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HomeMy WebLinkAbout51466-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#: 51466 Date: 12/11/2024 Permission is hereby granted to: Reinken Family Trust 11787 N 81st St Scottsdale,AZ 85260 To: construct additions and alterations to existing accessory garage as applied for, Premises Located at: 1935 Pine Tree Rd, Cutchogue, NY 11935 SCTM#98.4-11.1 Pursuant to application dated 10/16/2024 and approved by the Building Inspector. To expire on 12/11/2026. Contractors: Required Inspections: Fees: Accessory-Addition/Alteration $325.00 O Accessory $100.00 Total $425.00 \40ingInspector + niC 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 lit :/1www. oldtownny.99Y Date Received APPLICATION FOR BUILDING PERMIT 3 0!L Eor Office Use Only f PERMIT NO. Building Inspecto 0 C ..1. ' Applications and lorry rausfi be filled out In their,entirety.rrwc�anplate T� �aPliatldr§s willnot be o�epted'� Where the App)hcent not t6e` `."On Owner's dam wtlon tom(page 11 shlall be tompletet ��� � •�� ���. �. �T Date:10/112024 Name: Richard Reinken sCTM# loo0-98,_1.11.1 Project address: 1935 Pine Tree Road Cutchogue, NY 11935 Phone#: 502.206. 342 Email: rich.reinken@gmail.com Mailing Address: 1935 Pine Tree Road Cutchogue, NY 11935 CONTACt Pf SON: . Name: ,a Mailing A Tess: A Phone#: �2�! ��� ® Email: N ._ ame: rG �4 MaNling,AddresstfL Phone#: W(� ?� Email: w Name: Mailing Address: Phone#: EmaiU: U' ON ❑New Structure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project. ❑Other Will the lot be re-graded? ❑Yes RrNo Will excess fill be removed from premises? ❑Yes 01ro I 1 PROPERTY RTY INFORMAMN Existin g use of property:4, gAmy ftoilx Intended use of property 'W,", Zone or use district in which premises is situated: Are there any covenantspa restrictions with respect to this property? ❑Yes Of4o IF YES, PROVIDE A COPY. k Box,AftorReadinp,Yheawrer/m**d, lanai Is m" 1 forof $tQTM p *WOW 236,afto rowlt Code. giro"ofoo To"oN swototd,Su"k Ca,ft Mew Y oft end*Ow i m*taw%""nioii M`11" � d �mar ano ��ed t► mf .� '1npa 1e Application Submitted By(print name): hOAuthorized Agent Downer Signature of Applicant: Date: i oil U,J�4- STATE OF NEW YORK) COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (Chsthe A G f (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 nowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. . BARBARA H.TANDY Sworn before me this Notary Public, State Of NeW Ybrk lk da of � `"L` ZD CommissioOuaied In n; lEx lreso 0 , y Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Richard Reinken residing at 1935 Pine Tree Road I, Cutchogue, NY do hereby authorize Richard M. Mato, AIA to apply on my behalf t the Town of Southold Building Department for approval as described herein. i - 10/1/2024 Ow er's Signature Date Richa d Reinken Print Owner's Name 2 Now York State Department of Environmental Conservation Division of Environmental Permits, Region One 8ullding 40-SUNY,Stony Brook, New York 11760.2356 Phone:(631)444-0403 - FAX; (631)444-0360 � Website:www.dec.state.ny.us Denise M Sheehs� Comm Wion�r L11rER OE w April 1 2. 2006 Catherine 8 Richard Reinken 8701 North 6e Place Paradise Valley,AZ 85253 Re: Reinken Property 1935 Pine Tree Road Cutchogue, NY 11935 DEC#1-4738-00308/00003 Dear kft. and Mr. Reinken: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that The portion of your property which is located landward of the ten foot(MSL)elevation contour line as shown on the survey prepared by Joseph A ingegno last revised January 5,2006. is beyond the jurisdiction of Article 25(Tidal Wetlands). Therefore,In accordance with the currard Tidal Wetlands Land Use Regulations(6NYCRR Part 661) no wit is required under the Tidal Wetlands Act . Please be advised, however, that no con ion,sWimentation,or distutbanoe of any ld'nd may take place seaward of ft tidal wetlannds JudsdictionalbouridM,as Indicated above,a+without a permit. It is your responsibility to ensure that all neommry precautions are taken to prevent any sedirnentation or other alteration cr disturbance to the ground surface or vegetation within Tklal Wetlands Jurisdiction which may result from your project,, Such pnscautions may include maintaining adequate area between the tidal wetlandjurisdictional boundary and your project (i.e.a 15' to 20'wide construction area)or erecting a temporary fence, barrier,or hay bale germ. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very huffy yours, s, George W. Hammarth Permit Administrator cc: En-Consultants Pr hM 0 '3 -- APPARENT S 12 1 LANDWARD BOUNDARY OF TIDAL WETLANDS ` I AS FLAGGED BY EN-CONSULTANTS, Inc. �� Q ON OCTOBER 6, 2005 o A 3 �1 O Co 1 adoll I I WO00 SSd3 SM"S30T3,'V Jdddy J0 dui ` aI ml '" 1 d M I a � o a OVE,� �,:5" ,�• 0 "� y RDO Raw 22.4 STONE P° h I ROOT 0 •Ck� 15.6 STONE POR • r ME HOUSE & GARAGE e � I J s.°" 2 STORY FRA S 15.5" / I 9.0" J Ca,0' 22,4i. STONE PORCF4 OVER ROOF 42.0 STONE wro ' STEPS LEPOOL � I J P 31 wr \ a E+ a t GENERAL CONSTRUCTION NOTES# GENERAL FRAMING NOTES# MISCELLANEOUS CONSTRUCTION NOTES# GENERAL INTERIOR * EXTERIOR STAIR NOTES# (.{-/ ,, �✓ ` (.�,� I, ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, o. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF I&" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION, DOUGLAS-FIR 3t2 (NORTH) WITH AN E- I,600,000 PSI AND FB-875 P51 OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, R301,3, R301,4, R301.5 THE 2020 RESIDENTIAL CODE ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING C. ALL FRIEZE BOARDS 5HALL BE BUILT OUT A MINIM I;UM OF " FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE. AND SPECIFICATIONS WHETI-IER OR NOT INDICATED. SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS IS 6'-8" AS PER R314,3. BUILDING DEPARTMENT NOTES: d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM RISE - 73Y" 2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0". GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS, ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH NOSING) - 10" MINIMUM NOSING PROJECTION FOREST AND PAPER ASSOCIATION (AFtAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I.S.C. - I" MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - IY," CODE NOTES: SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - 9/I6" B. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES# A. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST 4. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH GENERAL HANDRAIL AND GUARD NOTES* AND PAPER ASSOCIATION (AF 8L PA) WOOD FRAME CONSTRUCTION O THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD THE SOIL OR CONCRETE. REQUIREMENTS HAVING JURISDICTION, ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR ONE AND TWO - FAMILY DWELLINGS E--1 I, ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. VERTICAL SURFACES. WHERE POSSIBLE. GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, 5. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R30I,5 DESIGN CRITERIA: C, U NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLE55 OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. TT� CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLE55 NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS w SPECIFICATIONS. LIVE LOAD 40 PSF: 2• PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING 6. PROVIDE SOLID BLOCKING OR IX3 CROSS BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: 4. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" 6. ALL CONSTRUCTION SHALL [BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF W-O" O.G. WHICH EVER 15 LE55. ROOF SNOW LOAD 25 PSF: E--"I 3 U IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED W BEFORE THE START OF THE: WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM, OTHERWISE. 7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND WIND LOAD 130 MPH z � 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.C. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR U r" CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES: W v WORK. SQUARE FOOTAGES: 0 8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8, PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL I, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS, CO WALL ALL BOARD NOTESe RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, o. ONE IN EACH SLEEPING ROOM. W Q CONCENTRATED LOADS AS REQUIRED. b, ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. 1, PROVIDE °/," GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND VICINITY OF THE BEDROOMS. d q, PROVIDE SOLID FIRE BLOCKING OVER ALL CONGEALED FLOORS AND CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. d GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL EXISTING GARAGE 409 S.F. o0 THE DRAW �INGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. N RECEIVE MINIMUM OF ONE GOAT OF TAPE AND THREE GOATS OF SPACKLE. MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE x 00 MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE " CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL O W.) AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS 10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. Q vn OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR 51ZE AND USE UNLESS 3. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT M PRODUCING EQUIPMENT, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE II, THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,PROCEDURES, SHORING, BRACING, 11, REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING, THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER METHODS, TECHNIQUES, SEQUENCES, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(I) OF 4• PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF t AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES. PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. S. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD 3• ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. ZONING CLASSIFICATION: DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH BASEMENTS. ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY YEAR MATERIAL 4. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS ZONE - R-40 • • SUB-CONTRACTORS .OR ANY PERSON PERFORMING THE WORK. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE rT, 13. ALL DECK JOISTS SHALL BE ACO AT 16" O.G. AS PER PLAN. GENERAL GARAGE NOTES# DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING: w THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. GENERAL EXCAVATION * BACK FILLING NOTES, IA. CATHEDRAL ROOF TYPICAL CONSTRUCTION ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC PROVIDE ASPHALT ROOF SHINGLES WITH 3*30 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A % HOUR FIRE RATED 5. PROVIDE AN APPROVED AND L15TED CARBON MONOXIDE DETECTION SYSTEM I. EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS, ALL PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.G. WITH FRAME AND OPENING PROTECTIVE, ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES r_1 W z EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN BATT INSULATION BETWEEN, COVER WITH 5/8' GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION, UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. O AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * HEATING NOTES- CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE SOLE RESPONSIBILITY OF p• PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER ENERGY NOTES: THE CONTRACTOR TO VERIFY THE ACTUAL 5O1L BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. Tn ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING r_ 16. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LE55 THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL I, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF W NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START a. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN O WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16- O.G. WITH BATT INSULATION PER SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY NEW YORK STATE. PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE COATS. LIST OF DRAWINGS RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL HVAG, PLUMBING, ELECTRICAL AND SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS b. EXTERIOR WALLS- NOTCHING AND BORING, SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE �j 1 1. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN 2• THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS FROM THE ARCHITECT, THE MIDDLE 1/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS. rTl OF THE STUD LENGTH SHALL NOT EXCEED ?5% OF THE STUD DEPTH. SHEET A 1 GENERAL NOTES W 2. ALL BACK FILL SHALL BE GLEAN GRANULAR FILL BROUGHT TO THE B. THE DESIGN ALL HVAG, PLUMBING AND ELECTRICAL SYSTEMS THE It. BORED HOLES 5HALL NOT EXCEED 40% OF THE STUD DEPTH AND I GENERAL GLAZING NOTES# SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS r-rWy/1 REQUIRED HEIGHT. THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/87 TO THE SHEET A2 PLANS /SECTIONS/ELEVA'TIONS UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS 3. NO BACKFILL 514ALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE I, ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GU57 SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAG PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES CV PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III, NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CRO55 SECTION TEST OF ASTM E Igg6 AND OF ASTM E 1586 AND R301.2.1,2 OF HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A SHEET A3 CODE PAGE C MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE ,NEW YORK STATE PROFESSIONAL ENGINEER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x4 STUDS AT 16' O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. BY EXCEPTION TO R301,2,1,2. A. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF 4. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d, PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 201E �� O e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2, ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE, S. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO, GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM THE 2020 RESIDENTIAL CODE OF NEW YORK STATE CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON 51TE F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. u DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JO15T OR FLOOR JOIST ON GENERAL EMERGENCY ESCAPE * RESCUE NOTES, GENERAL SWIMMING POOL, HOT TUB * SPA BARRIER NOTES# ram, rTl E30TN SIDES OF THE HEADER, 1 W ^W U EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL r BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE GENERAL CONCRETE NOTES, h, LINTELS SHALL NOT BE LESS THAN, ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER 1, THREE 2x10'5 FOR SPANS UP TO T-O" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED I, LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE I1. THREE 2x12'S FOR SPANS UP TO q (UNLESS NOTED OTHERWISE.)'-O" REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH i, BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-8" ABOVE THE 2 THE CODE REQUIRES. THE LOCAL CONTRACTOR OR BUILDING INSPECTOR, 5O1L DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE PRESSURE 15 ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT, ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO, 2. CARRY ALL FOOTINGS TO A MINIMUM OF 367 BELOW GRADE ON TO A FIRM j• MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL a. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS, b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LE55 THAN 5.7 SQUARE FEET 3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS I, (I)-2x6 (FLAT) FOR UP TO T-O" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24". ;;�� �)J) M NOTED ON THE PLANS (mIN, OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS II,(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20" r� SECTION. THE FOOTING SHALL BE POURED CONCRETE, 51ZE AS INDICATED ON THE k, PROVIDE 1" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3. PLANS WITH tt5 REBAR IN THE LOWER I/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR WALL CROSS SECTION. I. FOR LEDGER BOARDS USE ONE 51ZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET. TO WALL WITH k,"O DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TEGO ALL 4 � b A. (2)-2x6 AGO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. JOIST TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE OziiB ,\ Q� 5. "0 DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM m, PROVIDE GIRDER PER PLAN ON 3Y2"0 DIAMETER STEEL COLUMN ON POURED OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE 5��� OF CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. WI 6, PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. 7, DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON WATERPROOFING BY RUB-R-WALL OR EQUAL. 8. FINISH SLAB SHALL BE <k MINIMUM OF 4" THICK POURED CONCRETE ON UNDISTURBED 5O1L OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY, q, ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 5,000 PSI AT 28-DAY TEST. EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION STRENGTH OF 3,500 PSI AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO I 10.10.24 PERMIT SET THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL No.11 Date T Title AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 72 OF THE REVISIONS: CONCRETE VOLUME. 10. ALL CONCRETE SHALL BE: FORMED AND PROTECTED AGAINST FREEZING, Drawn By: R M 1"I 11. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI 318 AND ASTM C1157 REQUIREMENTS. Date: SHALL BE NEW BILLET STEEL 7/q/24 12. ALL CONCRETE STEEL REINFORCEMENTL CONFORMING TO THE LATEST ASTM A-615 GRADE 60. Drawing No.: 13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK STATE LICENSED ENGINEER. A 1 14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) HORIZONTAL. ' OF 3 SHEETS I I I I � I I I I sl A3 2'xl2 RIDGE TOP OF PEAK TYPICAL ROOF CONST. O ASPHALT ROOF TO MATCH EXISTING MAIN HSE. _ 12 30tt BLDG. FELT UNDERLAYMENT J � SELF—ADHERING "MOISTURE GUARD PLUS"W 3/4" AC EXT. PLYD. SHEATHING r , r - - - - - - - - -- — I 12 2��x10" R.R. Om16" O.G. �/ � O I I � 52 - - � � a U1 A3 LOFT 2"xIO" R.R. w C7 a 16" O.G. EXISTING EXISTING O - - - -- - - - - - - FRONT ELEVATION (WEST) RIGHT ELEVATION (SOUTH ) - EXISTING ROOF � u � ��� TO BE REMOVED � 3 U SCALE= y4"=1'—O" SCALE- '/4"—1'—O" TYPICAL EXT. WALL CONST. w 2'x8' G.J. �\ F� u f / @16' O.G. SHINGLES TO MATCH EXISTING GAR GARAGE / \ I _ U' (2)- x 3Ou BLDG. FELT UNDERLAYMENT O 0 X T. PLY114D.GARAGE BENCH \J 2"x6" STUDS P IGO' O.C. YRING co W O I I BATTK RAFT NSULATION FACED FIBERGLASS d ce / \ I 5/8" G.W.B. It I EXISTING N o � / ( GRADE O " A SECTION EXISTING EXISTING A2 SCALE: y4"= I'—O" EXISTING FLOOR PLAN REAR ELEVATION ( EAST) LEFT ELEVATION (NORTH ) � SCALE: I/4 =i O SCALE= /4 =1 O SCALE= /4 =1 O � rTl O � 24'—4" lo TYPICAL ROOF CONST. (VERIFY) ASPHALT ROOF TO MATCH EXISTING MAIN HSE. (O W (VERIFY) GABLE DETAIL TO MATCH MAIN HSE. ~� 12 USE EXISTING LEFT—OVER WINDOW �12 EXISTING ROOF TO BE REMOVED FI FASCIA it SOFFIT (TO MATCH EX.) i EXISTING ROOF T/1 \ I TO BE REMOVED rTi W �1 — r i " 01 12 10 —6 '` O_ U' 9 TYPICAL EXT. WALL CONST. FILL IN DOOR a I1 11 1 1 1 1 1 1 1 1 111111 Mill I I I 1 11 1 1 1 1 1 1 1 1 1 SHINGLES TO MATCH ` rTl FILL IN WINDOW 2"xl0" R.R. 2"xl EXISTING MAIN HSE. " R.R. W W EL I I I I ir4L � m � - I I GAR A GE I m � tV w I I LATH.I CLG. I N � I N v _ I PLT.THGT.3" li L\iy toI N V J I FRONT �L�yAT I ON �w�ST� RIGHT ELEVATION (SOUTH) Af N B vo 1 r ; N@� J I , > SCALE: 4"—V—O° SCALE= y4"=I'-0u ltl, m IL36"x80" U 0 M w p 2"X 12" - i- I RI DOGE I x I TYPICAL ROOF CONST. R a > `}J _ I I x x a r II �° I ASPHALT ROOF TO N N x I n,Q/ I MATCH EXISTING MAIN HSE. BLIND METAL VALLEY FLASHING lSJ 041g6� F fv I E\nl V I O � Y(2) GABLE DETAIL WORK BENCH NTO MATCH MAIN HSE. (2)-2"xIO" / -13/4"x117/S" L.V.L. HDR. 48"x36" - - - - - � 1 Er FLASHING — �— - - - - - - gyp- - - — -,� — TO MATCH EX MAIN HSE. 6'-$Y2" g'_lu 8i_0u I'-Ilu r— I241-411 � EXISTING ROOF (VERIFY) TO BE REMOVED ( 1 10.10.24 PERMIT 5ET A e Title FLOOR PLAN � — — �� III Milli 111111 1 1 HIM � �' �J No. REVISIONS: - - CHill TYPICAL EXT. WALL CONST. SCALE: y4"=1'-0" Drawn B SHINGLES TO MATCH y EXISTING MAIN HSE. R1"IM Date: 6 � 7/q/24 Drawing No.: LUSE EXISTING LEFT-OVER WINDOW REAR ELEVATION ( EAST) LEFT ELEVATION (NORTH ) SCALE: 4"=1'-0" SCALE, 34„ _=1 O OF � SHEETS INSTALL 'SIMPSON STRONG TIE" LSTA FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B TIES @ EA. END WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS MINIMUM ROOF LIVE LOADS OF HDR. FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION (IN POUNDS-FORGE PER SQUARE FOOT OF HORIZONTAL PROJECTION) N J015T DESCRIPTION NUMBER OF NAILS NAIL SPACING HEADER AS NOTED TRIBUTARY LOADED H RIDGE TENSION STRAP IV' O.G. to AREA IN SQUARE FEET BY SIMPSON STRONG TIE Y BY FRAMING FOR ANY STRUCTURAL I I/4" X 18" 20 GAUGE WITH DOOR OR WINDOW 4 Rafter to Top Plate (Toe-nailed) MEMBER (A) 8D COMMON NAILS EACH SIDE AS NOTED 71 s + O TO 201 TO OVER Wall height 8 ft. 3-8d per raFter ROOF SLOPE Wall height 9 - 10 ft. 4-8d" + per rofter 200 GOO 600 O Ceiling Joist to Top Plate (Toe-nailed) FLAT OR RISE LESS THAN 4 INCHES PER FOOT Wall height 8 ft. 3-8d" + per joist (1,3) O D ROOF RAFTER P 16" O.C. Wall height 9 - 10 ft. 4-8d' + per joist 20 16 IG 0 Ceiling Joist to Parallel RoFter (Face-roiled) Roof 5pen (1.1 A(ft.) RISE 4 INCHES PER FOOT ( TO LESS U ,C O 12 20 28 36 THN 12 INCHES PER FOOT ) IG 14 14 M U O RI5E 12 INCHES PER FOOT (1:1) AND C, .� 3:12 Roof Slope @ 16' ox. 5-I6d 8-I6d 11-I6d 14-I6d GREATER 12 12 12 � W 4:12 Roof Slope @ I ox. 4-16d 6-I6d 8-I6d II-I6d each lop !�'�1 �4 5:12 Roof Slope @ 16" ox. 3-16d 5-I6d 7-I6d 9-I6d each lap 0 � ROOF RIDGE 7d2 Roof Slope @ 16" ox. 3-I6d 4-I6d 546d 6-I6d 9:12 Roof Slope @ I6" o.c. 3-16d 3-I6d 4-16d 5-I6d O 12:12 Roof Slope @ 16' o.c. 3-16d 3-I6d 346d 4-I6d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ceiling Joist Laps over Partitions (Face-noiled) Roof 5pon (Ft.) (IN POUNDS PER SQUARE FOOT) W z � TYPICAL DETAIL CM 20 28 36 H � U �j RIDGE STR,�P EXTERIOR HEADERS 3:12 Roof Slope @ I6" o.c. 5-I6d 8-I6d II-I6d 14-I6a USE LIVE LOAD Q o d 4:12 Roof Slope @ 16' o.c. 4-16d 6-I6d 8-I6d 11-I6d each lop N.T.S. N.T.S. 5:12 Roof Slope @ 16' ox. 3-I6d 5-I6d 7-16d 9-I6d each lop EXTERIOR BALCONIES GO � O 7:12 Roof Slope @ IV o.c. 3-I6d 4-I6d 546d 6-I6d 9:12 Roof Slope @ I o.c. 3-I6d 3-I6d 4-I6d 5-I6d DECKS 40 12:12 Roof Slope @ I ox. 346d 3-16d 3-I6d 4-I6d ATTICS WITHOUT STORAGE 10 Collar Tie to Rafter (Face-nailed) 6-8d per tie ATTICS WITH STORAGE 20 Blocking to Rafter (Toe-nailed) 2-8d each end ROOMS OTHER THAN SLEEPING ROOMS 40 N ROOF RAFTER Rim Board to Rafter (End-nailed) 2-I6d each end SLEEPING ROOMS 30 X 00 WALL FRAMING ( , 0 � Top Plate to Top Plate (Face-nailed) 2-16d' per Foot V N Top Plates at Intersections (Face-nailed) 4-I6d joints - each side Stud to Stud (Fore-roiled) 2-I6d 24" o.c. c Header to Header (Face-nailed) 16d IV ox. along edges TABLE R301.2(1) UCLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA SIMPLIFIED WALL SHEATHING a PRESSURE rir NAILING ZONES Top or Bottom Plate to Stud End-nailed 2-I6d per 2x4 stud GROUND TOP PLATE 3-Ibd per 2x6 stud SNOW SPEED WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM LOAD TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROSTLINE 4-I6d per 2x8 stud (MPH) EFFECTS REGION IDEE315 ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY a 25 P5F 130+ NO NO I B SEVERE 3'-O" MODERATE SLIGHT TO Bottom Plate or Floor joist, Bendjoist, MPH TO HEAVY MODERATE Endjoist or Blocking (Face-nailed) 2-16d ' T per foot FLOOR FRAMING Joist to Sill, Top Plate or Girder (Toe-noiled) 4-8d per joist n o I O Bridging to Joist (Toe-nailed) 2-8d each end 1 1 0 SIMPSON STRONG TIE H8 I Blocking to Joist (Toe-nailed) 2-8d each end 1 1/4" X 20 GAUGE STRAP W/ I Blocking to Sill or Top Plate (Toe-roiled) 3-16d each block (4) Sd COMMON NAILS ((5) 8d O I r o• COMMON NAILS IN GARAGE) INTO Ledger Strip to Beam (Face roiled) 3-I6d each joist Q THE ROOF RAFTER 4: (A) 8d I © I O Joist on Ledger to Bean (Toe-nailed) 3-8d per joist GLAZING PROTECTION FROM WIND—BORNE DEBRIS COMMONd NAILS ((5) S COMMON Bend Joist to Joist (End-nailed) 3-I6d per joist NAILS IN GARAGE) INTO THE WALL 4' I I Band Joist to Sill or Top PLote (Toe-nailed) 2-Ibd' per Foot STUD. l O5 01 O — ` NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF lv\J ROOF SHEATHING 74i" AND A MAXIMUM SPAN OF 8'-0" FOR EVERY WINDOW. PANELS SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, W1TH 0 Structural Panels 8d 6" EDGE/ 6' FIELD APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE F' a Diagonal Board Sheathing SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. S H QV D ETA I L 1'x6' or IN8' 2-8d each end f-1 WALL SHEATHING NAILING SCHEDULE INTO' or wider 3-5d each block FASTENER TYPE FASTENER SPACING CEILING SHEATHING W PANEL SPAN PANEL SPAN PANEL SPAN s Gypsum Wallboard 5d coolers 7" edge / 10" 2Y�" u6 wD. SCREWS Field S 61O" 4126' G.-S. /s'f m x 12" L. x 31- HR O' O.C. ANCO O BOLTS lN/ 5"x3" SO. 57L W ZONE 5 ZONE G WALL SHEATHINGASHER. Structural Penels see Simplified Wall lu' u (I'-O" FROM CORNERS) Sheathing Pressure E Nailing 2Y?" are WD. SCREWS 16" n6" n2" AS PER TABLE 4 FIELD Fiberboard Panels Zane this page.) 4" O.G. 8" O.G. 7/16' 8d 3" edge / 6" field �^ 25/32' 8d 3" edge / 6" field (� V 1 Gypsum Wallboard 5d cooler 7" edge / 10" Field INSTALL "SIMPSON STRONG-TIE" Hordboord 8d ) (see Simplified Wall FASTENERS AS NOTED I ? Sheathing Pressure E Nailing IN SCI_IEDULE ABOVE H-2.5 CLIPS Cm I6' O.G. W/5-8d NAILS ALL y2" EXT. PLYWOOD "ALL SHEATHING TO BE SECURED Particleboard Panels 8d Zones this page.) W1TI-I 6d COMMON NAILS- 2" x 11Y2" GA. - PATTERN AS INDICATED ABOVE. Diagonal Board Sheathing 1NO or I"X8' 2-8d per support WINDOW PLYWOOD AS NOTED I'AO' or wider 3-8d per support GLA55 2"X4" BRACE • LARGER SPANS FLOOR SHEATHING Structural Panels I' or less 8d b" edge / 12" field siL��N r COMPONENT AND CLADDING PRESSURE ZONES greater then I" IOd 6" edge / 6" field NUMBERS INDIATE NAILING ZONES Diagonal Board Sheathing O V VW or I"x8' 2-8d per support INN or wider 3-8d per support ROOF SHEATHING NAILING SGJ—IEDULE Nailing reirments are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing PLYWOOD STORM PANEL is nailed 3 on-center at the panel edge to obtain higher shear capacities, nailing recpirments for "SHUTTER" DETAIL r structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load path. r� ' When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1-I6d nail per foot. rTl W U ZONE I ZONE 2 ZONE 3 ZONE 4 wI FIELD • ... 8" O.G. 12" O.G. 3" O.G. 4" O.G. o EDGE ' _ •' 4" O.C. 6" O.C. 3" O.G. 3" O.G. NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN ALL 3112" EXT. PLYWOOD WALL SHEATHING TO BE SECURED WITH 8d COMMON NAILS- 2k2" x 10&" GA. - PATTERN AS FOREST AND PAPER ASSOCIATION (AF * PA) HOOD FRAME CONSTRUCTION MANUAL 0' INDICATED ABOVE. FOR ONE AND TWO FAMILY DWELLINGS, Igg5 SBC HIGH WIND EDITION, SECTION 2. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS � C^ti'� A13 REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL WALL-TO-FND. CONNECTIONS MEMBERS" - TABLE R-602.3 (I) OF THE RESIDENTIAL f� ,SPA �,9� CODE OF NEW PORK STATE. Q � N.T.S. O 1 0 I S O41 W Q� NOTE: PROVIDE CONTINUOUS LOAD PAT" FROr I RIDGE TO FOUNDATION. -- I 0 0 I I I I ------------ 01 O I I I I O I I 11 10.10.24 PERMIT SET N0.11 Date 11 Title O I O O O I-O REVISIONS: Drawn By: R 1"I M ROOF PLAN Date: 7/q/24 Drawing No.: I. 3 OF SHEETS