re-graded? ❑Yes IiiiiiiNo Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION 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. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are p4ni hable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ' �.�r� ❑Authorized Agent Wrier Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ;7,4 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 µ day of , 20 �2_5 Nota WPi.iBL1 ,STATE OF NEW YORK Registration No.01BO6347315 Qualified in Suffolk County . PROPERTY OWNER AUTHORIZATION Commission,Exair August 9, �R (Where the applicant is not the owner) 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 (T)i archsree - 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. SWinool� � I ""0I, R.A. +.. 1550 Deer Park Ave. Deer Park NY 11729 Phone: (646) 438-3313 / g - 3 - 13 A,5 ELEV. GENERAL NOTES: CONCRETE AND FOUNDATION WORK: GYPSUM WALLBOARD: ELECTRICAL: ZONING INFORMATION OL DRBROWN 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 - di 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 • 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 - c h S _ • 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: 0.75ACRES 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. MEDIUM • 2020 FUEL GAS CODE OF NEW YORK STATE FINAL COAT TO BE SANDED SMOOTH. METAL CORNER BEADS COMPLY WITH SECTIONS E3406 AND E3407. SP SAND DEER PARK, NEW YORK 11729 • 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 • 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 NO WATER 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 10 Fern Drive W ARCHITECT PRIOR TO COMMENCEMENT OF WORK. OF 3500 PSI AFTER 28 DAYS. E3608. TOTAL 5,18017 RESISTANT SHEETROCK. AUG.AUG2s,2o1s 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 PROPIER 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 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE THE STRUCTURAL MEMBERS. VERIFY THE CONDITIONS OF THE 101/I.S.2/A440 (FOR EXTERIOR WINDOWS AND SLIDING ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO JOB PRIOR TO INSTALLATION. DOORS), AAMA/WDMA/CSA 101/I.S.2/A440 OR AMD 100 STRUCTURAL COMPONENTS ARE TO COMPLY WITH SECTION FOR EXTERIOR SIDE-HINGED DOORS). THIS IS IN E3402. ARCHITECT IN WRITING BEF"ORE PROCEEDING. NO CONCRETE OR MASONRY WORK SHALL BE DONE DURING ( ) 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 METHODS OF CONSTRUCTION AND FOR SEQUENCES AND GLAZING IN THE SLIDING DOOR IS TO PASS THE TEST NO FOOTING SHALL BE PLACED IN WATER OR DELETERIOUS EQUIPMENT, AND APPLIANCES, AND PERFORM ALL 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 II 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 'I'FBq� N 65000'10" E �E�q SANITARY & WELL CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAIN AND PAY FOR ANY PERMITS REQUIRED FOR THE °6- IS, - - 121.00 0.0,. � OVER 150 ENSURING THIS GUARANTEE. ALL EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS ALL FOOTING REINFORCING TO HAVE STANDARD HOOKS AT SHALL HAVE A MINIMUM NET CLEAR OPENING OF 57 INSULATION OF THE SPECIFIED WORK AND WORK REQUIRED . ENDS. BY OTHER CONTRACTORS. ALL ELECTRICAL EQUIPMENT SHALL � •:�•q�•�:�•: � \ O�� ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE SHOWN. SQUARE FEET, MINIMUM OPENING HEIGHT: 24", MINIMUM BE U/L APPROVED. �:::•b. ALL WORKMANSHIP SHALL BE FIRST CLASS. OPENING WIDTH 20" AND A MAXIMUM SILL HEIGHT = 44" ti \ REINFORCING MARKED/NOTED CONT. (CONTINUOUS) SHALL BE 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, R310.1.4 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE HOOKED AT NON-CONTINUOUS ENDS. 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 I 1 CONTRACTOR. PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR DESCRIBED IN THE 2015 INTERNATIONAL RESIDENTIAL CODE WITH 2O16 NEW YORK STATE SUPPLEMENT, SECTION R308.4. THE ELECTRICAL CONTRACTOR SHALL FURNISH A CERTIFICATE co T d STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO R Fc ALL WORK IS TO BE LEVEL_, PLUMB, AND TRUE. OF INSPECTION ATTESTING THAT ALL ELECTRICAL WORK HAS ° FURNISH SUPPORT FOR ALL BARS. iV 'S'O qy \ v> THIS DRAWING IS THE INTELLECTUAL PROPERTY OF PLYWOOD PROTECTION PANELS AS REQUIRED FOR BEEN INSPECTED AND IS IN COMPLIANCE WITH THE NATIONAL Cn i OSE` �� ALL WORK SHALL BE EXECUTED IN SUCH A MANOR AS TO PROTECTION OF WINDOWS FROM WIND BORNE DEBRIS, TO BE \ _� i 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 p d HEREIN MAYBE USED OR DUPLICATED WITHOUT THE AS SHOWN IN DETAILS AND SECTIONS. CONSTRUCTION. INTERNATIONAL RESIDENTIAL CODE WITH 2O16 NEW YORK SMOKE ALARMS m �' z `D PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY STATE SUPPLEMENT. �, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE RIGHT INFRINGEMENT WILL RESULT IN BOTH I Z ALL BARRIERS AND OTHER PRECAUTIONARY MEASURES SHALL R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN o \ c� COMPENSATORYAND PUNITIVE DAMAGES IN ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS. i C� 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. \ ADDITION TO CRIMINAL CHARGES FILED UNDER JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE FRAMING AND ROUGH CARPENTRY: INTERNATIONAL RESIDENTIAL CODE WITH 2O16 NEW YORK OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE 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 THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED ATTICS AND NOT INCLUDING CRAWL SPACES AND z \ 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 \ 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. ACCORDANCE WITH R602.1. SECTION R311.5 OF THE RESIDENTIAL BUILDING OF NYS. INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL I THE CONTRACTOR SHALL E30TH 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 RESPONSIIBLE TO SPECIFY AND COORDINATE ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS BY MORE THAN ". OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER � <qN ��\ 6,0' INSTALLATION OF ALL MECHANICAL, ELECTRICAL AND THE EFFECTS OF SUCH PENETRATIONS ARE IN ACCORDANCE UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE �O,p 4.� :; : �;;:• PLUMBING DEVICES PER CODE. REFERENCE GENERAL NOTES OF WITH R502.8.2. AND AS PER ENGINEERED WOOD PRODUCTS MAXIMUM RISER HEIGHT SHALL BE 8 THE GREATEST ALARM REQUIRED BY SECTION qh' '`�O�, r •••_ CONFORMANCE HEREIN. MANUFACTURER RECOMMENDATIONS. STUD DRILLING AND R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY MORE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL yTq I io,3' NOTCHING ARE ALSO TO COMPLY WITH R602.6. THAN DWELLING UNIT IN ACCORDANCE WITH SECTION R314.3, THE , 0 ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A LAND N/F OF PIPING PENETRATION THROUGH FIRE-RESISTANT RATED I \\ �\ JOAN BERERGLUND SITE WORK: WALLS OR FLOOR ASSEMBLIES ARE TO COMPLY WITH R317.3. ALL HEADROOM CLEARANCES AT STAIRS SHALL NOT BE LESS MANNER THAT THE ACTUATION OF ONE ALARM WILL \ \ THAN 6 -8 MEASURED VERTICALLY FROM THE SLOPED ACTIVATE ALL OF THE ALARMS IN I THE INDIVIDUAL DWELLING 1 0 \ ALL SITE WORK SHALL BE PER SOIL ENGINEERS 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. \ Fv 95 PSI, AND E=1,600,000 PSI. UNLESS NOTED OTHERWISE. INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ' 0 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 STAKING AND LAYOUT ARE: TO ESTABLISH ALL LINES AND WHERE FLUSH FRAMED METAL JOIST HANGERS SHALL BE BE LESS THAN 34" AND NOT MORE THAN 38" ABOVE THE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE , I DRYWE L BENCHMARKS. VERIFY ALL GIVEN DATA AND DRAWINGS. IN USED. UNLESS OTHERWISE SHOWN PROVIDE METAL FLOOR OR TREAD LEVEL. ON STAIRS THE HEIGHT SHALL BE ALTERATIONS OR REPAIRS DO NOT RESULT IN REMOVAL OF 15'-0" 15' 10Y 6o,A 1 fi CASE OF DISCREPANCY, RECEIVE CLARIFICATION FROM MEASURED DIRECTLY ABOVE THE RISER FACE. A SPACE NO INTERIOR WALL OR CEILING FINISHES EXPOSING THE ARCHITECT PRIOR TO PROCEEDING. 4FFP I CONNECTORS AT ALL CONNECTIONS INCLUDING JOIST LESS THAN 1 " SHALL BE BETWEEN THE WALL AND STRUCTURE UNLESS THERE IS AN ATTIC CRAWL SPACE OR - I \ m HANGERS AND POST CAPS. UNLESS OTHERWISE SHOWN, USE � Gy , v 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 EXCAVATE AND BACK FILL FOR WORK ON DRAWINGS. I \ ! F G SECTION R311.5.6.3 OF THE 2015 IRC WITH 2O16 NYS INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR o ,- # #yT,o z STOCKPILE ALL EXCAVATE[) MATERIAL. NEW AND EXISTING LAMINATED VENEER LUMBER SECTIONS SHALL HAVE THE SUPPLEMENT. FINISHES. �' I 25'-0" I O BACK FILL MATERIAL AND TOPSOIL ARE TO BE FREE OF R314.5 COMBINATION ALARMS. COMBINATION SMOKE AND I FOLLOWING MINIMUM VALUES; D z WEEDS, TREE ROOTS, ROCKS AND DEBRIS. ALL SURPLUS ' CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE tj c' PROPOSED Fb=2950 PSI FV=290 PSI AND E=2 000 000 PSI. FOLLOW �, COVERED __ �� �- - - MATERIAL THAT IS UNSUITABLE FOR BACK FILL MATERIAL ' ' MECHANICAL: USED IN LIEU OF SMOKE ALARMS. � ,. MANUFACTURES RECOMMENDATIONS FOR BEARING, BRACING, - 0 SHALL BE REMOVED FROM THE SITE. R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE M PATIO 12 AND FASTENING REQUIREMENTS. CONTRACTOR SHALL BE z \ ,3' / 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. EQUIPMENT AND MATERIALS ARE TO BE IDENTIFIED IN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, M \ w N CDVERED FIELD. ACCORDANCE WITH N1101.3 (R101.5.1). HEATING AND WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE \ cn PATIO '�? ro PROPER APPROVALS MUST BE OBTAINED BEFORE COVERING ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE COOLING EQUIPMENT SIZE IS TO BE DESIGNED IN POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND ' 15'-10" \ 24,0' ANY EXCAVATED WORK. PRESSURE TREATED. ACCORDANCE WITH M1401.3. DUCT SYSTEM FOR HVAC IS TO WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE W \ 16,3' BE FABRICATED IN ACCORDANCE WITH SECTION M1601. REQUIRED FOR OVERCURRENT PROTECTION GARAGE JISSUED FOR PERMIT 6/2/25 BACKFILL IN 6 LIFTS.( ALL EXCAVATIONS SHALL BE CARRIED FRAMING TO BE ERECTED PLUMB, TRUE, AND LEVEL AND TO THICKNESS OF ALUMINUM AND GALVANIZED SHEET METAL 915.2.3.1.1.1 A CARBON MONOXIDE ALARM SHALL BE �\ ro 2 STORY 12'0' o Rev. Revision Description Date INTO 18" OF UNDISTURBED SOIL.) BE FASTENED SECURELY. ARE TO BE IN ACCORDANCE WITH TABLE M1601.1.1. PROVIDED ON EACH STORY 1 w FRAME CONTAINING A SLEEPING AREA, WITHIN 15 FEET OF THE J �F�\ \ #25335 DO NOT PROVIDE OVER BACK FILLING FOR 8 OR 10 ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH PLUMBING: SLEEPING AREA. MORE THAN ONE I \ \ FFL 25,7 Project Location: POURED CONCRETE FOUNDATION. CONTRACTOR SHALL VERIFY MATERIALS. CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE 14,o 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 FRIOR TO A ROOF SHALL BE TERMINATED AT LEAST 6 12 INCHES 152 FRAME OUT FOR HEATING, PLUMBING, AND ELECTRICAL AS ( SLEEPING AREA ON SUCH STORY IS MORE THAN 15 FEET I \ �r S 36.7 ,�R�'yqWOOD < �� _ BACKFILLING. ALL SHALL BE PER STATE CODE. REQUIRED. 305 MM) ABOVE THE ROOF OR 6 INCHES (152 MM) AWAY FROM A CARBON MONOXIDE �c' "� \ STOOP Fwgy d Orient, NY 11957 ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER ALARM. DOUBLE UP JOISTS AROUND ALL OPENINGS AND PARTITIONS IS GREATER, EXCEPT THAT WHERE A ROOF IS TO BE USED EX�STING STRUCTURAL STEEL: AND UNDER PARALLEL JOISTS. FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE 915.2.3.1.1.2 A CARBON MONOXIDE ALARM SHALL BE \ WE�Lc�l 4' BRICK WALK SCTM# : 1000-18-3-13 VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 PROVIDED ON EACH STORY THAT AlA 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 // Io- Drawing Title: APPLICABLE.. OTHER FRAMING HARDWARE TO BE HOT DIPPED GALVANIZED. . „ - - _ _ _ _/ N ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH 915.2.3.1.2 BUILDINGS CONSTRUCTED PRIOR TO JANUARY 1 S 6.5o 00'10 W 4' CONC,-WALK STRUCTURAL STEEL TO BE NEW STEEL CONFORMING TO ASTM ALL NAILING PATTERNS AND ATTACHMENT METHODS SHALL A ROOF SHALL BE 2008. A CARBON MONOXIDE \� Up A-36 (CURRENT EDITION) AND THE REQUIREMENTS OF THE 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 ASPHALT _ GENERAL NOTES LATEST AISC CODE. THE 2015 IRC WITH 2O16 NYS SUPPLEMENT. CONTAINING A SLEEPING AREA WITHIN 15 THE ROOF OR 6 INCHES (152 MM) � � EGDE OF PAVEMENT _ ,- ABOVE THE ANTICIPATED SNOW ACCUMULATION WHICHEVER FEET OF THE SLEEPING AREA. MORE THAN ONE CARBON __---_ _ PAINT STEEL WITH ONE COAT OF RUST INHIBITING PAINT AT ALL REQUIREMENTS FOR ROOF COVERING SHALL BE IN MONOXIDE ALARM SHALL BE PROVIDED --_- - IS GREATER EXCEPT THAT WHERE A ROOF IS TO BE USED '(EREQ SUPPLIER PRIOR TO DELIVERY. APPLY TOUCHUP RUST COMPLIANCE WITH SECTION R905 OF THE 2015 IRC WITH FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE WHERE NECESSARY TO ASSURE THAT NO SLEEPING AREA ON C'��' f" INHIBITING PAINT AFTER ERECTION. S N/O 2016 NYS SUPPLEMENT. SUCH STORY IS MORE THAN 15 FEET 4. VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 AWAY FROM A CARBON MONOXIDE ALARM. MM) ABOVE THE ROOF. MAIN R® ,yxDiN `915.2.5 POWER SOURCE. CARBON MONOXIDE ALARMS, P, A �,, , CARBON MONOXIDE DETECTORS, AND THE ALARM CONTROL UNITS TO WHICH CARBON MONOXIDE DETECTORS ARE CONNECTED SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, AND SHALL BE ' 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 vA 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 7, u ■ UUm Sheet Number Drawing Number d -/ 10 C 11 S t I' C C � 25'-1" 1550 DEER PARK AVE. DEER PARK, NEW YORK 11729 ————————————————————————— TYPICAL FOUND. CONST. ,,. • I (2)2xG WOLMANIZED SILL ——————————————————————————————————————-- .: I - TERMITE SHIELD BED IN SEALANT • I -%'x 1 2" LONG ANCHOR BOLTS CLIENT: 39" cc 8' from corners and 45" or- remainder of perimeter of foundation Mr. & Mrs. SeIII$ - 10" POURED CONC. STEM WALL N 4000 psi @ 28 days 10 Fern Drive W 20"x 1 2" DEEP P.C. FOOTING I I W/ 2x4 KEYWAY AND 00 Jericho, NY 11753 I I I .F I W/ (2) #5 REBARS CONT. EXITING PA-10 STONE TO REMAIN I I -1 I 0 CONSULTANTS: I I Ir- 1 1 1 1 1 1 1 1 1 1 1 FOUNDATION PLAN 1 11 711 1 SCALE: 1/4" = 1'-0" 1 1 1 2X 12 UP 1 @ I G" OC 1 CANTILEVER GXG POST 1 GXG POST TO FOUNDATION TO FOUNDATION I 1 I 1 I 11 -------------- EXERSI�'E 25 -1 I I t� 1� r I 1 THIS DRAWING IS THE INTELLECTUAL PROPERTY OF ROOM i I T T I 1 T T 1 I T I I 1 ( 1 I T 1 11 ARCH STREET dpc NO INFORMATION CONTAINED o I I II I II I I 1 HEREIN MAYBE USED OR DUPLICATED WITHOUT THE = - --I-- - -- - -�_- - --I--t -�__r- - --�-�-- 1 PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY 5! i'1L 1 -1 —1— L I -i .-J —I— L L 1 -1 _1— L L _l_ -J (1 1 RIGHT INFRINGEMENT WILL RESULT IN BOTH I— _ _ _ — _ _ _ _ :— _ _ _ _ _ _ — _ _ _ _ = I o 11 COMPENSATORYAND PUNITIVE DAMAGES IN M aQ 12 — _ _ _ — — — — — I W 1 ADDITION TO CRIMINAL CHARGES FILED UNDER x III _ _ �' E,_B_ I-ag�?."_ _ _ I I = I I FEDERAL LAW. —r—r GREAT ROOM I�__ ` —�, II` = �� If -ll_ \\ /' If=_ -_ll \\ /' IF - -_ll \\ /' I_� li i i 11 I I I I I GXG POST I I'_ _ _II TO FOUNDATION / \ — — / \ M I I 1 / \ IL _ JI / \ I ! I I 1 I I JI // \� IL _ JI � �� \\ IL _ JI / \ IL _ _ 1, M GXG POST I I LL = .JJ, = = LL = JJ. = = LL= — �I TO FOUNDATION I I 1 I I �� - - - - _ - - NEW COVERED - - - - - - - - II I I 1 PORCH I I I 1 DOUBLE BCI 90 1 2" BEDROOM II — II II _ II II _ II -----_---�-- _ JI \\\ IL _ JI //' \\\ IL — JI //' \\\ IL _ JI BATHJL _ I — — 1 r----------------i SUNKEN 1 1 TUB I I ( I I 1 2" LVL LEDGER BD — — — — — — — — -- sci 90 — — — — — — — — 1 2" LVL LEDGER BD 1 I I BOLTED TO EXISTING BOLTED TO EXISTING 1 I I I I WALL - - - - - - - - -- �2--Q•C,-- - - - - - - - - WALL 1 I I I I 1 L----------------- Q � I I I -------- LAUNDRY ( 1 .._ 1 ' 11 t GARAGE 1 10 1 1 OFFICE DINING ROOM KITCHEN -1 11 1� ISSUED FOR PERMIT 6/2/25 11 Rev. Revision Description Date NO NEW BEDROOMS CREATED Project Location: SUNROOM 25335 Main Road Orient, NY 11957 SCTM# : 1000-18-3-13 Drawing Title: LIVING ROOM PROPOSED PLANS i \\� EXISTING SITTING ROOM \y.\ERs-L�•�,�� �<,,S N!'cG JMN ° 8249 Designed by Dr EIJ e by FIRST FLOOR PLAN JUNE, 1 ST 2025 A20XO22 SCALE: 1/4 1 '-0" Date Project Number " = e"!A W2OF5 z ■ t1V Sheet Number Drawing Number 'T I a rchst rcct 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: PROPOSED COVERED PATIO — f�-.. : _ I I 7 ,� _.. _ -.� . _. I J. ' . r , EX EX V • ° ! I T 1 I i I ,� .( I i, IJ ) , .� �..i .11_,1 • _ I L .I / I I,..�_.l -I..; ..�. _J _ _ „._,»..,.». 't l a".r - __.- __. _ _. ___- _ r L J, I. �' •: ————————— — ——————————————— J f 1 ' �. � ,r '7.71 Pr=r;== I : ——————————————————————————————— 1 ,+ is91 1, �L1 T I f_ O _ THIS DRAWING 1S THE INTELLECTUAL PROPERTY OF rJ:.1-...� 1 HEREIN MAYBE USED OR DUPLICATED WITHOUT THE / f �1L` ;J, r ,--* ;'I-* , r �I t' 1 l'_1 i T r`i PRIOR WRITTEN CONSENT OF ARCH STREET d c COPY �_- CI. � .:. I i._. . I l..>�:�, �.,.�[ TL, J_ .l, 11 I ■ ❑ j i !:� ' ' 'I '. l.l_ � : , P _.. i 1- 1,-.�,- L-: ( X> j = 4-�• i� RIGHT INFRINGEMENT WILL RESULT IN BOTH r :-_.4. :.s i _ ' _I'1 LT'Tl '1 !`.[� T 1 : ! : COMPENSATORY AND PUNITIVE DAMAGES IN r T T_' / i L l,l. 1,. ' It ID 1 i lI : f , i T \\ i_i I f_ .. _!,>_. ._. i 1_: (EX) (EX) (EX) (EX) r7 , ! r r - it , . T ? . ,• _ ADDITION TO CRIMINAL CHARGES FILED UNDER J1 T ( 1 r ( t TI OPEN T f Li; ltl ! i! :, �i.; ! `(, �� �,`. FEDERAL LAW. I I i,. ! 1, a- _ ,. T;r_+ 1 - •.T' 1 1 1 E i l 1 1-I L. / \ _i i• 1. - _1, i.l _ i u fl I _I_ I. - Ji IL l.r_ // T T J { ] i 1 ! Li '• L.1 l_-1_. _! 11 y( I T / \ I .. 1 I, I. jt.. i Ll 'T I I _,- `_C 1 ..T. 4 23'-0' 4- f l , , 1 . •—' f 7 t it rf Ir!... .. ,'-J i ,I 1 ,, .T I --L _4 __1, .J...:..1._i.-1 .-1.,L:rl.- _L I_.l. Ir I T ' { f I f I i',(L7� .r / \ I -A' ._1.x 1. i -ii-T,� -�:-J.�.' '}-1•-•--'I - ry J -,.I-r•I� r.,�.- -r� -�'.�- -��. _i''�'�- ! r-+,-_ A•I,. � I j \ 1 �T - - 1` 7i y _ T ,11`. I J J j T i T 1�I L G jL 1', a. �1 1 L, I L11 f ( 1 i >1 REAR ELEVATION SCALE: 1/4" = 1'-0" I' I, - - - - PROPOSED COVERED PATIO PROPOSED COVERED PATIO TM -(-I---�-_-:�r��--I 3 I- _ I i _1 i _i. ,.• -.-, �I' .M-�;1_ `f I�.,I�i ��!�_ \ // III i.:., \ i' �.' it Hill J I. T \\ // i ,I 1f u_.I!{i 1( Ii - i 1j, .1L rf �1 .(.I_ ISSUED FOR PERMIT 6/2/25 !i II ; / \ / \ i T l d l I // \OPEN o I / OPEN 1 h, I i_ II � I {•.I�- 1• I I I I I Rev. Revision Description Date --- ,' ' I rALI Project Location: -T, `:L1i_I i1 I, !I' I I' 'I' \\ 11 J i I I I I I,'' 1._.I�j Qo _II, f'' :I .a 1 4., _i.l �i, ,Y l fJ!i: ;; , f L _[, ^T 25335 Main Road J' I �f' ,. . I ;11 I1_ ' l.l , 41 II Il I, �' i Orient, NY 11957 I SCTM# : 1000-18-3-13 Drawing Title: DDE ELEVATION SIDE ELEVOON SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" PROPOSED ELEVATIO M' ' n �E] El JMN JMN o/J Designed by Drawn by ed by JUNE, 1 ST 2025 A20XO22 Date Project Number Aft Aft Aft 3OF5 1 ■ UU Sheet Number Drawing Number I TYPICAL ROOF CONSTRUCTION CONTINUOUS RIDGE VENT 36" WIDE FLAT ROOL ROOFING 2 LAYERS OF 15# FELT 1 5/8" CDX PLYWD SHEATHING a fw eI'1 S r e e 12" BCI RAFTERS @ 12" OC 1 x6 FASCIA BOARD 1550 DEER PARK AVE. DEER PARK, NEW YORK 11729 P: (516) 655-5834 ®3 PB66 PITCh 1/4" PER FOOT. — -- ---- - - _._ - CLIENT: ® o TRIPLE BCI HEADER FILLED SOLID Mr. & Mrs. $elks ® 10 Fern Drive W 1 -4„ 20' 4" 2X12 OUTRIGGERS Jericho, NY 11753 o° -- --- --- _ - - - _ - - --- - CONSULTANTS' .,- SKYLIGHT ( I SKYLIGHT `i . o �G•o. •o o O o (3) 12>, LVL HEADER 2" MINIMUM SIDECOVER 6X6 POSTS - 6X6 POSTS C)TUNDATION TO POST I = NTS EXISTING HOUSE o (2) 2X6 JACK STUDS (2) 2X6 JACK STUDS `41 \A EXISTING FOUNDATION ONE STORY: .• ••. (4) 8d COMMON NAILS @ EACH END OF " • 1-1/4"x20 GA. STRAP AT EACH RAFTER _ - - ---- --- -. - - ..-- -- - ----- - E TWO STORY: -.---_ ._____..__--_. _.- - —0 EX (3) 8d COMMON NAILS @EACH END OF " ' 1-1/4"x20 GA. STRAP AT EACH // I=1 I—III III—III 0 H2.5 THIS DRAWING IS THE INTELLECTUAL PROPERTY OF / B TO JOIST CROSS SECTION A I I —I ARCH STREET dpc NO INFORMAT/ON CONTAINED OzSCArL = VNTS I= B OT 0 F FOOTING HEREIN MAYBE USED OR DUPLICATED WITHOUT THE / (INSTALL ON ALL JOISTS) _ _ PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY SCALE: 1 /4 = V—0 —4 —0" RIGHT INFRINGEMENT WILL RESULT 1N BOTH COMPENSATORY AND PUNITIVE DAMAGES IN TYPICAL FOUND. CON5T. ADDITION TO CRIMINAL CHARGES FILED UNDER - (2)2xG WOLMANIZED 51LL FEDERAL LAW. / - TERMITE SHIELD BED IN SEALANT / -%2"x 12" LONG ANCHOR BOLTS / 0 39" oc 8' from corners and 45" oc / o B 01 remainder of perimeter of foundation ® - 10" POURED CONC. STEM WALL 4000 psi @ 28 days BCS2-3/6 - 20"x 12" DEEP P.C. FOOTING ROOF/ATTIC W/ 2x4 KEYWAY AND W/ (2) #5 KEDARS CONT. • POST TO BEAM Roof extension. Open vent pipes that extend through a roof shall be terminated at least 6 12 inches (152 305 mm) above the C)SCALIE = 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 0°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 °• 'I 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 NOTE: CONNECTIONS TO BE PRCVIDED @ Floor drain 2 ENDWALL CORNER STUD TO OF 1-1/4" x 20ga STRAP AT EACH 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 HDQ-8 STRAP AT EACH STUD, FOR UPLIFT OF 1-1/4"x20go STRAP AT EACH Flow rate: 5.7 gpm and less 1 1/2 SHEARWALL HOLD DOWN TO FORCES ONLY STUD, FOR UPLIFT FORCES ONLY More than 5.7 gpm up to 12.3 gpm 2 RESIST OVERTURNING FORCES. N AT GARAGE USE (4) 8d COMMON More than 12.3 gpm up to 25.8 gpm 3 PROVIDE WITH (1) 5/8" 01 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", FORCES ONLY NOTCHING AND DR UE NG DETAIL FOR WOOD FRAME MEMBERS ISSUED FOR PERMIT 6/2/25 MINIMUM. REFER TO (2) 10d COMMON NAILS @ EACH (RAFTER TO STUD) MANUFACTURER FOR COMPLETE END OF 1-1/4" x 20ga STRAP AT Rev. Revision Description Date INSTALLATION REQUIREMENTS. SEE EACH STUD. OVERTURNING CONNECTIONS AT 1 1/2 STORY USE (2) 10d DIAGRAM, SHEET A8.2 OR COMMON NAILS @ EACH END OF (4) 10d COMMON NAILS @EACH END Project Location: LOCATIONS \ 1-1/4" x 20ga STRAP AT EACH OF 1-1/4"x2Oga STRAP AT EACH <1/4DEPTHOFJOIST 1/3OFSPAN 1/3OFSPAN 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"x20ga o 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 FORCES ONLY. GARAGE NOT REQUIRED USE 5/8" FOUNDATION 2"MIN Drawing Title: ANCHOR BOLT DIRECTLY EMBEDDED INTO CONCRETE — — — <1/4 DEPTH OF JOIST FOUNDATION (PLATE TO STUD) I I 2" 2" 2" (2) 10d COMMON NAILS @ EACH END STUD MI MI MI ° OF 1 1/4"x2Oga STRAP AT EACH o <1 6 DEPTH OF JOIST '° ° 3" SQUARE WASHER STUD, FOR UPLIFT FORCES ONLY, Q � PROVIDE A MIN OF 2"SEPARATION / I I / AT 1 1/2 STORY USE (2) 10d o � BETWEEN HOLES AND NOTCHES FROM NOTCHES ARE NOT PERMITTED IN PROPOSED C RED�� EACHOTHER AND FROM THE ENDS OF THE SAME LOCATION AS HOLES IN IC NAILS @ EACH END OF o Lo <1/4 DEPTH OF STUD ti-'S rOIIC C�c 1-1/4"x2Oga STRAP AT EACH STUD, o MEMBERS FLOOR JOIST SECTIO �� �Uz O� ✓ / FOR UPLIFT FORCES ONLY <1/4 DEPTH OF JOIST NOTCHES ARE NOT PERMITTED IN 1/3 OF SPAN 1/3 OF SPAN SCH EDU SIMPSON STRONG TIE LTP-4 CONNECTOR @ (STUD TO FLOOR) THE SAME LOCATION AS HOLES 1/3 OF SPAN NO NOTCHES OR .y 36" O.C. TO RESIST UPLIFT AND LATERAL SIMPSON STRONG TIE LTP-4 5/8"MIN I HOLES PERMITTED I <1/3 DEPTH OF JOIST >� o,J`. `� t FORCES. REFER TO MANUFACTURER FOR CONNECTOR @ 36 ' O.C. TO RESST COMPLETE INSTALLATION REQUIRES ( I UPLIFT AND LATERAL FORCES. REFER <5/8°MIN 2/5 OF STUD I I OF C) n�E\N. I I TO MANUFACTURER FOR COMPLETE <3 JMN JMN JMN 5/8" ANCHOR BOLTS @ 36" O.C. AND 1'-0" FROM INSTALLATION REQUIREMENTS z /5 DEPTH OF STUD 2"MIN I I o Ln EVERY WALL OPENING, CORNER AND SILL ( REFER TO FOUNDATION AND ANCHOR o (FOR DOUBLE STUDS ONLY o Designed by Drawn by Check d by END BOLT 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 I1/3 DEPTH OF JOIST JUNE, 1ST 2025 A20X022 N MEMBERS PROVIDE A MIN OF 2"SEPARATION / I I NOTCHES ARE NOT PERMITTED IN Date Project Number LOAD PATH TO RESST WND LOADS ( UPLIFT 8c OVERTURNNG ) TYPICAL GABLE WALL CONNECTIONS PLATE BETWEEN HOLES AND NOTCHES FROM THE SAME LOCATION AS HOLES EXTERIOR AND BEARING WALLS MEMBOERSER AND FROM THE ENDS OF 4 OF 5 A1U4W (JffX RAFTER CEILING JOIST 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 SCHEDULE 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 FAM LY (TABLE TAKEN FROM 2020 INTERNATIONAL RESIDENTIAL CODE) COMMON NAILS BOX NAILS DWELLINGS (2018 EDITION)) ALLOWABLE ' STRUCTURAL MEMBER DEFLECTION 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 1 C h SreeRAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER PANEL NAILING RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 UNINHABITABLE ATTICS WITH LIMITED STORAtt 20 E SEE TABLE 3.4A SEE TABLE 3.4A WALL RQUIREMENTS REQUIREMENTS WITH NO FINISHED CEILING ATTACHED TO RAFTERS ( ) ( ) MAXIMUM ROOF SPAN (FT) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 1550 DEER PARK AVE. CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-10d PER JOIST SHEATHING SHEAR WALL ROWS OF NAIL INTERIOR WALLS AND PARTITIONS H/180 BALCONIES (EXTERIOR) AND DECO S 40 DEER PARK, NEW YORK 11729 (SEE TABLE 3.4A) (SEE TABLE 3.4A) THICKNESS NAILING NAILS SPACING P: 516 655-5834 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d 8-40d EACH LAP (IN) FLOORS L/360 FIRE ESCAPES 40 (SEE TABLE 3.9A) (SEE TABLE 3.9A) 4 - - - - - - - - - - CEILINGS WITH BRITTLE FINISHES (INCLUDING GUARDRAILS AND HANDRAIL`�S 200h 7/16" OSB OR 8d COMMON 1 L/360 CLIENT: 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 COMPONENfiS 50h (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 50a SPECIES OF SPACING AND ( L/240 Mr. & Mrs. Sellis COLLAR TIE TO RAFTER (FACE-NAILED) 4- 4- 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) Gz0.49 SPACING 10 Fern Drive W BLOCKING TO RAFTER (TOE--NAILED) 2-8d 2-10d EACH END 3 36 36 36 36 36 36 36136 32 24 ALL OTHER STRUCTURAL MEMBERS L/240 SLEEPING ROOMS 30 6 - - - - - - - - - - EXTERIOR WALLS - WIND L04DS WITH PLASTER STAIRS 40° Jericho, NY 11753 RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-16d EACH END H/360 7/16" OSB OR 8d COMMON 1 4 36 32 24 12 - - - - - - OR STUCCO FINISH a,b,c,d,e,f,g,h: WALL FRAMING 15/32" NAILS @ 6" FOR SUBNOTE, REFER TO 2015 INTERNATIONAL RESIDENTIAL CODE, PAGE CONSULTANTS: PLYWOOD WITH PANEL EDGE 3 36 36 36 36 28 20 16 12 - - EXTERIOR WALLS - WIND L04DS WITH OTHER H/240 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 2-16d PER FOOT SPECIES OF SPACING AND 6 36 36 36 36 28 20 16 12 - - BRITTLE FINISHES TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5-16d JOINTS - EACH SIDE PLIES HAVING 12" FIELD 2 4 36 36 36 36 36 36 36 32 24 20 EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE d G>0.49 SPACING H/120 STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24" O.C. 3 36 36 36 36 36 36 36 36 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 WALIS L/600 (IN POUNDS PER SQUARE FOOT) TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d 2-40d PER STUD 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) 15/32" OSB NAILS @ 6" WITH PLYWOOD 3 36 36 36 36 28 20 16 12 - - AVERAGE DEAD LOADS SHALL NOT EXCEED 15PSF FOR COMBINED BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, � � WITH SPECIES PANEL EDGE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS 2-16dZ 2-16 ? PER FOOT SPACING AND ROOF AND CEILING ASSEMBLIES ENDJOIST OR BLOCKING (FACE-NAILED) OF PLIES 6 36 36 36 36 28 20 16 12 - - HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN (ES A HORIZONTAL PROJECTION) HAVING G>_0.49 12" FIELD AS 0.7 TIMES THE COMPONENT AND CLADING (ASD) LOADS OR 10PSF FOR FLOOR ASSEMBLIES, EXCEPT AS FURTHER LIMITED SPACING 2 4 36 36 36 36 36 36 36 , 36 32124 OBTAINED FROM TABLE R301.2(2). BY SECTION R301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE FLOOR FRAMING 3 36 36 SHALL NOT EXCEED:36 36 36 36 36 36 36 36 b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE 1. EXTERIOR LIGHT-FRAME WOOD WALLS: 15 PSF JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10d PER JOIST 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 3. INTERIOR LIGHT-FRAME WOOD WALLS: 10 PSF 1. SEE AWC/ANSI SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS) FOR c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN 4. INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS: 5 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, 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 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 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 BE PERMITTED PROVIDED THAT THE WALL BRACING AMOUNTS IN PLATE AND BOTTOM PLATE BY 1-1/2" AND A SINGLE ROW OF FASTENERS SHALL BE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120. SECTION R602.10.3 ARE INCREASED IN ACCORDANCE WITH THIS DRAWING IS THE INTELLECTUAL PROPERTY OF ROOF SHEATHING PLACED 3/4" FROM THE PANEL EDGE. TABLE R602.10.3(4). ARCH STREET dpc NO INFORMATION CONTAINED 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) WITH A MINIMUM EDGE DISTANCE OF 1/2". EACH ROW SHALL HAVE NAILS AT THE DEFLECTION OF H/180. SECTIONS R702.1 AND R703. RIGHT INFRINGEMENT WILL RESULT IN BOTH c. FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN COMPENSATORYAND PUNITIVE DAMAGES IN DIAGONAL BOARD SHEATHING SPECIFIED SPACING. e. REFER TO SECTION R703.8.2. ACCORDANCE WITH CrIAPTER iO. 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 CONNECOODEH2AFORREQUAL OR TO PLE" EDITION)) FOR ONE & TWO FAMILY DWELLINGS (2018 EDITION)) STRAP DETAIL @ LEFT WALL SHEATHING -SECTION 3.2.1.7 SILL PLATE TO FOUNDATION -TABLE 3.2, 3.2A, 3.213 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 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 17D ROOFING NAIL -TABLE 3. 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 -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 -SECTION 3.2.6.1 RIDGE CONNECTION REQUIREMENTS / RIDGE STRAPS 6'-0" 2 2x4 OR 25�32 (0.120"x1-3/4"LONG - -TABLE 3.6, 3.6A ( ) (1) 2x6 3 3 3 FOR NUMBER OF JACK STUDS REFER TO FLOOR PLANS x 3/8" HEAD) 8'-0" (2) 2x4 OR (1) 2x6 3 4 4 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) TABLE 3.413 SHT. N-1 AT EA. END OF Notations zzSTRAP 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"x6" or 1"x8" 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"x10" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS @ 6" O.C. AT MqX HEADER GAUGE STEEL OR 'SIMPSON' PANEL EDGES & 6" O.C. AT pF C00�� Rq C. NUMBER OF 16D NAILS END-NAILED THROUGH EQUIVALENT CS20 (COILED STRAP) FLOOR SHEATHING INTERMEDIATE SUPPORTS IN IHE ADJACENT KING STUD TO END OF HEADER AT EACH -- ---- - --- WOOD STRUCTURAL PANELS ROOFLSHIEADTHING-INTERIOR ZONE: FTFR (TyAe��Ok�ctigN SIDE G 8d COMMON NAILS @ 6" O.C. AT D. NUMBER OF 16D NAILS END-NAILED THROUGH 1" OR LESS 8d 10d 6" EDGE / 12" FIELD PANEL EDGES & 12" O.C. AT GREATER THAN 1" 10d 16d 6" EDGE / 12" FIELD INTERMEDIATE SUPPORTS IN ADJACENT JACK STUDS TO END OF SILLS) AT EACH PANEL FIELD SIDE (DOES NOT APPLY TO DOORS) DIAGONAL BOARD SHEATHING ISSUED FOR PERMIT 6/2/25 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT WALL SHEATHING-INTERIOR ZONE: NEW ROOF Rev. Revision Description Date 1"x10" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS @ 6" O.C. AT DESIGN LOADS/CONNECIONS REQUIREMENT Project Location: PANEL EDGES & 12" O.C. AT 1 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 JVALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED WALL SHEATHING-4' EDGE ZONE: ROOF ASSEMBLY TO WALL WALL ASSEMBLY TO WALL WALL ASSEMBLY TO FLOOR WALL ASSEMBLY TO Orient, NY 11957 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL 8d COMMON NAILS @ 6 O.C. AT ASSEMBLY ASSEMBLY ASSEMBLY SILLPLATE/FOUNDATION MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. INTERMEDIATEELEDGES SUPPORTS IN THE NEW WALL (TABLE 3.4) (TABLE 3.4) (TABLE 3.4) (TABLE 3.2) 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 p 2 STORY RAKE: �i� RESIDENCE 126 65R 126 65R 126 65R 8d COMMON NAILS @ 4 O.C. AT 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 & 4" O.C. AT Typ 192 SEE NAILING 119 SEE NAILING 46 SEE NAILING 240R NOTES 2. ALL WIND LOAD DESIGN CRITERIA AND CALCULATIONS ARE PERFORMED IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION INTERMEDIATE SUPPORTS IN THE �Oq� CALLOUTS CALLOUTS CALLOUTS (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 -U � BUILDINGS AND OTHER STRUCTURES (ASCE 7). ) (SHEET A8.2) �c��'. _ .q 3. IN REFERENCE TO THE ASC;E STANDARDS (& WFCM); U = CONNECTOR UPLIFT LOAD (@16" O.C.) �Eo ��S NIC � C' • PER SECTION 6.5.4. WIND SPEED = 110 MPH L = CONNECTOR LATERAL LOAD (@ 16" O.C.) S = CONNECTOR SHEAR LOAD (@16 O.C.) ? n • PER SECTION 6.5.5. IMPORTANCE FACTOR I (PER BUILDING CATEGORY II) = 1.00. NOTE: r"y' ry R = L/W FOR WIND PERPENDICULAR TO THE RIDGE AND W/L FOR WIND PARALLEL TO • PER SECTION 6.5.6. EXPOSURE CATEGORY IS 'B'. 1. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLE 3.13A. 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 THE RIDGE, WHERE W IS THE BUILDING WIDTH AND L IS THE BUILDING LENGTH. A* = 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 ** 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. = PER FOOTNOTE #4, TABLE 3.4, ALLOWABLE REDUCTION TAKEN FOR FULL WALL ��go9 ABOVE � W� MANUEL (WFCM). *** = PORCH DESIGNED FOR UPLIFT LOADS ONLY AS LATERAL AND SHEAR LOADS ARE J_MN JMN 6. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO WFCM, PRESCRIPTIVE DESIGN, CHAPTER 3. MINIMAL DUE TO OPEN WALL STRUCTURE. • ALL FLOOR SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.2 & 3.3 x = UN CONNECTION LOAD FOR FRAMING NO WITHIN 8'-0" 000RNERS. Designed by Drawn by Chec ed by • 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 TC 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 AM I A% Aft Aft LOAD VALVES AND NAILING PATTERNS PROVIDED BY SIMPSON STRONG TIE CONNECTORS. "'' Eft 5 OF 5 uffuu Sheet Number Drawing Number