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HomeMy WebLinkAbout51850-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#: 51850 Date: 04/21/2025 Permission is hereby granted to: Steven Florio 465 11th St Brooklyn, NY 11215 To: Construct interior alterations to an existing single-family dwelling as applied for to include a partial finished basement and gas fireplace per manufacturers specifications. Premises Located at: 1150 Bayview Ave, Greenport, NY 11944 SCTM#52.-5-48.1 Pursuant to application dated 03/13/2025 and approved by the Building Inspector. To expire on 04/21/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $657.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $757.00 Building Inspector C9 p,'J'aX"d^ryp,N TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 q Telephone (631) 765-1802 Fax (631) 765-9502 https://www.,,;out,holdto,wnriy.g.ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only � ��o� PERMIT NO., 5 Building InsPector� Applications and forms'must befillied out in,their entirety Incomplete � ,Oe ap'lication5 will not be accepted." here 1t a Applicant is not the owner,an a � Owners Authorization form(P,age 2)shall be completed. �o ! Date:03/11/25 OWNERS)OF PROPERTY: Name:Steven and Alicia Florio SCTM#1000-52-05-48.1 Project Address: 1150 Bayview Avenue, Southold, NY 11971 Phone#:908-403-8156 Email:aliciastarkey@mac.com Mailing Address:1150 Bayview Avenue, Southold, NY 11971 CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION []New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $20,000 Will the lot be re-graded? ❑Yes 1@No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential I Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes I�No IF YES,PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as Provided by chapter z36 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, York and other applicable laws,Ordinances or Regulations,for the construction of buildings, New PP additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, houses code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section Z10AS of the New York State Penal law. Application submitted By(p anne) AMP Architecture @Authorized Agent ❑Owner Signature of Applicant: — Date: �I It I ZS STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (5)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this I day of dV �r I 20 2-5 DARCEE AUFpENANGER *4o Public NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01A00019644 i Qualified in Suffolk County � l II Co mmission Expires J here the applicant is not the owner) F residing at 1150 Bayview Avenue Southold do hereby authorize AMP Architecture to apply on my behalf to the Town oo uthold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 51 '�'5 D s SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION - E / ® PROPOSED ACCESSORY STRUCTURE Q ® PROPOSED 2ND STORY W F Ln Lu J cu cy) Q 4-' CV � C � O EXIST. 5' HICH CHAIN ��.: i �. _a` 9 �' LINK FENCE ON .cu PROPERTY LINE cmO e X 100.00' 537°30'00"E r ' 0 O m C4 .+f + 0 Ln lip ' Q 0 o ' EXIST. 20'x24' 5U5.JEGT i='R0 =ERT1' I, EXIST. IN-GROUND li EXIST. 4'x4' PATIO SWIMMING GONG. PAD POOL w/ POOL i FOR POOL ^'. SAFETY i T p ! N t7 COVER EQUIPMENT i EXIST. 5' U EXIST. GLEAN L , n1 • — OUT � SEPTIC - - - I� HIGH CHAIN `` ` ' �' :�.„ :� W a LINE p� i LINK FENCE PROP. I Y i 'LL EXIST. BILCO WINDOW 6 O' 35' REAR ;' • r ENTRANCE f WELL I YARD SETBACK . 12.5 EXIST. 5' HIGH CHAIN p = EXIST. ND. N DECK LINK FENCE ON ' EL.=8.5' i EXIST. ` PROPERTY LINE i O OUTDOOR L.OGAT I ON MAP 15' SIDE i 27.6' SHOWER UPON YARD r-: E '=e li EXIST. DECK 5ETBAGK SCALE: NTS Q I EXIST. I STRY WD. FRAME 12•L5 I EXIST. L.P. FUEL 1 d DWELLING (4 BEDROOMS) RO O . TANKS i I� N (V I EXIST. 4' HIGH UNDERGROUND 12.0' N PICKET FENCE FUEL LINE GARAGE EL. = g.4' N 10, BIDE rj-QQ ,QQ PROJECT LOCATION & SCOPE 21'3 It YARD - PROFOSED INTERIOR BASEMENTD W RENOVATION AN NE SITE PLAN & ZONING DATA 2 ke? m m 13.q' 15.4' 5ETBAGK E I REFLAGE W/ BLUE THROUC H ROOF EXIST. 4' HIGH EL.=8.8' PICKET FENCE I oL� I i EXDEGKD I �-QQ2 ,QQ GENERAL NOTES EXIST. WATER EL.=81.3' I I I EXIST. SUPPLY LINE COVERED ENERGY TABLE I I PORCH I STRUCTURAL DESIGN CHARTS EXIST. OVERHEAD FROE�T �A7A : ELECTRICAL EXIST. -®Q�,QQ HOLDOWN, ANCHOR BOLT, WIRES - - - I ASPHALT DR WAY PROJECT / ZONIN0 DATA STRAPPING, & NAILING DETAILS FASTENING SCHEDULE 55' FRONT TAX MAP # 1000-52-5-48.1 p� I Z 5ETBAGK ONING DISTRICT R-40 / NG o w o PROPOSED DEMOLITION PLANS O LOT AREA 0.5 ACRES OGofO - MAIN DWELLING #Z-4674; JUN. 20, 11-I2 oN i GofO -ADDITION #Z-52410; JUN. Ig, 200-7 A- 102 .00 PROPOSED FOUNDATION PLAN v Z I I GofO -ADDITION / ALTERATION #40155; JAN. q, 20101 w 403,80 EL.-7.5 I EL.=8.0' 0) I00.00' SUFFOLK COUNTY HD APPROVAL O6/23100 4 BEDROOM v PROPOSED FIRST FLOOR PLAN j EXIST. N570 50 00 W FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 280-4 WATER EXI5TIN5 EXISTING I CONDITIONED GROSS METER SPACE AREA EDGE OF PAVEMENT Lu FIRST FLOOR AREA 1,154 S.F. 1054 S.F. �-�Q � ,QQ PROPOSED EXTERIOR ELEVATIONS a ---------------- ---- -----'--------\-/------I-`-I ----/---\-/------ I-------------------- 5 A Y V E J/�I A V E I�l U F_ AREA TOTALS 1,154 S.F. 1,654 S.F. PROJECT: I EXIST. WATER MAIN I PROPOSED PROPOSED CONDITIONED GROSS SPACE AREA BUILDING SECTIONS FLO R 10 -�O I .00 I BASEMENT AREA 814 S.F. O S.F. DESIGN DETAILS o RESIDENCE FIRST FLOOR AREA 1,154 S.F. 1054 S.F. AREA TOTALS I,g48 S.F. 1,654 S.F. SITE FLAN 1150 BAYVIEW AVE. SOUTHOLD, NY 11971 SCALE: 1" = I5'-0" DRAWING TITLE: PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA PAGE: v G-001m00 DATE: 03/06/25 1 OF S SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S 51TE PLAN 8 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS 517E PLAN 15 TO THE ARCHITEGT'5 BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED e y=" • "t FROM A SURVEY DATED MAY 8, 2021 AND PREPARED BY: KENNETH M WOYGHUK LAND SURVEYING KENNETH M. WOYGHUK •-• N.Y. STATE LAND SURVEYOR P.O. BOX 155 AOUEBOSUE, NY 11g31 TELEPHONE: (651) 2g8-1555 CARPENTRY WOOD FRAMING MATERIAL STANDARDS NOTES $ 5FEG I F I GAT I ONS I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 4 BETTER (Fb = 6 15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE ABBREV I AT I O'�I S UCTION DOCUMENT OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I `�✓ EN IT CAN BE SHOHN, D THE ITY HAVINO TOBE HER AT IS THE OALLLTIIMES. IT RESPONSIBILITY HE CONTRA CONTRACTOR'S RESPOTO KEEP THIS SIIBILITY TO READ AL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BYHEXPERIENCE, MODELINGNOR TE TANG BY AN APPROVED TAE3LF_ R501 .1 3O I .1 BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH HE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR a GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS BFE BASE FLOOD ELEVATION INT. INTERIOR Q 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT Q GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BLDG. BUILDING K KIPS (I000 L55) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS - LLJ APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). 5TRUGTURAL MEMBER ALLOWABLE gM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS W 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR DEFLECTION -j co 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL 50LID-SAWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF MAX. MAXIMUM Q }, ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, RAFTERS HAVING SLOPES SREATER THEN 5/12 cv STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL L/180 BOT. BOTTOM MEGH. MECHANICAL •� Lo FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS 5. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH 1.5. B.O.W. BOTTOM OF WALL MIN. MINIMUM O r- Q AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, INTERIOR WALLS 4 PARTITIONS H/I50 - >: C9 U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM-OF Ig88 i 4. ALL UNNOTED OR NON-VISIBLE EA5EMENT5 ARE THE RESPONSIBILITY INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED z O OF THE OWNER/BUILDER "I. ALL BEAMS, OIRDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY FLOORS 4 PLASTERED CEILINGS L/360 COL. COLUMN NYC, BG NEW PORK CITY BUILDING GODS O O N WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE a- •(IS 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 5. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. 6RADICAN LUMBER SHALL STANDARDS EASILY D 5OR EC HABLENT. THE OR ALL OTHER STRUCTURAL MEMBERS L/240 CONT. CONTINUOUS O.G. ON CENTER x N SHALL THEEHO CLARIFIED WITH THE ARCHITECT/ENOINEER BEFORE PROCEEDING q ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AOENCY WHICH COMPLIES WITH THE O Q O � ' 1 P T, REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. EXTERIOR WALLS W/ PLASTER OR 5TUGG0 FINISH H/360 DBL. DOUBLE EGG. OCCUPANCY Q m •4- C9 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION O.H. OVERHANG O N p cu UNLESS APPROVED BY THE ARGHITEC:T/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 DIMENSION O 6 DIM.ON PAGE -003. GENERALLY, SHEATHING I5 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A 1 q0.1 STRUCTURAL GLUED LAMINATED Q r- a 2 b "f. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. PBFE PRELIMINARY BASE FLOOD ELEVATION BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 D.J. DECK JOISTS P. GONG. l POURED CONCRETE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51N6 PREFABRICATED 8. DRY WELLS AS REOUIRED BY STATE AND LOCAL GORES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 EA. EACH PL. PLATE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING n , cf. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 0-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 ELEV ELEVATION PLYWD. PLYWOOD W DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL STRUCTURAL DESIGN LOADS . 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EQUIP. EQUIPMENT P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY' OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTSDEAD LOAD AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES USE LIVE LOAD EXIST. EXISTING REQ'D REQUIRED AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOJT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXT. EXTERIOR Rl RISER 4-d PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPEGIFIGATION FOR EVALUATION OF EXTERIOR BALCONIES 40 psf I5 psf 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE U GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS F.A.I. FRESH AIR INTAKE RM. -IFROOM 12. THE ARCHITECT 15 NOT RETAINED 'FOR SUPERVISION OF THE WORK AND 15 EXCEED &-0" AND AT EVERY 8'-O"• DECKS 40 psf 15 psf ^ ` RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. FAR FLOOR AREA RATIO R.R. ROOF RAFTER W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE M 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN 7F,A V. FRESH AIR VENT STL. STEEL 4 J W WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE 14. THE CONTRACTOR SHALL KEEP FF:EM15ES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS UNINHABITABLE ATTICS WITHOUT STORAGE • TIMES. AT THE COMPLETION OF WORK., THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE (MAX CLEAR HOT < 42") 10 psf 15 psf FF 1 FINISHED FLOOR S.V. SMART VENT BROOM CLEAN. MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK I'i. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. ORNNECTED THE MANUyFOOP TRUSS CONSTRUCTION,ACTURER'S CODE EVALUATIONE TRUSS REPOR DESIGN DRAWINGS, UNINHABITABLE ATTICS WITH STORAGE 20 psf 15 psf FF ELEV. FIRST FLOOR ELEVATION [Tam TO BE DETERMINED (MAX CLEAR HOT > 42 ) ` 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. 6YP5UM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL HABITABLE ATTICS 4 F.J. FLOOR JOISTS TEMP GL. TEMPERED OLA55 v LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR GYPSUM ATTICS SERVED BY FIXED STAIRS 30 psf IS psf L AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM C51 SPECIFICATION FOR GYPSUM LATH, OR ASTM C'1q FOUND. FOUNDATION THK. THICK SPECIFICATION FOR 6YP5UM 5HEATHINO BOARD. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL ^ THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PACE 6-003. Il. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 5LEEPIN6 ROOMS 30 FRAME TREAD p psf IS sf W COMPLETION OF PROJECT. MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF FR. Tr 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35b HARDBOARD SIDING. STAIRS 40 psf 15 psf FRPR. FIREPROOF TYP. TYPICAL 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD p p Q ARCHITECT/ENOINEER, AND THEIR AOEENT5 AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GUARDRAILS AND HANDRAILS 200 psf 15 psf FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE GYP. BD. GYPSUM BOARD VERT. VERTICAL IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING,ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 sf H.D. HOLD DOWN V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY P p ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE WOOD-BASED 5TRUGTURAL- USE PANELS, APPLICABLE CODE HDR HEADER w/ - WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. "'ALL 5TRUGTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH HNGR HANGER WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. WEYERHAEU5ER TRUS JOIST 2.OE MICROLLAM LVL ASGE '1-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) BE LIABLE REGARDLESS OF WHETHER: OR NOT IT 15 CAUSED IN PART BY A B. 6EORGIA PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND HER. HORIZONTAL ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL ION5 SHALL MEET A. WEYERHAEU5ER TRUS JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY Ia. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT S�� I G NCO TOi� i��AT BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING, NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GODS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL TOP PLATE CLIMATIC 4 GEOGRAPHIC DE51ON CRITERIA AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY AUTHORIZATION OF THE ARCHITECT/ENOINEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE SPLICE EN CEH TOP PLATE SPLICE REOUIREMENT5 TOP PLATE 5PLIGE REQUIREMENTS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. I I FOR WIND - EXPOSURES 54G - FOR WIND - EXPO5URE5 5$0 - GROUND 5NOW LOAD 25 L55 Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE ALL OTHER GASES ONE STORY SLAB ON GRADE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS BASIC WIND SPEED 150 MPH PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AM4.1 CELLULOSIC BUILDING MINIMUM SPLIGE'�a' BUILDING MINIMUM SPLIGE'�A` EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM C205 STANDARD SPECIFICATION FOR 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIN6 BOARD. DIMENSION (FTa LENGTH (FT.) DIMEN51ON (FT.) LENGTH (FT.) EXPOSURE CATEGORY B WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN SEISMIC DESIGN GATEOORY B 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 12'-0" 2'-0"/2'-6" 12'-0" 3'-O" SPECIFICATIONS, UNLE55 NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL Ib'-O" 3'-0"/3'-q" I6'-0" 4'-0" WEATHERING SEVERE 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACGE551BILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. FR05T LINE DEPTH 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 20'-0" 4'-011/5'-0" 20'-O" 5'-0" UNAUTHORIZED USE UNDER FEDERAL L.AW BY THE ARCHITECTURAL WORK5 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.17. 24'-0" 4'-0"/5'-0" 24'-0" V O" TERMITE MODERATE TO HEAVY CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 15.2.1 SQUARE AND GENERAL WIND PROTECTION CONNECTION NOTES: „ � �� � �� � �� 1 ll ICE BARRIER REQUIRED YES ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REQ D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 28-O 5-O /b-3 28-O "1-O CONSTRUCTION;55TV 10-qq AND 2018 550 HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING CONSTRUCTION SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 50REW5: LAG SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ 52'-0" 6'-O"/•7'-6" 52'-0" 8'-O" w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEG.19). A5ME 15I8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). g FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 36'-O" '7'-0"/8'-q" 36'-O" q'-O" O 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DEVON I.TABULATED SPLICE LEN6TH5 ASSUME TOP OR SHORTER PLATE U CONNECTION U51NO 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF ISO SHALL WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LEN6TH5,THE NAIL 5PACIN6 SHALL BE REDUCED IN ORDER TO 40'-0" 8'-0"/10'-0" 40'-0" 11'-0" BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PROVIDE AN EQUIVALENT NUMBER OF NAILS WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 3. METAL PLATES, CONNECTORS, 5GREWS, BOLTS AND NAILS EXPOSED SECURE w/(2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-O" IN EXPOSURE B DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 SIZE AN D AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6AOE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, 5.TABULATED SPLICE LEN6T45 ARE BASED ON 5 FOOT WALL b0'-O" 12'-0"/15'-0" 60'-0" 16'-O" H WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). ORADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL HEIGHT'S FOR OTHER WALL HEIGHTS,H,HE TABULATED UNIT - Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING CODE AND ANY LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FOR ALTERNATIVE WALL HE16HT5 MULTIPLY THE ABOVE 70'-0" 14'-0" 70'-O" Iq'-O" 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE IN A SHEARWALL, ALL ANCHOR5 MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, GODS EVALUATION REPORTS. (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). „ „ „ PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 80-O I6-O 80-D 22-O w/ 6" RISE 4 w/ (2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F Ibb-i STANDARD q'WALL- 1.125 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING SET 6"RISE 4 U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ILO''NALLL-13i5 FLO R I0 RAFTERS EXCEPT WHERE COLLAR: TIES OF 1"xb" OR 2"x4" LUMBER IS HIS COLUMN w/MULTIPLIER LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 12'WALL - 1.5 FOR 10'-O"WALL RAFTERS. GYPSUM WALL BOARD SHALL MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING CODE 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL RESIDENCE I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. COMPOUND METHOD. MANUFACTURER'S CODE EVALUATION REPORTS. 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6,UNLESS 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B I8.6.1 S I C NAGE FOR TRUSS TYPE, PRE-ENC 1 NEERED I6 WITHIN 4 OF EXTERIOR CORNERS. OTHERWISE NOTED. WATER RE515TANT (H.R.) AT BATHROOMS AND WHERE HOOD50RENS (INCH SERIES). WOOD, AND/OR TIMBER GONSTRUGTION DEEMED APPLICABLE. 6LA55 WINDOWS AND DOORS I I /� I ¢ I I /� I 1150 BAYVI EW AVE. 8. SILL PLATED FOUNDATION ANCANCHOR BOLTSOE; SILL PLATE SHALL BE ANCHORED I. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWI5E SPECIFIED. I I`ISULA7I O I`l 4• FE I` E57RA7 I O I�l REOU I REME I 75 THE FOLLOWING SIGNA&E SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED TO THE FOUNDATION WITH ANGHOFz BOLTS HAVING A MIN. BOLT DIAMETER 3. 5/5", ONE HOUR RATED, TYPE X GYPSUM BOARD ON GEILIN6 AND WALLS OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE (WHERE APPLICABLE) AT HEAT PRODUGIN6 EQUIPMENT TO EXTEND THREE FEET TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, NY 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC, BOX OR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '1 IN CONCRETE/MASONRY EQUIPMENT, CONCRETE FLOOR CLEARANCES ARE PROVIDED. A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE OR IF PLACED ON WOOD FRAME, INSTALL PROPOSED DESIGN GORE PRESCRIPTIVE VALUE � AUTHORITY HAVING JURISDICTION: FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. COMPONENT COMPLIES DRAWING TITLE: AND AT SPACING NOT EXCEEDING--� 4' ON CENTER. 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED 4. FIN15H JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDOE5 SHALL BE WITHIN 18 VALUE CITATION (PER 2020 NYSEGGG)OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, GENERAL NOTES TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS UNLESS OTHERWISE NOTED. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH U-VALUE = 0.25 MAX. U-VALUE = 0.52 CONSTRUCTION TYPE DESIGNATION SHALL ENERGY TABLE CODES AND REFERENCE STANDARD_ MANUFACTURER'S SPECIFICATIONS. FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/5F YES BE I , II , III , IV , OR V TO INDICATE I. ALL NEW WORK PERFORMED SHALL_ CONFORM TO THE 2020 NEW YORK 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 THE CONSTRUCTION CLASSIFICATION OF STRUCTURAL DESIGN CHARTS STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 ALL OPENINGS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE THE STRUCTURE UNDER SECTION 602 OF NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW PORK ENERGY CONSERVATION CONSTRUCTION CODE. STATE ENERGY CONSERVATION CONSTRUCTION CODE. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PA6E 6-003. BASEMENT WALL R-VALUE R=15 BATT INSULATION ® INTERIOR MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL YES THE NY5 BC. 2. REFERENCE STANDARD USED FOR. ALL WOOD FRAMING, CONNECTIONS OF ELECTRICAL: 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c) WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION TO 2011 NATIONAL ELECTRIC CODE, NFPA '70 AND 2020 NEW YORK STATE DESIGNATION FOR STRUCTURAL "7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COMPLIANCE STATEMENT: �� COMPONENTS THAT ARE OF TRU55 TYPE, (AF$FA) AMERIGAN WOOD COUNCIL ('ANC). ENERGY CONSERVATION CONSTRUCTION CODE. 6 DIAMETER SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN G 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. PRE-ENGINEERED WOOD, OR TIMBER PLUMBING CODE. COMPLETION OF WORK. 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS -> %: ,: CONSTRUCTION AS FOLLOWS: SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. - "F" = FLOOR FRAMING, INCLUDING 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA?2: 11. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH GIRDERS � BEAMS MECHANICAL GORE AND 2020 NEW YORK STATE FUEL GAS CODE. - GENERALLY, VERIFY OR PROVIDE HARD WIRED SMOKE DETECTORS w/BATTERY BACK-UP IN: ANOTHER WIDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE - "R" = ROOF FRAMING 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH FR _ THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE FLOOR & ROOF FRAMING DATE: 03/06/25 2 OF 8 CODE, NFPA"70 AND 2020 NEW YORK STATE ENERGY CONSERVATION A. EACH 5LEEPIN6 ROOM CHARACTERISTICS ARE AS FOL.LOW5, BUT NOT LIMITED TO: DEVON PRESSURE, CONSTRUCTION GODS. B. OUTSIDE OF EACH SEPARATE SLEEPING ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS AREA IN THE IMMEDIATE VICINITY OF REQUIREMENTS. MECHANICAL, FUEL 6A5: THE BEDROOMS (GENERALLY THE HALLWAY) I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAY5 SHALL BE G. EVERY LEVEL OF DWELLING TEMPERED CLASS. NYE) MECHANICAL GORE AND FUEL 6A5 GORE (BASEMENT FIRST FLOOR 4 SECOND FLOOR, ETC) !A .� 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. �' 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, , r r tl � INSULATION GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE �`'' q.[ r LABELED, 4 INSTALLED IN ACCORDANCE w/MANUFACTURER'S SPEC.'S 4 COPE. ':i$ I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED MISSILE TEST OF ASTM EIgg6 AND ASTM EI886 AS MODIFIED BY 2020 NY5 BG : ��.•'� FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SECTION 301.2.1.2.1. 6ARA6E DOOR GLAZED OPENING PROTECTION SHALL MEET "•` ' �;; < ? �;� p 3. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDIN65 STROKE SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL FOIL TO BE PLACED TOWARD WARM SIDE. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR 1; t ANSI/DASMA 115. SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. „ "=G 2. PROVIDE 2 R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED CONTRACTOR OR OWNER. GAPE SHOULD BE TAKEN NOT TO DAMAGE A THICKNESS OF NOT LE55 THAN J" AND A SPAN OF NOT MORE THAN 8' SHALL '- FOUNDATION WATERPROOFING. BE PERMITTED A5 GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 0 Q TO AN R-VALUE OF AT LEAST (NYS ECG R403.3): ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 0 DUCTS 3"� 4 GREATER, LOCATED IN ATTIC: R-8 5. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: PREDRILLEID AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS REFLECTIVE REFLECTIVE DUCTS �� DUCTS UNDER RE LEGATED IN ATTIC: R-6 - q" R-50 FOR FLAT GEILIN65 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE RED PANTONE WHITE N DUCTS UN 4 GREATER, OTHER PORTION OF BUILDING: R-6 - 5.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT #INE 5-7 DUCTS UNDER RE OTHER PORTIONS PORTION BUILDING: R-4.2 - 3.5 R-15 FOR 2'x4' WALL CONSTRUCTION CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION ON THE BUILDING. - 5.25" R-21 FOR FLOORS MISCELLANEOUS FRAM I NC GRAPHICS CONTINUOUS BUILT-UP GIRDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A FIRE BLOCK NG FOR PLATFORM WOOD FRA1-I I NG WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. 5PEC.'s FOR ADDITIONAL INFO.) a AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 CONNECTION 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER Q BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES W NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"O.G. MAX.52" P LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. J THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST m SUPPORT. NO TWO ADJOINING JOISTS NOR MORE STUDS SUBFLOOR STUD B 0)ROWS lod NAILS® 12'O.G. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SERVES AS FIRESLOPPING. Q L � (2)ROW5 1/2" d BOLTS a 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE SUBFLOOR C _ DBL.a ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. Q SOLE PLA BUILT UP 61RDER P MAX.52" NAILING: D (2)ROWS 1/2" m BOLTS 0 16"D.G. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE TWO-PIECE 61RDEiRi ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPIN6. +' } � SIDE WITH IOd NAIL5, TWO NEAR EACH END OF E (2)ROWS 1/2" m BOLTS• 24"O.G. z O BETWEEN 1/b EACH PIECE, OTHERS 5TA66ERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 0 N 1 F (2)ROWS 5-5/5"TRU55LOGK SCREWS a 12"D.C. 4 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL 5. IR NONGONO SH LL FILL. a Co "Y d' SCREWED ON(1)51ME OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH U (2)ROWS 5-5/5"TRU55LOCK SCREWS m Ib"O.G. P 51ME w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE � X � N G SCREWED ON(U SIDE OF MEMBER JOIST, OTHERS 5TAG6ERED W A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN O O m J C4 (2)ROWS 5-5/6"TRUSSLOCK SCREWS a 24"OZ. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. 0 JOIST H SCREWED ON(U SIDE OF MEMBER P (V � MAXIMUM OFFSET I (2)ROW5 5"TRU55LOOK SCREWS a 12°O.G. THREE-PIECE i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND 0 J 1 BUILT UP ORDER MAX.52" THREE-PIECE 61RDER5 ARE TO BE NAILED W/ 20d J015T DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q � 0- MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE W/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. (2)ROWS 5"TRU55LOGK SCREWS 0 lb.,O.G. 4 UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER 1 PIECE, INCLUDING INTERMIDIATE JOINTS, AND W/ THE PARTITIONS a 52" O.G. BLOCKING 5�D OTHERS STAGGERED W/ A DISTANCE OF NOT MORE 5 5. THE HEADER SERVES AS FIRE-STOPPIN6. L (xREHW ONN BOTH SIDE E OF MEMBER4"D.G. BE/TWEET IA/6 THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE 11. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL n FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR 1.BEEAAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON P SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED STRINGER TO SERVE A5 FIRESTOPPIN6. PLAN SHALL USE CONNECTION PATTERN'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE ORDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAIL5 IR 4 CONNECTION PATTERN'S'WHEN 10' OR LARGER P FRAMIN6 SHALL BE FIRE5TOPPED AT THE BOTTOM WITH 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANGHORIN6: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P ORDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH �J FIRE5TOPPIN5 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF BOLTED TO STEEL COLUMNS. I _ MAIN MEMBER MASONRY PIERS, NAILED WOOD POSTS OR THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE GEILIN6 U AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED /� AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL W no• moo, PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON W - NA LING PATTERNS FOR SIDE LOADED BEAMS (i e . LUS BEAMS) NONCOMBUSTIBLE LATH, EXTENDING To CHIMNEY FACES,WILL SERVE 1 -LOCATIONS REGUIRUN6 FIRESTOPPIN6- AS FIRESTOPPING. I. 70E-NAIL5 SHALL BE DRIVEN 0 AN ANGLE OF FIB- FIRE_ Woov F1REsroPPIN6 FIREsroPPING MEMBERS/ "DIAM.X 5 ° STOPPING STOPPING FIRE- FIRE- SOLE APPROX. 30 W/THE MAIN MEMBER 4 STARTED APPROX. FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING I. NAILS SHALL BE DRIVEN PERPENDICULAR TO )s THE LENGTH OF THE NAIL FROM THE MEMBER END, MULTIPLE-PIECE MEMBERS r 1 THE MEMBER,5TRAI&HT THROUGHv A5 SHOWN ABOVE AND BENT OVER NAILED' BOLTED' 0 II NMh I ! u! A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ! VERTICAL ROWS Ibd 5 ROW9 Ibd 2 1tal 5' 2 ROWS)4" 2 KOW51,�' MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST 0OWON COMMON eoLrs a 24• BOLTS BOLTS FIREsroPP1N6 WHEN SIX TIMES THE DIAM. OF THE NAIL e 12'O.C.• a 12"0.C.• oO•STASO--° a 12.OZ. a b"O.G. COVERING IS APPLIED • - ro UNDERSIDE of III 3. TO AVOID SPLITTING TWO ROWS 12"O.G. THREE ROWS 12"O.G. J015T5 Q , NO MORE THAN 2 TOE NAILS SHALL ° ° ° LOCATION I LOCATION 2 LOCATION 3 �` BE INSTALLED IN EA. 51DE OF A RAFTER OR GEILIN6 JOI5T BEAM SELECTION W 5TD. NAILING ° ° ° ° ° LOCATION 4 w WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS AS NOTED IN NOTE5 1 d 8 ° ° ° ° 5 NONCOMBUSTIBLE ALTERNATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. FIRESTOPPING LOCATION FR I.TOP AND BOTTOM ROWS SHOULD BE 2" OM EDGES LE WOOD FIRE5TOPPIN6 FIRESTOPPING 2.BOLT HODS ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD Be LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS 8"O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL p,i GH I M. CHASE 5ECUR1 NG Q STD. SIDE WALL THICKNESS OF THE MEMBER.u5E WASHERS UNDER HEAD AND NUT. O O O 0 O O O O INTERIOR STUD DETAIL 5.STAGGER EACH ROW OF FASTENERS BY 12". O O O O 2"SPACE NOT 4.FOR ATHREE-PIECE MEMBER THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED N All = NONCOMBUSTIBLE FIRE5TOPPING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING 1210 APPROX.I INCH THICK NOTE BOTH SIDE OF THE MEMBER. 1 FN (SIM. ® CHASE WITHIN PLANE b.VALUES FOR NAILING CONNECTIONS MAY BE DCNJBLED FOR b'O.G.OR TRIPLED a OF ROOF FOR 4"O.G.NAIL 5PACING. LOCATION -I W/STUDS TO ATTIC FLOOR 4 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAM5: N BLK'6 TO R/L SIDES W STRAPPING TO 1•2 ROWS of Ibd COMMON NAILS(12"OZ)FOR DCPTH9 12"OR LOSS FIRESTOPPIN6 LOCATION 8 LOCATION Q R/L SIDES) 6.5 ROWS of 16d COMMON NAILS(12"04)FOR DEPTH"'OF 14",I6"4 16". LOCATION 10 OO TOP PLATE a p m GHIM. CHASE WALL Q CONSTRUCT ON DETAILS WIND LOAD PATH CONNECT ON DETAILS TOP PLATE o Q NOT TO SCALE INTERSECTION DETAIL_ ; UPPER TOP PLATE LAPS NTINUOU5 LOI TER ROOF IL �L Z Z TOP PLATE O F O ~ �Z REG'D BLOCKING a Q O KING STUDS TO AL16N W/ STRAPPING Q z IL 0 EA. LEVEL ABOVE N u1 THE FIRST FL. ®z lu ® WOOD .JOT CRIPPLE STUD FLoowcLG. WOOD JOTS " JOIST HANGE HEADER z BLOCKING W 61 RDER/HEADS 0 0 JACK STUDS SIDE \lI EW PLAN \/IEW WOOD JOIST WOOD GIRDER W a 0 NA I L I NG/STRAPP NG @ WINDOW/DOOR HEADER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION JOIST FRAMING OVER WOOD GIRDER PROJECT: NOTATION: F LO R I 0 A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.'i,P. 184 WH EN HEN STRAPPING C� G,REQUIRES OVER 14 NAILS,USE T(DOES 05I6 STRAPPING(OR EQUAL). W ND RESISTANT CONSTRUCT ON CONNECTORS RESIDENCE B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.238,P. 2ql) G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3.23C, P. 2,12; ALTERNATE AS PER TABLE 5.250, P. 293) CONNECTION LOCATION: PART NUMBER: NOTES: A D D - NLMBER OF 16d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE (2018 WFGM, TABLE 3.1,P. 18N RIDGE-TO-RAFTERS 0520 @ 21 " APPLY TO EACH PAIR OF RAFTERS C E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2018 WFGM,TABLE 3.22F,P. 265) E (341L.Y) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER (2018 WFGM,TABLE 3.22F,P. 2tW RAFTER-TO-WALL H7 APPLY TO EACH RAFTER 1150 BAYVIEW AVE. F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE WALL STUD SOUTHOLD, NY 11971 (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 3.8, P. mi) _ FASTENING 5GHEDULE B BOTTOM PLATE RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER SUB FLOOR ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS DRAWING TITLE: (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) DOUBLE `TOTS PLATE-TO-WALL STUD C520 0 18" APPLY TO EACH WALL STUD A FRAMING GRAPHICS NOTATION 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 © 36" APPLY TO EACH WALL STUD BEAM CONNECTION PATTERNS RouGH �` B G D (2 PLY C3 PLY F HEADER-TO-JACK 57U17) C520 @ 12" oPENIN6 HDw HDw APPLY TO EACH JACK STUD FIREBLOCKING DETAILS 2'-0" 2 1 I 2 1 1 2 CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH 5Z)EWALL END 4'-0" 3 I 2 3 I I 3 DOUBLE JOIST FOR NON-BEARING WALLS PAGE: PROVIDE (2) 2"xIO" HDR (MIN) U.O.N. 6'-011 4 1 5 4 1 1 1 4 157. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE (USE WITH 5" 5aUARE WASHERS) G-003mOO a-o 6 2 5 5 1 1 5 USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 7 2 4 6 2 1 6 FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 12'-0" 8 2 5 8 2 I 8 DATE: 03/06/25 3 0 F 8 �0F � �'~ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT DEMOLITION NOTE: d — WOOD FRAME (L.6. STL. PROVIDE 5HORIN& AN SUPPORT TO ALL AFFECTED Q WHEN APPLICABLE) STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT EX15TINO TO REMAIN OF ANY DEMOLITION OR CONSTRUCTION. � { NEW WOOD FRAME (L.6. � , NEW FOUNDATION WALL J co �--- I STL. WHEN APPLICABLE) M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL c tN WOOD FRAME (L.6. STL. ® P05T FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O Q POST FOR b" WALLS), U.O.N. — 0 NEW 2-HR FIRE RATED .N _ WOOD FRAME (L.6. 5TL. C N Z Q WHEN APPLICABLE) O. •cu LA c X N O 4- 1 O QO co (.0 � V O C N ul Q O R O (D 4--J - - - 4-) m / — - -- EXIST DIN — — — — — — — — — — — — — —�— - - - - - - - U X15T. ----- — DN I — 4'-O" 3'--7" / EXIST. I REMOVE PARTIAL GLEAN OUT • — 4 SEPTIC I WALL FOR WINO& //1 OPENING EXIST. BILGO II LINE I I EX IST. Aft V III II i EXIST. REAR DECK/ I I . Lim I / - - - - - I PECK ABOVE REMOVE REPLACE ALL EXIST. / / / / I WINDOWS I WITH GLIDERS AND/ / / i E uiPST. L_ — —— — — — —— —— — — — ————— / REPLACE INTERIOR EXIST. OUTDOOR SHOWER =_——_ O ———— /STAIRS I - - - - - - - - � L - - - - - - - - EXIST. _ / \ EXIST. REAR DECK 1�_ REMOVE 4 — — — — — — — — — / i REMOVE RELOG. EXIST. N NDOW5 REPLACE ALL EXIST. WITH GLIDERS EXIST. ————— ELEC. W.H. EXISTAVE DECK WASHER, DRYER d SLOP SINK -- -- l L - - - - - - - - - - - - - - - - - - - - - - - / -- / REMOVE d —— —— EXIST. WNDOWS ALL REMOVE AND REPLACE NTERIOR __ __ WITH GLIDERS STAIRS I / EXISTING FIRST FLOOR;NO / / L_ / PROPOSED WORK / / I EXIST. UP / I I W EXIST. I O O O O O EXISTIN6 &ARA6E;NO I p I" PROPOSED N RK / COND. I I I V %I / EXIST. LIVING ROOM / EXIST. EXIST. BASEMENT 5RAB6E �MENT ABOVE / EXIST. METER I PANEL 7ELEC. '-I/2" GL6 H6T I p PROJECT: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —i / I I EXIST. FURNACE F LO R I O - - - - - - - - - - - - - - - - - - - - - - - - - - ---- ---� RESIDENCE / I I 0 o - - - - - - - - - - - - - - - - - - - - - - - EXIST. WATER / / z Zz' / / I CONNECTION ( 1150 BAYVIEW AVE. - - �'— - - - - - - - - - - - - � �UNEXGAVATED - - - - - - - - I SOUTHOLD, NY 11971 L — — — — - - — — — — — — — — — — — — —I DRAWING TITLE: / - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED DEMOLITION PLANS EXIST. FRONT PORCH — — — — — — — — J / I EXIST. I I I I I \'—EXIST. PO D ABOVE //_ PAGE: A-101000 - - - - - - - - - - - - - - - - - - - - - - I I I DATE: 03/06/25 4 OF 8 FROPOSEL7 FIRST FLOOR I�)EMOL I T I CN FLAN FROP05EI7 BASEMENT I7)EMOL I T I ON FLAN SCALE: 3/16" = 1'-0" _ SCALE: 5116 I -O N� OF 5ENEfR• L Sit\ 150L <E`I' : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT„ , WOOD FRAME (L.G. STL. Q W W EXISTING TO REMAIN HEN APPLICABLE) NEW WOOD FRAME: (L.G. NEW FOUNDATION WALL C Lu co F- � 5TL. WHEN APPLICABLE) C7 NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL w O Lr) WOOD FRAME (L.0. 5TL. POST FOR 4 WALLS WHEN APPLICABLE:) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALLS), U.O.N. _ 7 0 NEW 2-HR FIRE RATED _ WOOD FRAME (L.G. 5TL. 0 O N z 0 WHEN APPLICABLE'.) CL •co c � X (1J O O 4-+ O m (9 FOUNDATION PLAN NOTE5 -J NO O cc DOOR NOTE: Q Oj 1. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERlvtATRU' (OR EQUAL). 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DF-516NATION5 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS,U.O.N. 5. INSTALL AS PER MANU SPEG.'s 6.PROVIDE (2) 2"xl0" HDR., U.O.N. - - - 7. SEE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. - - - OSTAIR 4 RAILING NOTE: - - - I. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4" RI 4 MIN. 10" 5 • Tr - RISERS SHALL. BE CLOSED 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL r., 1 , 3 4. NOT EXCEED THE SMALLEST BY MORE THAN ". 6'-5. 6'-3" - - - r . HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-6". _F_ STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: - - - (3) 2 xI " HDR' - - - - - - - - - - - 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. T� 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. EGRESB 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN I I U ONE 51DE OF EACH FLIGHT OF STAIRS CONTAINING FOUR EXIST.- OR MORE RISERS, AND WHERE SHOWN ON PLANS. GLEAN OUT 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 4 SEPTIC WALKING SURFACES LOCATED MORE THAN 50" ABOVE LINE FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. -1. 56" HIGH GUARDRAIL 4 SPINDLE 5PACINA NOT TO I q EXIST I ALLOW PASSAGE OF A 4" 4' SPHERE;36" H16H Z HANDRAIL. Aeon 5. 6RIPPABLE RAIL AS PER CODE. q. RAILING TO BE WOOD. Q PROP. GYM AREA 15-1 5.F. WINDOW NOTE: I - I D)>TO I ASEMENT,IDOUBLE-•HU,, OR 6L SHALL1 DOORS N6 (AS NOTED). ( I I 0 INSTALL AS PER MANU. 5PEG.'S. 2.NOTE DOES SEE DE516NATIONSDICATE 4 WINDOWGH NEkq SCHEDUL . PROPOSED; I I 5 3.FOR SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS 3'-6" 3'-by2" I 3'-1�2" AND DOORS ON INDO 5 TO H I 4-q)/2 - 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. EXIST. L- - - - - - - 5. ALL DOUBLE HUNG PlINDOWS TO BE TILT WASH UP 6.IN GENERAL, TEMP. OIL. SHALL BE PROVIDED: 6.1. FOR ALL SKYL16HT5 4 OPERABLE PANELS OF 5WIN61N6, 5L.IDIN6, 4 BIFOLD DOORS 6.2. WITHIN I6" Or F.F. I 23'-10" 6.4. WITHIN STAIRWAYS t WITHIN 56" OF A LANDING I I I m 3 B 3 B 6.5. WITHIN TUB/51401^ER ENCLOSURES 4' BARN DOOR 6.6. SEE ALSO GENERAL NOTES ON PAGE 5-002 - "i. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 1 I I EXIST. - \EXIST ECK WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM WASHER, DRYER 4 SLOPE SINK (2) 2"xl0" HEADER U.O.N. 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER I I z NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 I 1� - - - - - - - - - - - - N THAN 24" ABOVE F.F.,THAT ARE MORE THAN A50 � - - - - - - ABOVE GRADE OR THE ADJACENT SURFACE AT THE J I I � � �^ � BUILDING EXTERIOR. 3 m 0 ® `fl _ _ - - - EGRESS NOTE: NEW MEGH ROOM m IN COMPLIANCE WITH NEW YORK STATE BUILDING _ B UNFINIS450 5HED 4 UNHEATED z 1 NEW RECREATION EATION AREA CODE, SECTION R310.2.I;THE FOLLOWING MEANS OF - i 7'-O" GL6 HGT EGRESS SHALL BE FOL-LOWED: NEW FINISHIT- ED G1.6 HAHEATED 4 NET CLEAR OPENING........... 5.'1 5.F. NET CLEAR HE16HT............... 24" MINIMUM I I UP 2 =I NET CLEAR WIDTH................. 20" MINIMUM ' d�j 1 , OBASEMENT WALL FRAMING I. 2x4 P.T. 16" O.G. YdALL FRAMING 2. R-15 BATT INSULATION W/ EXIST. MOISTURE BARRIER AG I COND. W . 6 I Z 3. �" 6YPSUM ALL BOARD FINISH RELOG. I 4 OEGRESS WINDOW WE'D I ELEG. W.H. Q - ( 0 5 PROVIDE NEW EGRE55 WINDOW WELL 4 COVER BY "ROGKWELL;ELITE SERIES" 66"W.X60"H. OR EQUIVALENT. 003 I GARAGE INSTALL AS PER MAN. SPECS. SLAB EXIST. EXIST. 004 ABOVE ELEC. ELEC. REMOVE 4 RELOCATE EXISTING HOT WATER METER PANEL 26'-IJY2" O STORAGE TANK; INSTALL AS PER MANUFAGT. SPECS ONEW FINISH FLOOR: PROVIDE NEW EPDXY FINISH OVER EXI5TIN6 CONCRETE _ _ _ _ _ _ SLAB. []:EXIST. FURNACE 4 DUCTWORK ABOVE PROP. PANTRY m ?I- PROJECT: 55 5F. 4 PROP. BUILT-IN `9 J - - - - - - - - - � - - - - - - - - - - - I "\0 FLORIO r - - - - - - - - - - - - - - - - - - _ _ _ HVAG DUCT TOBE RESIDENCE MOVED AS CL05E TO CONNECT ONR 4 4 5 IS q I SOUTHWEST WALL AS PROP. BUILT-IN P0551BLE �- �' - - �'- - - - - - - - L - - - - - - p UNEXGAVATED� - - - - - J I 1150 BAYVIEW AVE. - - - - - - - - - o = - - - - - - - - - - - - J SOUTHOLD, NY11971 ALL NEW WINDOWS SHALL BE ANDf_R5EN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "67-005" FOR NAILING 4 STRAPPING DETAILS. I 13'-IjY2" 5'-�2" - - - - - - - - - - - - - - - - - - - - - - - - - DRAWING TITLE: SEE DOOR SCHEDULE FOR ALL GLAS5 DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER *� CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS I - - - - - - - - - PROPOSED FOUNDATION PLAN WINDOW CHART EGRE55 CLEAR LIGHT VENT EXIST. WD. I I I FLOOR PLAN NOTES: ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. PATIO I. ADD HIGH HATS TO UNFINISHED AND FINISHED TAG COUNT TYPE MODEL # " TEMP. ABOVE I ( I I I SPACES WIDTH REQ'D: 20 PER UNIT PER UNIT 2. HEATING AND COOLING TO BE CONNECTED TO HEIGHT REOV: 24" (S.F.) (S.F.) I I I EXISTING HVAG SYSTEM PAGE: WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.1 S.F. A I GLIDER G44 4'-O" 4'-O" V4'. V4I'I 6.00 10.00 6.00 „ 2'-II I'-�1(0 A-102m00 B 4 GLIDER G32 3-O I -I I V4„ V4„ J L_-] 2.50 I.-To DOOR 50HEDULE DATE: 03/06/25 5 OF 8 DOOR MATERIAL FIRE RATING TAG DESCRIPTION MANUFACTURER p -a 45 MIN. RATED NOTES WIDTH HEIGHT F�- Q SELF-GLOVN6 A , " lU BASEMENT PROPOSED FOUNDATION PLANol 001 BARN DOOR TBD 4-0 7-0 8I 5. HBIT �L S� G�; O 5. SROSSL.00R , - <.n ' l F--oo-:2 --I[- 51NOLE SWING JELD-WEN 2'-0" b_O:: ��� 4A r-J fps V.I.F. 003 374 SINGLE SWING JELD-WEN 3'-0" 6'-8" I F • o FINSULATED �. T�` 004 DOUBLE E ING JELD-WEN 3'-0 " (01-511 :1��� 0E I ` ERA 5*%,r�vI50L <E"r EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXI5TINO TO REMAIN WHEN APPLICABLE) O --.-{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LLu co U f- I 5TL. WHEN APPLICABLE) J m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL L0 WOOD FRAME (L.O. STL. El POST FOR 4 WALLS O O WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. - -6 C09 WOOD FRAME (L O. SD. O O CJ Z O WHEN APPLICABLE) 'C6 U) X z (V O 4- O FLOOR PLAN NOTES -J 00 m .� � c O c\jO co OSTAIR 4 RAILING NOTE: Q a O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI d MIN. 10" Tr - RISERS SHALL BE CLOSED 2. GREATEST RISER HEI6H'T IN A FL16HT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN I". - 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.1. BETWEEN CLEAR HE16HT b HANDRAILS: 56" MIN. 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 51.5" MIN. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ONE 51PE OF EACH FLIGHT OF STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED WALKING SURFACES LOCATED MORE THAN 50" ABOVE U _ FINISHED FLOOR OR 6RADE, # WHERE SHOM ON PLANS. 7. 56" HIGH GUARDRAIL d SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE;56" H16H W HANDRAIL.5. 6RIPPABLE RAIL A5 PER CODE. +J M Q. RAILIN6 TO BE WOOD. OAS FIREPLACE: O I. PROVIDE NEW WOOD FIREPLACE BY "STUV 16-16H" OR / EXIST. APPROVED EQUAL i 2.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS / �N U AND NY STATE CODE 5.REFER TO INSTALLATION MANUAL FOR ALL REQUIRED EXIST. VENTING TERMINAL CLEARANCES DN 4.REFER TO INSTALLATION MANUAL FOR MANTEL INSTALLATION 6UIDELINE5 r NEW FLUE: O3 I. PROVIDE ZERO-CLEARANCE FLUE THROUGH ROOF (UL# r 105 OR UL# 105 HT) - INSTALL AS PER MANU. 5PEC.0s - PROVIDE NEW WD. FR. E:NGL05URE w/ 1/2" CDX PLYWOOD EXIST. BILCO d SIDING AS NOTED - 5PIKE:D AND STRAPPED w/ 1-1/4"x EXIST. REAR PECK 20 &A. COIL STRAP TO EXIST. ROOF SHEATHIN6. / 2.PROVIDE "ABE500 FP200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENTRATION5 AT FLOOR5/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM E 514, ASTM E 54, AND Ul_ 14"141. X i 5.MECHANICAL FLUE TO EXTEND V-O" MIN. ABOVE ANY D ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". ' / / / / / - I � EXIST. OUTDOOR SHOWER NDN / / 70 fK EXIST. REAR DECK ALL NEW WINDOWS SHALL BE ANDEFSEN; INSTALL AS PER MANU. 5PEG.s. SEE PAGE 67-003 FOR NAILING 4 STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER EXISTING FIRST FLOOR,NO N CONTRACTOR TO VERIFY MANUFACTURER DIMEN5I0N WIDTHS FOR ALL MULLED WINDOWS / j PROPOSED WORK w WINDOW CHART EGRESS CLEAR LIGHT VENT / 0 ROUGH OPENING WINDOW DIMEN51ON OPENING PROV. PROV. / / / EXISTING GARAGE;NO TAG COUNT TYPE MODEL # WIDTH REO'D: 20" TEMP. PER UNIT PER UNIT EXIST. LIVING ROOM / PROPOSED WORK cr HEIGHT REOV: 24" i FIREPLACE BY IL WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.1 S.F.11 "STUN I6-H" i - 77 A I GLIDER C " 4 44 4'-0 '-0" 3'-II 6.00 10.00 6.00 [ V4 V4 B 4 GLIDER G52 �]E'-O" I'-II" 2 II I 10 2.50 1."10 / REQUIRES [ V4 V4 NON-COMBUSTIBLE FLOOR GUARD j PROJECT: / 2" MIN. PER F LO R I 0 MANUFACTURER � RESIDENCE 1150 BAYVI EW AVE. SOUTHOLD NY 11971 w 25 5/16" MIN. PER MANUFACTURER DRAWING TITLE: PROPOSED FIRST FLOOR PLAN DOOR SCHEDULE EXIST, FRONT PORCH DOOR MATERIAL FIRE RATING PAGE: TAG DESCRIPTION MANUFACTURER p 45 MIN. RATED NOTES EXIST.DN WIDTH HEIGHT � F- < SELF-CLOSING A-103m0o BASEMENT 001 BARN D0 DATE: 03/06/25 6 OF 8 0R TBD 4'-O" 7'-O" I • 002 FSINGLE SWING JELD-WEN 2'-0" V.I.F. 003 FSINGLE SWING JELD-WEN 3'-O" 6'-8 ® INSULATED 004 -IF DOUBLE SWING �JELD-WEN 5'-0" �6'-8" J • ��� FROFCSE�) FIRST FLOOR PLAN SCALE: 1/4" = I'—O" I,I�J4 S.F. HAa*p.,: „�.< �vi. a �`•��, �ITA�LE �J�'AGE; 1,654 S.F. Si�OSS FLOOR AREA ® . A�0 v� ELEVATION NOTE5 a OPROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. 0 W NEW FIREPLACE VENT: LLJ O INSTALL FIREPLACE VENT AS PER MANU. 5PEG.'S IN FULL —� m CONFORMANCE H/VENTING CLEARANCES REQUIRED PER NY5 MG 504. SEE ALSO NOTE ® FLOOR PLANS. O � ROOF VENT HEIGHT: O VENT SHALL EXTEND MIN. 5'-0" VERTICALLY ABOVE THE POINT OF ROOF PENETRATION d MIN. 2'-0" VERTICALLY p A50VE ALL ELEMENTS NITHIN O HORIZONTALLY,AS PER NY5 RG 0242.1.5.5 MEASURED z O C (U O ROOF CRICKET (TYP.): a ,C6 , Ct O 2"x4" FRAMING ® I6" O.G.;PROVIDE ICE SHIELD X N LAPPED 15" IN ALL DIRECTIONS 4 FULLY FLASH. O O O p m 'Z +-� N O lf) Q O a O 0 E in 2 nn 11 - --_ _ ----_— -- -- - _-- - - _- — - -- _ -_ _-- -- - _ --- - - _= W ❑� 0 ifLL U c i: ,iLitLLLLLLi I I WH 71 = EI Q � EDF-1❑❑ ❑❑ ❑❑ D E■ ❑❑ SOUTHNEST ELEVATION (FRONT) 50ALE: 1/4" = I'-O" z w O U Lu F- Q PROJECT: 3 FLORIO Oz 4 RESIDENCE 1150 BAYVIEW AVE. 1 - --- _- --- ---_ - - _-- -- - - SOUTHOLD, NY 11971 -- _ DRAWING TITLE: -LL III L II ❑ I_I LLJ-��� ���1 �IJ IJJ ❑ I_I IlLiiLLL _ PAGE: il ::::::m A=201m00 I I DATE: 03/06/25 7 OF 8 SOUTHEAST ELEVATION (RIGHT SIDE) 50ALE: 1/4" = 1'-0" �. $ ,'�'. 5„ A Ao '�A 0I OF N FASTENINO SCHEDULE A BUILDING 5EG7'ION NOTES NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 a OBASEMENT WALL FRAMING (SEE PAGE 6-003 FOR 5TRAPPIN6 AND NAILING REQUIREMENTS, Q I. 2x4 P.T. Ib" O.G. WALL FRAMIN6 AND ROUGH OPENING FRAMING REQUIREMENTS) 2. R-15 BATE INSULATION W MOISTURE BARRIER ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE LJ 5. " 6YP5UM WALL BOARD FINISH (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.0 Lu M FASTENER 5FEC. FASTENER Q DESCRIPTION AND QUANTITY 5PAGINO E ROOF I$ GE I L I NO FRAM I NO 0 70 co �- z - RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER 0 C f 'C6 L GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST X N 0 O O 4 C1 GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-005 EACH LAP O m r- N -�_ I GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) 01-Ibd COMMON EACH LAP Q r-O- d EX15T. G.J. AS PER PLAN ZMEWU 4,EX15T. RIDGE A5 PER PLAN COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END W RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END EXIST. G.J. AS PER PLAN NALL FRAM I NO EXIST. LIVING TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT ROOM U EXIST. EXIST. \�� XIST TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE /� 5UNROOM �(� M KITCHEN `� � � STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. +J w tt HEADER TO HEADER (FACE-NAIL) Ibd COMMON I b" O.G. ALONG EDGES in LJ� TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD r l BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, i� v �3 EXIST. P.J. AS PER PLANS EX15T. F.J. AS PER PLANI EXIST. F.J. EXIST. D.J. AS PER PLAN ENDJOIST, or BLOCKING (PAGE-NAIL) 2-Ibd COMMON PER FOOT PROP. E6RE55 4WINDOW WELL I - I FLOOR FRAMING Q GRADE `fl n, � JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON PER JOIST W PROP. GYM in NEW RECREATION Q :p Q AREA ` r AREA BRIDGING TO J0157' (TOE-NAIL) 2-8d COMMON EACH END FINISHED 4 0 PROP HEATED BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Li I STORAGE BLOCKIN6 TO SILL or TOP PLATE (TOE-NAIL) 3-Ibd COMMON EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT ROOF SHEATH I NO SECTION I -I/A-BO 1 STRUCTURAL PANELS: SCALE: 1/4" = 1'-0" INTERIOR ZONE 5d COMMON b" EDGE / 12" FIELD PERIMETER EDGE ZONE Sd COMMON b" EDGE /b" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. UP TO q" RAKE OVERHANG CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD NALL SHEATH I NO STRUCTURAL PANEL5 Sd COMMON b" EDGE / 12" FIELD GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD Z W FLOOR 5HEATHINO (5UBFLOOR) o U HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE STRUCTURAL PANELS: SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'S; " � I or LESS: 8d COMMON b EDGE / 12 FIELD PLANS AND NOT PROJECTING MORE THAN 4142" INTO GREATER THAN 1": IOd COMMON b" EDGE / 12" FIELD PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT aj JOIST HANGER BY i _ SIMPSON' OR EQUAL NAILING W REQUIREMENTS ARE BASED ON ALL SHEATHING NAILED b O.G. AT THE PANEL EDGE. Q ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. 0 FIRST FINISHED FLOOR FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN H16HER — — — — — — — — — — — — — — — — — — — — SHEAR CAPACITIES, NAILING REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR \ ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: Z - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. 5 - FOR ROOF 5HEATHIN5 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH E LO R I 0 V2" MIN. SPACE BETWEEN \ SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE I WALL AND HANDRAIL � USED. RESIDENCE 5/4" PINE RISER i 5/4" PINE TREAD STANDARDS FOR ORIFFABLE HAND RAIL 5GALE: NT5 1150 BAYVIEW AVE. GROSS SECTION SOUTHOLD, NY 11971 MIN' HANDRAIL I" ROUNDED NOSING CLEARANCE 4 4 CIRCULAR NON-CIRCULAR w/Y4" RADIUS (NOT INCLUDED IN DRAWING TITLE: TREAD DIMENSION) 4"-6Y4" BUILDING SECTIONS IY2" V4„-2„ FERI- ZV4 DESIGN DETAILS MIN. METER MAX. N �o �ri N PAGE: Lu mA-30LOO (3) 2"xl2" STRINGERS ® w/R-21 INSULATION, IF UNDERSIDE IS FACING STORAOE/NON-HABITAL SPACE - \ DATE: 03/06/25 8 OF 8 STORAOE UNDER (NHE'I AFFL I CALBE) TREATED 2"xl2" SILL FOR CONTACT w/GONG. (IF APPLICABLE) o �. :':' ;,'•G BASEMENT FLOOR �T 7 ) a F OF INTERIOR MOOD STAIR DETA I L A-301.00 SCALE: 3/4" = I'-O"