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HomeMy WebLinkAbout50720-Z r .,. TOWN OF SOUTHOLD � � ell , BUILDING DEPARTMENT G ' TOWN CLERK'S OFFICE " ��nr 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#: 50720 Date: 5121/20 w_............................. ........ Permission is hereby granted to: Shipmawn, Jonathan PO BOX 1472 Mattituck, NY 1195 _._.. _..._. _. .... . ..._. ....To: Construct an accessory equipment shed (24x48) to an existing single-family dwelling as applied for. Must maintain a minimum rear and side yard setback of 15 feet. At premises located at: 4745 Eliiahs Ln Mattituck SCTM # 473889 Sec/Block/Lot# 100.-4-11 Pursuant to application dated 4/10/2024 and approved by the Building Inspector. To expire on 11/20/2025. Fees: ACCESSORY $701.00 CO-ACCESSORY BUILDING $100.00 Total: $µ 801.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold,NY 1 1 971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hit a ://www.s L 1111?Al—to Date Received APPLICATION FOR BUILDING PERMIT ' E WE For Office Use Only ..r PERMIT N0. Building tlrrspectcrr; *_,Jil- Applications and forms must be filled out in their entirety.Incomplete rc4� rc applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Jonathan Shipman SCTM#1000-100-04-11 Project Address:4745 Elijahs Lane, Mattituck Phone#:6314569122 Email:sham rocktree2175@yahoo.com Mailing Address:4745 Elijahs Lane, Mattituck CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 1 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 ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑C1tllerAccessoryStructure $100,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? I*Yes *No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: l np T&.rn. Vio Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): v E�ye'(- err-, uthorized Agent []Owner Signature of Applicant:z ate; STATE OF NEW YORK) SS: COUNTY OF m O being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20n , .. � Nota,: u c DARCEE AUFE�NANGER PROPERTY AUTHORIZATION [NOTARYP.UBLIC,STATE OF NEW YORK(Where the applicant is not the owner) egistrtion No. 01A00019644Qualified in Suffolk Countymission Expires January 9,2028 �JE I residing at do hereby authorize '"� apply on my behalf to the Town of Southold Building Department for approval as described herein. 10 ier's Signature ate Print Owner's Name 2 �c - u- i 5or720 NOTES $ 5f=EC'.I F I GATI ON5 FOUNDATION, CONCRETE, AND MASONRY CARPENTRY WOOD FRAMING MATERIAL 5T6NDAR05 A55RE Y I AT I ONJ IT 15 THE CONTRACTOR'S RE5PON51BILITY TO KEEP THI5 CONSTRUCTION DOCUMENT MINDED I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH 02 4 BETTER (Fb = S75) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE Tor�ETHER AT ALL TIMES. IT Is ALSO THE coNTRAGTOR'S RESPONSIBILITY TO READ ALL NOTES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION ST ALLGATIS. I ANDS FAMILIARIZED WITH THE PLANS PRIOR TO WORK SUB-CONTRACTORS IN 5UGH A MANNER TO ASSURE THAT THE CONDITIONS OF PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING d THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED BFE BASE FLOOD ELEVATION INT. INTERIOR 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q GENERAL 2. ALL FOOTIN&5 TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BLDG. -� BUILDING IEKKIPS (1000 LBS) 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE S. SILL5 TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENT5 OF THIS DOCUMENT W APPLICABLE BUILDING DEPARTMENT. 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BM W BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS co IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL 5 WOOD FRAME GONST'RUGTION MANUAL AND THI5 PS FORMAT, AS J 4. FOOTIN65 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS APPLICABLE AS A DERIVED WDRK). �, BOTTOM OF MAX. MAXIMUM .� � co ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR Q a-' N M STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM EGH, MECHANICAL �S, U.O.N. PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 07 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM r-- 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING _ -0 r- Q AND AUTHORITIES HAVING JURISDICTION. UNTIL 1=1 TIER OF FRAMING IS IN PLACE. RULES SPECIFIED IN 1.1 THROU644 I.B. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF c +-� � > 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, i 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY O C N Z r OF THE OWNER/BIJILDER "1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED d 'cc L0 Y 8. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED -1. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION A6ENCY 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/ JOB CONDITIONS SOLID WITH CONCRETE. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE GOUT. CONTINUOUS O.G. ON CENTER c � X N SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE O O +� wITH THE woRK. DBE. DOUBLE OGG. OCCUPANCY C4 g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. 6RADEMARK SHALL INCLUDE AN EASILY D15TINWISHABLE MARK OR m 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE GRADING A6ENGY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION O.H. OVERHANG � N � 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENOTH AT 28 P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE PS20-qg. O c0 UNLESS APPROVED BY THE ARGHITEGT/ENCiNEER. DAYS OF 4,000 P.5.1., U.O.N. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION Q �' 7. CONTRACTOR TO VERIFY DIMENSION OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. CENERALLY, SHEATHING 15 OF 1/2 THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 1 010.1 STRUCTURAL (SLUED LAMINATED BEFORE THE START OF FRAMING II. GONG. 5LAB5 TO REST ON MIN. OF 6 FINE GRAVEL OR SAND WITH D.J. DECK JOISTS P. GONG. POURED CONCRETE 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN 8. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED EA. EACH PL. PLATE q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECED WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM M5055ENCE ELEV. ELEVATION PLYWD. PLYWOOD 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10.CERTIFICATES, CERT. ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, (1) WALL TIE PER (5) 50. FT. NAILING A5 PER FASTENING SCHEDULE ON PAGE G-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS EQUIP. EQUIPMENT P.T. PRESSURE TREATED CERTIFICATES, GERT. OF OCCUPANCY 01Z COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EXIST. EXISTING RF-01D REQUIRED 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. APPROVED EQUAL. EVALUATION REPORT. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES EXT. EXTERIOR Rl RISER '�J PERMISSION FROM THE ARCHITECT. 1 FROM FOOTING TO 2 ABOVE FINISH GRADE. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF F A I. FRESH AIR INTAKE ;RM. ROOM v - 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF RESPONSIBLE FOR DESIGN INTENT ONLY. Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN, THE r�11 J,OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITEGT/ENOINEER. NO EXCEED 5'-0" AND AT EVERY 8'-O% 60VERNIN0 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FAR FLOOR AREA RATIO R.R. ROOF RAFTER 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. F.A.V. FRESH AIR VENT STL. STEEL �� 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL I'7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL ARCHITECT/ENGINEER. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE FP FINISHED FLOOR 5.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC:., GLEAN 6LA55 AND LEAVE WORK lb. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 SCHEDULE AS 6OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS BROOM GLEAN. I8. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DEVON STANDARD FOR METAL PLATE FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED WHERE EVER APPLICABLE. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, r , 15. THE CONTRACTOR SHALL CARRY WO'RKMAN'S COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES C-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS TEMP GL. TEMPERED CLASS `J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Ig. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A L AND ORDINANCES. MIN. 10" DEEP PROJEGTIN6 6" ON EACH SIDE OF THE FOUNDATION WALL. 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION K. THICK PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 6ENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM 057 SPECIFICATION FOR 6YP5UM LATH, OR A5TM Cold! FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL !^ THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. v COMPLETION OF PROJECT. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED Ig. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. FRAME Tr TREAD n 1 AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" AS PER PACE 6-003. LT HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL VJ 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP 8 V-O" BELOW GRADE. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF FRPR. FIREPROOF TYP. TYPICAL Q ARCHITECT/ENGINEER, AND THEIR A6EN75 AND EMPLOYEES =ROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACGORDANGE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING U.O.N. UNLE55 OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) SITE WORK METAL 5 REPEATED BRUSHING,DIPPING, OR SOAKING UNTIL THE WOOD 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL GYP. BD. GYPSUM BOARD VERT. VERTICAL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR ABSORBS NO MORE.INSTALSOALL FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TAN6151-E PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN 2, VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE IS A DISCREPANCY, MANUFACTURER IUGH SUCH HANGERS, NAIL5, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS I) F COMMERCE CONSTRUCTION AND WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS 5UGH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER w/ WITH RECEIVE CLARIFICATION FROM ARGHITECT/ENSINEER PRIOR TO PROCEEDING. ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR HANGER WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACT5 ANY OF THEM MAY 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. BE LIABLE RE6ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING A.(LAMINATED EUSER TRUS JOIST 2.OE DENOTES MIOR EITHER LVL HOR. HORIZONTAL ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. SITE. STOCKPILE ALL EXCAVATED MATERIALS. B. OEORC71A PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS,TREE PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR wAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 6OVERNIN6 BUILDING CODE, AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.6.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE NEED , UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 6LA55 WINDOWS AND DOORS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. ED PERTAINING ARE TO BE FIELD VERIFIED. I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE 5PEGIFIED. NOT R OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 6 RELOCATE AS REQUIRED ALL EXISTING WORK 2 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE: PROVISIONS OF ANSI/AHA AIg4.l CELLULOSIC WHICH INTERFERES WITH NEW E 4 RELOCATE IN A WORKMAN LIKE MANNER. CLEARANCES ARE PROVIDED. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 3. ALL SLIDING 6LA55 DOORS, SKYLI6HT5, AND ANY GLASS UNIT INSTALLED HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 5PEGIFIGATION5, UNLESS NOTED OTHERN15E. WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN UNLESS OTHERWISE NOTED 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. . 22. PROVIDE FIREBLOGKINO AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE 60VERNIN6 BUILDING GORE, AND ANY ADDITIONAL 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY MANUFACTURER'S SPECIFICATIONS. HOLES SHALL NOT EXCEED 4095 OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE OL05ER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE NOTCHE5 AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. ENERGY CONSERVATION CONSTRUCTION GORE. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL R N 5: 25. FOP, NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. GENERAL WIND PROTECTION CONNECTIO NO ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL 6. PROVIDE FLA5HIN6 PANS UNDER ALL 5LIDIN6 6-CLASS DOORS, wINDOW5, OR CONTRACTORS ATTENTION IS DIRECTED THE APPLICABLE DETAILS, „ NOTES, AND TABLES ON PAGE 6-003 6 6- THE THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUAFZE AND CONSTRUCTION;SSTD 10-qq AND 2018 SEC, HIGH WIND EDITION WOOD FRAME ANY OTHER TYPE OF &LA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. 5PEGIFIE5 THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS(INCH SERIES). CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, -1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL g SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEG.'5). A5ME 818.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT b. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. V INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 2.2.3. T METAL CONNECTOR PLATES: TR BE USED IN ACCORDANCE WITH MANIJFAGTURER'S RECOMMENDATIONS. 26. COLUMN BEARING A5 FOLLOWS: SHALL LL MEET THE REQUIREMENTS OF AN5I/T/T PI I NATIONAL DESIGN METAL CONNECTOR PLATES Liu g. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 6OVERNIN6 BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS -t DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH WALL w/ STEEL SHIMS 8 A MIN. 5/4" OF NON-SHRINK GROUT. AS 5ET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. TABLE R501 .1 AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE SECURE w/(2) I/2" ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CLIMATIC CcEOGRAPHIG DESIGN CRITERIA ui CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESION PRESSURE, EXIST. WALLS s 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a 4. WHERE WINDOWS AND DOORS INTERFZUPT WOOD STRUCTURAL PANEL ROUGH OPENING, U-FACTOR,L16HT AREA,VENT AREA, AND ECRE55 POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" &ACE ARE SPECIFIED,MINIMUM A57M A653, STRUCTURAL QUALITY, 9 SHEATHING AND SIDIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE REQUIREMENTS. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTOR-5 SHALL GROUND SNOW LOAD 25 LBS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE &OVERNINC BUILDING GORE AND ANY ALLOWABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w ADDITIONAL REQUIREMEENT5 A5 SET FORTH IN THE MANUFACTURER'S/ CODE EVALUATION REPORTS. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH PROJECT: TEMPERED CLASS. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAP5 0 STEEL COLUMNS TO BE MIN.Ya" BENT PLATE 5" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1661 STANDARD RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B RAFTERS EXCEPT WHERE COLLAR TIES OF I xb OR 2 x4" LUMBER 15 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. w/6" RISE b w/(2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. L/I80 SHIP MAN LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. W/ NO FINISHED CEILING ATTACHED TO RAFTERS RAFTERS. MISSILE TEST OF ASTM Elggb AND ASTM E1556 AS MODIFIED BY 2020 NY5 BC SEISMIC DESIGN CATEGORY 6 B EQUIPMENT SHED SECTION 501.2.1.2.1. ARA6E DOOR &LAZED OPENING PROTECTION SHALL MEET 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. THE REQUIREMENT5 OF AN APPROVED IMPACT-RESI5TANT STANDARD OR INTERIOR WALLS 4 PARTITIONS H/I80 AN51/DASMA 115. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE WEATHERING SEVERE "7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY MECHANICAL CONNECTIONS: MANUFACTURER'S CODE EVALUATION REPORTS. 16" WITHIN 4' OF EXTERIOR CORNERS. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FLOORS PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-0" A THICKNESS OF NOT LE55 THAN J" AND A SPAN OF NOT MORE THAN 6' SHALL I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B 15.6.1 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. WOODSCREWS (INCH SERIES). ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY 4745 ELIJAHS LN TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 MATTITUCK NY 11952 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE BY SIMPSON MANUFACTURER. ICE BARRIER REQUIRED YES BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF -1" IN OONGRETE/MASONRY R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS CORRO5ION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER. ON THE BUILDING. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL DRAWING TITLE: LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 GENERAL NOTES LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON„ 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED ENERGY TABLE ELECTRICAL: STRUCTURAL DESIGN CHARTS I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER TO 2017 NATIONAL ELECTRIC, CODE,NFPA-10 AND 2020 NEW YORK STATE MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. ENERGY CONSERVATION CONSTRUCTION GORE. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 5TRUC TURAL DESIGN LOAIDS 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON SPECIFICATIONS OF THE PRODUCT BEING INSTALLED COMPLETION OF WORK. PAGE: "(. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY USE LIVE LOAD DEAD LOAP] 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 12: ARCHITECT - GENERALLY,VERIFY N/BATTERY BACK-UP IN:PROVIDE HARD WIRED SMOKE DETECTORS w/ 8. ALL CONNECTORS 5PEGIFIED AS A "SIMPSON" TOP MOUNTED BEAM EXTERIOR BALCONIES 40 psf 15 psf ®® . HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED OO A. EACH SLEEPING ROOM BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. DECKS 40 psf 15 psf B. OUTSIDE OF EACH SEPARATE SLEEPING PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN AREA IN THE IMMEDIATE VICINITY OF DATE: 04 09 24 THE BEDROOMS (GENERALLY THE HALLWAY) UNINHABITABLE ATTICS WITHOUT 5TORA&E 2 OF 6 (MAX CLEAR H&T< 42") 10 psf 15 psf G. EVERY LEVEL OF DWELLING(BASEMENT, FIRST FLOOR, $ SECOND FLOOR, ETCH UNINHABITABLE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf HABITABLE ATTICS 4 ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf C•.' " °a�r,�a� SLEEPING ROOMS 30 psf 15 psf 5TAIR5 40 psf 15 psf 6 GUARDRAILS AND HANDRAILS 200 psf 15 psf ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf t '. *ALL STRUCTURAL ME51ON CONSIDERATIONS ARE IN CONFORMANCE WITH A50E "1-I6 (MINIMUM DEVON LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDOWN DETAILS TYF GAL NAIL NO/STRAfi=i=I NO REOU I REMENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL FTC SHEAR, LATERAL WIND RESISTANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAYBE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE G-005 FOR STRAPPING AND NAILING REQUIREMENTS, a a AND ROUGH OPENING FRAMING REQUIREMENTS) "ALL 57RAPPINC TO BE V4"x 20 GAUGE** -- "SIMP50N" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 0 N�Ocl NAILS IF STRAPPIPdG IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J H01..DOWN 'A� HOEDOWN �B� DESCRIPTION FASTENER SPEC. FASTENER Q cu GONNEGTION NA LINO O R I D AND QUANTITY SPACING ? m FOR FOUNDATIONS ROOF I$ GE I L I NC FRAM I NO AT RAFTER TO RIDGE � — -p � O I.DIM's ARE ALL MIN.k's BASED ON USE OF ONLY A Ibd }: CO CONNECTION: +-� ENDWALL -••" COMMON NAIL w/o PREBORED HOLES. i (5) 2x FULL ENDWALL (5) 2x FULL - " �~'" " 2.. - RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER O O N Z O CORNER STUD r•"' �' 2.WOOD IS ASSUMED TO BE D,F,k2 4 BTR. IN DRY USE HEIGHT STUD\ CORNER STUD HEIGHT STUD ONNEGTED TO "" FOR STRAP - 3 8 d COMMON R.R. 2. Q SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST a "O U TRANSFER SHEAR NAILS ® EA. END OF STRAP. T cc ONNEGTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL � G X (V TRANSFER SHEAR "51MPSON" HDOS ��Y • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP O O 0 4 CO FOR ROOF SLOPES UNDER 5:12 WITH HOLES,SET NEW MEMBER. m HOLDOWN ANCHOR ® 2-I6d COMMON • • • • Jc O •�"' v- 2-I6d COMMON LOCATIONS NOTED NAILS ® 6" O.G. 4 ROOF SPANS OF 24' OR GREATER, • • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED '�"' Nul NAILS ® b" O.G. 4 USE 4 8 d COMMON NAILS ® EA. • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-I6d COMMON EACH LAP � O Ocz O" O.G. IF BLOCKED ON PLANS 10' O.G. IF BLOGKE �/ • • CORNER POST END OF STRAP. ?+ 5.SEE SECTION &FOR ANY REC T TO CLINCH THE NAILS(TO a 0- 0 CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE ����x�'"`"�, GRAPHIC DELOI^U COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE "SIMPSON" HDC�B THE ABOVE ASSUMES A RAFTER HOEDOWN ANCHOR ® SPACING OF 16" O.G.; FOR SPACINGS N 6. DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END SECTION 12.4-PLACEMENT OF NAILS d SPIKES 3 TABLE LOCATIONS NOTED_�� d OF 24 O.G., INCREASE NAILING BY A GR 4-I. ON PLAN5 ° ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END GONNEGTION BI 52 AT RAFTER TO TOP PLATE TO STUD CONNECTION: ,.-- WALL FRAM I NC HOEDOWN INSTALLATION OPTIONS: / . ,,,,.•-•'"'� B2 �'"" 4-) FOR NEW P. GONG. FOUND.'s .�'" ° .-" TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT ° ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. HOLDOWN CAST IN PLACE THREADED ROD END OF STRAP. . • • —.-''. • • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s • . sm WHEN IN TOWN OF I5LIF OR NAILING 1 '7/5"4' THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE M5 GEOMETRY EXCEEDS THAT PERMITTED IN • • CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ---� B I • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. 1 , ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT SIMPSON #H2A (OR EQUAL) RAFTER TIE T (HIGH STRENGTH ACRYLIC ADHESIVE) " "`-". HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES • FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 3 8 d COMMON NAILS •... FILL TOP 2 COUR5E5 50LID 4 CAST IN PLACE HOLDOWN USE SAME : TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD w/'1/8"0 THREADED ROD CONNECTION ^-- ._, -" µ FOR G.J. TO R.R. - a I6 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST U REQUIREMENT5 FOR -- - 2-I6d COMMON 1� PER FOOT RAISED C.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (PAGE-NAIL) APPLICABLE) FOR EA, PLATE TO STUD ABOVE 4 OR BELOW HOLDOWN 'G� HOEDOWN �D� 2 16 d COMMON NAILS FOR G.J. TO G.J. - cl J6 d COMMON NAILS FLOOR FRAMING .— FOR NEW 4 EXIST. FOUNDATIONS FOR NEWLY POURED GONNEGTION GI G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST n 1 FOUNDATION ® ONE STORY ONLY ; On W (3) 2x FALL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-95d COMMON EACH END Q HEIGHT STUD CORNER STUD ONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON TRANSFER SHEAR AT STUD TO FLOOR ASSEMBL EACH END Y (5) 2x FULL -- • G2 TO STUD CONNECTION: BLOCKING TO SILL or "SIMPSON"AN OR a .--'" TOP PLATE (TOE-NAIL) HOEDOWN ANCHOR® -, 2-I6d COMMON HEIGHT STUD .--✓'" • 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® b" O.G. 4 "•'' ° ON PLANS O.G. IF BLOCKED CORNER P05T G I FOR STRAP - 5 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST C ° NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-&d COMMON PER JOIST ° FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d G M N BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® 4 " O.C. Lj BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ROOF SHEATH I NC ° d STRUCTURAL PANELS: d •° INTERIOR ZONE 5d COMMON 6" EDGE / 12" FIELD a "SIMPSON" 5 DI4 CONNECTION DI 4 D2 SOLID PERIMETER EDGE ZONE ' ad COMMON 6" EDGE /6" FIELD BLOCKING HOEDOWN INSTALLATION OPTIONS: • EA.BAY W GABLE ENDALL RAKE OR RAKE TRUSS w/ 6d COMMON 4" O.G. FOR NEW P. GONG. FOUND, UP TO q" RAKE OVERHANG 's -.-•"•�'"" HOLDOWN CAST IN FLAGE w/7/8"4' THREADED ROD • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s • • '1/8"(p THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 CONCRETE w/ "51MP;iON" SET(HIGH STRENGTH EPDXY FR MIN. """" 1 GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT CORNER ° FOR STRAP - 5_ 8 cI* COMMON NAILS ® EA. 1 (HI(9H STRENGTH ACRYLIC ADHESIVE) ONE SPEGIF�D ON D� �`- ° ' END OF STRAP (WRAP STRAP UNDER SILL PL.) M WALL SHEATHING FOR EXIST, / NEW G.M.U. (:.ONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/'! 8 Q' THREADED ROD COMMON NAILS M STRUCTURAL PANELS 5d COMMON 6" EDGE / 12" FIELD d ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR --- — STRAP w/(39ad Z NA I L 11�10/STRA=fig I NO @ W I NDON/DOOR HEADER �` ° STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES � ^`"`" " , OF EA.STRAPTo n EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) n ALTERNATE USE 0 SIMPSON H2.5A) 0 NOTATION: STRUCTURAL PANELS: A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 5.'1,P. 18q);WHEN STRAPP &REOUIRES OVER 14 NAILS,USE SIMPSON C5I6 STRAPPING(OR EOUAL). GONNEGTION E 8d b �.---~' I" or LESS:GREATER THAN I": 5d COMMON COMMON 6" EDGE b" EDGE / 12 12" FIELD ilul FIELD/ " � B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (201b WFGM,TABLE 5.25B, P. 11) ..-~ C -NUMBER OF FULL HEIGHT KIN&STUDS ® EA. SIDE OF HEADER(2016 WFGM,TABLE 5.250,P. 2q ; ram"_.r""""w • ALTERNATE AS PER TABLE 525D,P. 2q3) ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF I6d 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 IS REDUCED, Q (201b WFGM,TABLE 5.1,P. 18q) a FOR EXAMPLE, IF WALL SHEATHING IS NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER (2018 WFGM,TABLE 3.22F,P. PLATE(5) CONNECTION 8) °< ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER(2016 WFGM,TABLE 522F,P. 2 5) d nd ° A SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. IDE �., ° a, ° ° d e d° 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF r— (DOES NOT APPLY 8 TO DOORS) (2015 WFGM,TABLE 5. ,P. IqU '`"~�.,, ° ° FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. z - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH S H I P M A N FASTENING SCHEDULE B "^-., END OF STRAP (WRAP STRAP UNDER SILL FL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE da F ROUGH OPENING FRAMING REQUIREMENTS FOR WINOOW/DOOR OPENINGS ., ° 9' FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. EQUIPMENT SHED (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) -"." --.� 2 I60 COMMON NAILS A NOTATION 516NAOE FOR TRUSS TYPE, PRE-ENOINEERED RoG u H A B c D (2 PLY (3 PLY F WOOD, AND/OR TIMBER CONSTRUCTION OPENING HDW HDR) THE FOLLOWING SI6NA6E SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 4745 ELIJAHS LN 2'-0" 2 1 1 2 1 1 2 ITO 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 Si=L I G I NO O TOR i�LAT A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE 4'-0" 3 I 2 3 I I 3 GABLE ENDWAEE AUTHORITY HAVING JURISDICTION: * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-O" 4 I 3 4 I I 4 BRACINO/STRAPPING DRAWING TITLE: TOP PLATE BLOCKING 2 FOR RAKES 12"OR LESSPROVIDE HOEDOWN, ANCHOR BOLT, 6 2 5 5 1 1 5 }— SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKINFi m 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL LENG FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES B4G - TH 4'-O" O.G. TO AGHEIVE RAKE O.H. BE "1" "1l", "111", "IV", OR 'IV" TO INDICATE STRAPPING, & NAILING DETAILS 10'—o" '7 2 4 6 2 1 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLICE''' BUILDING MINIMUM 5PLIGE"''` THE NYS BC. DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP.STRAP w/(5) PAGE: 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-O" 2'-0"/2'-6" 12'-O" 3'-O" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, I6'-0" 3'-0"/3'-q" I6'-0" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBERG-003m0o ANCHOR BOLT Si�EG I CATIONS CONSTRUCTION AS FOLLOWS: 20'-O" 4'-O"/5'-O" 20'-O" 5'-O" ' - "F" = FLOOR FRAMING, INCLUDING e"-I2" SPECIFICATION (2018 WFGM TABLES 3.2A 4 3.2B, P. 157-160) BLOGKN&2 BAYS GIRDERS I$ BEAMS CORNER �„ _ 24'-O" 4'-O"/5'-O" 24'-O" 6'_p" BACK ® 4'-O" o.G. y 6 •• _ "RR" RFLOOR OF RONO OF FRAMING DATE: 04/09/24 3 OF IS CONDITION FOR ALL STRUCTURES: %"(P ANCHOR BOLTS ® 3G" O.G. 251-0" 5'-O"/6'-3" 251-0" 7'-0" 52'-0" 6'-O"/1'-6" 52'-0" V-O" iv SECOND FLOOR Q 36-O 351-011 NOTES: 1.TABULATED SPLICE LEN6TH5 A55UME TOP PLATE-TO-TOP PLATE CONNECT ON 2-16d NAILS PER FOOT.FOR SHORTER PROVIDE AN MAI�SPACIN6 SHALL ALENT NUMBER OF NAILED N ORDER TO 40-O 8-O /10-O 40-O I I-O I. MIN. 1" EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS END w/ 3 5OUARE WASHERS AND END NUT SETUP; : " : u " " BACK ® 4-O" O.G. STROKE / 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 501.01110-O /12-6 50-O 13-O TYP. STRAP w/(5) CONDITION IN EXPOSURE B TOP TWO COURSES SOLID 5.TABS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 1: :_ :, „ 8d NAILS EA.END ` 8.TABULATED SPLICE LEN6T'HS ARE BASED ON 8 FOOT WALL 60 O 12 O /I5 O 60-oilI6-O OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-O" 14'-O" 70'-O" Iq'-O" FIRST FLOOR. PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): �� y , 80-O I6-O 80-O 22-O � »., .Y�-• [9,,. FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL- 1.125 1 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) 10'WALL- 125 BLOGKIN&2 BAYS II'WALL- 1.5T5 THI5 COLUMN W/MULTIPLIER BACK® 4'-0' O.G. RED PANTONE WHITE 4. COORDINATE W/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR lo'-O°WALL #IS7 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS PRAM I NO GRAPH I C5 CONTINUOUS BUILT-UP O I RDERS, 5 OR MORE 5UPPORT5 (THAT EXCEED FRAMING 5TANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 655EMBLY REQUIREMENTS: Q CONNECTION 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED DESCRIPTION TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER BLOCKI NO UNDER LOAD BEARI NO WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE 0 NON-LOAD BEA'RINO WALL OFFSET FROM SUPPORT A (2)ROWS lod NAILS• 12"O.G. MAX'SL" P LOCATED BETWEEN ONE SIXTH AND ONE QUARTER J THE SPAN LENGTH FROM AN INTERMEDIATEcu STUDS STUD B (3)ROWS IOd NAILS• 12"D.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE M SUBFLOOR < P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q (V SUBFLOOR G (2)ROWS I/2" m BOLTS• 12.O.G.5TA66ERED; TWO-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. � •� L0 SOLE PLATE DBL.®ENDS BUILT UP BIRDER P MAX.52" NAILING: O D BOLTS• Ib"O.G. _ SOLE PLAT_ TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE _ _0 Q E (2)ROWS I/2" BOLTS m 24'O.G. }' SIDE WITH IOd NAILS, TWO NEAR EACH END OF •a BETWEEN 1/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 00 O N z O F (2)ROHS 5-5/6"TRUSSLOGK SCREWS• 12"D.G. a 1/4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL p. SCREWED ON(U SIDE OF MEMBER (� �C d' LINE; OR GIRDERS ARE TO BE NAILED FROM EACH r- 6 (2)ROWs 5-5/b"TRUSSLOCK 5GREW5• 16'D.G. SIDE H/ IOd NAILS,TWO NEAR EACH END OF EACH X (V SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS 5TA6GERED H/ A DISTANCE OF 52" 0 O O 4- I H (2)Rotas 5-5/8"TRU55LOGK SGREH5•24'O.G. �, BETWEEN NAILS IN A HORIZONTAL LINE. Q m 'z J015T SCREWED ON(1)SIDE OF MEMBER a..+ Lo MAXIMUM OFFSET THREE-PIECE N cu (2)ROWS s°TRU55LOGK SCREWS• 12"O.G. BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED H/ 20d 0 Q O JOIST DEPTH,d SCREhlED ON BOTH SIDE OF MEMBER MATCHED 51ZE OF BLOCKING P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. Q (2)ROWS 5"TRUSSLOGK SCREWS m Ib"D.G. UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINT5, AND H/ THE PARTITIONS ® 52" O.G. BLOCKING STUD OTHERS 5TA66ERED H/ A DISTANCE OF NOT MORE L (2)ROWS 5"TRUSSLOGK SCREWS• 24"O.G. BETWEEN I/b DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. nn 11 GE I L I NO BRAG I NO P FOUR-PIECE GIDER5 ARE TO BE ASSEMLED AS W I.NOTE: 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 206 NAILS AS SPECIFIED OABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 4 CONNECTION PATTERN B'WHEN 10"OR LARGER 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDER5 ARE TO BE 5ECURELY LATERAL BRACE m b' O.G. ANCHORED TO +J LATE" CONTINUOUS 6ABL�S MASONRY PIERS, NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 2) IOd NAILS TRJ55 OR G..I. ( , W IO) bd NA I L I NO PATTERNS FOR SIDE LOADED FEAMS Oe . FLUSH BEAMS) m NAILS FASTENING RECOMMENDATIONS FOR SIDE-LOADED, MULTIPLE-PIECE MEMBERS 1 • 5d COOLER NAILS• 10" O.G. NAILED BOLTED' v LATE"BLOCK NAILED TO EA.BRACE 2 ROWS Ibd B ROWS 16d 2-P:A" 2 ROWS)' 2 ROW514" w/(4) 10d NAILS COMMON COMMON BOLT' 24' BOLTS BOLTS 20 g0.STRAP •12"O.0 • 12"O.C.., Off•STD •12"O.G. •6"O.G. • 6YP5UM BOARD THO ROHS 12"O.G. THREE ROWS 12"O.G. /1 •5d COOLER NAILS® 10"O.G. (10)bd NAILS BEAM SELECTION H/ STD. NAILING ° ° ° NOTE; ENDWALL STUD A5 NOTED IN NOTE5 1 4 5 ° *DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° ° ° 4" • EDGE/12"• FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES Q SCREWS Mb - 0'4°TYPE W OR 5 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.5TA66ERED THO ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND 91•IROUEH THE FULL INTERIOR 57UE� DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O 0 O O O O O OVERLAID ROOF B.5TA66ER EACH ROW OF FASTENERS BY 12'. O O O 0 0 O O O O ATTACHMENT 9 VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4"O.G.NAIL SPAGIN6. STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS. 5TRAPPIN0 w/ T.2 ROWS OF 16d COMMON NAILS(12"0.6)FOR DEPTHS 12"OR LESS 4 bd NAILS • EA. END m R.R. 6.3 ROWS OF 16d COMMON NAILS 02"O.GJ FOR DEPTHS OF 14',16"4 16'. FULL WIDTH 2" BLOCKING Z ' O H lu CONSTRUCT 1 ON DETAILS N I ND LOAD PATH GONNEGT 1 ON DETAILS TOP PLATE DRILL 2"41) INTO ROOF DECK FOR STRAPPING IN5TL. NOT TO SCALE INTERSECTION DETAIL -= XIST.ORNEW NEW R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER WE NAIL NOTED CONT.BLOGKIN6 TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R. AS 5HOWN K I NC STUDS PLAN VIEW SRIMI IN LIN E R.R. WOOD JO I S WOOD JO I CRIPPLE STUD BLOCK I N5 JO 157 HANG E HEADER GENERAL REQUIRE-MENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CLINCHED NAIL5 INSTALLATION OF TOE-NAILS 51RDER/HEADE WOOD 51 RDER JACK STUDS MAIN MEMBER WOOD JO 157 LU O —'� JOIST FRAM I NO OVER WOOD O I RDER JO 157 FRAM I NO FLUSH W 1 TH O I RDER/HEADER TYP I GAL HEADER CONNECTION � I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBL9t9 �DIAM.X B APPROX. 50° H/THE MAIN MEMBER 4 STARTED APPROX. X3 THE LENGTH OF THE NAIL FROM THE MEMBER END, S H I P M A N I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 40° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN EQUIPMENT SHED MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR 0EILIN6 JOIST WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT 4745 ELIJAHS LN IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. SUB FLOOR DOUBLE JOIS TOP PLATE MATTITUCK NY 11952 DRAWING TITLE: WALL STUD FRAMING GRAPHICS - BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION PAGE: WIND RESISTANT CON57RUC7I0N CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO RI DOE-TO-RAFTERS 0520 ® 21" APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER DATE: 04/09/24 4 OF IS RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER PLATE-TO-WALL STUD G520 ® 18" APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 © 36" APPLY TO EACH WALL STUD HEADER-TO-JACK STUD C520 © 12" APPLY TO EACH JACK STUD f . CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD : 'r SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-SILL PLATE G520 .� 4�{�.., • (USE WITH 5" SQUARE WASHERS) , USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION IN5TRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. a EXISTING TO BE DEMOLISHEDNEN FART FARTIAL HE G T „r-i77771 V400D FRAME: (L.G. STL. Q WHEN APPLICABLE) //EXISTING TO REMAIN // Cc) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu STL. WHEN APPLICABLE) w_I co NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q N WOOD FRAME (L.G. 5TL. F05T FOR 4" WALLS c Lo o Z WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. i WHEN APPLICABLE) 0 N z O d •co Lo � =x c\j o 4- FOUNDATION PL�4N NOTES c ONO co POURED CONCRETE AND STEEL REINFORCEMENT NOTES: Q NEW REINFORCED P. GONG. SLAB I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 501L BEARING CAPACITY NOTE: OI I. NEW 4" THK. P. GONG. SLAB W b"xb"-10/10 W.W.M. UPON FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND STRUCTURAL DESIGN OF FOOTINGS A55UMES A SOIL p 2. Cl MIL POLY VAPOR BARRIER UPON DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. SEARING CAPACITY OF 1.0 TON5/5.F. 5. 4" (MIN) GRAVEL BASE Q n 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION �J OCONCRETE APRON SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR I. PROVIDE CONCRETE APRON SLAB TO TRANSITION ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER `1 SMOOTHLY FROM SLAB EL. TO 6RADE ENCOUNTERED. 4 4&' O" 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 5. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -GRO55 -SLOPE 5 RED PERPENDICULAR TO 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. - - - - - - - - - TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48 - - - -•-�- - - - a - - - - - - - -,- - - - 4-J (2% SLOPE) 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 4. BROOM FIN15H TO PROVIDE 5LIP-RE515TANT SURFACE 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL I 5 3 TYPICAL P. GONG. FOOTING-� $ WALL CONSTRUCTION: 5. GRADE 60. WWM FOR SLABS DO NOT NEED TO BE ,•: I .a O (2) 2"x6" P.T. SILL PLATES r,/COPPER TERMITE SHIELD COATED. r t SILL SEAL • ANCHOR BOLTS AS PER PAE5E 6-005 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS • P. GONG. FOUND. WALL A5 PER DETAIL UPON SHALL BE 5TAG6ERED. • P. GONG. FOOTING AS PER DETAIL A-301 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR '7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL # HARDWARE IN • B.O. FOOTING 5'-0" BELOW GRADE MIN. PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, I • I U � • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN COVERAGES, AND PLUMBNE55. • MASON BLAGGOUNT FOR FINISH STONE ON THIN SET 8. CEMENT SHALL CONFORM TO A5TM C-55 FOR STANDARD WEIGHT FOR HEIGHT OF ALL d SLAB (WHEN APPLICABLE) CONCRETE. W I •rrnn 4 HOLDOWN (FOUNDATION TO IST O FLOOR): GETE - D HEATHER I I I V J HOLDOWN AS PER PA6E 6 005 CON COL TH R POURING $ CONCRETE MIXTURE PROPOSED Ib"x8" DEEP P. GONG. CONTINUOUS FOOTING I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I I FOUNDATION PLAN - LL O AS PER DETAIL X/A-XXX (TYPJ CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATURE - - HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. , . 1,152 S.F. I 4 FREEZE PROOF HOSE BIB: 2. SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS. I I ry O FASTENED H/MASONRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT W OWNER) S CALL COLD ONFORM IAEATHER AGI 30PREPARATIONS AND CONCRETE POURING SHALL 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND FROZEN &ROUND TEMPERATURES WITHIN10' F OF REMOVED OR HEATED TO CONCRETE I a 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I I 3 REMOVE AS REO'D. FLOOR PLAN NOTES 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PERMITTED WHEN NECESSARY. I ; DOOR NOTE:O 6 I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 'T. AND SHALL BE WIT HN IO FORMNOR< SHALL BE T F MI CONCRETE THE OF 53* F OR HIGHER ON PLANS BY JELD-WEN (OR EQUAL). ' 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OU7 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. ON PLANS BY 'THERMATRU' (OR EQUAL). I WAL OV4 OPENINO IN DOOR PER FOUNDATION F. 4 5.NOTE DOES NOT INDICATE EACH NEW DOOR 41. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE PROPOSED;SEE DE516NATION5 $ DOOR SCHEDULE. 4 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 - - - - - - - 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR (ASTM C444/C494M, TYPES G AND E). - WALLS, U.O.N. - - - - - - - - - - - - - - - - - - - 5. INSTALL AS PER MANUSPEC.'s - - - - - - - - - - - - - - - - - - - - - - - - - 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL 4'-9" 5-3 ELEMENTS 6.PROVIDE (2) VAO" HDR.,U.O.N. AREAS EXCEED ONE SQUARE INCH,'7. SEE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS ('I'YP. FOR ALL) U.O.N. 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 800 PSI. 2 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AV 506. i FROFCSEI7 FOUNDATION PLAN SCALE: 1/4" = P-OI' z w BUILDING CONSTRUCTION: BUILDING CONSTRUCTED PER THE MANUFACTURES 0 SPECIFICATIONS AND INSTRUCTIONS. POLE BARN _ 0 v MANUFACTURE JAMAICA COTTAGE SHOP. ! m Q 48'-O" a 0 PROJECT: SHIPMAN EQUIPMENT SHED m m 0 4745 ELIJAHS LN MATTITUCK NY 11952 DRAWING TITLE: PROPOSED - EQUIPMENT 5HED Q PROPOSED FOUNDATION PLAN 1,152 S.F. PROPOSED FLOOR PLAN VENT VENT - - - - - - - - - - - - - - - - RIDGE LINE - - - - - - - - - - - - - - - - - PAGE: m m A-101. 00 4 DATE: 04/09/24 5 OF 6 ax m RO 129"W x I Oa"H RO 1211"W x 10cl"H RO 129"W x 109"H 10' 1'-Q" 1'-QII II-QII II-OII 1,-QII _ r , FROFCSEr�) FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" ELEVATION NOTES OTYPICAL ROOFING: CL I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS Lu 2. H.O. TO VERIFY FINAL COLOR $ MATERIAL SELECTION W BEFORE INSTALLATION W co TYPICAL SIDING: ('7 O 1. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q N CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION •� 0) BEFORE INSTALLATION C NEW 5" SEAMLESS GUTTER5 DOWNSPOUTS; O Co O (BLACK) 8 (ALUMINUM) (TYF') i O C N z O a cu • � � \ c - X D N 0 O O 4- 0 00 +�4-J N co Lr) 2 Q O a O 3 0 2 -� U •- o - U Li F.F. L— Q . - SOU7H ELEVATION (LEFT SIDE) EAST ELEVATION (FRONT) � SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" Q I I e 2 3 Z 2 W 0 O V F- Q NO :TLVT I ON (fib I CT S I D ) PROJECT: SCALE: I/4" = I'-O" NEST ELEVATION (REAR) SCALE: 1/4" = 1'-0" S H I P M A N EQUIPMENT SHED BUILDING SECTION NOTES PROVIDE STRAPPING $ NAILING ONEW ROOFING NOTE (TYP.): PROVIDE 5" (MIN) GONG. COVER AS PER CONNECTION 'E' IN I TYPICAL NAILING/STRAPPING 4745 ELIJAHS LN I. INSTALL NEW STANDING SEAM METAL ROOFING. ____________________ PROPOSED RIDGE HEIGHT r OF ALL REBAR WITHIN P. GONG. REOUIREMENTS FOR UPLIFT, 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP LL ELE�I. +19.8' FOUND. WALLS $ P. GONG. FT65. SHEAR, $ LATERAL RE51STANGE" MATTITUCK NY 11952 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS ON PAGE 6-005 ® EA. STUD. 5.INSTALL HENRY BLUE5KIN PE200HT SYNTHETIC ROOF UNDERLAYMENT(OR APPROVED EO) OVER NEW (2) 2"x6" P.T. SILL PLATES 4.1/2" CDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) UPON SILL SEAL UPON COPPER DRAWING TITLE: 5. 6ALV. METAL GAP OVER RIDGE: $ HIPS (A5 REO'D) TERMITE SHIELD 6.FLASH ALL VALLEYS NEW 5/800 HOOKED ANCHOR PROPOSED EXTERIOR ELEVATIONS "I. INSTALL DRIP EDGE AS REOV 12 12 BOLTS w/5" SQUARE WASHER d 5.INSTALL ALL AS PER MANU. SPEC.'s I 4 P. GONG. SLAB ENDNUT;SPACING AS INDICATED PROPOSED SECTION NEW SIDING NOTE (TYP.): 12 I � 8 6"xb"-IOxlO W.W.M. BETWEEN ON 6-005 CENTER d UPPER j OF SLAB ASPHALTIC DAMP O I. INSTALL SIDING AS PER MANU. SPEC.'s UPON I SECURED IN PLACE DURING POUR PROOFING TO EXTERIOR 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 5.EXTERIOR WALL CONSTRUCTION AS PER MANU. 5PEC.'s 6 MIL POLY - Z #4 HOOKED VERT. REBAR 4.INSTALL ALL AS PER MANU. SPEC.'s M015TURE RETARDER °1 t- ® 45" O.G. 5. PROVIDE ALL NECE55ARY TRIM FOR PROPER 4" GRAVEL BASE I(' GRADE PAGE: INSTALLATION I I 6.51DIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL ` 20 m ®® 4 #4 HOR. CONT. REBAR ® TOP BOTT i M OF WA i L (2 TOTAL) jI - 2 I ( P. GONG. FOUND. WALL II - DATE: 04/09/24 6 O F 6 �I I ( (MIN. 4,000 P51) P. GONG. CONT. FTIS I ! IN. 4,000 P51) I (5) #5 HOR. CONT. REBAR— 1 PROV. GLEAN _ . COMPACT FILL PROPOSED FINISHED SLAB ��— ELEV. +0.0' '-4" BASELINE (AVERAGE GRADE). ELEV. +0.0' 11 SECTION I -I/A-501 I FOUNDATION NALL DETAIL A-2ol.00 SCALE: 1/4" = I'-O" SCALE: 5/4" = I'-O"