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HomeMy WebLinkAbout51389-Z 4af 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 #: 51389 Date: 11/18/2024 Permission is hereby granted to: Mark Kleine 570 Country Club Dr Cutchogue, NY 11935 To: Construct additions and alterations to an existing single-family dwelling as applied for to include proper egress. Premises Located at: 570 Country Club Dr, Cutchogue, NY 11935 SCTM# 109.-3-2.9 Pursuant to application dated 09/27/2024 and approved by the Building Inspector. To expire on 11/18/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $289.00 CO single Family Dwelling-Addition /Alteration $100.00 Total S389.00 Building Inspector TOWN OF SOUTHOLD — BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 1 1 97 1-095 9 Telephone (631) 765-1802 Fax (631) 765-9502 hM2s-// c)iutholdt mn . r x Date Received APPLICATION FOR BUILDING PERMIT For Office use Only PERMIT NO. LJ ! Building Inspector: E Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner, an Owner's Authorization form (Page 2) shall be completed. Y-I '' n --� Date: 91 Z OWNER(S) OF PROPERTY: Name: SCTM # 1000- — 2 Project Address: 05�7o GO'* z- --r-je Phone #: /cy � Email: il-A f,V—"--I" YA`l3L- G®V''l Mailing Address: CONTACT PERSON: Name: Mailing Address: - - Phone #: (,1- — �Z� Email: - , lL— • Gf�^'l DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address. Phone #: CONTRACTOR INFORMATION: Name: Mailing Address: Phone #: Email: - DESCRIPTION OF PROP SED CONSTRUCTION =New Structure Addition &Alteration =Repair =Demolition Estimated Cost of Project: =Other $ L n-y-, g g Will the lot be re-graded? =Yes No Will excess fill be removed from premises? OYes Ncs 1 PROPERTY INFORMATION Existing use of property: —`7' y, 4 P ��L�� i intended use of property: A4,1,,1 Zone or use district in which premises is situated: Are there any covenants ond restrictions with respect to this property'? E3Yes No IF YES, PROVIDE A COPY. fRIrCheck l3cm After Reading' The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town coda_ APPLICATION Is HEREBY MADE to the Building 0apartment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,Now York and other applicable Laws,Ordinances or Regulatlons,for the construction of buildings, additions,alterations or for removal or demolition as herein describad_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 buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 ofthe New York State Penal Law. Application Submitted By (print name): ; A. �. A , Authorized Agent Downer Signature of Applicant: Date: ��-����-- STATE OF NEW YORK) SS: COUNTY OFF '5� ' 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 Z� day of 20 Z''4 kd. 4, Notary Public MARIA PRIKAS GANLEY Notary Public - State of New York �. s NO_ 01PR5003706 E _. `IN Qualified in Suffolk County (Where the applicant is not the owner) My Cummission Expires Oct 19, 2026 I, 21irb.=--:1r`.24 residing atUac- Yr - ai:G'r�r h ia do hereby authorizers , � - 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 - N/F MUZINIC N 72os420,,� 0.9'w 0.9'S k LOT 31 00 ao 04 5� N M �95 266 86, LOT 32 Fib <c�` h 1.g SHED 0 FILTER a FIRE ! O PIT 4o LOT 2 t° v 46 4 MAS A Aj PATIO 16 W 44.7' jj Ar $FR ' ix but PERGOLA J ` ` - Rt0 l _ ! 1 } 11' s GATE EGRESS ', AC's Lo 1— °s . 2 STY °°, ° FR RESqcj #570 79.24' R/O FR �j DECK 4.1' O RIO O c� FR v DECK Lo O co ^ _ Z m o y 4u - BELGIAN BLOCK CURBS J MAS (21 EDGE APRON co S 54050'30"W R=300.00, OF 35.74' CO C,136 8 700 �t. UNTRY CHUB DRIVE LOT 26 ON ° "COUNTRY CLUB ESTATES" R=25.00' SITUATE AT CUTCHOGUE AREAq.Ft. =1 00AC L=41.30' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK FILED: OCTOBER 17, 1978, FILE #6736 CERTIFIED TO: MARK KLEINE BARBARA KLEINE FIDELITY NATIONAL TITLE INSURANCE COMPANY ©COPYRIGHT 2024 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS_ CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. SCALE 1"=40' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209-2 OF THE NEW YORK STATE EDUCATION LAW. SCTM 1000-1 D9.00-03.OG-002.009 DO NOT SCALE FENCES.OFFSETS SUPERCEDE. SURVEYED:JANUARY 5,2024 LAND SURVEY LONG ISLAND.COM WARD BROOKS LAND SURVEYOR 11 OCEAN AVENUE BLUE POINT, NY. 11715 (631 ) 576-7794 (631 ) 363-3179 WARDBROOKSO@GMAIL.COM FILE#11487 t s�c25 In q - 3 -�, GENERAL CONSTRUCTION NOTES: GENERAL FRAMING NOTES: MISCELLANEOUS CONSTRUCTION NOTES: GENERAL INTERIOR EXTERIOR STAIR NOTES: 1, 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 FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN BUILDING REQUIREMENTS AND THE NEW YORK S-ATE ENERGY CONSERVATION, DOUGLAS-FIR U2 (NORTH) WITH AN E- 1,600,000 PSI AND FB-575 PSI 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 c. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 3,' FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE. AND SPECIFICATIONS WHETHER OR NOT INDICATED. 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING 514ALL 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 - 7%" 2. ALL CONSTRUCTION WITHIN T'14E 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 SMALL 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 (W/O NOSING) - 10" FOREST AND PAPER ASSOCIATION (AFSAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I.S.C. MINIMUM NOSING PROJECTION - �/," MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM N051NG PROJECTION - It," CODE NOTES: SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - q/16" B. ALL CONTRACTORS SMALL BE LICENSED AND INSURED AS REQUIRED. 4. ALL PLYWOOD SMALL BE EXTERIOR GRADE (GDX) FIR UNLESS NOTED GENERAL FLASHING AND CAULKING NOTES: BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST 4, ALL PLUMBING, MECHANICAL AND FUEL GAS WORK 514ALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH O S 8z THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND THE SOIL OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTE AND PAPER ASSOCIATION (AF PA) WOOD FRAME CONSTRUCTION SHALL BE 1NSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD 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--I PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE, VERTICAL SURFACES. I. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL O 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF B. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS S. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWI5E. PROVIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301,5 C, DESIGN CRITERIA: _ HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. [� CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS �4 SPECIFICATIONS. LIVE LOAD 40 PSF: tY 2. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING 6. PROVIDE SOLID BLOCKING OR IX3 CRO55 BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: � 6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED . 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" BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-O O.C. WHICH EVER IS LESS. ROOF SNOW LOAD 25 PSF: 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 BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. 7 PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND THEIR TRIM. OTHERWISE. WIND LOAD 130 MPH Z 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.G. VERTICALLY UNLESS S. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR W CONDITIONS AND DIMENSION WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. U SMOKE ALARM NOTES: H C4 DIMENSIONS WORK. 8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY B. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL SQUARE FOOTAGES: m � I, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS, RELATE TO ALL MATERIALS„ MECHANICAL, ELECTRICAL, PLUMBING FINISHES, CONCENTRATED LOADS AS REQUIRED. GENERAL WALL BOARD NOTES: W o. ONE IN EACH SLEEPING ROOM, x a HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE, I. PROVIDE " GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUT5IDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE �a q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT VICINITY OF THE BEDROOMS. Q q. ALL MATERIALS AND PRODUCTS SMALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING NEW FIRST F►OOR 78 S.F. 0t GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL � l 00 THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. v N MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE. IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE x � MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. " ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SMALL ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE % CEMENT BOARD AT ALL NET AREAS WALLS, CEILINGS, DECKS Q kn 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 W cq cq LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. ZONING CLASSIFICATION: o OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR 51ZE AND USE UNLESS B. 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 SMALL BE INTERCONNECTED IN SUCH A MANNER THAT M PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE ZONE - R40 II, THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, 'll. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER w METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(1) 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 S AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES. PROGRAMS IN CONNECTION 441TH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. B. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE S. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD 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 DRAWINGS AND SPECIFICATIONS. THE ARCHITECT I5 NOT RESPONSIBLE FOR THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. BASEMENTS. CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE 13. ALL DECK JOISTS SHALL BE AGO AT 16" O.G. AS PER PLAN. GENERAL GARAGE NOTES= DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. LIST OF DRAWINGS � GENERAL EXCAVATION * BACK FILLING-. NOTES: 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC PROVIDE ASPHALT ROOF SHINGLES WITH ::30 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SMALL HAVE A MINIMUM OF A %. HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM 1. 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 >-I 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 IWITH STABLE MOISTURE CONTENT AND NON-SHIFTING SHEET Al GENERAL NOTES Z WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE, rT, W AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION, O THE DRAWINGS AND SPECIFICATIONS WITH AN A55UMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION 4 HEATING NOTES: SHEET A2 FOUNDATION PLAN / w CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE SOLE RESPONSIBILITY OF o. PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4' EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. ENERGY NOTES: FIRST FLOOR PLAN ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING I6. 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 W15 KNOWLEDGE BELIEF IIu��J NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SMALL NOT START SHEET A3 ELEVATIONS / SECTION o. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION SMALL 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 LE55 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 I6" O.G. WITH BATT INSULATION PER SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY NEW YORK STATE, y PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE GOATS. SHEET A4 CODE PAGE (^,\ RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2. ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND 514 b. EXTERIOR WALLS- NOTCHING AND BORING.ALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS 2 THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE . 1. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS - w 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. OF THE STUD LENGTH SMALL NOT EXCEED 25% OF THE STUD DEPTH, 2. ALL BACK FILL SMALL BE CLEAN GRANULAR FILL BROUGHT TO THE 11, BORED HOLES SMALL NOT EXCEED 40% OF THE STUD DEPTH AND 3. THE DE51GN OF ALL WVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE W GENERAL GLAZING NOTES: SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND W15 CONTRACTORS REQUIRED HEIGHT, THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS - J B. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLE5 SMALL NOT EXCEED 60% OF THE I. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST 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 HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES PREVENT DAMAGE TO THE (WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III, NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CROSS SECTION HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE TEST 2 ASTM E TIA AND OF ASTM E YORK AND RUNLE1.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER. V1 W CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK, C. PROVIDE 2x4 STUDS AT I6" O.G. FOR ALL EXTERIOR WALLS UNLESS NOTED W OTHERWISE. BY EXCEPTION TO R301.2.1.2. 4, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF 4. ALL EXCAVATIONS FOR CONCRETE PIERS AND FDOTINGS 514ALL BE A d. PROVIDE 2x4 STUDS AT IW O.G. FOR INTERIOR WALLS UNLE55 NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET O rho MINIMUM OF 3'-O" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2015 u �•J e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2, ALL GLAZING SHALL MEET THE REQUIREMENTS OF R3OB 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 r YYY��T---III 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. DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR J015T ON GENERAL EMERGENCY ESCAPE 4 RESCUE NOTES: GENERAL SWIMMING POOL, HOT TUB * SPA BARRIER NOTES: BOTH SIDES OF THE HEADER. 1 EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL. GENERAL CONCRETE NOTES, In. LINTELS 514ALL NOT BE LESS THAN. BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE ALL SWIMMING POOLS, HOT TUBS AND SPAS 514ALL BE PROVIDED WITH BARRIERS AS PER I. THREE 20015 FOR SPANS UP TO T-O" REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED 1. LOCAL SOIL CONDITIONS RIND/OR LOCAL PRACTICE MAY NECESSITATE II, THREE 20215 FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS A MORE STRINGENT FOOTINNG AND FOUNDATION WALL DESIGN. CONSULT WITH I. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-B" ABOVE THE THE CODE REQUIRES. �I 2. �1�1 THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE PRESSURE IS 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 36? BELOW GRADE ON TO A FIRM j, MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL o. 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 LESS THAN 5.7 SODUARE FEET B. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS I, (1)-2x6 (FLAT) FOR UP TO T-O" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24". 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" ��RED ARCy/� SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE I" ADVANTEGH" PLYWOOD SUB-FLOOR TYPICAL. 3. PLANS WITH *15 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR ZC/ WALL CROSS SECTION. I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET. TO WALL WITH Y2"0 DIAMETER CARRIAGE BOLTS AT I2" O.G. STAGGERED. TECO ALL 4 �4' * e yr 4. (2)-2x6 AGO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL JOIST TO LEDGER BOARD. W, . HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE 5. ge"m DIAMETER X I6" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM m. PROVIDE GIRDER PER PLAN ON 3Y2"O DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. CONCRETE FOOTING A5 PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. 6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. 7. DAMP S WATERPROOF FOUNDATION WALL WITI-1 SPRAY-ON WATERPROOFING BY RUB-R-WALL OR EQUAL. 8. FIN15H SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON UNDI5TURBED SOIL 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 3,000 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 q.26.24 PERMIT SET THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL No.11 Date Title AIR CONTENT SHALL NOT BE LE55 THEN 5% AND NOT MORE THEN 7% OF THE REVISIONS: CONCRETE VOLUME. 10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. Drawn By: 11. ALL CONCRETE WORK 514ALL BE IN ACCORDANCE WITH THE LATEST ACI 318 AND A5TM C1157 REQUIREMENTS. Date: q/24/24 12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615 GRADE 60. Drawing No.: 13. CONSTRUCTION JOINTS IN THE CONCRETE SMALL NOT BE PERMITTED WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK STATE LICENSED ENGINEER. IA. ALL STEPPED FOOTINGS SMALL NOT BE GREATER THAN (1) VERTICAL/ (2) Al HORIZONTAL. LOF -4 SHEETS IJ r - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- mo OLD SITTING z" ROOM a 0 WW i O zx o SD O U� m "- Q o ¢ I I 5Y211 a 3' 8" 8'-I0y2" Q QI ¢ o U 00 UP I (0 I I I _ry DESK ►�1 u N I/ 00 L I UP 5� X- 7'—:Z 21' '-411 F—I o Cl, j kn W I "^ PWD J �/ 5611 a WAV. W.G. / s EX. 4"m STL. COL. ON 30"x30"xl5" THK. P.G. FTG. _ N = —___— Q r (3)s:5 RE-BAR E.W. J l'J x f-- UNDER POINT LOAD FROM ABV. x W NICHE Z ( r•�,• r J-�--- W DN o Y n d L w I _ - "o R'iASTE L —I— J I I I �— EX. F.J. _ - - — I BA 1 0 I 2 4-° w W o EX. F.J. (VERIFY) = i1�j" EX. F.J. EX. F.J. EX. F.J. VERIFY I = 6 (VERIFY) I NOTEe 5'-5y2" V I 101-10y211 S I O (VERIFY) (VERIFY) (VERIFY) I x � ONCE CEILING IS OPENED I ( x UP, NOTIFY ARCHITECT TO s ° � I I RAIN HEAD 1� v VERIFY W I VERIFY EXISTING CONDITIONS e a (VERIFY) N J AS RED'D ADJUSTAND STRUCTURE - —————— U I I PKT. (L - - I _Is �� 117 �� FLUSH H- - - X IIr - - - - - - - - - - - - - - - - - —911- x .� (2) /4 x /B L.V.L. LUS DR. ul I J (3)-I /4 xll /e L.V. Lu O rT1 W I W EXIST. WALL = 0 w TO BE REMOVED i (VQ� ui � I-W ('4 VERIFY ALL4r� — W I III \ CONDITIONS II J I ^ UNEXCAVATED III 3 I H EX I ST I NG I I I MASTER 2' P.C. RAT SLAB W/ 6X6, •� BASEMENT 10/10 W.W.M. ON � COMPACTED FILL TJlxll7/B" F.J. I I > OPEN TO BEDROOM I I F w J J ABOVE W I I �� F.P. � ,� 1 5'-4" 8 I x EX. F.J. v EX. R. I VERIFY ALL VERIFY ALL - p I (VERIFY) Z I 3 (V I ) CONDITIONS CONDITIONS I I 1 ^ In r 2*4 REBAR-18" LONG I I VERIFY ALL CONDITIONS I I TOP BOTTOM EXIST. WALL 41 DRILL INTO EX. �` TO BE REMOVED FND. 8 EPDXY A3 I a" SET MIN. OF 6" L —I— J INTO(FND.)WALL I N• I W lcl'_0n I I ° y2 2Wuj Nff ti 0orcq — - EX. EX. TW2652 ` ,P 7 EX. ROOF :_1011 �—TO REMAIN EXIST. 6i_OII E AR�y I LEGEND EXIST. ro —o ��`�,1`P�D I II NOTE= TYPICAL FDN. CONST. I Q Q\ VERIFY ALL EXISTING CONDITIONS AND CLEARANCES 8"x3' P.C. FDN. WALL W/ I q , EXISTING WALL (2)-=5 RE-BARS TSB • EXIST DECK PRIOR TO CONSTRUCTION. NOTIFY ARCI--IITECT OF DISCREPANCIES. (2)_2"x6" TREATED SILL i— AS NOTED NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. SILL SEALER PROPOSED NALL TERMITE SHIELD 5/6"m x 12" ANCHOR BOLTS w/ 2"X2" STL. C - - _ _ _ NALL TO BE REMOVED � I Q WASHER P 33" O.G. WATERPROOFING 8"xl6" P.C. FOOTING W/ (3)U5 RE-BARS FIRST FLOOR PLAN FOUNDATION f LAN SCALE: Y41' -O" NEW ADDITION AREA: 78 S.F. SCALE: YV m 1'—O" 2 q.26.24 PERMIT SET I q.25.24 REVISED NOTE: o.11 Date 11 Title REVISIONS: VERIFY ALL EXISTING CONDITIONS AND CLEARANCES PRIOR TO CONSTRUCTION. NOTIFY ARCI-IITECT OF DISCREPANCIES. Drawn B NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Y RMM Date: q/24/24 Drawing No.: OF Q- SHEETS 0 u MO C, w � v O � w w z � wz I� u Q � o 00 �a a � EX. LLx . c" X 00 L11 Ell O t? EXISTING ROOF - r� TYPICAL SIDING J I GREY CEDAR SIDING • • EXISTING EEX. EX. EX. EX. EX. 2 5 TO MATGI-I EXISTING HOUSE HOUSE �) EX. EX. EX. EX. �TO I� CRAW LSPACE I V 1 RJEAR ELEVATION (NORTH ) S t , i 1 11 - - - - GALE /4 Il I —O - - - - - � rT1 ADDITION EXISTING 14OUSE�) rT1 � w w O � � W � Ek R EX. G.J. R' '-0" U Ex. F.J. T.O.P. _ TYPICAL SIDING LA��7II N GREY CEDAR SIDING Ex, EX. EX. HDR. TO REMAIN TO MATCH EXISTING HOUSE (VERIFY) SEDR M = w EXISTING = ROOF TJI 36Q Iil�/B" F.J. +++ 16'I I G TYPICAL EXT. WALL CONST. 3/4" PLI�C�. SBFLR. CEDAR SHINGLES ALII N S-3 (TO MATCH EXISTING) I I I AS IST. FLR. 302e BLDG. FELT UNDERLAYMENTr `'/e" EXT. PLYWD. SI-IEATNING ter` E E S E E EX. F.J. 2"xG" STUDS V 16" O.G. T.O.F._ R-21 KRAFT FACED FIBERGLASS 21 5TV 21052U Li r UNEXGAVATED _ ®F N GRADE gATT INSULATION y � EX. ?" P.G. "RAT" SLAB 0 Z ,r W/ 6X6, 10/10 W.W.M. ON III— 1 - m COMPACTED FILL I III 1- m T.O.F. EX. I— EXISTING COMPACTED FILL BASEMENT TYPICAL FDN. CONST. 8"x3' P.G. FDN. WALL W/ (2)—st5 RE—BARS TtB I CRAWLSPACE (2)-2"xG" TREATED SILL Fe AS NOTED SILL SEALER - - - - - - - - - - - � TERMITE SHIELD .J 2 q.26.24 PERMIT 5ET /e 0 x 1211 ANCHOR BOLTS W/ 2"X2" STL. I I q.25.24 REVISED WASHER P 33" O.G. WATERPROOFING o. Date 11 Title WxIG" P.G. FOOTING W/ I REVISIONS: (3)as5 RE-BARS /� Drawn By: EXIST. ADDITION LEFT ELFEVATION (��ST) p-li ADDITION SCALE= I/4"—V-0" Date: q/24/24 rA' BUILDING SECTION Drawing No.: SCALE: %4"= 1'—O" OF SHEETS RIDGE TENSION STRAP 16" O.C. NAILING SCHEDULE BY SIMPSON STRONG TIE 1 1/4" X 15" 20 GAUGE WITH INSTALL 'SIMPSON MINIMUM ROOF LIVE LOADS (4) 8D COMMON NAILS EACH SIDE STRONG TIE" L5TA FROM TABLE 2 OF TWE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE S TIES @ EA. END WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS CIN POUNDS-FORCE PER SovARe Poor oP HORIZONTAL PROJECTION) 1 OF HDR. FOR ONE- AND TWO- FAP•ILIY DWELLINGS 2015 EDITION TRIBUTARY LOADED AREA IN SQUARE FEET 0 O JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING FOR ANY STRUCTURAL ROOF RAFTER 0 16' O.G. HEADER AS NOTED MEMBER O N RAFTER FRAMING O TO 201 TO OVER o DOOR OR WINDOW Q Rafter to Top Plate (Toe-roiled) ROOF SLOPE 200 600 600 000 AS NOTED Wall height 8 Ft. 3-8d?# ?$ per rafter FLAT OR RISE LESS THAN 4 INCHES PER FOOT Wall height q - 10 Ft. 4-8d?# ?$ per rafter ROOF RIDGE Ceiling Joist to Top Plate (Toe-noiled) (1i3) 20 I6 16 O Wall height 8 Ft. 3-8d?# ?$ per joist RISE 4 INCHES PER FOOT (1.3) TO LESS Wall height q - 10 Ft. 4-8d?# ?$ per joist THAN 12 INCHES PER FOOT (111) 16 14 14 Ceiling Joist to Parallel RoFter (Face-nailed) Roof Spin (Ft.) ° RISE 12 INCHES PER FOOT (III) AND 12 20 28 36 GREATER 11 12 12 12 3112 Roof Slope @ 16" o.c. 5-16d 8-16d II-16d 14-16d M _ 4:12 Roof Slope @ 16' o.c. 4-16d 6-16d 8-16d II-16d each lop � -� S R I DG�E STRAP 5.12 Roof Slope @ 16' o.c. 3-I46d 5-16d 7-16d q-16d each lop W ~ Q 7112 Roof Slope @ 16' o.c. 3-I6d 4-16d 5-16d 6-Ibd MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS �4 N.T.S. q:12 Roof Slope @ 16" o.c. 3-I6d 3-16d 4-16d 546d O C.) 12,12 Roof Slope @ I o.c. 3-16d 3-16d 3-I6d 4-16d Cuv POUNDS PER SOUARE FOOT.) E"� 3 Ceiling Joist Laps over Partitions Span (Ft.) Us (Fore-noiled) 12 20 28 36 USE LIVE LOAD Lla [Wr z TYPICAL DETAIL CM 3:12 Roof Slope @ 16" o.c. 5-I6d 8-I6d II-I6d 14-I6d W ROOF RAFTER EXTERIOR HEADERS 4,12 Roof Slope @ 16" o.c. 4-16d 6-16d 8-16d II-16d each lop EXTERIOR BALCONIES 60 �-{ � U 5:12 Roof Slope @ 16" o.c. 3-I6d 5-16d 7-I6d q-Ibd each lop DECKS 4O Q Q N.T.S. 7d2 Roof Slope @ I o.c. 3-16d 4-I6d 5-16d 6-16d - 0 O q:12 Roof Slope @ I o.c. 3-16d 3-16d 4-16d 5-I6d ATTICS WITHOUT STORAGE 10 CYa 12d2 Roof Slope @ I o.c. 3-16d 3-16d 3-16d 4-16d ATTICS WITH STORAGE 20 Collar Tie to Rafter (Fore-nailed) I 6-8d per tie ROOMS OTHER THAN SLEEPING ROOMS 40 d Blocking to Rafter (Toe-noiled) 2-8d each end SLEEPING ROOMS 30 a Rim Bard to RoFter (End-noiled) 2-I6d each end ) N TOP PLATE v 6/e"m x 12" L. x 3'-0" O.G. ANCHOR WALL FRAMING N BOLTS W/ 3"x3" SO. STL WASHER. X o0 (1'-0" FROM CORNERS) Top Plate to Top Plate (Foce-noiled) 2-16d?l per foot Q AS PER TABLE 4 Top Plates at Intersections (Fore-noiled) 4-I6d joints - each side Cc M TABLE R301.2(1) O icV Stud to Stud (Face-nailed) 2-I6d 24' o.c. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA Header to Header (Face-nailed) Ibd 16" o.c, along edges ►--� ci GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM SNOW Top an Bottom Plate to Stud (End-noiled) 2-I6d per 2x4 stud LOAD SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROSTLINE INSTALL "SIMPSON STRONG-TIE" (MPH) EFF SIMPSON STRONG TIE MTSI2 ECTS REGION DEBTS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY 3-Ibd per 2x6 stud H-2.5 CLIPS @ 16" O.C. W 4-Ibd per 2x8 stud/5-Bd NAILS 25 PSF 130+ NO NO I B SEVERE 3'-O" MODERATE SLIGHT TO .o 1 1/4" X 16 GAUGE STRAP W/ MPH TO HEAVY MODERATE (4) Bd COMMON NAILS ((5) 8d COMMON NAILS IN GARAGE) INTO Bottom Plate or Floor joist, Bandjoist, THE ROOF RAFTER 4 (4) 8d Endjoist or Blocking (Face-nailed) 2-16d ?l ?@ per foot COMMON NAILS ((5) 8d COMMON NAILS IN GARAGE) INTO THE WALL FLOOR FRAMING STUD. Joist to Sill, Top Plate or Girder (Toe-noiled) 4-8d per joist Bridging to Joist (Toe-noiled) 2-8d each end Blocking to Joist (Toe-nailed) 2-8d each end Blocking to Sill or Top Plate (Toe-nailed) 3-I6d each block GLAZING PROTECTION FROM WIND—BORNE DEBRIS ►12 DETAIL Ledger Strip to Beam (Face nailed) 3-I6d each joist KS2 MTV�. Joist on Ledger to Beam (Toe-noiled) 3-8d per joist N,T.S, Bond Joist to Joist (End-noiled) 3-Ibd per joist NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF Bond Joist to Sill or Top PLote (Toe-nailed) 2-I601 per foot 74." AND A MAXIMUM SPAN OF W-O" FOR EVERY WINDOW. PANELS SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE O W SHALL BE PROVIDED IN ACCORDANCE WITH T14E CHART BELOW. Structural Panels 8d 6" EDGE/ b" FIELD U1\ Diagonal Board Sheathing rW ' . . I"xb" or I"%$' 2-8d Each end FASTENER TYPE FASTENER SPACING U ' I'xlO' or wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN T/1 U) ' CEILING SHEATHING 2 >ab I-4r SCREWS 6' B' ° INSTALL "SIMPSON STRONG-TIE" °0 '." k'" 16" 12" a" o M5TA36 STRAPS LED16" O.C. ° Gypsum Wallboard 5d coolers 7' edge / 10" field SECURE WITH 26- IOd NAILS " '0 2Y =B WD. SCREWS O WALL SHEATHING 2" I6" 16" 12" see Simplified Wall Structural Panels Sd sheathing Pressure t Nailing Fiberboard Panels Zones this page.) [J 7/16' 8d 3" edge / 6" field [---� 25/32' 8d 3" edge / 6" field FASTENERS AS NOTED Q O IN SCHEDULE ABOVE ° �� WALL—TO—FND. CONNECTIONS Gypsum Wallboard 5d cooler 7" edge / 10" Field Hardboard $d (see Simplified Wall / N.T.S. Particleboard Panels Sd sheatZt�Pthis pNe)tlantng SO WINDOW PLYWOOD AS NOTED Diagonal Board Sheathing GLASS 2'X4' BRACE • LARGER SPANS 01 I"x6" or IN 8, 2-8d per support INN or wider 3-8d per support FLOOR SHEATHING WINDOW (L z SIMPLIFIED WALL SHEATHING Structural Panels SILL Tn Q PRESSURE kt NAILING ZONES I" or less 8d 6' edge / 12" field w greater than I" IOd W edge / W field W J (� o t ,V n Diagonal B�"GSheathing oI"x8' 2-8d per supportM ,c Ix0 or wider 3-8d per support PLYWOOD STORM PANEL "SHUTTER" DETAIL r l o ?l Nailing regyirments are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathin ,.r.. is nailed 3" on-center at the panel edge to obtain higher shear capacities, Walling regyirments for r l ° structural members shall be doubled, or attemate connectors, such as shear plates, shall be used to0. maintain the load path. ?@ 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. 0 ° I I OI a, NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN —J 1"ISTA3G DETAIL F- i I FOREST AND PAPER ASSOCIATION (AF 4t PA) HOOD FRAME CONSTRUCTION MANUAL A4 N.T.S. 15O 5OI FOR ONE AND TWO FAMILY DWELLINGS, IggS SBC HIGH WIND EDITION, SECTION 2. WALL 54-4EA744ING NAILING SCHEDULE �SBED aflRcti% Q� P Al. -1y INSTALL "SIMPSON STRONG-TIE" ZONE 5 ZONE 6 Q �, ,x A 14-6 TIES P 16" O.C. W/8-Sd NAILS ,f* H6 a ' FIELD 4" O.G. 8" O.C. �'u�P '� "°'•':._- is W: ,i 9' V.T.R. I H6 o INSTALL "SIMPSON STRONG-TIE" EDGE ROOF LTP4 ANCHORS @ 16" O.G. W/ 3" O.G. 4" O.C. 12- 8d NAILS ALL k2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED I vll I j� p WITH Gd COMMON NAILS- 2" x II%2" GA. - PATTERN AS - -- ?• INDICATED ABOVE. o sie"m x 12" L. x 3'-O" O.G. ANCHOR 2ND FL. BOLTS W/ 2"x2" SQ. 57L WASHER. BP (1'-0" FROM CORNERS) LTP4 AS PER TABLE 3.2A 4: 3.25 � J 2'r2'I 21 2' LTPA COMPONENT AND CLADDING PRESSURE ZONES I Ay NUMBERS INDIATE NAILING ZONES �Ln.j Ik. v IST FL. s, ROOF SHEAT"ING NAILING SG4-4EDULE 2 9.26.24 PERMIT SET 9' BASEMENT No. Date Title ZONE I ZONE 2 ZONE 3 ZONE 4 REVISIONS: C.O TO EXISTING SANITARY SYSTEM FIELD I• X.W.C.I. Drawn By: 8" O.C. 12" O.G. 3" O.C. 4" O.C. (e,_>�4FLR. —TO— FND. CONNECTIONS EDGE 4" O.C. 6" O.C. 3" O.C. 3" O.C. R 1"i 1"f 4 N.T.S. Date: ALL 312" EXT. PLYWOOD WALL SHEATHING TO BE SECURED PLUMBING RISER DIAGRAM q/24/24 WITH 8d COMMON NAILS- 2k2" x IOy." GA. - PATTERN AS INDICATED ABOVE. NOT TO SCALEDrawing No.: NOTE: PROVIDE CONT 1 NUOUS LOAD PATI—I FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL FROI"I RIDGE TO FOUNDATION. MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL CODE OF NEW YORK STATE. OF .4 SHEETS