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HomeMy WebLinkAbout49740-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT � TOWN CLERK'S OFFICE SOUTHOLD, NY a r, 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#: 49740 Date: 9/20/2023 Permission is hereby granted to: Pa as Maria 1600 Capt Kidd Dr Mattituck NY 11952 To: legalize "as built" additions and alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 1600 Capt Kidd Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-2-42 Pursuant to application dated 8/25/2023 and approved by the Building Inspector. To expire on 3/21/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $727.20 CERTIFICATE OF OCCUPANCY $50.00 Total: $777.20 Building Inspector � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 t Telephone (631) 765-1802 Fax (631) 765-9502 htt s://miwmF. oLitholdt wmly -',o 'I Date Received tN N FOR BUILDING PERMIT TA E C E I' V E For Office Use Only N PERMIT NO. Building Inspector AUG 0 Applications and forms must be filled out in their entirety. Incomplete Building applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. dawn s►ulrltl Date:08/23/23 OWNER(S)OF PROPERTY: Name:Maria Monda SCTM# 1000-106-02-42 Project Address: 1600 Captain Kidd Drive, Mattituck Phone#:917 331 8174 Email:nutz4pt2@aol.com Mailing Address: 1600 Captain Kidd Drive, Mattituck CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure *Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other As-Built Addition $N/A Will the lot be re-graded? ❑Yes @RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 I this property? ❑Yes RNo IF YES, PROVIDE A COPY. Check Box AfterReading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. I�1C,h lip sargA Application Submitte tint name)•, Architecture RAuthorized Agent ❑Owner Signature of App Rant: Date: 08/23/23 STATE OF NEW YORK) Y COUNTY OF d 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, . BAP'L ISA H.TAf�Ii:IY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County day of , 20 a3 Commission Expires 01/13/20 Or Notary Public PROPERTYER AUTHORIZATION (Where the applicant is not the owner) Maria Monda residing at 1600 Captain Kidd Drive Mattituck do hereby authorize AMP Architecture to apply on my behalf to the Town of Southol Building Department for approval as described herein.. 08/23/23 Owner's Signature Date Maria Monda Print Owner's Name 2 4?7q� Fog" P"4 L I uj Lu J cu N 'c Lr) 0 � O FRO.IE�T SCCFE : z FADE <�� O � (y : �: O Lo - AS-BUILT REAR HOOD DECK 0 C) 0 L N —QQ I ,QQ PROJECT LOCATION & SCOPE � 0 - 0 m z � — AS-BUILT REAR ADDITION SITE PLAN & ZONING DATA 4-0 N O -J u? - AS-BUILT HOOD BURN I NC STOVE Q a o - AS-BUILT V41NDONS, AG UNIT, ELEGTRI G METER PAN (5-002 .00 GENERAL NOTES ENERGY TABLE W F RO..,]E co�T DATA : STRUCTURAL DESIGN CHARTS (5-005,00 HOLDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS 'j'-J 70 PROJECT % ZONING DATA N77°2600"E FASTENING SCHEDULE — — — — — — - ----- --- ----- ----------- - --- �._��� - — — — _�.-�F� -- _ _ - ------- i ��� �F�F������F��� -�� _�����.-���"�F�_�.�._.-.-��_F����.-. '100.0' F. TAX MAP # --- ---- 100006-242 1 I FRAMING GRAPHICS �Y� O r ZONING DISTRICT R-40 NG —�--� W r __— BEAM CONNECTION PATTERNS m Oil, o rl LOT AREA 0.3 ACRES FIREBLOCKING DETAILS + z j ? GofO - ADDITION TO RESIDENCE Z-2353; 01/20/1966 — rffi I Q I .QQ FOUNDATION PLAN U rGofo - STORAGE SHED Z-25786; 02/07/1x74 FIRST FLOOR PLAN L— I� EXI 5T. I O'x I O' CONCRETE SLAB ® FEMA FLOOD ZONE X GRADE r I — �+ EXTERIOR ELEVATIONS Lis LOT COVERAGE BUILDING SECTION Q I� r SOUTHOLD TOWN CODE §280-124(B) DESIGN DETAILS 1 u, r fl DESCRIPTION (FOOTPRINT) AREAj % LOT 1 in COVERAGE j TOTAL LOT AREA 11,865.9 5.F. � r EXISTING RESIDENCE 1,068.6 S.F. 9.095 a i EXISTING COVERED PORCH 30.2 S.F. 0.3% jI T AS-BUILT WOOD DECK 309.3 S.F. 2.6% T a 7 TOTAL AREA OF ALL STRUCTURES 1408.1 S.F. 11.995 A5—BUILT ADDITION r a EXIST. BILGO rI MAXIMUM LOT COVERAGE ALLOWED: 20% jDOORS I r -- I TO BASEMENT EXIST. r 1 AS—BUILT CHAIN LINK NO. DECK OUTDOOR FENCE f I, 5HOWER r Q ZONING REGULATIONS MAIN BUILDING ;rr. 6A TE �DO BLE GATE CI i f W 8 SOUTHOLD TON CODE §20-124(0) --- - - - - - EXIST. PROPOSED COMPLIES PRIMARY FRONT 35.0' 35.0' 35.0' YES Z YARD _�-_ �-- — ---- -- EXISTING I 11J FRONT YARD 20.0' 37.1' 37.1' YES SECONDARY /C UNIT ON G NO. WD. FRAME -- 5 AB DWELLING EXISTING N 1 N \ ASPHALT SIDE YARD 10.0 15.8 15.8:�] YES z \ DRIVEWAY \ REAR YARD 35.0' 60.5' t __1E:: 46.8' YES — o -- 15.8' \ SOUTHOLD TOWN CODE 280-20-7 (A)(1) — — — \ LOT SIZE / AREA IN f ALLOWABLE TOTAL EXCESS OF 10, 11,865.9 5.F. 1865.9 5.F. I ui EXIST. COVERED \ p I 000 S.F. _ _ GFA GFA Q PORCH \ /EXIST. OVERHEAD m (b) LOTS CONTAINING UP TO 3,350 S.F. WIRES 0 O 20,000 S.F. MAX. \ ALLOWABLE S.F. / PLUS PROJECT: 12.5% OF EXCESS LOT 2,100.0 S.F. 233.2 S.F. 2,333.2 S.F. 1,068.5 S.F. STONE WALK AREA OVER 10,000 S.F. \ MONDA AS-BUILT O m \ ,n m \ � 1600 CAPTAIN KIDD DR. \ MATTITUCK, NY 11952 y I ��o l DRAWING TITLE: PROJECT LOCATION & SCOPE 7s.o' SITE PLAN & ZONING DATA EXIST. BELGIAN -OELV. 92' BLOCK APRON PAGE: CAPTAIN KIDD DR11/ E G-00100 DATE: 08/23/23 1 OF 6 �FtED,4�C SITE LAYOUT NOTES: 'L C I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS SUBJECT TO VERIFICATION BY A LICENSED ® �J � _ • � � � � � SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN Is TO THEI I I I Q �; Q ARCHITECTS BEST OF KNOWLEDGE. AVERAGE GRADE 2. SURVEY INFORMATION WAS OBTAINED N rr FROM A SURVEY DATED APRIL 17, 1958 �'9�. Q. 74 FRONT ELEVATION (SOUTH) SITE FLAN SCALE: I" = 10'-O" SCALE: I" = 10'-O" CARPENTRY -- - p \ / - 1. ALL BTLL BE DOUGLAS FIR LARCH #2 a BETTER (Fb = 8-15) UNLESS NOTES $ Si=EG I F I GATI ONS OTHERWISE NOTED. FOUNDATION, CONCRETE, AND MASONRY WOOD FRAMING MATERIAL STANDARDS A13BRE Y I AT I O NS IT I5 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE _ TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTE5, 2• ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVEDa- BFE INT. INTERIOR 3. SILLS TO BE P.T. AND SECURELY FLASHED WBASE FLOOD ELEVATION A TERMITE SHIELD, ALSO AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q GENERAL PROVIDE SILL 5EAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" 2. ALL FOOTIN65 TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BLDG. BUILDING K KIPS (1000 LBS) IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. SHALL BE DEEMED TO CONFORM -0 THE REQUIREMENTS OF THIS DOCUMENT _ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE - W co 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TOWSQ. FT., U.O.N. (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD BM BEAM W APPLICABLE BUILDING DEPARTMENT. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR COUNCIL'S WORD FRAME CONSTRIYTION MANUAL AND THIS PS FORMAT, AS MANU. SPE MANUFACTURERS SPEGIFIGATIONS J EQUAL. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS APPLICABLE AS A DERIVED WORK). B.O. BOTTOM OF 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING - Q a-' N 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN I. IDENTIFICATION: ALL SOLID-SALIN LUMBER, GLUED LAMINATED TIMBER, STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. 1 BOTTOM MECH. MECHANICAL •� FLOORS, ROOFS, AND WALLS. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. PREFABRICATED WOOD I-JOISTS, 5TRUGTURAL COMPOSITE LUMBER, _ PREFABRICATED WOOD TRUSSES,5YPSUM, HARDBOARD, AND STRUCTURAL 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BAH TUBS, 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL MIN. MINIMUM O O AND AUTHORITIES HAVING JURISDICTION. U.O.N. UNTIL I TIER OF FRAMING 15 IN PLACE. RULES SPECIFIED IN 1.1 THROUGH lb. G.J. � CEILING JOIST ___1 NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 i � � � 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY -1, ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING -1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. LI. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, _ z O OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE a N i 8. MIN. HEADER TO BE (2) 2"AO" UNLESS OTHERWISE NOTED. 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY lI - .O 'Y 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. II CONTINUOUS O.G. ON CENTER �' 2 x V (V SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING SOLID WITH CONCRETE. WHICH PARTICIPATES IN AN AGGREDITATION PROGRAM, SUCH AS THE WITH THE WORK. g. ALL WOOD SILLS AND w00D IN CONTACT WITH MASONRY/CONCRETE TO BE AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OCG. OCCUPANCY O O O4- P.T. g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. GRADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR _ O m Z; C9 INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 4-J 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM 5H,ALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION (V O L0 UNLESS APPROVED BY THE ARCHITECT/ENOINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE Q U.O.N.P.S.I., ON PAGE 6-003. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND DAYS OF 4,000 DIM. DIMENSION P. GONG. POURED CONCRETE G -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF COX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET .-- FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH THE PROVISIONS OF ANSI/ALTO A I g0.1 STRUCTURAL GLUED LAMINATED - BEFORE THE START OF FRAMING APPLICABLE. b MIL. POLYETHYLENE VAPOR BARRIER UNDER TIMBERS. D.J. DECK JOISTS �PL. PLATE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED EA. EACH PLYWD. PLYWOOD II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 ELEV. ELEVATION P.T. PRESSURE TREATED 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR (1) WALL TIE PER (3) 50. FT. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, HIS - EQUIP. APPROVED EQUAL. DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIPMENT REQ D � REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EVALUATION REPORT. EXIST EXISTING Ri RISER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. PERMISSION FROM THE ARCHITECT. 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES EXT. [EXTERIOR NM. ROOM 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS FROM FOOTING TO 2" ABOVE FINISH GRADE. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF r , V 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED 8'-O" AND AT EVERY 8'-O". ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 1 '- RESPONSIBLE FOR DESIGN INTENT ONLY. Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE - /� 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE OF 40"F AND FALLING, UNLE55 APPROVED BY ARCH]TECT/ENGINEER. NO GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS FAR FLOOR AREA RATIO STL. - � STEEL W 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 0-004. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. - � 14. HE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS I-7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 1.5. PREFABRICATED WOOD TRU55ES: ASSEMBLIES USING F.A.V. FRESH AIR VENT S.V. SMART VENT 4_jPREFABRICATED =-_ TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. ARCHITECT/ENGINEER. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS WHERE EVER APPLICABLE. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, / , 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 15- AT "NET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK v LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST HE THICKNESS OF WALL ABOVE. SUB Ig. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. MIN. 10" DEEP PROJECTING b" ON EACH 51DE OF THE FOUNDATION WALL. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. [FOUNDATION T.O.W. If TOP OF WALL PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR GYPSUM 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 111. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPING CONCRETE SLABS TO HAVE bxb 10/I0 WELDED WIRE REINFORCING. WALLBOARD, A5TM C31 SPECIFICATION FOR GYPSUM LATH, OR ASTM G-Ig FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 6-003. SPECIFICATION FOR GYPSUM SHEATHING BOARD. --- _ COMPLETION OF PROJECT. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. �TYPIGAL 20. "P.T." SPECIFIES PRESSURE PRE5ERVA7IVELY TREATED LUMBER IN AS IN 50LID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" I.T. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL ---- - --- 17. HE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/ ANDA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD DEEP 4 3-0BELOW GRADE. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF FRPR. [FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARGHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPHENATE WHICH SHALL CONTAIN 2% COPPER ANSI/AHA Al-55.6 HARDBOARD 51DIN6. - -- Q AGAINST ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INCLUDING METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD FTG. - FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, L8 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER GYP. BD. GYPSUM BOARD V.I.F. 'ERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE OR DEATH OR TD MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, MECHANICAL CONNECTIONS: 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL ----- -- -- INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN �/ �i WITH ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. ANY REFERENCES TO CrA ARE TO REPLACED WITH P.T. I. ALL MEGHANIGAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND - - -- - WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF HE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR �HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. GEORGIA PACIFIC 2.0E G-P LAM LVL BY "SIMPSON" MANUFACTURER. EVALUATION REPORTS. PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: HOR. HORIZONTAL �- A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM PSL 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED AS PER MANU. 5PEC.'s INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK-NORK, FRAMING, NAILING, PLACING LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD LOADING VALUES ARE LESS THAN WHAT I5 SPECIFIED BY 'SIMPSON" PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS 5EGTION, THE 60VERNING BUILDING CODE, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRANIN05 AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED APPLICABLE CODE EVALUATION REPORTS. I A ¢ - - AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. I NSULTI ON >- NSTRT1 ON RQU I RM�NTS AUTHORIZATION OF THE ARCHITECT/ENGINEER. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY _ Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER EVALUATION REPORT. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SPECIFICATIONS OF THE PRODUCT BEING INSTALLED COMPONENT VALUE CITATION (PER 2020 NYSEGGG) COMPLIES EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE -1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC --- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ARCHITECT FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR MAX.U-VALUE = 0.32 CELLULOSIC FIBER INSULATING BOARD. FENESTRATION U-VALUE AIR LEAKA&E5 0.30 CFM/SF MAX.AIR LEAKAGE = 0.50 CFM/SF YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN HE 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PER R402.4.5 E TABLE 8402.1.4-CLIMATE ZONE 4 MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN -- - - SPECIFICATIONS, UNLESS NOTED OTHERWISE. MIN.R-VALUE = 4q THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. STRUCTURAL APPLICATIONS SHALL MEET HE REQUIREMENTS OF U.S. CEILING R-VALUE R-44 BATT INSULATION PER TABLE 8402.1.2-CLIMATE ZONE 4 YES 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY 5TANDARDS. HOLES SHALL NOT EXCEED 40% OF HE ACTUAL STUD DEPTH AND THE EDGE DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. (P5- 1), THE C70VERNINS BUILDING CODE, AND ANY ADDITIONAL 23. PLEASE NOTE THAT HESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION EXTERIOR(2•x6•)W000 IR-21 BATT INSULATION MIN.R-VALUE = 20(CAVITY) YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS. FRAME WALL R-VALUE I- PER TABLE R402.1.2 -CLIMATE ZONE COPYRIGHT PROTECTION ACT OF Ig5O (AWCPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE INSULATION CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL FLOOR R-VALUE R-50 BATT INSULATION MIN R-VALUE = 19 NOTES, AND TABLES ON PAGE 6-003 8 6-004. THE FASTENING SCHEDULE I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.-1. PER TABLE 8402.1.2-CLIMATE ZONE 4 ' GENERAL WIND PROTECTION CONNECTION NOTES: SPECIFIES THE REQ'D NAILING FOR THE 5HEATHING (ANY NAILING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. -- ------- - - ADAPTED FROM 5TANDARO FOR HURRICANE RESISTANT RESIDENTIAL FOIL TO BE PLACED TOWARD WARM SIDE. COMPLIANCE STATEMENT: SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND CONSTRUCTION;55TD 10-qq AND 2018 SBC HIGH WIND EDITION WOOD FRAME SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED HEX BOLTS AND SCREWS(INCH SERIES). TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN CONSTRUCTION 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. Z I. A CONTINUOUS LOAD PATH BETWEEN FOOTING5, FOUNDATION KALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'S). WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY w FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 2.2.2• LAG SCREWS: LAO SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ ASME B0.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). FOUNDATION WATERPROOFING. 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS- v INCLUDED IN HE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL WOOD P05TIN6 TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, 3. g" GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 2.2.3. TRUSS METAL CONNECTOR PLATES: 7RU55 METAL CONNECTOR PLATES BE USED IN ACCORDANCE wITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. R-30 FOR FLAT CEILINGS SHALL SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL ESIGN - WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. 8.25' R-30G FOR VAULTED AND CATHEDRAL CEILINGS STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, - SECURE W(2) 1/2" cP ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED EXIST. WALLS 6 12" LONG HOOKED BOLTS 6 NEW FOUND. WALLS). FOR ANY - 3.5" 8-13 FOR 2'x4" WALL CONSTRUCTION AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL - 5.25" R-21 FOR 2'x6 WALL CONSTRUCTION AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" - 5.25" R-21 FOR FLOORS w WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® POSTING, U.O.N.). 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, p 5HEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TAE3LF_ R50I.-7 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY GLIMATIG GEOGRAPHIC DESIGN CRITERIA 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 GLASS WINDOWS AND DOORS ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: w/6" RISE 4 w/(2) 1/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE05 I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. CODE EVALUATION REPORTS. 5. RIDGE STRAPS SHALL BE ATTACHED TD EACH PAIR OF OPPOSING SET b" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-003. GROUND SNOW LOAD 25 LBS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 166-1 STANDARD ALLOWABLE M O N DA RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF CLEARANCES ARE PROVIDED. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH RAFTERS. DEFLECTION 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES - - AS-BUILT 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B ASPHALT ROOFING SHINGLES UNLESS OTHERWISE NOTED. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 1-/180 -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B 16" WITHIN 4' OF EXTERIOR CORNERS. SHINGLES OR APPROVED EQUAL. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2.21. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 INTERIOR WALLS d PARTITIONS WOO 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE WOODSGREN5 (INCH SERIES). WEATHERING SEVERE 1600 CAPTAIN KIDD DR. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE FLOORS 8 PLASTERED CEILINGS L/360 OF JAND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BAND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL BOLT SHALL BE LINE. Q 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. ENERGY CONSERVATION CONSTRUCTION CODE. FROST LINE DEPTH3-O' MATTITUCK, NY 11952 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 1" IN CONGRETE/MA50NRY 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ALL OTHER STRUCTURAL MEMBERS L/240 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. AND AT SPACING NOT EXCEEDING 4' ON CENTER. CONSTRUCTION. ELECTRICAL: DRAWING TITLE:I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S S• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL TO 201'1 NATIONAL ELECTRIC CODE, NFPA '10 AND 2020 NEW YORK STATE ICE BARRIER REQUIRED YES GENERAL NOTES SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. _ SPECIFICATIONS. ENERGY CONSERVATION CONSTRUCTION CODE. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE GORES AND REFERENCE STANDARD: I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 8. ALL GLA55 IS TO BE FREE OF MANUFACTURER AND IMPERFECTIONS. GLASS STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 5. NAILING OF ROOFING SHALL BE TO CODE. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 2• CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 COMPLETION of WORK. STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 6. CORRO51ON RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE q, ALL NINDOW5 TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH STATE ENERGY CONSERVATION CONSTRUCTION CODE. PERMITTED ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA T2: 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH - GENERALLY,VERIFY OR PROVIDE HARD WIRED T. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE SMOKE DETECTORS w/BATTERY BACK-UP IN: CONSTRUCTION MANUAL CONNECTIONINO, AND HE AMERICAN DATION - 2015 d PAPER ADOFRAME 2:12 PITCHES TO 4:12 PITCHES CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, STRUCTURAL DESICSN LOADS PAGE: ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS A. EACH SLEEPING ROOM (AFdPA) AMERICAN WOOD COUNCIL (AWG). 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF REQUIREMENTS. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. B. OUTSIDE OF EACH SEPARATE SLEEPING 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE AREA IN THE IMMEDIATE VICINITY OF USE LIVE LOAD DEAD LOADG-002mOO PLUMBINO CODE. TEMPERED GLASS. THE BEDROOMS (GENERALLY THE HALLWAY) - -- 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE G. EVERY LEVEL OF DWELLING EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEN YORK STATE FUEL GAS CODE. II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE (BASEMENT, FIRST FLOOR, $ SECOND FLOOR, ETC) MISSILE TEST OF ASTM Elggb AND ASTM EI886 AS MODIFIED BY 2020 NY5 BG DECKS 40 psf 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAL ELECTRIC SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET DATE: 08/23/23 2 OF 6 GONE, UCTIFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN CONSTRUCTION CODE. AN51/DASMA IIS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42"9 10 psf 15 psf A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN B' SHALL BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND ATTICS WITH STORAGE (MAX CLEAR HOT > 4211) 20 psf 15 psf ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE RED ARC PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS ROOMS OTHER THAN SLEEPING ROOMS 40p sf 15 psf PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE p �5 -4 M• pQ C� 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT Q`� 5V C) CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED SLEEPING ROOMS 30 psf 15 psf ON HE BUILDING. STAIRS 40 psf 15 psf Q1 O e , .;x GUARDRAILS AND HANDRAILS 200 psf 15 psf 0374 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC T�OF l"q ?� p I5 psf FOR CATH. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE '1-I6 (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDONN DETAILS TYF I SAL NA I L I NO/STRAPP I N0 REOU I REMENTS FOR FASTENINO SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER UFL I FT/ SHEAR/ � LATERAL WIND RES I STANOE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, a MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED Q AND ROUGH OPENING FRAMING REQUIREMENTS) 0 *BALL STRAPPING TO BE VWx 20 GAUGE** -- "SIMPSON" EQUIVALENT - C520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE LU ff- USE I Od NAILS I F STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) J ca FASTENER SPEC. FASTENER (y) HOEDOWN 'A' HOLDOWN 'B' DESCRIPTION Q .- N CONNECTION A NA I L I NO OR I D AND QUANTITY SPACING � ' L0 FOR NEW d EXIST. FOUNDATIONS AT RAFTER TO RIDGE �ry ROOF GE I L I NO FRAM I NO = r- O I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd _ (9 „�-^ CONNECTION: COMMON NAIL w/o PREBORED HOLES. i w ENDWALL NVHALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER z (3) 2x FULL (3) 2x FULL CORNER STUD r~�~r 2 2.WOOD 15 ASSUMED TO BE OP,#2 d BTR. IN DRY USE 0 N O HEIGHT STUD HEIGHT STUD ONNEGTED TO ~ FOR STRAP - 3 8 d* COMMON R.R. 2.. SERVICE a •(c -Y CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. n CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER JOIST (� r- ONNEGTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL X � (V TRANSFER SHEAR ry (EVIDENT DURIN6 INITIAL INSTALLATION)PREBORE THE NAIL O 0 4J "SIMPSON" HD02> 1 FOR ROOF SLOPES UNDER 5:12 WITH HOLE5,5ET NEN MEMBER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 0-003 EACH LAP CO HOLDOWN ANCHOR® 2-16d COMMON • • • • �' m a--+ W 2-Ibd COMMON LOCATIONS NOTED NAILS ® 6" O.G. # ROOF SPANS OF 24' OR GREATER, • • • • • • ,-.r 4-J L0 / 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CV NAILS ® 6' O.G. d ON PLANS 10" O.G. IF BLOGKE _. USE 4 8 d COMMON NAILS ® EA. � / • • CEILING JOIST LAPS OVER PARTITIONS(PAGE-NAIL) �f-Ibd COMMON EACH LAP C O 0* c O" O.G. IF BLOCKED CORNER POST .r END OF STRAP. �° • • 5.SEE SECTION b FOR ANY REOT TO CLINCH THE NAILS(TO Q � CORNER POST - G.J G.TIES TIGHTLY BOND THE END OF THE NAIL TO A 110° ANGLE,SEE x COLLAR TIE TO RAFTER (PAGE-NAIL SEE PAGE 6-003 PER TIE �`"`-•�.., GRAPHIC BELOW) ) "SIMPSON" HDQB 1 THE ABOVE ASSUMES A RAFTER ry - . D HOEDOWN ANCHOR ® � � SPACING OF I6" O.G.; FOR 6.DIMENSIONS ARE DERIVED vE FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END „ SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE LOCATIONS NOTED a OF 24 O.G., INCREASE NAILING BY A GR 4-I. n , ON PLANS - ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END W 4_ CONNECTION BI $ 52 AT RAFTER TO TOP PLATE TO STUD HOLDOWN INSTALLATION OPTIONS: GONNECT ON: WALL FRAMING FOR STRAP - 3 8 d COMMON NAILS ® EA. 62 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON I PER FOOT —� FOR NEW P. GONG. FOUND.'s • HOEDOWN CAST IN PLACE w/7/8"� THREADED ROD ° o• • • END OF STRAP. . . .— • s� WHEN IN TOWN OF 15LIF OR NAILING .•' °3 TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE FOR EXIST P GONG OR NEWLY CURBED FOUND.'s • • a • . ^ ` 7/8"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO - -. • • NOTE GEOMETRY EXCEEDS THAT PERMITTED IN t W CONCRETE w/ "51MP50N" SET(HIGH STRENGTH EPDXY ---I BI MAX.NAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-16d COMMON 24" O.G. ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT SIMP50N #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER To HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • \ • FOR TOENAILING - 5 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOEDOWN CONNECTION • FOR G.J. TO R.R. - Q 16 d COMMON NAILS 1 THREADED ROD REQUIREMENTS FOR ~�` ""---._._ BN PLATE TO FLOOR JOIST, BLAND JOIST, :2-16d COMMON 11,2PER FOOT v RAISED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: O ST, oBLOCKING FAGS- APPLICABLE) FOR EA. PLATE TO STUD ABOVE OR BELOW HOl_DOWN 'G' HOEDOWN 1�1' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING .— EOR NEW 4 EX15T. FOUNDATIONS FOR NEWLY POURED CONNECTION GI C,2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST n, FOUNDATION ® ONE STORY ONLY ; W (3) 2x FULL ENDWALL BRIDGING To JOIST (TOE-NAIL) 2-Sd COMMON EACH END Q HEIGHT STUD'- CORNER STUD 11 t CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END �R� TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS - • BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-16d COMMON H3EIGHT STUD ~ '��~~��/ C,2 ; TO STUD CONNECTION: 3-16d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. d y y '' x I o TOP PLATE (TOE-NAIL) ON PLANS 1`00,RNERIPOSOCKED G I FOR STRAP - 3 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-16d COMMON EACH JOIST _ � NAILS ® EA. END OF STRAP o I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d COMMON a BELOW - _2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-Ibd COMMON PER JOIST NAILS ® 61 O. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON I PER FOOT ° a ROOF SHEATHING STRUCTURAL PANELS: INTERIOR ZONE Sd COMMON b" EDGE / 12" FIELD ' e "SIMPSON" ST 14 CONNECTION DI 4 D2 SOLI INTERIOR PERIMETER EDGE ZONE s 8d COMMON (9" EDGE /6" FIELD HOLDOWN INSTALLATION OPTIONS: m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND. UP TO Q" RAKE OVERHANG 's •-•-•"'`• HOLDOWN CAST IN PLACE: w/7/8"� THREADED ROD ~f • 1 FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATH I NO • We)'V THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO i ' ' PLATES) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY FROMIN. _ ''• • ----_'� I GYPSUM WALLBOARD Sd COOLERS 7" EDGE / 10" FIELD ADHESIVE), 8 FOR TEMP.'<.s O°F-40°F USE "SIMPSON' AT F (HIGH STRENGTH ACRYLIC ADHESIVE) ONE �4 REBAR CORNER f FOR STRAP - 3 8 d* COMMON NAILS ® EA. - ,,/ I SPECIFIED ON D I o END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWNFOR EA. PLATE TO STUD ABOVE B OR BELOW - -- 0 0 w/7/8"0 THREADED ROD 2 I6 d COMMON NAILS STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD m ALTERNATE CONFIGURATION - ABOVE STUD TO5d COOLERS 7" EDGE / 10" FIELD GYPSUM WALLBOARD ° FLOOR CONNECTION wSTRAP w/(3)/ # LPT4 SIMP50N (OR - 8d NAILS® EA.ENDZ NA I L I NO/STRAFE I N� @ WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES � ..�� OF EA.STRAP TO - W EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE O SIMPSON H2.5A) U NOTATION: A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.77,P. ISq);WHEN 5TRAPP STRAPPING (OR EQUAL). I" or LESS: 8d COMMON 6" EDGE / 12" FIELD CONNECTION E STRUCTURAL PANELS: REQUIRES OVER 14 NAILS,USE SIMPSON GSIb 'rte B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2012, WFGM,TABLE 3.235, P. ql) -~ ~ ~ - GREATER THAN I": IOd COMMON 6" EDGE / 12" FIIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2018 WFGM,TABLE 3.230,P. 211 ALTERNATE AS PER TABLE 3.230,P. 2113) r --'~~"~�~~~• ; I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. W A -D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q (2018 WFGM,TABLE 3.1,P. ISq) a FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) PLATE(5) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR G F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) ® EA. IDE j °~ a ° ,a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. B (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.8, P. 1111) ° °° ° ° e a ° a a° 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: E '` FOR STRAP - 3 8 d* COMMON NAILS a L.) - FOR ROOF SHEATHING NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D OF THE PERIMETER EDGEIOF THE ROOF, INCLUDING 4' ON EACH �- _ a as END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE M 0 N DA FASTENING SCHEDULE B ' a a -F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS "� , 2° USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) `- FOR EA. PLATE TO STUD ABOVE OR BELOW - '�`'-•• 2 16 d COMMON NAILS AS-BUILT A - - NOTATI ON SIONAOE FOR TRUSS TYPE PRE—ENGINEERED ROUGH '°` B G D E F G WOOD, AND/OR TIMBER GONSTRUGTION OPNG _ THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC, METER BOX ATTACHED 1600 CAPTAIN KIDD DR. 2'-0" 3 I I I I I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK, NY 11952 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR ��L I I N� O TO LAT A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE 4'-0" 6 AUTHORITY HAVING JURISDICTION: BRAG I NG/STRAPP I NO DRAWING TITLE: * - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. 6'-0" ci 1 1 3 3 3 3 - ---- - (B) - REQUIRES SILL PLATES OF 2"x6" (MIN.) FOR RAKES 12'OR TOP PLATE -- BLOCKING 2 OLDOWN, ANCHOR BOLT, LESS PROVIDE 12 2 3 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING 0 12.O.C. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH FOR WIND - EXPOSURES B8G - FOR WIND - EXPOSURES Bso - 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "1", "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS 10'-O" 14 2 4 5 5 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE -- THE STRUCTURE UNDER SECTION 602 OF 16 2 5 6 6 6 ��}� - ire.+ k 12'-O" BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE THE NYS BG. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT) TYP. STRAP w/(3) PAGE: Sd NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 21-0"/2'-6" 12'-O" 3'-O" OF EA. STRAP 40 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, I6'-O" 3'-O"/3'-q" I6'-o" 4'-0" A_TTIC PRE-ENGINEERED WOOD, OR TIMBER G-003mOO 20'-0" 4'-0'/5'-0' 20-0" s'-o" P CONSTRUCTION AS FOLLOWS: ANO# OR BOLT SFEC I I GAT O „ „ _ , - F - FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS GIRDERS s BEAMS SPECIFICATION (2018 WFGM TABLES 3.2A 8 3.28, P. 15-7-160) - A 24'-0" 4'-0"/5'-0" 24'-O" 6'-O" BACK® 4 O o.G. - "R" = ROOF FRAMING - "FR" - FLOOR 4 ROOF FRAMING DATE: 08/23/23 GO CO'ORNDITION sq" FOR ALL STRUCTURES: - 3 OF 6 • • 5/8"� ANCHOR BOLTS ® 311" O.G. 28'-O" 5'-O"/6'-3" 25'-0" -1'-0" • 32'-0" 61-011/7-61, 32'-0" ry SECOND FLOOR ru 36'-0" 7'-0"/8'-q" 36'-O" NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE h h CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 5.-O"/IO'-O" 40'-0° 1. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS �� Ld w/ 5" SQUARE WA5HER5 AND END NUT SETUP; BACK ® 4'-O" O.G. „ .( m J+ END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O° 10'-O"/12'-6" 50'-O° 13'-0" CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TYP. STRAP w/(3) STROKE TOP TWO COURSES SOLID Sd NAILS EA. END u. f n 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT NALL 60'-O" 12'-0"/15'-0" 60'-O" I6'-0" OF EA. STRAP r A, 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI6HT5 FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY B 7 HOLD DOWNS FOR 5HEARWALLS FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE AOVE 0-O' 14-O 70-O„ Iii-O„ ” NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 4 12' 80'-O” 22'-O 074(ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): I I FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL- 1.125 --- REFLECTIVE REFLECTIVE -- (SEE DIAGRAM TO LEFT) l0'WALL- 1.2s BLOCKING 2 BAYS u'WALL- 1.5-rs RED PANTONE WHITE OF THIS COLUMN w/MULTIPLIER BACK ® 4'-O" O.G. 4. COORDINATE wWALL- 1.5 FOR 1O'-O" WALL/ HOLDOWN LOCATIONS 12' #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAMING GRAPH I GS DONT)NUOUS BUILT-UP C I RDERS, 3 OR MORE SUPPORTS I I Y `H,�I D /� I/� (THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A F I REELOCK I NO FOR FLATFOR1-1 OOFRAM I I 0 WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REauIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL, RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN I/b a CONNECTION d 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.32' LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-5'TOPPIN6. W NON-LOAD BEARING WALL OFFSET FROM SUPPORT � SUPPORT. NO TWO ADJOINING JOISTSNOR MORE A �(2)ROWS IOd NAILS o 12"O.G. P J cc THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T � STUDS STPD f B (3)ROWS IOd NAILS o 12"O.G. , SERVES AS FIRE5LOPPING. SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q +- (V (2)ROWS I/2" -P BOLTS o 12'O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE •E w SUBFLOOR G DBL a ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPINO. O SOLE PLATE I BUILT UGI P RDER P MAX.32" NAILING: 'p BOLT5 m IV O.G.D ' SOLE PLATE (2)ROWS I/2 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE COQ l TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES A5 FIRESTOPPIN6. - E l(2)ROWS 1/2" m BOLTS m 24"O.G. SIDE WITH IOd NAILS TWO NEAR EACH END OF +� BETWEEN 1/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOGIKING O N z O (2)ROWS 3-3/8"TRJ55LOGK 51_REW5 a 12"O.G. d 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. CL '� Y SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH (2)ROWS 3-3/8"TRT- LOCK SGRENS a Ib"O.G. P .--- G SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH - b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE2 X (U SCREWED ON(1)SIDE OF MEMBER - --- ------,- _--- _ _ JOIST, OTHERS STA66ER=D w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O 4- 1 �r(2)ROWS 3-3/8"TRUSSLOGK SCREWS® 24'o.c. l P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. O m Cfl tl JOIST `�GRENw ON(1)SIDE OF MEMBER I O THREE-PIECE "i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N Cts MAXIMUM OFFSET (2)ROW5 5"TRU55LOCK SCREWS O 12.O.G. BUILT UP 61RDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d O J0I5T DEPTH,d SCREWED ON BOTH 51DE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O c MATCHED SIZE OF BLOCKING -- ----- P NAILS ON EA. SIDE w/ TWD NEAR EA. END OF EA. SERVE AS FIRESTOPPING. Q '- �- G (2)ROWS 5"TRUSSLOGK SCREWS O Ib"O.G. 4 UNDER NON-LOAD BEARING FIRESTOPPINO AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERM'DIATE JOINTS, AND w/ THE PARTITIONS 6 32" O.G. BLOCKING STUD - OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROWS 5"TRJSSLOGK SCREWS 19 24"O.G. BETWEEN I/b SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE -- - -- 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE A55EMLF-D AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CE I L I NO BRAG I NG P / STRINGER TO SERVE AS FIRESTOPPIN6. CANTILEVERED FLOOR 1.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED IN/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 5"OR SMALLER FOR THE THREE-PIECE GIRDER. - IO. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN 'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P, GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH -4 SUBFLOOR MASONRY PIERS, NAILED TO WOOD POSTS OR J SOLE PLATE 2"x4"CONTINUOUS &ABLE END FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE 4 60.0. TRUSS / THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN5 SHALL BE U J0I5T 2) lOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n 1 f PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON W _A I `� L I I `lO�ATTERI `�S FOR SIDE LOADED 5E�MS (I c • FLUSH I 5EAMS) AS FIREBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE (LTLJ, 1 10)Sd 1� �J 1� -LOCATIONS REOUIRUN6 FIRESTOPPIN6- AS COMBUSTIBLE NAILS • FIRE- FIRE- WOOD FIRESTOPPINO FIRESTOPPINO STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS rm ( , JOIST * Sd COOLER NAILS® 10" O.G. NAILED' BOLTED' VERTICAL1.1 v `BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE 2 IRONS Ibd 3 Rotas Ibd 2 Hxowsl5 2 ROWSJ�• 2 ROWS1�" ' w/(4) IOd NAILS COMMON COMMON BOLTS s�4" BOLTS BOLTS FIRESTOH'PINGN&iEN i--" O 12.O.G., O 12"O.G.' o.c.57A5ReD O 12'O.G. a b'O.G. COVERING IS APPLIED 20 o.STRAP TO UNDERSIDE TS II VIII STUD GYPSUM BOARD g TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS OF (10) 8d NAIL BEAM SELECTION w/ 5TD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 DOUBLE PLATE 'Sd COOLER NAILS® 10"O.G. JOIST SHALL BE LOCATED DIRECTLY #INN E: ENDWALL STUD AS NOTED IN NOTES S-i 8 8 ° ° ° ° ° ° " ° W NONGOMBU�'TIBLE ALTERNATE DENOTES ALT.FOR USE OF DRYWALL 50REWS FIRESTOPPIN6 LOCATION Q OVER STUDS,UNLESS TOP PLATE 15 4"® EDGE/I2"m FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES SOLE WOOD FIRE5TOPPING of GIRDER DESIGNED TO CARRY THE LOAD SGREW5#6- V4 TYPE W OR 5 FIRESTOPPING LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL IIS INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE KASHERS UNDER HEAD AND NUT' ° ° ° ° Q° O OVERLAID ROOF 3.STAGGER EACH ROW OF FASTENERS BY 12'. O O O O O O O n lii' b 2'SPACE NOT ATTACHMENT @ \/ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. 1: III FIRESTOPPIN6 TO BE FILLED 115 \\ k 0 APPROX I,NT'GHETHic�SroPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER. F6.OR VALUES FOR NAILRAILING ACTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED Q LOCATION '7 MR 57D.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: S 88d INAILS T.2 ROWS OF Ibd COMMON NAILS 02.O.C)FOR DEPTS 9 12"OR LESS LOCATION 8 \ FIRESTOPPIN6 LOCATION \ O EA. END• R.R. b.5 ROWS OF Ibd COMMON NAILS(12.O.C)FOR DEPTHS OF 14',Ib't 18'. LOCATION 10 FULL WIDTH 2"x BLOCKIN z O to GONSTRUOT 1 ON DETAILS N I ND LOAD FA7H OONNEGT I ON DETAILS TOP PLATE DRILL 2"m INTO ROOF INTERSECTION DETAIL - DECK FOR STRAF'PIN6 IN5TL. NOT TO SCALE XIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS `�' IOd NTINUOU5 LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R. AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR® '5HED' WOOD JO I ST -O WOOD JO I ROOF,R.R. IN LINE CRIPPLE STUD _ fl BLOCKING JOIST HANGER HEADER GENERAL REG2U I REMENTS FOR OF-NERAL REG2U I REMENTS FOR - - z W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER WOOD GIRDER JACK STUDS 1p��1 WOOD JOIST - - O W MAIN MEMBER W Q i�o• `40° � Q JOIST FRAMING OVER WOOD GIRDER JOIST FRAM I NO FLUSH W 1 TH G I RDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMS DIAM.X5 APPROX. 30" w/THE MAIN MEMBER d STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, M 0 IV DA I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF (3) NAIL DIAM.'s AT A 90" ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN c MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST AS-BUILT SIX TIMES THE DIAM. OF THE NAIL RAFTER 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD J WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE 1600 CAPTAIN KIDD DR. IN EA. SIDE W 2 WHEN FASTENED TO A "xb" TOP PLATE. BATHTUB SUBFLOOR DOUBLE JOIST DOUBLE JOIST -O TOP PLATE MATTITUCK, NY 11952 GHIM. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS fl BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'G TO R/L 51DES w/STRAPPING TO R/L SIDES) u PAGE: TOP TOP PLATE ® O N WIND RESISTANT CONSTRUCT I ON CONNECTORS GHIM. CHASE WALL z Q U CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO w Q R06E-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS a z Q ® RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER DATE: 08/23/23 LL w z 4 OF 6 ROOF I j o D_ RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER z REOV BLOGKIN6 o O TO ALIGN w/STRAPPING PLATE-TO-WALL STUD 05200 18" Q Q APPLY TO EACH WALL STUD tu ® EA. THEEFI s��/ ® z4 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 36" APPLY TO EACH WALL STUD RE©A�'c 1 w ® HEADER-TO-JACK STUD C520 @ 12" FLOOR/GLG. � APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER HS APPLY TO EACH CRIPPLE STUD z ' " <0 SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END , ✓ w WRAP UNDER DOUBLE SILL PLATE ` A o �� `' ,y0 IST. FLOOR-UNDER-SILL PLATE C520 (USE WITH 3" SQUARE WASHERS) ATF SIDE VIEW PLAN VIEW OF t1l USE THE FOLLOWINO OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (5ENERAL FERAL SNr�EOL ENTOO FLOOR PLAN NOTES EXISTING TO BE DEMOLISHEDNEW PARTIAL HEIGHT A/G NOTE:1 0- WOOD FRAME (L.G. STL. O I. EXIST. AIR HANDLER 4 DUCTWORK Q EX15TINO TO REMAIN WHEN APPLICABLE) W A/C CONDENSER: NEW WOOD FRAME (L.G. NEW FOUNDATION WALL I. SIZE CONDENSER BASED ON NYG MEGH. CODE. _ _ _ _ w 2. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING Fca STL. WHEN APPLICABLE) OF ENTIRE GJ. FT. — , 3. CONDENSER ON GONG. PAD NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \-\ I I � c Lo © POST FOR 4 WALLS \\ O ELECTRICAL METER: NEW 2 xfo R.R. V_ WOOD FRAME (L.G. STL. v (MIN. (2) 2"xb" STRUCTURAL 2 EXIST. ELEG. METER AS PER NY5 MEGH. CODE, d UTILITY WHEN APPLICABLE) G0. STANDARD5 I = 0 NEW 2-HR FIRE RATED POST FOR b WALLS), U.O.N. I O 0� z O WOOD FRAME (L.G. 5TL. WINDOW NOTE: N 0 I. ALL CA5EMEtT WINDOWS TO HAVE STRAIGHT ARM HINGE. III -1:12 -1:12 I I ALUMINUM GUTTERS 3 a. '� � �[ I WHEN APPLICABLE) O 2 ALL DOUBLE HUNG WINDOWS TO BE TILT WASH w 3.IN GENERAL, TEMP. OL. SHALL BE PROVIDED: III _� �� DOWNSPOUTS (TYPJ T U � 3.1. FOR ALL SKYLIGHTS S OPERABLE PANELS OF 7 I Q I c X0 CV SWINGING,SLIDING, 8 BIFOLD DOORS ly I I 0 0 m C9 3.2. WITHIN IS" OF F.F. ( I cv 3.3. WITHIN 24" OF A DOOR X I J CV cu 3.4. WITHIN STAIRWAYS d WITHIN 36" OF A LANDINGI I iv I Q 0 a O 3.5. WITHIN TUB/SHOWER ENCLOSURES 3.b. SEE AL50 GENERAL NOTES ON PAGE 0-002 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM = - - — E_- - — (2) 2"x10" HEADER U.O.N. 5. WINDOW FALL PROTECTION SHALL BE PROVIDED PER NYS 8312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72" I I L ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. EGRESS NOTE; IN COMPLIANCE WITH NEW YORK STATE BUILDING EXIST. I 4-J CODE,5EGTION 8310.2.1;THE FOLLOWING MEANS OF ROOF EGRESS SHALL BE FOLLOWED: STRUCTURE I U . NET CLEAR OFENINO........... 5.7 S.F. I n 1 NET CLEAR HEIGHT............... 24" MINIMUM w^ NET CLEAR WIDTH................. 20" MINIMUM 1� (LTL Jl ■-T- OWOOD BURNING STOVE: INSTALL AS PER MANUFACTURER SEPCIFICATIONS d NYS CODE STANDARDS ROOF 7 O O F PLAN L A I ` N U c 5GALE: 1/4" = 1'-0" L U) W 0 NATURAL LIGHT 4 VENTILATION (HABITABLE SPACE) FLOOR AREA 164 S.F. S.F. REQ. S.F. PROV. LIGHTING;MIN. 8% OF FLOOR AREA 13.1 S.F. 12.2 S.F. VENTILATION;MIN. b.b S.F. 7.7 S.F. 4% OF FLOOR AREA 7'-by.2 7'-by2" 5'-�2" 10'-I" 3'-5y2" 3'-b" I6'-2" ly A-201 (2) 2x10 P.T. GIRDER L A-201 - � (2) 2x10 P.T. GIRDER r - - p - r 2 - - - - - - - - - - - - - - I v' EXIS2'5T 'SCASEMENT CX1 5 4'-7" 3 STEPS A-2ol I DOWN 5.7 S.F. EGRESS OPENING wQ I AS-BUILT A-35 01 F - - - - - - - - - _ I � I ' - ' I HOOD DECK O x ' i O I 305 S.F. i 1'7'q" DLG. N AS-BUILT 11 H I I / \ is `r p HOHT. AS-BUILT �' 1 r F (2) 2x10 P.T. GIRDER CRAWL 1 d I m _ / \ Z SPACE + O I I / \ m m A8b fS I . O o 2 NQW 6 O I II =ry ry ® N g1 / w cV iti NEW 2"x8" G.J. Q V `'9 1 I -1'_2" ® Ib" O.G. N X ? NEW 2"x10' F.J. zp ' \ I ® Ib" O.G. � I I 3�_�/22.. . --2'-O"�' 4'-O" -8 �I i 74, / EXIST. EXIST. SM �- I 2'4"x2'9" DBLH. 2'O"x1'4" AWN. W - � I - - - - - - - - - - J - - - - -I = 1 - - - - - ' S.H. = 3'11" S.H.=S'4" Q - - - 0 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - @ DW w Z - � 0O � - - - - - - - - - - - - - - - - - - - - - - - - - 1 EXIST. 4x6 SLDR ��� O - Np I 0. SLDR. x28 � I I ° I I � � af,r�. � � PROJECT: Q i i S.H. = 3'0" 30 S.F. m m I KITCHEN - O EXIST. 3'-I" BEDROOM o r _EXIST. M O N DA I O x 164 S.F. X) 1 I O A/C UNIT I A/G UNIT _ 4 URNING WOOD 81 S.F. d' N X -'� � AS-BUILT w STOVE I VAULTED 2Qx6$ w N Ul 2 I I CLO. PV EXIST. I I 1 SKYLIGHT p I BASEMENT ' I I I 12'5" O.H. x a ® PEAK w SMO 17 S.F. :::26xj&254 S.F. a XIST. HAL w 1600 CAPTAIN KIDD DR. 9'-9" 4'-2y2" I a I — -- - _ _ 2Qxb$ MATTITUCK, NY 11952 .oD cV � b2To D XO I -� EXIST. _ �_ _ _ &-- ' 5" 4- CRAHL EXIST. — 1 SM SPACE xbDINING/DEN 21 - O DRAWING TITLE: BOT. OF U~1 " 335 S.F. BEAMI i - ^m N EXIST. O FOUNDATION PLAN SHELF 4' I ,- 715" CLO. LIVING ROOM ABOVE ' , HOHT. 1s5 s.F. FIRST FLOOR PLAN BASEMENT I _ I 1 IEXI5T. OIL HOT WB ATER OILER d FLOOR i I =, EXIST. I INDIRECT WATER HEATER. I I 7'11" DLG. O BEDROOM - I HGHT. II6 S.F. I I I J _ PAGE: I I o M l C f EXIST. - I ' OIL TANK d 0 EXIST. EXIST. n1 I (2) 2'6"x4'2" GSMT. x EXIST. a ® ■ oo (3) 3'9"x2'8" SLDR. (1) 2'6"X47" PICT. to 4'9"x5V' DBL. CSMT. - - - - - - - - - - - - - - - - - - - _ _ _ _ - - _ - - � i S.H. = 3'O" S.H.=2'5" EGRE557.25.F. I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3' I4' L - - - - - - - - - ° J�2" ) 2" 4'�' 2" DATE: 08/23/23 5 OF 6 4'-8" 27'-2" 47'-i" _ f EXIST. d) m COV. PORCH S.F. _ ® NATURAL LIGHT $ VENTILATION L T (HABITABLE SPACE) �• FLOOR AREA 116 S.F. S.F. REQ. S.F. PROV. �� �O� s 0 b'-Sy2" LIOHTINO;MIN. 8% 9.3 S.F. 12.0 S.F. Q OF FLOOR AREA 7-by2' VENTILATION;MIN. ilk, 4.6 S.F. 11.4 S.F. 4% OF FLOOR AREA 02 740 OF t4 FOUtZ)A71 ON PLAN FIRST FLOOR PLAN 5GALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ELEVATION NOTES a NEW ROOFING NOTE (TYP.):O Q I. NEW ASPHALT ROOFING 2.INSTALL ICE AND WATER SHIELD FROM FA50IA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS w 3.INSTALL 15 # BUILDING FELT N.O.N.) OVER Lu 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) J co 5. GAP SHINGLE OVER RIDGE $ HIPS (AS REQ'D) 12 (y) b.PROVIDE RIDGE VENT(AS REQ'D) Q 4- N 7. FLASH ALL VALLEYS & '- -.INSTALL DRIP EDGE AS REO'D O 9. INSTALL ALL AS PER MANU. 5PEC.'s j � 12 O � O 2 12 (.0 X _TYPICAL ROOF 8 CEILING CONSTRUCTION: _ • NEW ASPHALT ROOFING O O (V z O • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWDft'� � SEAMS) - - - -- -�— • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER �' - --- = O G X :3 CV 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) O 4 • PROVIDE R-49 BATT INSULATION V414EREVER ALLOWED - 0 m .d-+ PER ATTIC SPACE4-J N co L.f) -- O NEW EXTERIOR WALL CONSTRUCTION (TYP.): / X\ 3 4 Q Q. O O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON DO • 1/2" GX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD - SEAMS) UPON --- ex dJ /� � • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE - - - w • MIN. R-21 BATT INSULATION :p • 5/8" GYPSUM BD. WALL FINISH NEw SIDING NOTE (TYP.): �x O4 I. AS-BUILT LAP SIDING F.F. F.F. 2."TYVEK" HOUSE WRAP (OR EQUAL) F.F.F - - F 3.INSTALL ALL AS PER MANU. 5PEC.'s F.F. 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION U • 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL O5 TYPICAL FLOOR CONSTRUCTION: 1. AS-BUILT FINISH FLOORING UPON 4-Jm W 2. 3/4" T40 GDX PLYWD. SUBFLOOR GLUED d SCREWED ■ 3. F.J. AS NOTED ON PLANS - AT SPANS OVER &' INSTALL X' BRACE BATT IN REAR ELEVATION (NORTH) R15HT ELE\/ATI ON (EAST) + 4. MIN. R-30 BATT INSULATION ATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" v Qom •!!—nn v !! W RTION 0 PLAN NOTE: HATCHED AREAS INDICATE AREAS OF AS-BUILT WORK m EXIST. RIDGE HEI6HT&1I HEIGHT12 ---------- ELEV. +14.2'IT � 6 12 - - pig -712 - - - -- G.J. AS PER PLANS \s - - - dJ LL F o --- ----- �' - - - - 0 in +1 EXIST. FIRST FINISHED FLOO +, +' --- ELEV. +0.7' =ry � _ AS-BUILT ADDITION F.F. F.F. F.F. wmmwwl F.J. AS PER PLANS` BASELINE X z ELEV. +O.O' z z w O BU I L1 I NO SECTION FRONT ELEVATION (SOUTH) LEFT ELEVATION (WEST) cr " SCALE: 1/4" = 1'-0" SCALE: I/4" = 1'-0" SCALE: 1/4" = 1'-O" ui Q 0 PROJECT: MONDA PROVIDE 3" (MIN.) GONG. COVER AS-BUILT OF ALL REBAR WITHIN P. GONG. FOUND. WALLS d P. GONG. FTG'S. PROVIDE STRAPPING +4 NAILING AS PER CONNECTION 'D' IN "TYPICAL NAILING/STRAPPING PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, 1600 CAPTAIN KIDD DR. BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. (WHEN APPLICABLE) MATTITUCK, NY 11952 FLOOR SYSTEM AS NEW(2) 2"xb" P.T. SILL PLATES 51MP50N H2.5A RAFTER UPON SILL SEAL UPON COPPER DRAWING TITLE: NOTED ON PLAN TERMITE SHIELD TIE (OR EQUAL) 5/4"xb" P.T. DECK 5/4"xb" P.T. „ BOARDS EXTERIOR ELEVATIONS DECP.T. DECK JOISTS AS NEW 5/8K BOARDS � HOOKED ANCHOR NOTED ON PLANS BOLTS ® 39" O.G. w/3" SQUARE - - - - - DESIGN DETAILS WASHER E ENONUT BUILDING SECTION 5/4" x REOV L ASPHALT DAMP (2) 1/2"(P HOT DIPPED GALV. Z PROOFING TO EXTERIOR HEIGHT P.T. RISER #4 HOOKED VERT. r y ° af'\\, BOLTS ® EA. POST w/OVERSIZED REBAR ® 48" O.G. I _ Z EXTERIOR SHEATHING AS 5/4"xb' P.T. G , GRADE P.T. D.J. AS WASHERS 8 END NUT PREBORED II PER PLAN iv INTO BEAM, POST, DECK TIE d PER SECTION NOTES PAGE: DECK BOARDS #4 HOR. GOVT. REBAR ® TOP d II i RIM BOARD ASSEMBELY SIDING MATERIAL AS 2"x BLOCKING ® EA. ��� _- BOTTOM OF WALL (2 TOTAL) - z PER SECTION NOTES STRINGER TO MATCH SIZEAl P.T. BEAM AS NOTED OF P.T. DECK JOISTS :.II X- N- - SOLID BLOCK ® 12" O.G. P. GONG. FOUND. WALL II d BUILDING PAPER $ HOUSE WRAP (MIN. 4,000 PSI) II FASTEN STRINGER TO (2) 51MP50N DJTI4Z (U 1/2"o H.D. GALV. THRU i TO FULLY OVERLAP FLASHING A-20JmOO P. GONG. CONT. FTG. II O z ; DECK JOIST TIE ® BOLT w/OVERSIZED WASHER EXIST. STUD WALL BLOCKING (MIN. b - i - NUT (MIN. 4,000 PSI) II _ -- � 1 EA. POST POST �CRKE�RSETD IE TO i FASTENERS) I, • - i^ "Z" FLASHING NoSir� (3) #5 HOR. CONT. REBAR 51MPSON" ABA44 ( 5/4"xb" P.T. DECKING DATE: 08/23/23 GAP FOR 5ECTION/DETAIL5) 2'x12" P.T. STRINGERS ® Ib" 4" P. GONG. SLAB II°< m ® COLUMN BASE (U.O.N. ON PLAN/ 6 OF 6 i 4" THK. x IR WIDE x WIDTH O.G. (MIN. 3 STRINGERS ® a a fail = cv 4"x4" P.T. POST x DRAINAGE OF STAIR P. CONG. PAD EA. STAIRWAY) ° ---- - - -- -- 12"0 'SONOTUBE' FILLED II T 2"xb" P.T. BLOCK IN BETWEEN - NOTE: b MIL POLY Q .°mom —� SOLID w/ P. GONG. oll EA. STRINGER. FASTENED TO X ALL DECKING SHALL BE FASTENED —MOISTURE RETARDER - e — - (MIN. 4,000 PSI) p \���G P. CONC. PAD w/ 19/64' x th I w/COATED DECKING 5GREW5 BY I 4" GRAVEL BASE " — ( I O 4 3-1/2" CONCRETE SCREWS BY r "DECK MATE" (OR EQUAL) I I -4" ° O METAL DTT DECK TEN51ON 'CALIBURN' (OR EQUAL) - MIN. PROV. GLEAN ! JOISTS AS PER PLAN FASTENED w/(2) Z. TIE BY 'SIMPSON' (OR FLASHING (3) SCREWS PER BLOCK O" MIN. COMPACT FILL ( � nl 5/8" � x 5" LONG HEAVY DUTY GAL. EQUAL) I I 1 ( LAG BOLTS ® 16" O.G. INTO MUD 51LL b GRADE GRADE p o RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER FLASHING P.T. DECK JOIST • � p w/(2) 5/&"(Vx 5" LONG APPROVED to ��=�"•='�`�"> � ° -- MASONRY ANCHORS ® 16" O.G. AS PER PLAN Q' I. d EXIST. FOUNDATION WALL 0374 9rF OF (� EXTERIOR WOOD STAIR DETAIL � FOUNDATION WALL DETAIL � EXTERIOR WOOD DEC,< DETAIL �. LEDOER DETAIL A-201.00 SCALE: 3/4" = 1'-0" IA-201.001 „ A-2o 1.00 A-201.00 SCALE: 3/4” = I'-O" SCALE: 3/4 = 1'-0" SCALE: I" = I'-O"