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HomeMy WebLinkAbout52488-Z TOWN OF SOUTHOLD 4 `' BUILDING DEPARTMENT SOUTHOLD NY � vUR 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#: 52488 Date: 11/21/2025 Permission is hereby granted to: 6980 Skunk Ln LLC 495 Halls Creek Dr Mattituck, NY 11952 To: legalize "as built" additions and alterations to an existing single-family dwelling as applied for. Additional certification will be required. Premises Located at: 6980 Skunk Ln, Cutchogue, NY 11935 SCTM# 104.-5-8 Pursuant to application dated 10/10/2025 and approved by the Building Inspector„ To expire on 11/21/2027. Contractors: Required Inspections: Fees: As Built Addition/Alteration $1,424.00 CO-RESIDENTIAL $100.00 Total $1,524.00 �� Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ,f Telephone (631) 765-1802 Fax (631) 765-9502 littps://www.!soLitholdtowiill),.ggv, Date Received APPLICATION i For Office Use Only PERMIT NO. Building Inspector: & � Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an r „, Owner's Authorization form(Page 2)shall be completed. Date: 2S OWNER(S)OF PROPERTY: Name:6980 Skunk Lane, LLC (James Orioli) SCTM# 1000-104-05-08 Project Address:6980 Skunk Lane, Cutchogue Phone#:516-965-3375 Email:James@orioliproperties.com Mailing Address:PO Box 61, Mattituck, NY 11952 CONTACT PERSON: Name:Brooke Epperson Mailing Address.PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION []New Structure ❑Addition IRAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $35,000 Will the lot be re-graded? Dyes RNo Will excess fill be removed from premises? Dyes igNo 1 PROPERTY INFORMATION Existing use of property:S' ,qt s Intended use of property: �;r, �— ,� _ Q� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes Ao IF YES, PROVIDE A COPY. Kkheck 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 buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name)4 .R ° T� C�),Q 4Authorized Agent ❑Owner Signature of Applicant. Date: (d STATE OF NEW YORK) SS: COUNTY OF��� ) ° °° being duly sworn, deposes and says that(s)he is the applicant (Nan - 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 r day of OC O` X r , 2015 ARCE AUFENAER 'NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 PROPERTY ) Qualified in Suffolk County (Where the applicant is not the owner) C iiTimieBion Expires January 9,2028 I, Ck(, CA residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. J~ d J"- Oct 8, 2025 Owner's Signature Date Jame Orioli, Manging Mr. 6980 Sig Print Owners Name 2 SKUNK LANE (BAY AVE.) N 79012'10" E 102.32' 42.68' N PAVEMENT gg'2V50° E OF EDGE CM FD r DowN z 200.00' Y PIPE o r-D 9 W z r co r co MAS BLOCK to CURBS(TYP.) 0 to ASPHALT GRAVEL U) DRIVEWAY WALK w STOOP r S7y w GATE 45. 4' 542 _ Q to 1 STYGPI o w FR RES AC u- 0 w 2'� N #6980 ?o1y Q —Q) 9.70' Z O STEP O.D. DECK SHOWERLL w Z O0 rn ARBOR/TRELLIS OVER MAS PATIO W i '� O METAL O O SHED O O r N r rn co C) U.9'W ° to STOCKADE FENCE N 2.6'N v' 12.9'E WOOD Z 7.4'N STN CM MON FD 112.14 FD S 79-12-10" W �50"W ENLEA 32.86' S 69 23 N1F N/F MCMAHON N1F SHELTON AREA =21,753 Sq.Ft. =0.50 ACRES DESCRIBED PROPERTY SITUATE AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK CERTIFIED TO: JAMES ORIOLI 6980 SKUNK LANE, LLC FIDELITY NATIONAL TITLE INSURANCE COMPANY ©COPYRIGHT 2025 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. SCALE 1"=30' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209-2 OF THE NEW YORK STATE EDUCATION LAW. SCTM 1000-104.00-05.00-008.000 DO NOT SCALE FENCES.OFFSETS SUPERCEDE SURVEYED: MAY 28,2025 LAND SURVEY LONG fSLA D.COM WARD BROOKS LAND SURVEYOR 11 OCEAN AVENUE BLUE POINT, NY. 11715 (631 ) 576-7794 (631 ) 363-3179 031 10 WARDBROOKSOO)GMAIL.COM ' FILE#11629 I SITE PLAN HATCH KEY: h PROPOSED BUILDING ADDITION a � PROPOSED ACCESSORY STRUCTURE Q PROPOSED 2ND STORY Lu Lu J cz � Lo O Lo ell,1= .®O PROJECT LOCATION & SCOPE o .� p °° •� O 'C2T I . SITE PLAN & ZONING DATA p cc� N r s.'; ».. GENERAL NOTES nn ,, ENERGY TABLElot W STRUCTURAL DESIGN CHARTS ,.. •� � HOEDOWN ANCHOR BOLT ..�_J "0 r` �� ` STRAPPING, & NAILING DETAILS ._ FASTENING SCHEDULE } F Y Y C-7—OO�.00 FRAMING GRAPHICS —IJ W BEAM CONNECTION PATTERNS • — j FIREBLOCKING DETAILS 4x' :���'. aP°1 r + � q ,,p""�x-: •YR ' `� M`',y,.< F f P% r'fi � 'R�' V EXISTING FOUNDATION PLAN EXISTING FIRST FLOOR PLAN LOCATION MAC U) SCALE: NTS f�-2O .O0 EXISTING EXTERIOR ELEVATIONS Q BUILDING SECTIONS FOOL UN1�ER �R����T S�OFE : S o SEPARATE —�Q I ,QQ DESIGN DETAILS APPL I GAT 1 ON PLUMBING RISER DIAGRAMS 86 AS-5U I LT REVISIONS TO 1 STORY FRAMr-D RES I DENGE - _ - - - - - - - - 112.1: ' I I EXISTINC5 SEPTIC ' S D TO �3 ,r - �' FRO JEC�7 DATA : SYSTEM DEMOL I �� - — J �I � �c5—�U I LT WOO1� PROJEC7 / ZONING DATA 50' REAR YARD 1� GAG z TAX MAP S�_T5AG�K �, 1 1 O ZONING DISTRICT R-40 INC LOT AREA 0.5 ACRES EX 1ST. OUTl700R I CofO - PRIVATE ONE FAMILY Z'7450; OI/20/Ig77 DWELLN0 CoPO YARD- ACC. SHED IN REAR Z15'7g5A; 05/26/Ig87 N I I 1 I I FLOOR 4REA5 PER SOUTHOLD TOWN CODE, SECTION 250-207: w \ — I EXISTINS EXISTING CONDITIONED GROSS 0 0 AREA AREA v FIRST FLOOR AREA 1,375 S.F. 1,455 S.F. SE75A( �G AREA TOTALS 1375 S.F. 1,455 S.F. I W I Q 20' S I DE �''�RI� I 0 S�T��GK I STORY FRAMED I RESIDENCE I I 5OUTHOLD TOWN GORE 280-207 (A)(1) PROJECT: 1 - I LOT SIZE /AREA IN 21,753.0 S.F. 1,753.0 S.F. ALLOWABLE TOTAL SKUNK LANE EXCESS OF 20,000 GFA SFA (G) LOTS CONTAINING UP 4,550 S.F. AS-BUILT 1 TO 50,000 S.F. MAX. �t ALLOWABLE S.F. / PLUS ��•-I ' 10% OF EXCESS LOT AREA 5,550.0 S.F. 1"I5.5 S.F. 5,525.5 S.F. 1,455 S.F. OVER 20,000 1 ' 6980 SKUNK LANE - J CUTCHOGUE, NY 11715 �-o' FRONT I YARD S�T��G� _ _ LOT COVERAGE DRAWING TITLE: SouTHOLD TOWN CODE PROJECT LOCATION & SCOPE Q I 91 DESCRIPTION (FOOTPRINT) AREA � LOT SITE PLAN & ZONING DATA COVERAGE Q TOTAL -07 AREA 21,753.0 S.F. 1 ° I EXISTING DWELLING 1,455.0 S.F. 61% PAGE: (�ED I INGROUNP SWIMMING POOL 648.0 S.F. 3.0% N7l� ����O i� o i i \\ AS-BUILT WOOD DECK 504.0 S.F. 1.4% G ® m 00 42• -�. � NC� 23 50� `� i TOTAL AREA OF ALL STRUCTURES 2407.0 S.F. 11.130 102.52 MAXIMUM LOT COVERAGE ALLOWED: 2o% DATE: 10/08/25 1 OF 7 ' Iy�I ZONING REGULATIONS MAIN BUILDING S<UN< LANE SITE LAYOUT NOTES: SOUTHOLD TOWN GODS � I. THIS IS AN ARCHITECT'S 51TE PLAN $ 15 � n !. SUBJECT TO VERIFICATION BY A LICENSED EXIST. COMPLIES .,��' ;INN SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE S I TF_ FLAN ARCHITECTS BEST OF KNOWLEDGE. MIN. FRONT YARD 40.0 53.g YES SCALE: 1" = I5'-0" 2. SURVEY INFORMATION WAS OBTAINED MIN. 51DE YARD I5.0' 3g.3' YES FROM A SURVEY DATED MAY 2&, 2025 AND PREPARED BY: MIN. COMBINED 35.0' 86.2' YES ��37zr' SIDE YARDS � � WARD BROOKS 01- Nla 11 OCEAN AVENUE MIN. REAR YARD 50.0' bg.0' YES w LA Ll BLUE POINT N.Y. 11715 TELEPHONE: (631) 57(o-77a4 MAXIMUM HEIGHT IL-55. 0' 14.5' YES I I I /� a Q \ / -7- S I G NOTES 4 SFEG 1 F 1 GAT 1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE,AND MASONRY 1'-"t1.. 5RE Y I A I I O I`lS IT 15 THE CONTRACTOR'S RE5PON5151LIT1'TO<ZEP THIS C0N5TPJ4TI0V DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 4 BETTER (Fb = 575) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TD PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT T06ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPEGIPIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRICK TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BA5E FLOOD ELEVATION INT. INTERIOR a 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LBS) Lu GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTANED FROM THE PROVIDE SILL 5EAL/IN5ULATINN. 51ZE OF SILL TO BE (2) VxV, UNLESS (1) Vxb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONSuj APPLICABLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EXI5TIN6 5TRUGTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS Jco 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW &RAPE, UNLESS B.O. BO TTOM OF MAX. MAXIMUM M ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMA-ION OF EXISTING 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED Q .�_+ (V STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGHANIGAL .Q � PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 5. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL O 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND _OGAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. -� MINIMUM AND AUTHORITIES HAVING JURISDICTION' RULES SPECIFIED IN 1.1 THROUGH Ih. UNTIL I�TIER OF FRAMING 15 IN PLACE. O G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 11155 +� 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, L � 4. ALL UNNOTED OR NON-VISIBLE EA5I=MENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. Q Q N z O OF THE OWNER/BUILDER COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE 1 INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED � '- � � 5. ANY OMISSIONS OR DISGREPANGIE°i OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER N r- U T1' SHALL BE CLARIFIED WITH THE ARGHI'fEGT/ENSSINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. Q 2 x fV WITH THE WORK. 5. MIN. HEADER TO BE (2) 2 AO UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE Q z � 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBL. DOUBLE OGG. OCCUPANCY _c O (9 g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE O m �4 6. NO DEVIATIONS OR CHANGES IT THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENGTH AT 25 DFE DESIGN FLOOD ELEVATION O.H. OVERHANG c N cu UNLE55 APPROVED BY THE ARGHITEG'r/ENGINEER. DAYS OF 4,000 P.5.1., U.O.N. Q O d. 21. O 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 B CONTRACTOR R VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 0-005. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A 1 010.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE,UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS P. GONG. POURED CONCRETE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. EA. EACH PL. PLATE APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. g WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A57M V5055. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PREGEDENGE ELEV. ELEVATION 11 FLYWD. PLYWOOD II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/SUILDER ARE RESPONSIBLE: FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT P.T. PRESSURE TREATED CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL CERTIFICATES, 12. EXTERIOR 5HEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXI5T. EXISTING REQ'D REQUIRED AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR Rl RISER PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. U A5TM V5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE RM. ROOM - 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' CRD55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES rI RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &-O" AND AT EVERY &-0". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENT5 AS OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHI TECT/ENOI NEER. NO FAR FLOOR AREA RATIO R.R. ROOF RAFTER 4--) uJ, m 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT STL. STEEL T W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PASSE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ■ TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENGINEER. FF � FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. r 1 15. THE CONTRACTOR SHALL CARRY NORKMAN'S COMPENSATION AND GENERAL 1'1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA&E5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS TEMP GL. TEMPERED CLASS v Ig. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES le). "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION THK. THICK AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, A5TM C37 SPECIFICATION FOR GYPSUM LATH, OR A5TM G7q CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL r n THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. v COMPLETION OF PROJECT. Ig. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED I FR. FRAME Tr TREAD n` 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER 'PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" VJ MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC, HARDBOARD OF DEEP 4 3'-0" BELOW GRADE. FRPR. FIREPROOF ARGHI CONTRACTOR R TYF. TYPICAL Q , AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PR .6 ESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35 HARDBOARD SIDING. AGAINST ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD PLUMBING 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 Le> STRUCTURAL PANELS: 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DHV) THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATION5. GYP. BD. GYPSUM BOARD VERY. VERTICAL IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, MADE,DISEASE OR DEATH E TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY ATTRIBUTABLE OR DESTRUCTION IN TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. H.D. HOLD DOWN V.I.F. VERIFY IN FIELD ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED K MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND WHOLE OR U PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION HDR HEADER w/ WITH CONTRACTOR, ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR AND AT BASE OF VERTICAL HASTE PIPES. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E AG75 ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR HANGER WD. WOOD BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/V' PER PARTY INDEMNIFIED HEREUNDER. A. HEYERHAEU5ER TRUS JOIST 2.OE MIGROLLAM LVL FOOT. HOR. HORIZONTAL ZR ZONING RESOLUTION B. 6EOR61A PACIFIC 2.OE 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR HAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. HEYERHAEUSER TRU5 J015T 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - DISH WASHER.........................................2" OF CONCRETE, ETC, ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - KITCHEN SINK........................................2" TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAHIN65, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - LAVATORY...............................................2" I NSUL_ATI ON FENESTRATION REQUIREMENTS APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. - SHOWER/TUB..........................................2" AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, - TOILET........................................................3" AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL - LAUNDRY .................................................21, CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY - FLOOR DRAIN..........................................3" PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE COMPONENT COMPLIES NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" VALUE CITATION (PER 2020 N,rSECCC) PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE THROUGH ROOF. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL Ih.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC -1. PROVIDE FROST-PROOF HOSE 5155 WITH EASILY ACCESSIBLE DRAIN 4 U-VALUE = 0.25 MAX. U-VALUE: = 0.32 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR DRAIN COCKS AS REOV. HOSE BIB5 SHALL BE PROVIDED WITH BACKFLOH FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/5F YES IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. PROTECTION. AIR LEAKAGE = 0.50 GFM/SF PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDCE5. _ SPECIFICATIONS, UNLE55 NOTED OTHERWISE. Le8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED MIN. R-VALUE = 4q 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. WITH BACK FLOW PROTECTION. CEILING R-VALUE R-4q BATT INSULATION 22. PROVIDE FIREBLOGKING AS PER NEW PORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I PER TABLE R402.1.2 - CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REOUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION HEALTH DEPARTMENT STANDARDS AND REGULATION5. EXTERIOR (2"x(o") WOOD MIN. R-VALUE = 20 (CAVITY) UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/V' TO THE EDGE OF THE STUD. REPORTS. FRAME WALL R-VALUE R-21 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES COPYRIGHT PROTECTION ACT OF IggC> (AHCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TO CONGEALMENT OF PLUMBING. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE: CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. FLOOR R-VALUE R-50 BATT INSULATION MIN R-VALUE = Iq YES GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TD THE APPLICABLE DETAILS, 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. PER TABLE R402.1.2 - CLIMATE ZONE 4 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 57-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED CONSTRUCTION;SSTD 10-qq AND 20I5 SBC HIGH WIND EDITION HOOP FRAME SPECIFIES THE REO'D NAILING FOR THE SHEATHING(ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). NOR ANY POTENTIAL DAMAGE THEREOF. COMPLIANCE STATEMENT: Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING TO THE BEST OF MY KNOWLEDGE, BELIEF,AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN UJI I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION HALLS, SCHEDULE). HOLDOHNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LASS SCREWS: LASS SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 12. PER NYS PG 425.4, A 4"x3"CLOSET BEND SHALL BE AN ACCEPTABLE COMPLIANCE HITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION GORE USIN6 CHAPTER 4 [RE]. FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). A5ME 515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). WATER CLOSET CONNECTION. WHERE A 3" BEND IS UTILIZED, A 4"x3" FLANGE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOHN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. L) INCLUDED IN THE STANDARD BUILG'ING CODE, SECTION 2306 OF IBC SHALL 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN ELECTRICAL: BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. HALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 3. METAL PLATES, CONNECTORS, SGUBJE BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. EN ROY NATIONAL TIOELEGTRIG GORE,NFPA 70 AND 2020 NEW YORK STATE DIRECTLY L THE WEATHER S SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® ENERGY CONSERVATION GONSTRUGTION GORE. T,4�LE R3OI .� CLIMATIC $ OEOORAPHIG DESIGN CRITERIA w AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. HALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPIN6 SIZE AND 2• CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. INIMUM ASTM A653, STRUCTURAL QUALITY.M.U. HALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Iv GAGE ARE SPECIFIED, COMPLETION OF WORK. cl SHEATHING AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE HIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TING, VON). &RAPE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 6ROUND SNOH LOAD 25 LBS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER,HHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: ALLOWABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARNALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S - GENERALLY, VERIFY OR PROVIDE HARD WIRED STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH PROJECT: STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. SMOKE DETECTORS w/BATTERY BACK-UP IN: DEFLECTION 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.D.N. WITH TOP GAPS ® STEEL COLUMNS TD BE MIN.)4" BENT PLATE 5" LONG EXPOSURE CATEGORY B RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS w/6" RI5E 4 w/(2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5• NAILS: NAILS SHALL COMPLY WITH FASTENERS: F NAILS, STANDARD A. EACH SLEEPING ROOM RAFTERS HAVING SLOPES GREATER THEN 3/12 SKUNK LANE LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" MIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES, AND STAPLES. L/I80 RAFTERS. YJ1 NO FINISHED CEILING ATTACHED TO RAFTERS 6LA55 WINDOWS AND DOORS 2.2b. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES B. OUTSIDE OF EACH SEPARATE SLEEPING SEISMIC DESIGN CATEGORY B AREA IN THE IMMEDIATE VICINITY OF AS-BUILT 6 SHALL MEET THE REQUIREMENTS OF THE CDVERNINO BUILDING CODE. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE THE BEDROOMS (GENERALLY THE HALLWAY) INTERIOR WALLS 4 PARTITIONS H/I80 WEATHERING SEVERE 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER MANUFACTURER'S CODE EVALUATION REPORTS. FLOORS 4 PLASTERED GEILIN65 L/360 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY G. EVERY LEVEL OF DWELLING 16' WITHIN 4' OF EXTERIOR CORNERS. CLEARANCES ARE PROVIDED. 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 (BASEMENT,FIRST FLOOR, 4 SECOND FLOOR, ETC) FR05T LINE DEPTH 3'-O" 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 3. ALL 5LIDIN& 6LA55 DOORS, 5KYL16HT5, AND ANY 6LA55 UNIT INSTALLED HOODSCREH5 (INCH SERIES). ALL OTHER STRUCTURAL MEMBERS L/240 6980 SKUNK LANE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, TERMITE MODERATE TO HEAVY OF J" AND 3"x3"x�" HASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE UNLESS OTHERWISE NOTED. MECHANICAL CONNECTIONS: EXTERIOR HALLS H/ PLASTER OR STUCCO FINISH 14/360 ICE BARRIER REQUIRED YES CUTCHOGUE, NY 11715 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 4 ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP50N" MAY BE BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MA50NRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS MANUFACTURERS SPECIFICATIONS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. EXTERIOR WALLS - WIND LOADS H/ BRITTLE FINISHES L/240 DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED EXTERIOR WALLS - WIND LOADS H/ FLEXIBLE FINISHES L/120 GENERAL NOTES ENERGY CONSERVATION CONSTRUCTION CODE. BY "51MP50N" MANUFACTURER. CODES AND REFERENCE STANDARD: 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES ENERGY TABLE STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENT7IAL1AL GODS, 2 2020 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE NEW Y ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL STRUCTURAL DESIGN CHARTS 02 NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY STATE ENERGY CONSERVATION CONSTF110TION CODE. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "51MP5ON" SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. STRUCTURAL. DESIGN LOADS 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WOOD FRAMING, AND CONNECTION TO FOUNDATION - 20I8 HOOD FRAME 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLA55 CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER PAGE: (AF4PA) AMERIGAN HOOD COUNCIL (AWG). MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. USE LIVE LOAD DEAD LOAD q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH 3. ALL PLUMBING WORK SHALL CONFORM TD THE 2020 NEH YORK STATE ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER EXTERIOR BALCONIES 40 sf 15 sf G-002m00 PLUMBING CODE. CONTRACTOR TO VERIFY THAT THE CHARACTERI5TIC5 OF THE WINDOW MATCH SPECIFICATIONS OF THE PRODUCT BEING INSTALLED p P THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE CHARACTERISTICS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECKS 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA,AND EGRESS ARCHITECT 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC REQUIREMENTS. 8. ALL CONNECTORS SPECIFIED AS A SIMPSON PASSENGER VEHICLE GARAGES 50sf AS PER PLAN TOP MOUNTED BEAM p GORE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRHAYS SHALL BE HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED UNINHABITABLE ATTICS HITHOUT STORAGE DATE: 10/08/25 2 OF 7 CONSTRUCTION CODE. TEMPERED CLASS. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. (MAX CLEAR HOT < 42") 10 psf 15 psf II. EXTERIOR CLAZIN& SHALL BE PROTECTED FROM HINDBORNE DEBRIS. UNINHABITABLE ATTICS WITH STORAGE GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE (MAX CLEAR HOT > 42") 20 psf 15 psf MISSILE TEST OF ASTM EAgb AND A5TM E1886 AS MODIFIED BY 2020 NYS BC INSULATION HABITABLE ATTICS 4 SECTION 501.2.1.2.1. GARA6E DOOR GLAZED OPENING PROTECTION SHALL MEET I. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ATTIC5 SERVED BY FIXED STAIRS 30 psf 15 psf THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ANSI/DASMA 115. FOIL TO BE PLACED TOWARD HARM SIDE. D Air-,ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf A�§ 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY SLEEPING ROOMS 30 psf 15 psf BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ;" ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE FOUNDATION WATERPROOFING. STAIRS 40 psf 15 psf PREDRILLED AND SECURED HITH THE ATTACHMENT HARDWARE PROVIDED AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: r R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT - q" R-50 FOR FLAT CEILINGS GUARDRAILS AND HANDRAILS 200 psf 15 psf �� CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED - 5.25" R-50C FOR VAULTED AND CATHEDRAL GEILIN65 r� ff �`± �a °� ON THE BUILDING. - 3.5" R-15 FOR 2"x4" HALL CONSTRUCTION '! ',T•�`°w°� �47� - 5.25" R-21 FOR FLOORS HALL CONSTRUCTION ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25 psf 15 psf QF Nt *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A5GE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) I I I _ � HOL.DONN DETA I L_S T` F 1 GAL- N L- I NO/STRAi=F NO REOU I RE1 TENTS FOR UFL_ I FT, SHEAR, $ L_ATERAL- N ND RES I STANG� FA�STENINO SGHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS d SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 6-005 FOR STRAPPING AND NAILING REOUIREMENT5, *BALL STRAPPING TO BE VWx 20 GAUGE** -- "51MPSON" EQUIVALENT - C520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) Q FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu 0 (SCHEDULE AS PER AWC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J HOEDOWN 'A' HOEDOWN B' CONNECTION A FASTENER SPEC. FASTENER CONNECTION �t L- I NO OR I � DESCRIPTION AND QUANTITY 5PAGINS Q N FOR, IT _ a) FOUNDATIONS AT RAFTER TO RIDOE ROOF I$ CEILINO FRAMINO CONNECTION: 1.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d _ 7 O NDWALL ENDWALL -••••"""'" COMMON NAIL w/o PREBORED HOLES. a--� }- CO (5) 2x FULL (5) 2x FULL CORNER STUD „„ „_--^""" - 4^ 2 2.WOOD 15 ASSUMED TO BE DIP,#2 3 BTR. IN DRY USE RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER LO N z Q HEIGHT STUD HEIGHT STUD CONNECTED TO w^'"-. FOR STRAP - 5 8 d COMMON R.R. 2 SERVICE I CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. a CB V) CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL GEILIN6 J015T TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST � X (V TRANSFER SHEAR "SIMPSON" HDQB FOR ROOF 5LOPE5 UNDER 5112 WITH �� • , ' • ` • • � �r HOL(EVIES,NSEDT IW INITIAL INSTALLATION)PREBORE THE NAIL O � i HOLDOWN ANCHOR ® 2-I6d COMMON ROOF SPANS OF 24' OR GREATER, GEILIN6 JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE 6-003 EACH LAP O O C9 2-I6d COMMON LOCATIONS NOTED NAILS ® 6" O.G. d • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED -c O m •� NAILS ® 6" O.G. ON PLANS 10" D.G. IF BLOCKED �,„ _. USE 4 8 d COMMON NAILS ® EA. • • • • +� N � ll7 O O.G. IF BLOCKED CORNER P05T END OF STRAP. �+ S.SEE SECTION 6 FOR ANY REOT TO CLINCH THE NAILS(TO GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) 01-I6d COMMON EACH LAP C O O CORNER POST ""` E TIGHTLY BOND THE END OF THE NAIL TO A q0"ANGLE,SEE Q Q_ O GRAPHIC BELOW) COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE "SIMPSON" HDQB ". THE ABOVE ASSUMES A RAFTER HOLDOWN ANCHOR ® 5PAGIN0 OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NIPS COMMENTARY LOCATIONS NOTED ° a OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END ON PLANS ° FACTOR OF 1.5. n a RIM BOARD To RAFTER (END-NAIL) 2-I6d COMMON EACH END uJ a GONNEGTION SI 1$ 52 AT RAFTER TO TOP PLATE TO 5TUD �— CONNECTION: - ' WALL FRA�MINO HOLDOWN INSTALLATION OPTIONS:,. .1:4L.J2 „,. FOR NEW P. GONG. FOUND.'s '' ° FOR STRAP - 5 8 d* COMMON NAILS ® EA. LJ ._, "'" HOLDOWN CAST IN PLACE w/'7/6"(P THREADED ROD .-"" TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON PER FOOT END OF STRAP. � 1 " sIM WHEN IN TOWN OF ISLIP OR NAILING v •— ILI FOR EXIST. P. GONG. OR NEWLY CURSED FOUND.' • • NOTE • • TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE 7/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN __ a MAX. NAILING GRID ABOVE UTILIZE n , CONCRETE w/ 'SIMPSON" SET (HIGH STRENGTH EPDXY - -I �I T � W ADHESIVE), 6 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I 51MPSON #f�2A (OR EQUAL) RAFTER TIE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. M (HIGH STRENGTH ACRYLIC ADHESIVE) �" 1 1 1 • FOR TOENAILING - 5 8—d COMMON NAILS '� HEADER TO HEADER (FACE-NAIL) I6d COMMON I6" O.G. ALONG EDGES • FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • — FILL TOP 2 COURSES SOLID 3 CAST IN PLACE HOLDOWN USE SAME • w/-1/8"� THREADED ROD CONNECTION - ~""" FOR G.J. TO R.R. - q I6 d COMMON NAILS TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD REOUIREMENT5 FOR ---,"." ' ` RAISED G.LI (WHEN FOR EA. PLATE TO STUD ABOVE $ OR BELOW AT O.J. TO O.J. CONNECTION: BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2_I6d COMMON 1s PER FOOT V HOEDOWN 'G' HOEDOWN 'D APPLICABLE) 2 I6 d COMMON NAILS ENDJOIST, or BLOCKING (PAGE-NAIL) FOR G.J. TO G.J. - l Jb d COMMON NAILS FLOOR FRAM I NO FOR i IEW S EXIST. * < • FOUNDATIONS FOR NEWLY POURED CONNECTION GI G2 • FOUNDATION ® ONE STORY ONLY ; JOIST TO SILL, TOP PLATE or 61FZDER (TOE-NAIL) 4-56 COMMON PER JOIST n 1 (5) 2x FULL ENDWALL om V/ HEIGHT 5TUD CORNER STUD BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q CONNECTED TO "SIMPSON" HDQB TRANSFER SHEAR AT 57UD TO FLOOR ASSEMBLY BLOGKIN6 TO JOIST (TOE-NAIL) 2-6d COMMON EACH END (3) 2x FULL `° � HOEDOWN ANCHOR ® NAIL COMMON HEIGHT 5TUD ,..•- ' : G2 -"'""' TO STUD CONNEGTI ON: BLOCKING To SILL or LOCATIONS NOTED NAILS ® 6" D.G. d -"-27Z ° 5-I6d COMMON EACH BLOCK ON PLANS IO" O.G. IF BLOCKED "„"~ TOP PLATE (TOE-NAIL) CORNER POST G I FOR STRAP - 3 8 d* COMMON NAILS ® EA. END OF STRAP LEDGER STRIP To BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST FOR EA. PLATE TO STUD ABOVE 8 OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-Sd COMMON PER JOIST 2-I6d COMMON N' BELOW - 2 16 d COMMON NAILS NAILS ® " O. . z ' BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ROOF SHEATH I NO 1 ° STRUCTURAL PANELS: a "SIMPSON" 5T DI4RJ CONNECTION DI D2 SOLID INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD HOEDOWN INSTALLATION OPTIONS: BLOCKING# EA.BAY PERIMETER EDGE ZONE s ad COMMON 6" EDGE /6" fi1ELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s ,. „-""" UP TO q" RAKE OVERHANG HOLDOWN CAST IN PLACE w/l/8"(P THREADED ROD „ •- " M-- AT STUD TO FLOOR ASSEMBLY TO SILL FOR EXIST, P. GONG, OR NEWLY CURRED FOUND �ATH I NO '7/8"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXYMiN. -- -- ADHESIVE), 4 FOR TEMP.'s O°F-40"F USE "SIMPSON" AT CORNER h ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. 6YP5UM WALLBOARD 5d COOLERS '!" EDGE / 10" FIELD (HIGH 5TRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR SPECIFIED ON END OF STRAP (WRAP STRAP UNDER SILL PL.) FOR EXIST. /NEW G.M.U. (GONG. BLG� TYP. FOUND. NOTE • WALL SHEATHINO FILL TOP 2 COURSES SOLID a€ CAST IN PLACE HOLDOWN ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - w/'I/8"O THREADED ROD 2 16 d COMMON NAILS STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD ° ALTERNATE CONFIGURATION - ABOVE STUD TO FLOOR CONNECTION w/ # LPT4 SIMP50N (OR __ P.STRAP w/(E GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD N L- I NO/STRAFF I NO @ W l NDOW/DOOR DEADER ' ° STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ""-.�,_�y EA NAILS o (FOEA.R END OF EA.STRAP TO Z EA.JOIST-(FOR FLOOR SHEA�THINO (SUE3FLOOR) o ALTERNATE USE SIMPSON H2.5A) NOTATION: 0 A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 3.1, P. 18q);WHEN STRAPPING FoONNFECTION E STRUCTURAL PANELS: REQUIRES OVER 14 NAILS,USE SIMP50N C516 STRAPPING (OR EQUAL). """- ilul B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 3.235,P. 2ql) „ „- • I" LESS: COMMON 6" EDGE / 12" FIELD „•..�--"•'"'""-" . GREE ATER THAN I": 10d COMMON b" EDGE / 12" FIELD � G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3.23G,P. 2q2; ALTERNATE AS PER TABLE 3.23D,P. 2q3) A D D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE ff AT STUD TO FLOOR ASSEMBLY TO SILL I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDoE. W (2018 WFGM,TABLE 51,P. 16q) ° ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED, Q C E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2018 WFGM,TABLE 3.22F, P. 288) ° 4' ° ° PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIC-�FfER � E (5-PLY)- NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER(2015 WFGM,TABLE 3.22F,P. 255) a ° °o ° SLAB ON ORADE APPLICATION: SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE , ° ° ° a a ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.8,P. Iql) - ° Z - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: B E FOR STRAP - 5 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. y ° as ° END OF STRAP (WRAP STRAP UNDER SILL PL.) 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SGHEDULE B ° ° 4' SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE SKUNK LANE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS "`�~" ° c° ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) "'~ 2 I6 d COMMON NAILS AS-BUILT A NOTATION 51 ONAOE FOR TRU55 TYi=E, PRE—ENGINEERED MAX ROUGH A B C D (2-EPLY (3 PLY F WOOD, AND/OR TIMBER CONSTRUCTION OPENING HDR) HDR) THE FOLLOWING 515NAGE SHALL BE AFFIXED TO THE ELECTRIC, METER BOX ATTACHED 6980 SKUNK LANE 2'-0" 2 I I 2 I I 2 TO THE EXTERIOR OF L OF THE RESIDENTIAL STRUCTURE R EXTERIOR AFFIXED TO THE L AT A POT IMMEDIATELY' ADJACENT TO THE ELECTRIC BOX OR CUTCHOGUE, NY 11715 4'-0" 5 I 2 5 1 1 3 A SQL_ G I NO O TOE �L. T O E3LE ENDWALE A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE BRA r—dNO/5TRAFFINO AUTHORITY HAVING JURISDICTION: * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-O" 4 I 3 4 I I 4 DRAWING TITLE: FOR RAKES 12"OR TOP PLATE BLOGKI K 2 LESS PROVIDE HOLDOWN ANCHOR BOLT 8'-O" 6 2 5 5 1 1 5 }-- SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK• <TO LOCKING• 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL r , LENGTH FOR WIND - EXPOSURES 5tC - FOR WIND - EXPOSURES 5$0 - 4'-o" o•c ACHEIVE RAKE O.H. BE "I" "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS lO'-o" '7 2 4 6 2 1 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF I, THE STRUCTURE UNDER SECTION 602 OF FASTENING SCHEDULE BUILDING MINIMUM SPLICE'",4 BUILDING MINIMUM SPLICE THE NYS BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP.STRAP w/(5) It 8d NAILS EA. END DESIGNATION FOR STRUCTURAL PAGE: 12'-O" 2'-0"/2'-6" 12'-O" 3'—O" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, 16'-0" 3'-0"/3'-q" I6'-o" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER ®®� ■ ANCHOR 5OL_T Si�EG 1 F I GAT1 ONS Y x CONSTRUCTION AS FOLLOWS: 20'-O" 4'-O"/5'-O" 2O'-O" 5'-O" - "F" = FLOOR FRAMING, INCLUDING BLOGKIN6 2 BAYS GIRDERS $ BEAMS 6'-12' SPECIFICATION (2018 WFGM TABLES 5.2A 1$ 5.25, P. I5'I-I60) 24'-O" 4'-0"/5'-0" 24'-O" 6'-0 " BACK® 4'-0" O.G. - "R" = ROOF FRAMING CORNER - "FR" = FLOOR 4 ROOF FRAMING gq�� CONDITION FOR ALL STRUCTURES: %",P ANCHOR BOLTS 0 35L O.G. 28'-O" 51-011/6'-3" 28'-0" 7'-0" DATE: 10/08/25 3 OF 7 52'-0" 6'-O"/7'-6" 52'-0" 8'-O" iv SECOND FLOOR Q� NOTES: I.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE I CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE n " : " i n i a I• MIN. 7" EMBEDMENT INTO CONCRETE LEN&TH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40—O S-O /IO-O 4i0-O I I-O PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS �� BACK® 4'-0" O.G. w/ 3 SQUARE WASHERS AND END NUT SETUP; LJ END :� " 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O /12-6 50-O 13-O � +�} C}���5,,; 4�0�, '�,'`t• CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE TOP TWO COURSES SOLID 8d NAILS EA. END n 1, " is r. ; .. S.TABUIJATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60 O 12-O /15 O 60-O I6-O OF EA.STRAPS " 'D 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HE16HT5,H,THE TABULATED UNIT u v b LATERAL LOADS SHALL BE MULTIPLIED BY H/8; :: ll FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR SHEAFVAALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70-O 14-O 7O-O Iq-O PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR �sZ r .� (° •`^ 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-0" I6'-O" SO'-O" -oil FROM FROM ENDS AND CORNERS (TWO 0 CORNERS) a'WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) lO'WALL- 1.25 - / II'WALL- 1.5-75 BLOCKING 2 BAYS RED PANTONE WHITE 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER BACK® 4=0" O.G. #187 �- • e';� • ,.� 4. COORDINATE w/ HOLDOWN LOCATIONS FOR to'-O"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL I I I MISCELLANEOUS FRAMING GRAPHIG5 CONTINUOUS BUILT-UP C IRDERS, 3 OR MORE SUPPORTS � I R�BLOGK I NG FOR PLAT�OR1� V�IOOD SRAM I NG (THAT EXCEED FRAMING STANDARDS, T IS REQ D FOR FRAMER TO HAVE A WORKING KNOVILEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) CONNECTION 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED PATTERN DESCRIPTION �� TOGETHER 5IDE BY SIDE ARE CONTINUOUS OVER I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES Q BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE AS FIRE-STOPPING. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS• 12'O.G. MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER Lu THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Lu STUDS STUD B (3)ROWS IOd NAILS 0 12'O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES A5 FIRESLOPPIN6. -� P co THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Ch SUBFLOOR (2)ROW, 1/2" 4)BOLTS• 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION, THE 50LE AND DOUBLE Q ' N �SUBFLOOR G DEL.•ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. ai ? L0 SOLE PLATE BUILT UP GIRDER P MAX.32" NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE C 0 SOLE PLATE D (2)ROWS 1/2" m BOLTS• 16"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPIN6. � p E (2)ROWS 1/2" d BOLTS a 24"O.G. SIDE WITH 106 NAILS, TWO NEAR EACH END OF — BETWEEN I/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE $ 5. FIRESTOPPINC SHALL BE 2 INCHES OF WOOD BLOCKING .i }' F (2)ROWS 5-3/5"TRUSSLOGK SCREWS• 12"O.G. a 1/4 OF A OF I& INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. 0 C N z O SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH a ^ 6 (2)ROWS 5-3/b"M55LOCK SCREWS a 16"O.G. / SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE ,co , U 5CRa4m ON(1)SIDE OF MEMBER C JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN C x 0 N H (2)ROWS s-5/6"TRUSSLOGK SCREWS m 24"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE A5 FIRESTOPPN6. 0 O 0 a--� i SCREWED ON(I)SIDE OF MEMBERCD MAXIMUM OFFSET JOIST (2)Rows 5•TRU55LOGK SCREWS m 12"O.G. THREE-PIECE T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND O m ��, J BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d 2 INGHE5 OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS N a--+ � JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. 5IDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. C O O cc MATCHED SIZE OF LOCKBEARING FIRE5TOPPIN6 AND K (2) 5"TRU5SLOGK SCREWS Ib'O.C. PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 4 Q a O UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER PARTITIONS ® 52" O.G. BLOCKING SCREWED ND OTHERS 5TAGGERED w/ A DISTANCE OF NOT MORE 5 6. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROWS 5"TRUSSLOCK sGREW5• 24"O.G. BETHMN 1/b DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER d 1/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. a. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NG BRAG I NG STRINGER TO SERVE AS FIRESTOPPIN6. GANTI LEVERED FLOOR NOTE- d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN b'OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR t CONNECTION PATTERN V WHEN 10' OR LARGER P FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH TUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-P1EcE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENER5 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 SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS CABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPINC SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE o 6'O.G. TRUSS BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JO15T 2) loci NAILS TRU55 OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED U G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL /� I I J� J� �/�C, PLATFORM FRAME CON57RUCTI ON SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON n 1 10) ad I�l A I L� I I `4 O F A T T E R I `�S FOR S I D� LOADED B F_A M S (I c . FLUSH B E A I " I✓) -LOCATIONS REGUIRUN6 FIRE5TOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE VJ AS FIRE5TOPPIN6. � W NAILS FIRE- FIRE- WOOD FIRESTOPPINO FIRESTOPPINS, • STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR 5IDE-LOADED, SrOPPINC STOPPING MULTIPLE-PIECE MEMBERS JOIST " 5d COOLER NAILS a 10" O.c. NAILED' BOLTED' I „ " I 2 x4 BLOCK NAILED TO EA.BRAGS � VERTICAL b Ibd ROWS \_ 2 ROWS I d 9 Rows Z Xs' 2 Rows l�s" 2 RUWS 15' �SLOGKIN6 FiREsroPPlNe WHEN OOl.T9��4' W/(4) IOd NAILS COMMON COMMON BOLTS BOLTS ;� O 12.O.G. •12"O.G. O.G.9TA66ERl�SP 12"O.G. •b"O.G. COVERING IS APPLIED V 1 STUD 20 ga. STRAP TO���� I . GYPSUM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. LOCATION 2 L LOCATION 3 DOUBLE PLATE * 5d COOLER NAILS O 10' O.G. (10) bd NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° LOCATION I L LOGATION 4 Q /1 NOTE: ENDWALL STUDS AS NOTED IN NOTES 1 4 5 ° ° ° s NONCOMBUSTIBLE LOCATIONe RE n 1 JOIST SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR USE OF DRYWALL 5GREw5 ° FIRESTOPPINC OF CARDER V•/ OVER STUDS, UNLESS TOP PLATE IS 4"m ED6E/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED5E5 SOLE WOOD FIRESTOPPING Q DESIGNED TO CARRY THE LOAD SCREWS 6- V411 TYPE W OR 5 FIRESTOFFING LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" Tw0 ROWS 24'O.G.STAGGEED R TWO ROWS b"O.C. THE IROM THE s OF THE MEMBER.USE OF THE WASHERS ER.EVERY SMT HEAD AND MUTT EXTEND THROUGH THE FULL INTERIOR STUD DETAIL OVERLAID ROOF B.STAGGER EACH ROW OF FASTENERS BY 12". O O O O O 0 O O O ATTACHMENT @VALLEY 2"SPACE NOT 4.FOR ATHREE-PIECE MEMBER THE SPECIFIED NAILING 19 FROM EACH SIDE. TO BE FILLED ® NONCOMBUSTIBLE FIRCSTOFPING FIRESTOPPING APPROX.I INCH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO \ BOTH 5IDE OF THE MEMBER 3 6.VALUEB FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4"O.G.NAIL SPACIN(S. O�A '1 L TION STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS, STRAPPIN6 w/ T.2 ROWS OF 16d COMMON NAILS 02"O.C)FOR DEPTHS 12'OR LESS 4 bd NAILS LOCATION 8 F1REsroFPANG LOCATION Q \ ® EA.END O R.R. 6.5 ROWS OF Ibd COMMON NAILS 02'O.0)FOR DEPTHS OF 14",16"4 W. LOCATION 10 FULL WIDTH 2" BLOCKIN ZO F- GONSTRUGTI ON DETAILS Val ND LOAD FA7H CONNECT 1 ON DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL X15T.OR,NEW NEW R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAILV NOTED CONT.BLOGKIN6 TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R.AS 5HOWN KING STUDS PLAN VIEW Nam_SIMILAR o 'SHED' WOOD J015 WOOD JO I GRI PPLE STUD ROOF,R.R. IN LINE BLOCKING JOIST HANGE HEADER GENERAL REG2U I REMENTS FOR GENERAL REG2U I REMENTS FOR Z INSTALLATION OF GLINcO."HED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS WOOD GIRDER JACK STUDS 0 MAIN MEMBER WOOD JO 157 JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH NITH GIRDER/HEADER TYPICAL HEADER CONNECTION o I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAl1.X 5 APPROX. SO° w/ THE MAIN MEMBER b STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO )6 THE LENGTH OF THE NAIL FROM THE MEMBER END, AS SHOWN ABOVE SKUNK LANE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A qO° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST AS-BUILT SIX TIMES THE DIAM. OF THE NAIL RAFTER AVOID SPLITTIN0, No MORE THAN 2 TOE NAILS SHALL BE 5. INSTALLED TALLER N EA. SIDE OF A RAFTER OR GEILIN6 J015T NALL STUD NALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2 xb TOP PLATE. BATHTUB SUB FLOOR 6980 SKUNK LANE DOUBLE J015 DOUBLE JOIS TOP PLATE CUTCHOGUE, NY 11715 CH I M. CHASE 5ECUR1 NG @ STD. SIDE NALL NALL STUD DRAWING TITLE: FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: CHA5E WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB, ALL BATHROOMS W17H TILE FLOOR, DOUBLE JOIST FOR NON-BEARING NALL5 ALTERNATIVE RAFTER TO NALL STUD CONNECTION FIREBLOCKING DETAILS w/5TUD5 TO ATTIC FLOOR $ BLWO TO R/L SIDES W,l 5TRAPPIN6 TO R/L SIDES) UNDER KITCHEN FLOORS AND RADIANT FLOORS NITH MUD. Y TOP PLATE ® o N I ND RES 1 STANT CONSTRUCT I ON C C ONNETORS PAGE: CHIM. CHASE WALL p V j-K TCONNE07I ON LOCATION: PART NUMBER: NOTES: G-004mOO (�16 w Q RI DOE-TO-RAFTERS 0520 @ 21 " APPLY TO EACH PAIR OF RAFTERS a z ® RAFTER-TO-NALL H-7 APPLY TO EACH RAFTER RooF o z DATE: 10/08/25 4 OF 7 o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER �z OREQ'D BLOCKING TO AL16N w/STRAPPING a PLATE-TO-NALL STUD 0520 @ 18" APPLY TO EACH NALL STUD ® EA LEVEL THE FIRST FL.. ®zw 2ND. FLOOR NALL-TO-AST. FLOOR NALL LFTA or 0520 @ 56" APPLY TO EACH NALL STUD ' -'4' ® HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD FLOOR/GL6• CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR NALL HOLDDONN ANCHOR SS7516 APPLY TO EACH 511DENALL END AST. FLOOR-UNDER-SILL PLATE G520 NRAP UNDER DOUBLE SILL PLATE SIDE VIEW PLAN VIEW (USE WITH 5" SQUARE MASHERS) :' USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I l E N E F\A L 5`T i�5 0 L FLOOR PLAN NOTES DOOR NOTE: WINDOW NOTE: SMOKE DETECTOR / CO DETECTOR NOTES: NEW LAUNDRY ROOM: OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN O4 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O I. NEW WASH / DRY HOOK UP NEW PARTIAL HEIGHT ON PLANS BY 'JELD-WEN' (OR EQUAL). CASEMENT,DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). SMOKE / CARBON MONOXIDE COMBINATION DETECTOR 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s a _ EXISTING TO BE DEMOLISHED 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INSTALL AS PER MANU. SPEC.'S. !!!!! ! WOOD FRAME (L.G. STL. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. w/ SIZE OF EQUIP. Q WHEN APPLICABLE) ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDW O PROPOSED; 2.INTERCONNECTION BETWEEN NEW 4 EXISTIN6 DEVICES 3.PROVIDE HOOK UPS AS REQ'S PER MANU. EXISTING TO REMAIN 3. NOTE DOES NOT INDICATE EACH NEW IN DOOR SEE DESIGNATIONS 4 WINDOW SCHEDULE. PROPOSED;SEE DE516NATIONS 4 DOOR SCHEDULE. 3.FOR SUBSTITUTIONS, SEE NOTE #Q IN "GLASS WINDOWS SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS Iu NEW FOUNDATION WALL 4.PLACE DOOR5 4" MIN. FROM PERPENDICULAR AND DOORS" ON PAGE 6-002. ARE NOT INTERCONNECTED,AS PER NY5 R314.4. W NEW WOOD FRAME (L.G. �=-0 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND DRYER EXHAUST NOTE: LU STL. WHEN APPLICABLE) WALLS, U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. PER GENERAL ELECTRICAL NOTES ON PACE 6-002. --U cz 5. INSTALL A5 PER MANU SPEC.'S 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. 1 DUCT SHALL TERMINATE MI EXTERIOR � MIN. (2) 2"x4" STRUCTURAL 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. 6.IN GENERAL,TEMP. OIL. SHALL BE PROVIDED: 2.DUCT SHALL TERMINATE MIN. 3'-O" FROM ANY POST FOR 4" WALLS 7. SEE PACE 6-003 FOR ALL OTHER FRAMING 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS OPENINGS Q :�_' CV NEW I-HR FIRE RATED 4 OPENINC75 TO BATHROOMS w/SHOWER OR TUB. Lr) !! !! ! WOOD FRAME (L.O. 5TL. (MIN. (2) 2"xb" STRUCTURAL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SWINGING,SLIDING, 4 BIFOLD DOORS 5. INSTALL ALL AS PER MANU. 5PEC.'s 3. DUCT SIZE AS PER MANU. O „ 6.2. WITHIN 15" OF F.F. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER � WHEN APPLICABLE) POST FOR 6 WALLS), U.O.N. STAIR B RAILING NOTE: 6.3. WITHIN 24 OF A DOOR 6.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN O OIN COMPLIANCE WITH LOCAL CODE CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED To - ^ O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4 RI 4 MIN. 10 6.4. WITHIN 5TAIRWAYS 4 WITHIN 36 OF A LANDING Tr - RISERS SHALL BE CLOSED 6.5. WITHIN TUB/SHOWER ENCLOSURES NEW PLUMBING FIXTURES: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM NEW 2-HR FIRE RATED �; C9 5 WOOD FRAME (L.G. STL. NEW PLUMBING WALL 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO EXCEED 5 FEET AND SHALL BE LISTED AND LABELED O O N z 0 WHEN APPLICABLE) NOT EXCEED THE SMALLEST BY MORE THAN ". '1. SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. IN ACCORDANCE WITH UL 2158A. d - Ln 3. HEADROOM IN 5TAIRWAY5 SHALL BE AT LEAST 6-5". WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: (2) 2"xIO" HEADER U.O.N. NEW FLOOR: 6.EXHAUST DUCTS SHALL BE MIN O.OIb" THK RIGID '- (� 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 6 METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS c � X � (V I. NEW J" PLYWOOD SUBFLOOR BENEATH (6LUE 4 SCREW); RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 0 O O 4- 4.5. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. LESS THAN FOR OPERABLE WINDOWS WITH SILL HEIGHTS SCREW PERIMETER OF SHEATHIN6 6" O.G. 4 12" O.G. ® DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL O m '.F:., � 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2'!" MIN. LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN?2" INTERIOR. ��I.yS � .1._+ 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ABOVE GRADE OR THE ADJACENT SURFACE AT THE 4-' N ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR BUILDING EXTERIOR. 2.NEW FINISHED FLOOR;WOOD '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER c Occ OR MORE RISERS, AND W W HERE SHOWN ON PLANS. LOCATION TO THE ALL OR ROOF TERMINATION. THE Q 0 a 2 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED EGRESS NOTE: O NEW TILE FLOOR: MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 WALKING SURFACES LOCATED MORE THAN 50" ABOVE IN COMPLIANCE WITH NEW YORK STATE BUILDING I. NEW TILE FINISH UPON FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES '1. 36" HIGH GUARDRAIL 4 SPINDLE 5PACIN6, NOT TO EGRESS SHALL BE FOLLOWED: 3.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON NOT INCLUDE THE TRANSITION DUCT. ALLOW PASSAGE OF A 4" (P SPHERE;56" HIGH 4.NEW " PLYWOOD SUBFLOOR BENEATH (6LUE 4 SCREW); n l HANDRAIL. NET CLEAR OPENIN&........... 5.1 S.F. 50REW PERIMETER OF SHEATHING b" O.G. 4 12" O.G. ® TYPICAL FLOOR CONSTRUCTION: W 5. 6RIPPA15LE RAIL AS PER CODE. NET CLEAR HEIGHT............... 24" MINIMUM INTERIOR. O I. FIN15H FLOORING TO SELECT 9. RAILING MATERIAL TO BE WOOD. NET CLEAR WIDTH................. 20 MINIMUM 2. 3/4" T46 CDX PLYWD. SUBFLOOR GLUED 4 SCREWED 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL 'X' BRACE ® MIDSPAN UPON 4. P.T. SLEEPERS BOLTED TO EXIST. 6ARA&E SLAB 5. MIN. R-30 (ONLY BETWEEN FIRST FLOOR AND 6ARA(5E SLAB) 6. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS n , W ■ 2 U d z Ln 24'-I Jy2" EXIST. (2) 2°xlo° NATURAL LIGHT 4 VENTILATION vn 1' DROPPED P.T. BEAM W T-IV2" (HABITABLE SPACE) Q FLOOR AREA 1415 S.F. >n A5-BUILT WOOD O EXIST. (2) 2"XIO" - DECK Q - LIGHTING;MIN. 8% OF FLOOR AREA 15.4 S.F. 32.8 S.F. DROPPED P.T. BEAM _ �i 504 S.F. N _ _ N N VENTILATION;MIN. -11 S.F. 26.o S.F. - - 4% OF FLOOR AREA wa® EXIST. OUTDOOR 3 SHOWER - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - -_ - -_ - - _ - - _ - _ - EXIST. 5�x6� SLDR r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A ROOM EXISTING SEPTIC m$ I I I 8.5 N DN OUTLET d IL F - - - I eXIST. O O ) 0 DN Q 0 V I I BEDROOM MODIFIED D Xry ® _ix v Ma EXIST. 2 xb"144 5F ® EXIST. z lu j ® BASEMENT ® p ; (UNCONDITIONED/UNFINISHED SPACE)-71 Oil X I I r EXI GLG. HGHT. I EXIST. 2"xb" rBATHRTOM w 01 )7lu ® I6" O.G. I I 5M/G i v I'-II" 5. . _EEXIST. _ AS-BUILTEXIST. (5) I-Jx-1-4" T.J. 2.0E MICROLLAM LVL DROPPED BM. (CONTINUOUS SPAN) POST GREAT ROOM O�4c EXIST. (5) 2"x4" POST(2) I-j"x14" T 2.OE MIGROLLAM LVL DROP_ED BM. w la3 S.F. n I L - J L - L J L - J m sM/co EXIST. < XISTING ELECT. SLAB ON O N 1 5M/•G o GRADE 4 Lu PANEL MODIFIED a EXIST. 3"0 STEEL COLUMNS UPON LIVING ROOM I O EXIST. 24"x24"x12" DEEP P. 6-2 I 4 152 S.F. GONG. PAD FOOTINGS I • O 8'-O" EXIST. (2) PROJECT: SM/Co -�, GLG. HGHT. _ in a 2"x6" dJ V q_2 I I I ¢ FLUSH BM. i I I = = EXIST. O 24x6� SKUNK LANE i - MODIFIED N ® � O H.W. I � � x ® BEDROOM a BEDROOM ��o EXIST. - I I I ► 1,0 �Sr o -11" N= _ AS-BUILT MECH. ROOM N ® r - - aJ 1-I No O W 6980 SKUNK LANE TOILTANKON SLAB OILE CUTCHOGUE, NY 11715 1- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRAWING TITLE: 54'-gy2" LI-1'-0/2 a_-,y2:: 3'_-r" EXISTING BASEMENT PLAN 0 < EXISTING FIRST FLOOR PLAN <CT- NATURALo LIGHT 4 VENTILATION (HABITABLE 5PAGE) FLOOR AREA 182 S.F. PAGE: EX I ST I NO SASENE T P S.F. REQ. S.F. PROV. SCALE: I/4" I -011 LIGHTING;MIN. 8% 14.6 S.F. 21 8 S.F. Aminolmoo OF FLOOR AREA VENTILATION;MIN. -i 3 S.F. 25.6 S.F. 4% OF FLOOR AREA DATE: 10/08/25 5 OF 7 EX I ST I NO FIRST FLOOR FLAN SCALE: 1/4" r .,a��".p`',�.-•sue`"� � I I � a a 0 EXIST. CHIMNEY W W J co N w O Lr) O O m 12 _ 76 �-- - 14 , }; CO 0 C fV z O CL u) 2x � cv 0 O O 4 Om � C9 2 3 c N O c L LLJ_ ❑ ❑ ❑ ❑ � 0 U •- ( � Z3 (`I{J M • EX I ST I NO NORTH ELEVATION (FRONT) EX I ST I NO NEST ELEVATION (SIDE )'AizD) U SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-O" � Q •rr—^^ nv ! W ELEVATION $ BUILDING SECTION NOTES OTYPICAL FLOOR CONSTRUCTION: 1. FIN15H FLOORING TO SELECT 2. 5/4" T 4 6 GDX PLYHD. SUBFLOOR GLUED 4 50REHED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MID5PAN 4. MIN. R-50 (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM J015T5 NEW EXTERIOR WALL CONSTRUCTION (TYP.): O2 - HOU5E MEMBRANE (5EE SIDING NOTE FOR SPEC.'S) UPON • 1/2" GDX PLYHD. 5HEATHING (BLOCKING ® ALL PLYHD SEAMS) UPON • 2"xb" STUDS ® 16" O.G. H/DEL. TOP PLATE • MIN. R-21 BATT INSULATION • 5/8" 6YP5UM BD. WALL FINISH NEW SIDING NOTE (TYPJ: OI. INSTALL NEW SIDING AS PER ELEVATIONS UPON 3 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 5.EXTERIOR HALL CONSTRUCTION AS NOTED SEPARATELY / \ ® INSTALL ALL PER MA 5. N / \ 5. PROVIDE ALL NECESSARYY TRIMRIM FOR PROPER INSTALLATION \ / (b.SIDING HALL EXTEND TO TOP OF FOUNDATION WALL Z W O V EX I ST I NC SOUTH ELEVATION (REAR) W Q 0 SCALE: 1/4" = 1'-0" PROJECT: SKUNK LANE AS-BUILT 41 EXIST. RIDGE HEIGHT -------------------- 12 CUTCHOGUE, NY 11715 �4 EXIST. DRAWING TITLE: ATTIC EXIST. G.J. EXISTING EXTERIOR ELEVATIONS BUILDING SECTION m PAGE: --® EXIST. FIRST FINISHED FLOOR A-20LOO LEV. +20 AS-BUILT AS-BUILT AS-BUI T LAUNDRY RM. PWDR. RM. GREAT ROOM DATE: 10/08/25 6 OF 7 BASELINE (AVERAGE GRADE) ELEV. +O.O' EXIST. GARAGE SLAB ELK � CD Ap''i' �N '1. p)E?`�vY�: R 4 EX15TINO EAST ELEVATION (SIDE YARD) SCALE: 1/4" = 1'-0" EX 1 ST I NO SU I LD I NO SECTION I -I/A-20 I � .❑�` SCALE: 1/4" = I'-oil I i 5/4"xb" P.T. d DECK BOARDS P.T. DECK JOISTS AS Q NOTED ON PLANS 0 Lu 5/4" x REQ'D L1J co ° HEIGHT P.T. RISER J M 5/4"xb" P.T. I — - - - - - - - - - - Q +-� N DECK BOARDS ° 2"x BLOCKING ® EA. O Z / STRINGER TO MATCH SIZE _ r- N0� OF P.T. PECK JOISTS a--� � (D HANDRAIL TO BE PROVIDED WITH L z (4) OR MORE RISERS FASTEN STRINGER TO BLOGKIN6 (MIN. (o a (O Lr) -Y d FASTENERS) X U N p 0 O 4--+ ' CD 2"xIV P.T. STRIN6ER5 ® 16" 0 m ,�'� `-- 4" THK. x 6" WIDE x WIDTH - O.G. (MIN. 5 STRINGERS ® 4-j N Lo I I OF STAIR P. GONG. PAD i�. EA. STAIRWAY) Q 0 u 2"xb" P.T. BLOCK IN BETWEEN EA. 5TRINOER. FASTENED TO NOTE: ALL DECKING SHALL BE FASTENED 5-I/2" CONCRETE 50REW5 BY r' w/COATED DEGKIN6 50REW5 BY GALIBURN (OR EQUAL) - MIN. "PECK MATE" (OR EQUAL) (5) 50REW5 PER BLOCK 10" MIN. ° GRADE GRADE 1. CREATE WINDOW OPENING 2. APPLY WATER-RESISTIVE BARRIER; 5. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLASHING 6. FOLD WATER-RESISTIVE BARRIER XT i�I O 1�lOOD STAIR D T I L a) � GUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLASHING DOWN AND TAPE OVER GUTS AND SIDES OF WINDOW OPENING A-401.00 SCALE: 3/4" = I'-O" 4— c— U NATER-RE51 ST I VE 5ARR I ER N I Nr7)0N PLASM I NO (EXTERIOR DOOR5 FROM N I NDON MANUFACTURER) 4" FRESH AIR VENT r4-401.00 SCALE: NTS i THROUGH ROOF Q v Ildfflhl n` !L 5111 W I PROVIDE "ABESCO FP200 FR. I EXPANDING FOAM" (OR EQUAL) V i AT ALL PENETRATIONS IN FIRE PROVIDE BEAM SPLICE 8" RATED WALLS AND CENTERED ABOVE COL. - (4) 3/8" H.D.G. LAG EXTERIOR SHEATHING A5 Q � CONFORFLOORSMS PRODUCT WHEN NOTED ON PLANS BOLTS (PREDRILLED) PER SECTION NOTES I MS TO AS E 614, 51MINO MATERIAL AS I ASTM E 64, AND UL 14"f9 PER SECTION NOTES 1 I O --� BUILDING PAPER 4 HOUSE WRAP I TO FULLY OVERLAP FLASHING - / EXIST. STUD WALL 1n — f "Z" FLASHING 5/4"x6" P.T. DEGKIN6 -� - -r ------ O N.O.N. ON FLAW I I KITCHEN NOTE: HALF BATH � T I LAUNDRY GAP FOR 5EGTION/DETAILS) I I I ALL PLUMBING WORK — — _ — _ _ DRAINAGE I I 1 SHALL CONFORM TO I I I LOCAL PLUMBING GORE I 3/8" THK. I/ ii $ I I 12 STL. FL. � II- r4 3/8" THK. H.D. - 2 I 2"1 1 GLEAN OUT OALV. PL. _ __ �- 1 I I A5 REOV CAP PLA 7F- 'B' � I i s REMAIN.A.I. TO METAL DTT PECK TENSION w'G' FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY 'SIMPSON' (OR 14 14, 2 11 L\'L LUMBER OR (3) 2" WIDE OR (4) 2" WIDE 5/6" (Px 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) raAshER LA6 BOLTS ® 16" O.G. INTO MUD SILL 4 G.O. DIMENSIONAL LUMBER OR 5.25" WIDE PSL RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER w/(2) 5/6"0 x 5" LONG APPROVED FLASHING P.T. PECK JOIST MA50NRY ANCHOR5 ® 16" O.G. AS PER PLAN 2 STEF-L COLUMN 0AFFLATE 1�ETA I G.O. EXIST. FOUNDATION WALL 411 4" HOUSE -401.00 SCALE: 3" I'-O" MAIN DRAIN G.O. = EI7OER OON EOTION DETAIL 4" TO -401.00 „ = SYSTEM 1G z SCALE: I I -O w m � >U W w FLUME3 1 NO RISER - 17RA I N / NA5TE / TNT 0 SCALE: NT5 PROJECT: 3-6 GUARDRAIL 3-6 GUARDRAIL . (3'-O" MIN. PER GORE) (5'-0" MIN PER CODE) SKUNK LANE tl (MAY OMIT GUARDRAIL FOR (MAY OMIT GUARDRAIL FOR DEGK5 <50" ABOVE GRADE DECK <30" ABOVE GRADE o AS-BUILT PROVIDE 3'-0" HIGH HANDR41L5 AT PROVIDE 5'-0" HIGH HANDRAILS AT STAIRS w/FOUR OR MORE RISERS U STAIRS w/FOUR OR MORE RISERS k MAX. 4 BETWEEN EDGES MAX. 4" BETWEEN 4 6980 SKUNK LANE OF I-I/2" SQUARE BALUSTER OF I-i/2 SQUARE BALUSTER TER SIMPSON H2.5A RAFTER (STYLE TO SELECT) SIMPSON E (O R EQUAL)RAFTER (STYLE TO SELECT) TIE (O CUTCHOGUE, NY 715 TIE (OR EQUAL) NOTE 5/4"x6" P.T. DECK 5/4"x6" BOARDS SHALL CONFORM. DECK ALL FLUMBINO TO RK BOARDS TO DRAWING TITLE: LOCAL PLUMBING CODE DESIGN DETAILS HALF BATH KITCHEN LAUNDRY� LEGEND PLUMBING RISER DIAGRAMS (2) 1/2"0 HOT DIPPED 6ALV. HOT WATER (2) I/2"0 HOT DIPPED 6ALV. ------i BOLTS ® EA. POST w/OVERSIZED - BOLTS ® EA. POST w/OVERSIZED � SUPPLY P.T. D.J. AS = WASHERS 4 END NUT PREBORED P.T. D.J. AS _ Z - WASHERS # END NUT PREBORED O J - z PER PLAN cV- INTO BEAM, POST, DECK TIE 4 O _ _ GOLD WATER PER PLAN cV INTO BEAM, POST, DECK TIE 4 RIM BOARD A55EMBELY ~ SUPPLY _ RIM BOARD ASSEMBELY � - I - - P.T. BEAM A5 NOTED [� Q PAGE: P.T. BEAM A5 NOTED - Z - IK I I 3 I V z _ iV SOLID BLOCK ® 12 O.G. SOLID BLOCK ® 12" O.G. lL I v I I Q I PROVIDE "ABESGO FP200 FR (2) 51MP50N DJTI4Z (I) I/2"m H.D. GALV. THRU (2) SIMPSON DJT14Z (1) 1/2"4' H.D. 6ALV. THRU EXPANDING FOAM" (OR EQUAL) DECK JOIST TIE ® BOLT w/OVERSIZED WASHER �I iN W.G m I fry 11 1: �U AT ALL PENETRATIONS IN FIRE DECK JOIST TIE ® BOLT w/OVERSIZED WASHER 4 END NUT PREBORED INTO N I :� NI i� N l IN RATED WALLS AND A-401000 EA. POST 4 END NUT PRESORED INTO EA. P05T HASHER - FLOORS/GEILIN65. PRODUCT --- A5TM E 54,AND UL 14'19 POST 4 DECK JOIST TIE L: --_- ----__ _____________ J CONFORMS TO ASTM E 614, POST 4 DECK O ST T "SIMPSON" ABA44 C.._.._..L.._.._ ._.. 1.._.._.._..-..-.._.._.._.. _..1.._.._.._.. "SIMPSON" ABA44 ® COLUMN BASE ® COLUMN! BASE 4"x4" P.T. P05T CONNECT TO iv 4"x4" P.T. POST N , GRADE SUPPLY SYSTEM i DATE: 10/08/25 7 OF 7 GRADE I I ° II 16"4' 'SONOTUBE' FILLED ° II TO STREET 12"Q' 'SONOTUBE' FILLED II D SOLID w/P. GONG. ,u ° ° SOLID w/ P. GONG. ,u I� - - - WATER MAIN (MIN. 4,000 PSI) D (MIN. 4,000 P51) ° zD , O p psi` �- EXTERIOR NO0I7 1�)EOG I7ETA I L EXTERIOR NO07 I7ECG I7ETA I L FLUME3 1 NO RISER SUFFLYo` _r�l A-401.00 SCALE: 3/4" = I'-0" A-401.00 SCALE: 5/4" = I'-0" SCALE: NTS � I