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HomeMy WebLinkAbout50080-Z ��r���t�t . TOWN OF SOUTHOLD °�' BUILDING DEPARTMENT TOWN CLERK'S OFFICE .w r 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#: 50080 Date: 12/4/2023 Permission is hereby granted to: Karen, Alan 219 Cuba Hill Rd Huntin ton, NY 11743 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 350 Richmond Rd E, Southold SCTM # 473889 Sec/Block/Lot# 135.-3-9 Pursuant to application dated 11/3/2023 and approved by the Building Inspector. To expire on 6/4/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,180.00 CO-ADDITION TO DWELLING $100.00 Total: $1,280.00 Building Inspector ,,.,•M, w TOWN OF SOUTHOLD—BUILDING DEPARTMENT v � Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hls:/Lvvvw.sootllclta ,°r���c�7v' Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. Building Inspectors, M Applications and forms must be filled out in their entirety. Incomplete �� 1,- applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Tn Date:10/26/23 OWNER(S)OF PROPERTY: Name:Alan Karen SCTM # 1000-135-03-09 Project Address:350 Richmond RD E, Southold, NY 11971 Phone#:516-635-6700 Email:abkaren@aol.com Mailing Address:350 Richmond RD E, Southold, NY 11971 CONTACT PERSON: Name:AMP Architecture Mailing Address: 10200 Main Road, Mattituck, NY 11952 Phone#:631-603-9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture Mailing Address: 10200 Main Road, Mattituck, NY 11952 Phone#:631-603-9092 Email:msmith@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ' No Will excess fill be removed from premises? ❑Yes RNo 1 T PROPERTY INFORMATION Existing use of property:Single Family Res. Intended use of property:Single Family Res Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R- 40 NC I this property? ❑Yes *No IF YES, PROVIDE A COPY. 19 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):AM P Architecture BAuthorized Agent ❑Owner Signature of Applicant: . Date: 10/30/23 STATE OF NEW YORK) SS: COUNTY OF AMP Architecture being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith, .0. Sworn before me this Notary P'ubliff !taft Of NOW Vbrk O. FTA60 A Quallfied io S k a'1 C;Lclay of N 20 AVS C amnli ti , (ISI Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) (, Alan Karen residing at 350 Richmond RD E, Southold, NY 11971 do hereby authorize AMP Architecture to apply on my behalf to the Town of Southold Building Department for approval as described herein, Alan Karen..,,",-,--,` N � . ' 10/30/23 Owner's Signature Date Alan Karen Print Owner's Name 11 2 5-3 -1 SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION SSQ, G� Q ® PROPOSED ACCESSORY STRUCTURE W J o PROPOSED 2ND STORY w ^, Q L{J 10 O w r- • O Lo .I- 0 c C C5 o q'. o" e. N45047'30"W 131.15' -7(Jl lIl z 4. t- GONG. PATIO r I ° EXI5TING 2-GAR m GARAGE m (t1 N 540 S.F. �r V - I LOCATION MAP 50ALE: NTS 15.1' ROE =T 5�0FE : V J EXIST. 15TRY 22.3' FRAME DWELLING O 5.0' I-- n PROP. L.L. Lo, la' (D GONG. - PROPOSED MAIN DI�IELLINO ADDITION FA(5E <E� : PATIO m 3s REAR s>=T�A�� _ - PROPOSED LARD ER FRONT PORGM m m PROF. O-QQ ,QQ PROJECT LOCATION &SCOPE TRELLIS DATA : SITE PLAN & ZONING DATA � (DETACHED � v m � N Lu PROJECT / ZONING DATA 0-OO2 .00 GENERAL NOTES v Q I TAX MAP # EXIST. 2 STRY PROP. 1000-135-3-1 ENERGY TABLE Q f FRAME DWELLING ADDITION r ZONING DISTRICT R-40 NO STRUCTURAL DESIGN CHARTS LOT AREA 0.3 ACRES O-OO�.00 HOLDOWN, ANCHOR BOLT, 22.5' 15.1' GofO - DWELLING AND 26248, 11-74 STRAPPING, & NAILING DETAILS ADDITION FASTENING SCHEDULE 13.2 O PROP. 71'6 CofO -ADDITION/ALTERATION 407'74; 2018 FRONT 55' FRONT SETBACK AND DECK -QQ�-,QQ PORG FEMA FLOOD ZONE X FRAMING GRAPHICS BEAM CONNECTION PATTERNS I I EXISTING EXISTING FIREBLOCKING DETAILS HABITABLE GROSS SPACE AREA Q ,QQ PROPOSED DEMOLITION PLANS FIRST FLOOR AREA 1,178.3 S.F. 1,178.3 S.F. d) I SECOND FLOOR AREA 145 S.F. 145 S.F. m m AREA TOTALS 1,323.0 S.F. 1,323.0 S.F. � PROPOSED FOUNDATION PLAN � FROP05ED PROPOSED HABITABLE GROSS SPACE AREA o L) I I FIRST FLOOR AREA 1,455.5 S.F. 1,455.5 S.F. A- 105.00 PROPOSED FIRST FLOOR PLAN � a st SECOND FLOOR AREA 145 S.F. 145 S.F. AREA TOTALS 0.05 F. 0.0 S.F. IL Q 0 545047'30"E 131.15' ZONING REGULATIONS MAIN BUILDING - O�-.00 PROPOSED SECOND FLOOR PLAN PROJECT: 5OUTHOLD TOWN CODE 280-124 R I GHMOND ROAD E: AST KAREN EXIST. PROPOSED COMPLIES I .QQ PROPOSED EXTERIOR ELEVATIONS ADDITION MIN, FRONT YARD 35.0' 38.8' 38.8' YES MIN. SIDE YARD 10.0' 13.2' 13.2' YES MIN. COMBINED 25.0' 100.7' 12.8' YES A-202 .00 PROPOSED EXTERIOR ELEVATIONS 350 RICHMOND RD SIDE YARDS MIN. REAR YARD 35.0' II.S' 141. (EXISTING) SOUTHOLD 6' NO MAXIMUM HEIGHT 35 11.8' 11.8' YES DRAWING TITLE: PROPOSED �J" 1 TE PLAN BUILDING SECTIONS LOT COVERAGE PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA SCALE: I" = 10'-O" SOUTHOLD TOWN CODE 280-124 ME50RIPTION (FOOTPRINT) AREA % LOT -�-Q ( ,QQ DESIGN DETAILS COVERAGE TOTAL LOT AREA 13,054.7 S.F. PAGE: EXI5TIN5 DWELLING 1,178.4 S.F. 1.090 EXISTING DETACHED GARAGE 531.6 S.F. 4.130 �j- Q 1 ,QQ PROPOSED STRUCTURAL PLANS G-001m00 I PROP05ED ADDITION L 277.2 S.F. 2.1% PROPOSED FRONT PORCH 41.15.F. 0.390 DATE: 10/16/23 1 OF 13 j TOTAL AREA OF ALL STRUCTURES 1718.0 S.F. 13.236 MAXIMUM LOT COVERAGE ALLOWED: 209b 51TE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN IS IMPERVIOUS SURFACES < 5" FROM GRADE E"t.•'+ ' SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION PROPOSED GONG. PATIO 212.3 S.F. 2.230 b f. REPRESENTED ON THI5 51TE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. TOTAL LOT COVERAGE INCLUDING 2010.3 S.F. 15.490 �" { STRUCTURES <8" FROM GRADE 2. SURVEY INFORMATION WAS OBTAINED ' FROM A SURVEY DATED JULY 31, 2014 5OUTHOLD TOWN CODE 250-20"1 (A)(1) '� AND PREPARED BY: LOT 51ZE / AREA IN ALLOWABLE TOTAL ISLAND WIDE LAND SURVEYORS EXCESS OF 10,000 S.F. 10,000.0 S.F. 3p54.7 S.F. GFA GFA 1101 LAFAYETTE DRIVE (b) LOTS CONTAINING UP TO 3,350 S.F. SYOSSET N.Y. 11711 20,000 5.F. MAX. TELEPHONE: (51(o) 4,:167522 ALLOWABLE S.F. / PLUS 12.5% OF EXCESS LOT 2,100.0 S.F. 381.5 S.F. 2,481.8 S.F. j 2,0-75.2 S.F. AREA OYER 10,000 S.F. NOTES $ 5FE G I F I G AT I O N5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE. AND MASONRY r""t B E RE M A T I O N S IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION COCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 6 BETTER(Fb = 8'15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT Q OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE TOGETHER AT ALL TIMES. , IS BE THE FAMILIARIZED V41THS RESPONSIBILITY TO READ ALL NOTES, BD. BOARD IN5UL. INSULATION � sPEGIF1GAr1oNs,AND BE FAMILIARIZED WITH THE PLANS PRIOR To WORK ,� PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 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 BASE FLOOD ELEVATION INT. INTERIOR W 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT ORLli GENERAL 3GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E BLDG. BUILDING KIPS (1000 LBS) J 0 . SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"x6" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARI116 CAPACITY OF (U TON/50. FT.,U.O.N. APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. SPEC.'s MANUFACTURER'5 5PECIFIGATION5 Q N 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINC75 TO REST A MIN.OF 4'-0" BELOW GRADE, UNLE55 LO 2. ALL CONSTRUCTION SHALL BE PERFORMED 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY TECO OR OTHERWISE NOTED B.O. BOTTOM OF MAX. MAXIMUM C CT ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER GLUED LAMINATED TIMBER r" 0 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM MEGH. MEGHANIGAL .. .- CD PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. _ 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND 5TRU07URAL B.O.W. BOTTOM OF WALL MIN. MINIMUM = �.; c FLOORS, ROOFS, AND WALLS. PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. 5I ++ RULES SPECIFIED IN I.I THROUGH I.B. UNTIL I TIER OF FRAMING 15 IN PLACE. L N I 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 In Z -i- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 7. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. e- r- U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES OF THE OWNER:/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE �- �C7 . N 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION A&ENGY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED X C) 5. ANY OM1551ON5 OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. CONT. CONTINUOUS O.G. ON CENTER C 0 SHALL BE CLARIFIED WITH THE ARGHITEC:T/EN6INEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 0 C) m .�.i WITH THE WORK. DBL. DOUBLE OCG. OCCUPANCY 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. _c -N u) g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN510NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 6. NO DEVIATIONS OR CHANGES IT THE STRUCTURAL SYSTEM SHALL BE MADE '�' N P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE I,DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION � � UNLESS APPROVED BY THE ARGHITEGT/EN6INEER. DAYS OF 4,000 P.S.I., U.O.N. Q cj_ :2 O 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. I DIMEN51ON P. GONG. POURED CONCRETE n 1 BEFORE THE START OF FRAMING ON PACE 6-003. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH W ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH �PLYWD. PLYWOOD q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCEWOOD [-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 11. 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 RE515TANT TIES - ELEV. � ELEVATION P.T. PRESSURE TREATED NAILIN6 A5 PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS (1) WALL TIE PER (3) 50. FT. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, DOCUMENT, THE 60VERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. -� EQUIPMENT REC�'D REQUIRED GERTIFIGATES, CERT. OF OCCUPANCY OR: COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, ° - 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING Ri RISER U AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXI I I TERIOR RM. ROOM (� PERM155ION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE FINISH GRADE. 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES +J EXCEED 8'-O" AND AT EVERY 8'-0". 6OVERNIN5 BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLE55 APPROVED 5Y ARCHITEOVENGINEEfR. NO FAR I FLOOR AREA RATIO STL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. • - F.A.V. FRESH AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 0-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BYFIN ----..-� TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF ISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 6OVERNING 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 MP GL. TEMPERED GLASS v CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILIN6 AND STRAPPING ADDRESSED ON PAGES 0-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. 1FLOOR JOISTS THK. THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTIN65 ARE TO BE A AND ORDINANCES. 15. AT "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 T.O.W. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR TOP OF WALL GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK Q ° - I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM 037 SPECIFICATION FOR 6YP5UM LATH, OR A5TM C7q CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORGIN6. FRGE FLOOD RE515TANT CONSTRUCTION ELEVATION Tr TREAD THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. COMPLETION OF PROJECT. Iq. AT ROUGH OPENIN&5 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. -� FRAME TYP. TYPICAL A5 PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d 3'-0" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ARGHITEGT/EN&INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD 51DIN6. AGAINST ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 6LA55 WINDOWS AND DOOR5 FTG. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: 1. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERJWI5E SPECIFIED. THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNE55, DI5EA5E OR DEATH OR TO A55OR55 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER _ CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK H.D. HOLD DOWN w/ WITH ITSELF INCLUDING THE LOSS OR USE RESIJLTING THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 I) CONSTRUCTION AND __ ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE HDR HEADER ][HOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLYETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN IS" OF FINISHED FLOOR SHALL 5E OF INSULATED TEMPERED 6LA55, EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY EVALUATION STRUCTURAL- USE PANELS,APPLICABLE GORE UNLE55 OTHERWISE NOTED. HNOR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER Of? NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. I PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL 4. ALL 6LA55 UNITS SHALL BE: INSTALLED IN STRICT ACCORDANCE WITH HOR. HORIZONTAL B. GEORGIA PACIFIC, 2.OE 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND MANUFACTURJERS 5PECIFICA-ION5. I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING 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 A. WEYERHAEUSER TRJU5 JOIST 2.2E PARALLAM PSL THE PROV15IONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE OF CONCRETE, ETC,. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR C, I C� /� �/� `�C� APPLICABLE GORES AND &OOP PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR I N✓U J.� T O N F N ✓TR T I O N R �.�C U I R I I N I AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. AUTHORIZATION OF THE ARGHITEGT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL - 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 6. ALL GLASS 15 TO BE FREE: OF SCRATCHES AND IMPERFECTIONS. GLASS COMPONENT COMPLIES OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. VALUE G I TATI ON (PER 2020 NYSEGGG) 20. CONTRACTOR TO REMOVE Q 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, WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR g• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFAGTJR.ER, IT 15 THE RESPONSIBILITY OF THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH MAX. U-VALUE = 0.52 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S U-VALUE = 0.25 SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDIN6 USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.50 CFM/5F YES 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, PER R402.4.3 TABLE R402.I.4 - CLIMATE ZONE 4 • 22. PROVIDE FIREBLOGKIN6 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 ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE 60VERNIN& BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS. 23. PLEASE NOTE THAT THESE PLANS AR.E PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION CEILING R-VALUE 'i" SPRAY FOAM INSULATION (R-4q) MIN. R-VALUE = 4q YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE PER TABLE R402.1.2 - CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. TEMPERED 6LA55. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROU6H M 2.2.7. II. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINPBORNE DEBRIS. EXTERIOR (2"x6") WOOD MIN. R-VALUE = 20 (CAVITY) GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION I5 DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE R-21 BATT INSULATION YES ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 4 0-004. THE FASTENING SCHEDULE MISSILE TEST OF ASTM EIggE AND ASTM EI886 AS MODIFIED BY 2020 NYS BG FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 18.2.1 SQUARE AND to CONSTRUCTION;55TD 10-qq AND 2018 5BC: HIGH WIND EDITION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE 5HEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET F- CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR MIN R-VALUE = Iq w I. A CONTINUOUS LOAD PATH BETWEEN 'FOOTIN65, FOUNDATON WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ ANSI/DASMA 115. FLOOR R-VALUE R-30 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES g FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL 5Y5TEM (INSTALL AS PER APPLICABLE DETAILS b MANU. 5PEG.'s). A5ME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH 0 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 0 2. APPROVED CONNECTORS, ANCHORS .AND OTHER FASTENING DEVICES NOT A THIGKNE55 OF NOT LESS THAN " AND A SPAN OF NOT MORE THAN 8' SHALL COMPLIANCE STATEMENT: 2.2.3. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES I� INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SHALL MEET THE REQUIREMENTS OF CONNECTED PI I NATIONAL DESIGN ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION GODS USING CHAPTER 4 [RE). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END 6RJAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS GONSTRJUGTION, TREATED WOOD 3 FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 3. METAL PLATES, GONNEGTOR5, 50REh15, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® R:301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT AREAS SHALL BE 5TAINLES5 STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTIN& ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" &AGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. o SHEATHING AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTIN6, U.O.N). 6RADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 7A5LE R501 .1 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 GOVERNING BUILDING GORE AND ANY CLIMATIC $ OEOORAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: STANDARD SHEARNALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP CAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD GROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF I xb OR 2x4 LUMBER 15 w/6 RISE $ w/ (2) /4'0 BOLTS THROUGH CENTER LINE OF VERTICAL LE055PE01FICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ALLOWABLE KAREN ASPHALT ROOFING SHINGLES LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH RAFTERS. 2.2.6. PNEUMATIC NAILS AND 5TAPLE5: PNEUMATIC NAILS AND STAPLES ADDITION b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTSHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE ER BEARING. I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B SHINGLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/160 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4e0 AND EVERY MANUFACTURER'S GORE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CAT'E60RY 5 16" WITHIN 4' OF EXTERIOR CORNERS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLE55 OTHERWISE 2,2,7, SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF-WEATHER-WATCH ICE WOODSCREWS (INCH SERIES). INTERIOR WALLS d PARTITIONS H/180 WEATHERING SEVERE 350 RICHMOND RD 8. SILL PLATE TO FOUNDATION ANCHORAGE; SILL PLATE SHALL BE ANCHORED AND WATER BARRIER FROM EDGE OF EAVE TO 24 INSIDE EXTERIOR WALL TO THE FOUNDATION WITH ANCHOR BOLTS HAVIN6 A MIN.BOLT DIAMETER LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE INSULATION FLOORS a PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-0" SOUTHOLD PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 3. PROVIDE FLASHIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. BOLTS SHALL HAVE A MINIMUM EMBEI7MENT OF 7' IN CONCRETE/MASONRY CONSTRUCTION. ALL OTHER STRUCTURAL MEMBERS L/240 FOIL TO BE PLACED TOWARD WARM SIDE. TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL. BE LOCATED WITHIN 12„ OR CORNERS DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'SEXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 SPEGIFIGATIONS. 2. PROVIDE 2 R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ICE BARRIER REQUIRED YES WALLS FROM b BELOW GRADE TO 24 BELOW GRADE IF DESIRED BY GENERAL NOTES CODES AND REFERENCE STANDARD: 5. NAILING OF ROOFING SHALL BE TO CODE. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK FOUNDATION WATERPROOFING. I I ENERGY TABLE STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 6. CORROSION RESISTANT II &AGE ROOFING NAILS AND 16 GAGE STAPLES ARE 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: EXTERIOR WALLS - WIND LOAD5 W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK PERMITTED - q" R-30 FOR FLAT CEILINGS STATE ENERGY CONSERVATION CONSTP:UCTION CODE. - 8.25" R-300 FOR VAULTED AND CATHEDRAL OEILIN&5 7. PROVIDE (2) LAYERS OF 15# ASPHALT E3UILDING FELT UNDERLAYMENT FOR - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMIN6, CONNECTIONS OF 2:12 PITCHES TO 4:12 PITCHES - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 5.25" R-21 FOR FLOORS CONSTRUCTION MANUAL BY THE AMERICAN FOREST a PAPER ASSOCIATION 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RE5ISTANCE OF - STRUCTURAL DES I O N LOADS PAGE: (AF4FA) AMERICAN WOOD COUNCIL (AWG). THE SEALANT TO UPLIFT FORGES USING A57M D 6381. ELECTRICAL: 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE GYPSUM WALL BOARD I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 1� G-002mOO PLUMBING GORE. I. 6YP5UM WALL BOARD 5Y5TEMS SHALL BE OF A TAPE JOINT AND JOINT TO 2017 NATIONAL ELECTRIC CODE, NFPA 7 D 0 AND 2020 NEW YORK STATE USE LIVE LOAD DEALOAD 4. ALL MECHANICAL WORK SHALL CONF=ORM TO THE 2020 NEW YORK STATE COMPOUND METHOD. ENERGY CONSERVATION CONSTRUCTION GORE.2 ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLESS EXTERIOR BALCONIES 40 psf I 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE COMPLETION OF WORK, 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC DEEMED APPLICABLE. DECKS 40 psf 15 psf CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: DATE: 10/16/23 2 OF 13 CONSTRUCTION GORE. 5.(WHERE APPLICABLONE HOUR E)ATDHEATT FRODUGNG EQUIPMENT TO EXTENDON CEILINO ND HALLS - OENERALLY,TTHREE FEET SMOKE ETECTOIFY RS N/RPROVIDE BATTERY BACK-UPI IN: PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 429 10sf 15 sf SITE WORK EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL A. EACH SLEEPING ROOM p p -CC3�:!"'.., I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYORCONCRETE PANELS OF 5/8" THICKNESS MINIMUM. , . B. OUTSIDE OF EACH SEPARATE SLEEPING ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 2. VERIFY ALL GIVEN DATA ON DRAWIN05. IF THERE 15 A DISCREPANCY, 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE AREA IN THE IMMEDIATE VICINITY OF =y �* , ► A Y. RECEIVE CLARIFICATION FROM ARCHITEOT/ENGINEER PRIOR TO PROCEEDING. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS THE BEDROOMS (GENERALLY THE HALLWAY) ROOMS OTHER THAN SLEEPING ROOMS 40sf 15 sf TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH, p p C.'":? r: , 3. EXCAVATE AND BACK FILL FOR WORE: INDICATED ON DRAWIN65. G. EVERY LEVEL OF DWELLING `� STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND (BASEMENT, FIRST FLOOR, +€ SECOND FLOOR, ETC) SLEEPING ROOMS 30 psf 15 psf ..:. s`; ' SITE. STOCKPILE ALL EXCAVATED MATERIALS. ALL OPENINGS. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. STAIRS 40 psf 15 psf ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE 6UAR:DRAILS AND HANDRAILS 200 15 sfpsf FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. P 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. �' Nr ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC p 15 psf FOR CATH. 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) f�OL1�01�1N DETAILS T`rF I GAL NA I L I NO/STRAFF I NO REOU REMENTS FOR FASTENING SCHEDULE A Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I FT, SMEAR, $ LATERAL lel I NIS RES I STANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 0 SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PACE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) Ld "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "51MP50N" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE J 0 M *USE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TVP. FOR ALL (SCHEDULE A5 PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q N HOLDOI�IN ' HOEDOWN 'B' DESCRIPTIONFASTENER SPEC. LO FASTENER .� CONNECTION NA I L I NO O R I AND QUANTITY SPACING O FOR NEN 4 FOUNDATIONST ROOF I$ GE I L I NC FRAM I NC = 0 AT RAFTER TO RIDGE ,�v � N �"; .•-" CONNECTION: I.DIM'S ARE ALL MIN.#b BASED ON USE OF ONLY A Ibd L I ENDWALL COMMON NAIL w/o PREBORED HOLES. Z ENDWALL ",.--"" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER .� T— (3) 2x FULL (3) 2x FULL CORNER STUD -~ " Z" 2 2.WOOD IS ASSUMED TO BE DP,K2 t BTR. IN DRY USE 0 (V HEIGHT STUD HEIGHT STUD CONNECTED TO FOR STRAP - 3 8 d"' COMMON R.R. 2„ iv SERVICE x � CORNER SND TRANSFER SHEAR NAILS ® EA. END OF STRAP. GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST > O V ONNEGTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C (0 TRANSFER SHEAR "SIMPSON" HDQS (Y — (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL 0 o m -+� - FOR ROOF SLOPES UNDER 5:12 WITH • ' • ' HOLES,SET NEW MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP HOLDOWN ANCHOR a 2-16d COMMON Lo 2-I6d COMMON ROOF SPANS OF 24' OR GREATER, • • • +�+ ' +�+ LOCATIONS NOTED NAILS ® b O.G. 3 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED O NAILS 0 6" O.G. d ON PLANS 10" O.G. IF BLOCKED USE 4 8 d COMMON NAILS ® EA. • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-I6d COMMON EACH LAP O" O.G. IF BLOCKED CORNER POST . END OF STRAP. ?+ • • 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q r 2 0 CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE SIMPSON HDQS THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) HOLDOWN ANCHOR® SPACING OF 16" O.G.; FOR SPACIN65 n 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END LOCATIONS NOTED G OF 24" O.G., INCREASE NAILING BY A CR 4-1.N 12.4-PLACEMENT OF NAILS t SPIKES t TABLE ON PLANS _--� FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END — d CONNECTION BI 1$ 52 AT RAFTER TO TOP PLATE TO 5TUD �J ° WALL FRAMING HOLDOWN INSTALLATION OPTIONS: CONNECT ON: B2 w. w . FOR NEW P. GONG. FOUND.'s ° ° ° FOR STRAP - 3 8 d" COMMON NAILS ® EA. TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON I PER FOOT M • HOLDOWN CAST IN PLACE H/1/5"O THREADED ROD END OF STRAP. • • W i° WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS EA. SIDE FOR EXIST. P. GONG, OR NEWLY CURBED FOUND.'s • • s� I • • ° '►/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOS �' CEONETRY EXCEEDS THAT PERMITTED IN I CONCRETE w/ "51MPSON" SET (HIGH STRENGTH EPDXY -- B I • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO 5TUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. • ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE "51MP50N" AT -j SIMP50N #H2A (OR EQUAL) RAFTER TIE (HIGH 57RENOTH ACRYLIC ADHESIVE) ~ HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME : FOR TOENAILING - 3 8 d COMMON NAILS �` `-.... FILL TOP 2 COURSES SOLID # CAST IN PLACE HOLDOWN TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD ( , w/7/8"O THREADED ROD CONNECTION "'---.._" "� ; FOR G.J. TO R.R. - q 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, lv C REQUIREMENTS FOR ..,, 2-I6d COMMON 1�2 PER FOOT y_ RAISED G (WHEN FOR EA. PLATE TO STUD ABOVE 4 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJo1sT, or BLOCKING (PAGE-NAIL) 7--� APPLILI (CABLE) v , HOL,DOWN 'G' HOEDOWN �D� �_ _td COMMON NAILS FOR G.J. TO G.J. - _cl 16 d COMMON NAILS FLOOR FRAMING ° (n V J EOR NEW a EXIST. FOR NEWLY POURED GONNEGTION GI s G2 n FOUNDATIONS — • JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-Sd COMMON PER JOIST n FOUNDATION ® ONE STORY ONLY� • • (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END HEIGHT STUD CORNER STUD ,CONNECTED, TO BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END TRANSFER SHEAR ° AT STUD TO FLOOR ASSEMBLY 1151MP50N" HDQS (3) 2x FULL "� "" : ° BLOCKING TO 51LL or HOLDOWN ANCHOR ® NAIL COMMON - ""�� G2 -'--"--'— TO STUD CONNECTION: TOP PLATE (TOE-NAIL) HE16FiT 5TUD ,"....--~' • 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6 O.G. 3 ° ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 3 8 d# COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST NAILS ® EA. END OF STRAP ° I° FOR EA. PLATE TO STUD ABOVE B OR JOIST ON LEDGER To BEAM (TOE-NAIL) 3-5d COMMON PER JOIST I',i I 2-I6d G N ° I i BELOW - 2 I6 d COMMON NAILS BAND J015T TO JOIST (END-NAIL) 3-I66 COMMON PER JOIST NAILS ® i O.C. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2 16 COMMON 1 PER FOOT ROOF SHEATH I NC a a STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a "SIMPSON" 5THD14RJ CONNECTION DI D2 SOLID PERIMETER EDGE ZONE a 8d COMMON 6" EDGE / 6" FIELD BLOCKING HOEDOWN INSTALLATION OPTIONS: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG, FOUND.'s W ,..--1111" HOEDOWN CAST IN PLACE w/7/8"� THREADED ROD _..••••'"'°" � � • FL STUD TO FLOOR ASSEMBLY TO 51 LL GE I L I NC SHEATH I NC FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • 7/8"m THREADED ROD (PR=-DRILLED) EMBEDDED 12" INTO j PLATE(5) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY F�ROMINGYPSUM WALLBOARD 5d COOLERS '7" EDGE 10" FIELD I ' ADHESIVE), # FOR TEMP.'S O°F CORNER-40°F USE "51MP50N" AT / (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR 4f ° FOR STRAP - 3 8 d• COMMON NAILS ® EA. SPECIFIED END OF STRAP (WRAP STRAP UNDER SILL PL.) I WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK TYP. FOUND. NOTE • FILL TOP 2 COURSES 50LI07 d CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - H/7/VV THREADED ROD 2 16 d COMMON NAILS i STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD To GYPSUM WALLBOARD5d COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR " - -- --- � bd NASTRAP wl(5) ILS m EA. ND NA I L I NO/STRAFF I NO @ WIN OW/BOOR HF_AI�ER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ``" •. OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATHING (5U5FLOOR) ALTERNATE USE SIMPSON H2.5A) U NOTATION: A -NUMBER OF 8d NAILS ® EA. END OF 5T'RAPPING (2018 WFGM, TABLE 3.7,P. Ibq);WHEN 5TRAPPIN6 CONNECTION E STRUCTURAL or PANELS: 1111' REQUIRES OVER 14 NAILS,USE SIMI-50N C516 STRAPPING (OR EQUAL). I" or LESS: ad COMMON 6" EDGE / 12" FIELD it it B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.235,P. 2111) �� � ��""" • GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. 51DE OF HEADER(2018 WFGM,TABLE 3.230,P. 2112; 11'11' • ALTERNATE AS PER TABLE 3.23D,P. 2113) " 11 • 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDCCE. A D ED THROU6H ADJACENT KING STUD TO END OF HEADER 0 EA. SIDE W D - NUMBER OF Ibd NAILS,END-NAIL AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q (2018 WFGM, TABLE 3.7,P. 1511) ° FOR EXAMPLE IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER PLATE(5) CONNECTION E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2018 WFGM,TABLE 3.22F,P. 288) o a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (� E (3-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER(2018 WFGM, TABLE 3.22F, P. 288) a° a ° °Q SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE a °e a a ° n a ° o 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8, P. Iql) "`�-. ° d FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IGD NAIL PER FOOT. ~--. ° ° END OF STRAP (WRAP STRAP UNDER SILL PL) ° - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH KAREN _ FA5TENING SCHEDULE B 1111" 1111 ,� ° a e SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE a° I- ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS �'`""�.,. a ° 9 FOR EA. PLATE TO STUD ABOVE B OR BELOW - USED. ADDITION (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EM1710 U 1111"- . ° •-• 2 I6d COMMON NAILS A NOTATION S I CNACE FOR TRUSS TYFE, PRE—ENC I NEERED E E ROUGH �` B G D (2-PLY (a-PLY F WOOD AND/OR TIMBER GON57RUG7I0N OPENING HD's "D'� THE FOLLOWING 516NA5E SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 350 RICHMOND RD 2'-O" 3 I I I 2 I I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 6 1 2 2 5 2 2S 'L I G I NO O TOi� i�LAT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE BRAGINC/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: PROVIDE (2) 2"x10" HDR (MIN) U.O.N. b'-O" � I 3 3 5 3 3 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE 8'-0" 12 2 5 4 6 4 4 }— SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENT5 BAYS BACK 0 BLOGKIN6 0 12"O.c. CONSTRUCTION TYPE DE51ONATION SHALL LENGTH FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES 1540 - 4'-0" O.G. To AGHEIVE RAKE O.H. BE "I" "II" "111", "Iv", OR "V11 TO INDICATE STRAPPING, & NAILING DETAILS 10'-0" 14 2 4 4 -I 5 4 ALL OTHER CASE5 ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 16 2 5 5 6 5 BUILDING MINIMUM SPLICE''` BUILDING MINIMUM SPLICE'A54 THE NY5 BC. DIMENSION (FT.) LENGTH (FT) DIMENSION (FT) LENGTH (FT.) TYP.STRAP w/(3) PAGE: 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-O" 21-072'-6" 12'-0" 3'-0" OF EA. STRAP 00, 6" DIAMETER COMPONENTS THAT ARE OF TRU55 TYPE, _ G-003mOO �c I6'-o" 3'-O"/3'-q" 16'-0" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER ANCHOR BOLT SFEC/ 1 F I GAT I ONS CONSTRUCTION AS FOLLOWS: "F" = FLOOR FRAMING, INCLUDING 20'-0" 4'-O"/5'-o" 20'-0° 5'-0" GIRDERS BEAMS BLOCKING 2 BAYS 6'-12 SPECIFICATION (2018 WFGM TABLES 3.2A 6 3.28, P. 15'7-160) 24'-0" 4'-O"/5'-0" 24'-0" 6'-0" BACK ® 4'-o" o.G. - "R" = ROOF FRAMING CONDITION sa FOR ALL STRUCTURES: CORNER - "FR" = FLOOR I$ ROOF FRAMING DATE: 10/16/23 3 OF 13 5/6"(P ANCHOR BOLTS ® 3a" O.G. 28'-O" 51-011/6'-3" 28'-0" 7'-0" • 32'-0" 61-O"/1'-6" 32'-0" 8'-0" SECOND FLOOR N 561-011 i u 7i-O"/8i-q" 561-011q-o a NOTES: I.TABULATED SPLICE LEN&TH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40'-0" 8'-011/10'-O" 40'-0" II'-O" I. MIN. -1" EMBEDMENT INTO CONCRETE P.' - • - �,r r"� "S PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS �'. t"�' �,=` , .• .�. s'. � END w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4 O" O.C./1-11" .G. n 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDIN6 LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-0" R " CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TMP• STRAP w/(3) STROKE k �° TOP TWO COURSES 50LIM 6d NAILS EA. END n 5.TABULATED SPLICE LENGTHS ARE BASED ON 6 FOOT WALL 60 O 12_011/151-O 601-01, 161-0 OF EA.STRAP' t 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT n s, y 4�- LATERAL LOADS SHALL BE MULTIPLIED BY H/6; ? - OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 FOR ALTERNATIVE WALL HEIGHT'S MULTIPLY THE ABOVE '70'-0" 14'-0" '70'-0" Iq'_0" FIRST FLOOR PLAN DIAGRAM OF ZONES f f NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR � (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT) +� ^' 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 � 12 •" '�; 80'_0" 16'_0" 80'_0" 22'_0" ���;;' • .,.°..,moi'.,,`= FROM ENDS AND CORNERS (TWO ® CORNERS) q'HALL- 1.12s REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) lo'WALL- 1.25 BLOCKING 2 BAYS II'WALL- 1.875 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-o"WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAM I NO O RAPH I GS CONTINUOUS BUILT-Uig GIRID RSQ (THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A - , 3 OR MORE SUPPORTS F I RE5L_OGK I NC FOR FL-ATFORM NOOD FRAM 1 NC WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) 0 AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN I/b W CONNECTION 41/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Lij PATTERN DESCRIPTION TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER J 0 BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)Rows IOd NAILS• 12"O.G. MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. N 11 THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q '~ Ln STUD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN6. 0 STUDS B (3)ROWS IOd NAILS m 12"O.G. 1_ O SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE � /SUBFLOOR C (2)ROWS 1/2" m BOLTS• 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE - SOLE PLATE DBL.• ENDS TWO-PIECE PLATE SERVE AS FIRE5TOPPIN6. O D (2)ROWS I/2" BOLTS m Ib"OG. BUILT UP GIRDER P MAX.32" NAILING: ._ O 4. FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE ++ SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPIN6. L N E (2)ROWS 1/2" Q BOLTS O 24'O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF 0 C Lo Z 't BETNIEEN I/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE •- �- 5 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOGKIN6 ILL_ .. (2)ROws 5-5/6"TRUSSLOGK SCREWS• 12"O.G. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. 0 x N F SCREWED ON(1)SIDE OF MEMBER LINE; OR 61RDER5 ARE TO BE NAILED FROM EACH >1 0 L) e (2)ROMs s-s/6"TRUSSLOCK SCREWS < P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6 FOR PLATFORM FRAME CONSTRUCTION: THE SOLE C 0 CO JI JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 SCREWED ON(1)SIDE OF MEMBER 11 AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 O m -!" • (2)Rows 3-5/6"TT2U55LOGK SCREWS• 24"o.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE A5 FIRESTOPPIN6. O • ++ Ln JOIST H SCREWED ON(1)SIDE OF MEMBER MAXIMUM OFFSETHREE-PIECE 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND C O 0 (2)ROWS 5"TRUssLOGK SCREWS• I2"O.C.o2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O J BUILT UP GIRDER MAX,s2° THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d j� JOIST DEPTH, d h 'SCREWED ON BOTH SIDE OF MEMBER p. i „ a--' MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. (�'/l (2)ROM,5"TRUSSLOGK SCREWS• Ib"O.G. � �' UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE I 3 PARTITIONS ® 32 (2)ROWS 5"TRU55LOGK SCREWS• 24"O.G. BETWEEN I/6 O.G. BLOCKING STUD OTHERS STAGGED w/REA DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO NOTE,1. TO SERVE AS FIRE5TOPPIN6. 0ANT1 LEVERED FLOOR I.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED OABLE ENDHALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR t CONNECTION PATTERN'B'WHEN 10"OR LARGER FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH • STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL ( 1 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO % 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH `J SUBFLOOR SOLE PLATE 2"x4" CONTINUOUS &ABLE ENDFIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE• 6' O.G. M TRU55 MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE GEILIN6 (\Il/] W BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) lOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL G J� J� G PLATFORM FRAME CONSTRUCTION SHRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON _ N L_ I NC FATTERNS FOR 511::)E L_OADFD BEAMS 0e . FLUSH I 5EAMS) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE l0) 8d -LOCATIONS REQUIRUNG FIRESTOPPIN6- A5 FIRE5TOPPIN6. NAILS FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPING STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS J0I5T V * 5d COOLER NAILS o 10" O.G. NAILED' BOLTED' I'! 7 \BLOCKING 2"x4"BLOCK NAILED TO EA.BRACE FIRESTOPPI�hIGRTIN • - Z ROWS Ibd 5 ROWS Ibd 2 ROI L�14' O ROWS ' 2 ROWS X�' W/(4) lod NAILS COMMON COMMON SOLTs•�4" BOLTS BOLTS O 12'O.G.• O 12'O.G.* Off•ST O 12"O.G. 1 06-0.0. b"O.G. GOVERI1,16 IS APPLIED STUD &YP5UM BOARD 20 ga.STRAP TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS l l DOUBLE PLATE ° ° ° ° ° ° ° ° TO UNDERSIDE OF (n (15) ad NAIL BEAM SELECTION w/ 5TD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 v / 1- * 5d COOLER NAILS 10"O.G. 0 NOTE, ENDNALL STUD AS NOTED IN NOTES 7 $ 8 ° ° ° ° ° ° ° ° 9 NONCOMBUSTIBLE ALTERNATE JOIST SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° ° ° FIRCSTOPPIN6 LOCATION VER 5TUD5,UNLESS TOP PLATE 15 4"® EDGE/12"O FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES SOLE WOOD FIRESTOPPIN6 of 61RDER DE516NED TO CARRY THE LOAD SCREWS#6 - V4" TYPE WOR 5 FIRESTOPPIN6 LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A9 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b'O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULLII INTERIOR STUD 12ETA I LTHICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NIT. O O O O O @ O O O�ERLA I D ROOF 5.STA66ER EACH ROW OF FASTENERS BY I2". O O C O O C O O O D III 2'SPACE NOT ATTACHMENT © VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. II TO BE FILLS \ \ NONCOMBUSTIBLE FIRESTOPPING r 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING APPROX.I INCH THICK \ \ { BOTH SIDE OF THE 1, M 6.VALUES FOR NAILING CONNECTIONS MAY BC DOUBLED FOR b'O.G.OR TRIPLED FOR 4'O.G.NAIL SPADING. L OGATION 7 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMI5, r STRAPPING w/ T.2 ROWS OF Ibd COMMON NAILS(12'O.0 FOR DEPTHS 12' FIREsroPPIN6 OR LESS \ \ 4 ad NAILS LOCATION 8 LOCATION q \ VJ • EA.END 0 R.R. 6.5 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS OP I4",16"4 Ib'. LOCATION 10 2" FULL WIDTH x BLOCKING O H 0 CONSTRUCTION DATA I L_S N IND LOAD fi=ATH GONNEC,7I ON DETA I L_S TOP PLATE DRILL 2110 INTO ROOF INTERSECTION DET?tIL DECK FOR STRAPPING IN5TL. NOT TO SCALE EXI5T'OR NEW NEN R.R. SETH/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd ,CONTINUOUS LOWER TOE NAILS NOTED CONT.BLOGKIN6 TOP ATE SPIKED TO R.R.'s • ALIGN NEW d EX. R.R. AS 5HONN KINO STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JO I S -0 WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANGER HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF GLl 40HED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER -�� o JACK STUDS HOOD Ol RDER WOOD JO 1ST -0 MAIN MEMBER Q H *o• 30• � Q - " JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH N17H OI RDER/HEADER TYP I GAL HEADER CONNECTION � I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBER DIAM.X S APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. )s THE LENGTH OF THE NAIL FROM THE MEMBER END, KAREN I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAI6HT THROUGH AND BENT OVER A MIN. OF (5) NAIL II AT A ZtO• ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, THIS APPLICATION, TIMES THE DIAM. OF THE NAILSHALL BE AT LEAST RAFTE5. R BET0 AVOID INSTALLED N EA.NSIDE OF RAFTER OR GEILIN6 JOIST NALL STUD C7, NO MORE THAN 2 TOE NAILS SHALL NALL NALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS IN EA. SIDE WHEN FASTENED TO A 2"xW TOP PLATE. BOTTOM PLATE BOTTOM PLAT 350 RICHMOND RD BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIS -E) TOP PLATE SOUTHOLD GHIM. CHASE SECURING ® STD. SIDE WALL DRAWING TITLE: NALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (Sx M® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING HALLS ALTERNATIVE RAFTER TO NALL STUD CONNECTION H/ STUDS TO ATTIC FLOOR E ELK'& TO R/L SIDES w/5TRAPPIN6 TO R/L SIDES) O PAGE: Nil ND RES STANT CONSTRUCT ON CONNF_CTORS TOP PLATE ® O�m N GHIM. CHASE WALL G-004mOO CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS C520 C 21 APPLY TO EACH PAIR OF RAFTERS a z RAFTER-TO-NALL H7 APPLY TO EACH RAFTER DATE: 10/16/23 4 OF 13 Lu ROOF p o RAFTER-TO-PLATE H8 or H2.E APPLY TO EACH RAFTER REOV BLOCKING O to PLATE-TO-NALL STUD 0520 © 18" APPLY TO EACH WALL STUD TO ALION P41 STRAPPINO OL LEVEL ABOVE W 11 ,,,,t..,.. 4�• �,, THE FIRST FL. ®z Q X 2ND. FLOOR NALL-TO-IST. FLOOR NALL LFTA or 0520 © 56 APPLY TO EACH NALL STUD FLOOR/CL6. ® O HEADER-TO-JACK STUD 0520 © 12" APPLY TO EACH JACK STUD `' 1, CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD a SHEAR NALL HOLDDONN ANCHOR 55TB16 APPLY TO EACH SIDENALL END WRAP UNDER DOUBLE SILL PLATE SIDE VIEW i=LAN HIEN L IST. FLOOR-UNDER-SILL PLATE GS20 (USE WITH 5" SQUARE HASHERS) 9 USE THE FOLLOWINO OR APPROVED 51MP5ON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OE `FERAL 5 I �50L < I : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT HOOP WOOD FRAME (L.G. STL. /j J Q WHEN APPLICABLE) /I EXISTING TO REMAIN NEW WOOD FRAME (L.O. NEW FOUNDATION WALL STL. WHEN APPLICABLE) Q ♦' Lo V •� NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL O WOOD FRAME (L.G. STL. POST FOR 4" WALL5 a-- CO WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL r POST FOR 6" WALLS), U.O.N. ++ N �- O NEW 2-HR FIRE RATED WOOD FRAME (L.6. STL. .0 T Z d' WHEN APPLICABLE) D N >1 o I O C) O , stn NO Q m O REMOVE FOR STAIR OPENING I I r T o — I I � I I _ � m —,� EX 1ST. LLr BATHROOM 50 S.F. U � XI5T BEDROOM BEDROOM iv 0 ml EXIST. N O 08 S.F. 100 S.F. Q BASEMENT LZZ -- X ® N t 552 5.F.Lu x Lu ® V J OLul " Mill U Q EX15T, EXI5T, LIVING BEDROOM ROOM 106 S.F. 150 S.F. FROFOSE7) 5A5EMENT 1�)EMOL I TI ON PLAN 50ALE: 1/4" = P-O" I EXI5T, EXI5T, OFFICE BATHROOM 80 5.F. 82.S.F. 0 --------------------------------- 0 0 FN— o � -- I I I I I l m REMOVE PARTIAL RAILS Lu Q I I I 0 PROJECT: ® 11 I I 1 RELOCATE STAIRS I 1 \ -4 1 / I REMOVE PARTIAL 11 11 I I I KAREN WALL II a ADDITION o EXIST. I 11 KITCHEN EXI5T. DEN a" - EXIST. DECK I I 1110 S.F. 162.S.F. 776.5.F. \ / 350 RICHMOND RD EXIST, LOFT 124.S.F. FF0FE;NTCO BELOW "' SOUTHOLD - ri—,\ REMOVE m / \ REMOVE WALL m I SLIDER EXISTING II / \ DRAWING TITLE: PECK PROPOSED DEMOLITION PLANS 1 / \ J / \ REMOVE WALL __ I II I—4y: II -L IBJ-- ------------------------------ 5 2 II II� 1 T 14-5 4y �k-2 -----------------------J / \ I 11 I I II 1PAGE: I I '------------------ RELOCATE REMOVE A-101m00 L-----------------J FRONT PORCH LADDER DATE: 10/16/23 5 OF 13 fi ROFOSEI�) I7EMOL I TI ON PLAN 5GALE: 1/411 = II-OII PROPOSED 5EOOND FLOOR I7EMOL. I TI CN PLAN a� s;:` 5GALE: 1/4" = 1'-0" (5ENERAL`FERAL 5) �50L I\ I d Q NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED „�-- WOOD FRAME (L.6. STL. LLLj EXISTING TO REMAIN THEN APPLICABLE) f---{ NEW WOOD FRAME (L.6. NEW FOUNDATION WALLN I--� w 5TL. WHEN APPLICABLE) Q ++ Lo NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Z O WOOD FRAME (L.6. STL. POST FOR 4 WALLS O w T- WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALLS), U.O.N. i NEW 2-HR FIRE RATED Lo WOOD FRAME (L.6. STL. O •C Z T- WHEN APPLICABLE) X U N O O O M Oul FOUNDATION PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: -�+ c I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT Q :2 0 TYPICAL P. GONG. FOOTING Q WAIL CONSTRUCTION: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. 4 SILL SEAL • ANCHOR BOLTS AS PER PAGE 6-003 2. IF WATER ENCOUNTERED DURING POURING OF CONC., EXCAVATION • P. GONG. FOUND. WALL AS PER DETAIL UPON SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR • P. GONG. FOOTING AS PER DETAIL ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER • ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR ENCOUNTERED. • B.O. FOOTING V-O" BELOW GRADE MIN. • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. r - - - - - - _ - - - - - - - - - - - - - - - APPLICABLE) 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / _ _ _ _ 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. _ _ _ _ _ _ _ _ STOOPS (HHEN• APPLICABLE) MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SETI FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED W n , w NEED O BE EPDXY GOAI�5�6RADE 60. Wt^iM FOR SLABS DO NOT '\✓J HOLDOWN (FOUNDATION TO 15T FLOOR): r O2 D. HOLDOWN 'D' AS PER PAGE 6-003 b SHALL BE 5 A6�REH LL BE A MIN. OF 40 DIAMETERS. ALL LAPS OA x8" DEEP I GONG. CONTINUOUS FOOTING 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL t HARDWARE IN 3 AS PER DETAIL 3/A-401 (TYPO PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, COVERAGES,AND PLUMBNESS. OFOUND $ POSTS FOR WD. DECK: 6. GEMENT SHALL CONFORM TO ASTM 0-33 FOR STANDARD 1^EI6HT WD. P.T. P05T $ P. GONG. PIER UPON FOOTING AS PER CONCRETE. DECK DETAIL (TYP) FOR WOOD STAIRS ® GRADE: CONCETE - GOLD WEATHER POURING d CONCRETE MIXTURE • (-� O5 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON b" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF (� MAX. 16" O.G., U.O.N. (MIN. 3 STRIN6ER5) HAS CONCETE SUSTAINED TEMPERATURES AS UNDER HOUR 0 F IF THAT MORE. TYPICAL LEDGER BOARD ® EXT. DECK: 10 O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF J015T5 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 2. 5ECURED w/(2) 5/6" 0 x 5" LONG H.D. GAL. LAO BOLTS 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL ® I6 O.G. � L 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR CONFORM TO AGI Sob. ` - EX15TINO - - - - - I EQUAL) UNEXCAVATED �' 4. PROVIDE FLA5HIN6 TUCKED UNDERNEATH SIDING 4 4 SURFACES. FROZEN 6RODUND MAY BE REMOVED OR HEATED TOIN NO CASE SHALL CONCRETE BE PLACED ON FROZEN S7ROUND / I SLAB \� BENT OVER TOP EDGE OF LEDGER !BD. 5. SEE NOTED DETAIL TEMPERATURES WITHIN 10° F OF CONCRETE. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. l0y2' TYPICAL CLOSED FOUNDATION REMOVE AS REQ'D. O 0 PORCHES / PATIOS: 1. BEE NOTED DETAILS 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE r 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:46 AWAY PERMITTED WHEN NECESSARY. FROM BUILDING 3. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER 7. FORMWORK SHALL BE AT F MIN. TEMPERATURE OF 33° F OR HIGHER FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, AND SHALL BE WF WITHIN 10° OF CONCRETE TEMPERATURE. L BED ALL FLASHING IN ASPHALTIC N!ASTIC b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 4. PORCH /BE DOWELEDIOFOURS /#5 ® 5" O.G VERTICAL EA. OTHERI I D 4 TO MAIN FOUND. Q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE - JO A-501 i PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 OPROVIDE 4" SHELF FOR SLAB BEeRINb (ASTM 04q4/04,14M, TYPES G AND E). D dJ 6 I r 7A 10 CONSULT ARCHITECT PqHEN STEEL MBED17MENT CRO55 SECTIONAL AREAS EXCEED ONE SQUARE INCH. O6 COLUMN FOOTING COLUMN UPON 12"� P. GONG. SONOTUBE A5 PER 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED DETAIL I/A-301. REACHED A GOMPRE PEATED SCONCRETE HAS IVE STREN TH OF 800 QS SMOKE DETECTOR / GO DETECTOR NOTES: 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. O I. CONTRACTOR SHALL PROVIDE GODL= COMPLIANT FOUNRWAVL.LSEMBED PINS W- W xSMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. Ib" INTO EXISTING AND 4 2"x10" P.T. D D BM. cs 4 NEW WALL ® 12" O.G.; A-401 PR P. 2"X8" D.J. - A-401 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES PROV. 3 PINS AT FTG. I „ 4 I? ® 16110.0. SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 36-5m 4 ARE NOT INTERCONNECTED, AS PER NY5 R314.4. II'-O" " 11'-4 (V 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED,AND - - - - - - - - - - - - - - - - - - - - - - - - PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS b OPENINGS TO BATHROOMS w/ SHOWER OR TUB. I I ® M X.."75"NEW UP _i I (N5. INSTALL ALL AS PER MANU. 5PEG.'s MODIFIED (I U T ® I N. 10 N Q v 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR m GRAWL5PAGE IN COMPLIANCE WITH LOCAL GORE 64.4 S.F. • ' A-4ol 6 NEW REINFORCED P. GONG. SLAB '_ 3 llb75" LVL FLUSH HEADER 10 I. NEW 4" THK. P. GONG. SLAB w/b"xEi"-10/10 W.W.M. UPON - PROV. HANGERS AT EA. F.J. 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE I-1 I 3 4 SM/GO II .•. I-I Q II BEAM POCKET (TYP) A-301 A-301 ,; PROP. PROJECT: BASEMENT U FIN15 ED 8 Q U N D �_ r 0V n EXIST. x UNHEATED , KAREN n p -� BASEMENT iu 466.Q S.F. N � p t 230.8 5.17. kk =� b'-II" GL6. H6T. ADDITION X ®lu X p I in 3 W I OV. #5 PINNINe AT FOUNNRWALL EMBED PINS I 6" INTO EXISTING AND m$ I 350 RICHMOND RD NEW HALL ® 12 0.a.; _� I 3 2 SOUTHOLD - PROV. 3 PINS AT FTG. N - - - - - - - _ - - - _ - - - - - - - - - - - DRAWING TITLE: PROPOSED FOUNDATION PLAN o � ' o -r 7A u ° PAGE: r$ Am:102000 DATE: 10/16/23 6 OF 13 FROi�OSEI7 FOUN,I7A,T10N PLAN - HA517ASLE SPACE; 414.1 S.E. OROSS AREA 50ALE: 1/4" = i'-O" OE `FERAL I �50L < I : < Q 0 _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Lij WOOD FRAME (L.6. STL. 8'-O' 7-I I Ld J 0 EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. (2) 3"xCEDARIN NEW FOUNDATION WALL GIRDER R DRP. Q �„i Lo 5TL. WHEN APPLICABLE) Qi C 0) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL JOISTCb"O.G. 0 WOOD FRAME (LG. 5TL. © P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL II 2"x2" CEDAR POST FOR 6 WALLS), U.O.N. JOIST 5"0.0. L Ln Z .4 NEW 2-HR FIRE RATED Q C _ WOOD FRAME (L.G. 5TL. :q 0- (14 WHEN APPLICABLE) �_ 2_ PROPOSED x U I A-301 I A-5011 GARTIAODE O O m FLOOR PLAN NOTES 255 S.F. C Q O v Ln 4"x4" CEDAR _ Q :20 DOOR NOTE: O I. INSTALL NEW INTERIOR DOORS kgHEN GALLED OUT POST (TYP) m nWl ON PLANS BY 'JELD-WEN' (OR EQUAL). r 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT NEH ON PLANS BY 'THERMATRU' (OR EQUAL). 5.NOTE DOES NOT INDICATE EACH NEW DOOR TRELLIS PROPOSED;SEE DE5I6NATIONS 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR :7_7:7 WALL5,U.O.N. 1 5. INSTALL AS PER MANU 5PEG.'s - 6.PROVIDE (2) 2"x10" HDR., U.O.N. 1. SEE PAGE 6-005 FOR ALL OTHER FRAMING U � ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. OSTAIR 4 RAILING NOTE: I. ALL NEW 5TAIR5 SHALL HAVE MAX. 8-1/4" RI 4 MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 6REATE5T R15ER HEIGHT IN A FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 611 • 4. 5TAIR5 SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 51.511 MIN. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2.7"MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN EXIST. BATHROOM ONE SIDE OF EACH FLIGHT OF STAIRS GONTAININ6 FOUR OR MORE RISERS, AND WHERE 5HOWN ON PLANS. 5o S.F. I I ` +�F OPOCJ. ED 7REI I+_IS PLAN 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED WALKING SURFACES LOCATED MORE THAN 50 ABOVE < FINISHED FLOOR OR GRADE, 4 WHERE 5HOWNON PLANS. A-�O 00 ° - 7. 42" HIGHR GUARDRAIL 4 SPINDLE 5PACIN6 NOT TO SCALE: I/4" = I'-O" ALLOW PASSAGE OF A 4" 4) SPHERE;56" HIGH EXIST. HANDRAIL 4 5PINDLE SPACING NOT TO ALLOW BEDROOM PASSAGE OF A 4" 0 SPHERE. 105 5.F. EXIST. b. GRIPPABLE RAIL AS PER CODE. BEDROOM Q. RAILING TO BE WOOD. loo S.F. WINDOW NOTE: O . O 1. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN CASEMENT, DOUBLE-HUNG, OR GLIDING (A5 NOTED). INSTALL AS PER MANU. 51MG.S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DESIGNATIONS 4 WINDOW SCHEDULE. 5.FOR SUBSTITUTIONS,SEE NOTE #cI IN "(SLABS WINDOWS AND DOORS" ON PAGE 6-002. b'-O" 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO I3E TILT WASH 6.IN GENERAL,TEMP. GL. SHALL BE: PROVIDED: INE OF TRELLIS 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF EXIST. ABOVE. SEE PLAN SWIN61N5,5LIDIN6, 4 BIFOLD DOORS CATHEDRAL "TRELLIS FOR GEILIN6 11ETRELLIS DRAWING 6.2. WITHIN 15" OF F.F. 6.5. WITHIN 24" OF A DOOR III WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING Ru 6.5. WITHIN TUB/SHOWER ENCLOSURES PROPOSED DO NOT w 6.6. SEE AL50 GENERAL N07E:5 ON PAGE 6-002 EXIST. DEN ATTACH PROP. q 1a 7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND BEDROOM 130 s.F. TRELLIS TO z 108 S.F. HOUSE WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM I a Q Q (2) 2"x10" HEADER U.O.N. w b.WINDOW FALL PROTECTION SHALL BE PROVIDED PER U NYS R512.2 FOR OPERABLE WINDOWS WITH BILL HEIGHTS _ U _ 'n I PROPOSED I A-301 LF-55 THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" PATIO ABOVE GRADE OR THE ADJACENT SURFACE AT THE A-301 x BUILDING EXTERIOR. GRADE i11 ry 255 5.F. EGRESS NOTE: ry IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF m EGRESS SHALL BE FOLLOWED: 111 EXIST. Ta ( ,,, Q Ic-jNET CLEAR OPENING........... 5.7 S.F. CATHEDRALA Qp NET CLEAR HEIGHT............... 24" MINIMUM GEILIN6 y I I II NET CLEAR WIDTH................. 20" MINIMUM p y Q NEW FLOOR: EXIST. Q II'-8" 5y2" O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); BATHROOM m I S ®^® � 2 H SCREW PERIMETER OF SHEATHIN(S 6" O.G. 4 12" O.G. 0 bo S.F. 3'_5" v �? I N to Z INTERIOR. Ul x = w NEW FINISHED FLOOR TO MATCH EXISTING CS) ° -5'oil- 2. X in •' - SMOKE DETECTOR / CO DETECTOR NOTES: • `• 2 ry O 5 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT � +1�m+1 � U SMOKE /CARBON MONOXIDE COMBINATION DETECTOR . O G I m HARD WIRED TO EACH OTHER w/'BATTERY BACKUP. 0 x z 2.INTERCONNECTION BETWEEN NEW 4 EXISTIN6 DEVICES z!]- .. 21_OII��51_11I 5:_8�/ : 103 IOQxba SLDR SHALL NOT BE REQUIRED WHERE EXISTING ALARMS Q s:' ARE NOT INTERCONNECTED, AS PER NYS R514.4. L FfD 5.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND REF � � 10 j � (5) 11.875" LVL HDR Q PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. _X NEW (2) RI ® MAX. 7.75 I ) R ® SII NEW UP in Sy211 cV o 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. ry I DN (I) T ® r11N. 10" x- (13 Tr ® +1101a HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS A-401 to I Q 4 OPENINGS TO BATHROOMS w/ 5HOWER OR TUB. _ A-4ol 3 $ PROJECT: 5. INSTALL ALL AS PER MANU. SPEG.'s (2) 11.5" LVL O 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I FL. HDR 2 IN COMPLIANCE WITH LOCAL GODS I-I k-5'-4" II'-II" A-501 5 I 2 TRP. POST B ry A-301 KAREN I I in SM/GO � x PROPOSED ADDITION DOOR SCHEDULE POST TO w z RIDE WRAP GREAT ROOM 5 _ O IN W/ Ix CLEAR 420 S.F. _ -- EXIST. w ( 0 Q © OAK m DOOR MATERIAL 0 KITCHEN 6 ° PROF L B r 350 RICHMOND RD GA L- - -- -- 1*70 S.F. - PROP. a Lu TAG PE50RIPTION MANUFACTURER Ca FIRE NOTES G GEILD6 Q GEILIN6 o I � RATING � � x � � SOUTHOLD WIDTH HEIGHT 45 MIN. RATED I r I 4 3 Q j SELF-GL051N6 IY m Q DRAWING TITLE: 0 FIRST FLOOR PROPOSED FIRST FLOOR PLAN 101 SINGLE THERMATRU 3'-0" b'-b" EXIST. I I ry L� _ j GO GEILIN6 CONVENTIONAL TRP. A 5 A 5 t 102 SINGLE JELD-WEN :21-011 6 8 • 101 POST (2) 2 8" H 5-�2� (2) "N8 HDR 211 11 103 I-P i SLIDER �, ANDERSEN 10'-O" b'-b" • • I HDR 2'-4y2"-,Y 2'-5y2' 3'-1111 8'-jY2" -5'-4" PAGE: 15'-4" ALL NEW WINDOWS SHALL BE ANDERSEN; 114STALL AS PER MANU. 5PEG.'s. SEE PAGE "6-005" FOR NAILING 4 STRAPPING DETAILS. 37-5 A-:103m00 SEE DOOR SCHEDULE FOR ALL GLAS5 DOORS FROM SAME MANUFACTURER PROPOSED z FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER PROPOSED 2X2 CEDAR 2X2 WOOD LOUVERS 2X2 = LOUVERS WINDOW CHART 4X4 CEDAR P05T; ry - 4X4 CEDAR POST; O PROV. SIMP50N ® ® PROV. SIMPSON - DATE: 10/16/23 7 OF 13 ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT BASE CONNECTOR 38-5' BASE CONNECTOR OPENING PROV. PROV. TAG TYPE MODEL # WIDTH REO'D: 20" TEMP. PER PER WIDTH HEIGHT WIDTH HEIGHT HEIGHT REO'D:24" UNIT UNIT r OPEN REO D: 5.7 S.F. Q A (2) DOUBLE HUNG WDH21042 3'-O 4'-4 2 Z'51 4'-4 -- V811 7/a" -11 -Vail 8.84 4.a5 B (3) DOUBLE HUNG C WDH24410 2'-6 Va" 5-O II II II ' '' `"•I v8 PICTURE CUSTOM i 2'-6 Va° '1/b" 5/a" va" 7.01 4.02 FROFOSF_� FIRST FLOOR PLAT f 1g •s' _ '' L.� 4y D 2) PICTURE '� CUSTOM j 2'-6 VV' 4'- 2'-5 4'-4 _ _ -- va" 5/a" -Vail 455.5 5F. HA531TABLE 5FA(f E; 11455.5 S.F. OROSS AREA SCALE: I/411 II_O11 -E 2 - - TRANSOM WTR3017 V-2 Va" 3'-I I'-a 3.54 ( ) 5/1611 5/a" 5/16 g 1 II I'-q I'-�i I'-9 3.20 - 1.75 F (I) 7 TRANSOM �_WTRI81"I I 10 V8 'Va" ( 5/all -V811 GENERAL 5 I i " 500 <E I : CL Q D EXISTING TO BE DEMOLISHED PARTIAL HEIGHT„� - ;- WOOD FRAME (L.G. 5TL. W Ld J p EXISTING TO REMAIN WHEN APPLICABLE NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) Q N V Lo f) NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL O WOOD FRAME (L.G. STL. ® POST FOR 4" WALL5 CD WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL w � � O P05T FOR 6" WALLS), U.O.N. z NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) v N >1 h o c) I c v co FLOOR PLAN NOTI.S 4-J ON c O v ,° DOOR NOTE: Q � m O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHI°N GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESICNATION5 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS,U.O.N. 5.INSTALL AS PER MANU SPEC.'s ° - 6.PROVIDE (2) 2"x10" HDR.,U.O.N. '1. SEE PACE 6-003 FOR ALL OTHER FRAMING i v ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. m OSTAIR 4 RAILING NOTE: �-LJ I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" Tr - R15ERS SHALL BE CLOSED 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL d _ NOT EXCEED THE SMALLEST BY MORE THAN 1". 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-6" 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTH5: 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAIL5: 36" MIN. 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 31.5" MIN. r 1 4.3. BELOW HANDRAIL,RAILS ON BOTH SIDES: 27" MIN. d v 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED WALKING SURFACES LOCATED MORE THAN 30" ABOVE ° - FINI5HED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. 'i. 42" HIGGUARDRAIL 4 SPINDLE :iPAGIN" NOT TO ALLOW PASSAGE OFA 4" SPHERE;36" HIGH HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE. 6. CRIPPABLE RAIL A5 PER CODE. 9. RAILING TO BE WOOD. WINDOW NOTE: 3 I. ALL NEW WINDOWS 4 DOORS SHALL. BE ANDERSEN I O CASEMENT,DOUBLE-HUNG, OR GLIDING (AS NOTED). INSTALL AS PER MANU. SPEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DESIGNATIONS 4 WINDOW SCHEDULE. 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN 6ENERAL, TEMP. CL. SHALL BE FROVIDED: 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF SWINGING,SLIDING, 4 BIFOLD DOORS A-301 A-301 6.2. WITHIN 15" OF F.F. 6.3. WITHIN 24" OF A DOOR 6.4. WITHIN 5TAIRWAY5 4 WITHIN 36" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES 6.6. SEE AL50 6ENERAL NOTES ON PAGE 6-002 "I. SEE PA6E 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"x10" HEADER U.O.N. 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER D NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIC1-IT5 i W LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN-I2" ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: NET CLEAR OPENINO........... 5.71 S.F. NET CLEAR HEIGHT............... 24" MINIMUM 34 5 NET CLEAR WIDTH................. 20" MINIMUM 3 E E 3 NEW FLOOR: O I. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE 4 SCREW); SCREW PERIMETER OF SHEATHING 6" D.G. 4 12" O.G. ® Z INTERIOR. 2.NEW FI 5HED FLOOR TO MATCH EX15TIN6 4 / / OR GO DETECTOR NOTES: - Ol SMOKE DETECT / m NEW DN �(14) Rt ± " 3 / o O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT m A-401 IT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR / p HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 2.INTERCONNECTION BETWEEN NEW 4 EXI5TIN(5 DEVICES u \�_i SHALL NOT BE REQUIRED WHERE EXISTING ALARMS I-I ,� - - - - - - - ARE NOT INTERCONNECTED, A5 PEF: NYS R314.4. A-301 SM/CO 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND PER GENERAL ELECTRICAL NOTES ON PACE 6-002. \ / 4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 4 OPENINGS TO BATHROOMS W SHOWER OR TUB. \ \ / GPROJECT: 5.INSTALL ALL AS PER MANU. SPEC.'S m 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR EXIST. LOFT IN COMPLIANCE WITH LOCAL CODE ►- � 124.5.P. N :D EojFEN:T:O BELOW KAREN ADDITION DOOR SCHEDULE DOOR MATERIAL 350 RICHMOND RD TAG DE5GRIPTION MANUFACTURER D N RATRING NOTES \ \ \ `� SOUTHOLD WIDTH HEIGHT p , w5 MIN. RATED SELF-CLOSING / \ DRAWING TITLE: FIR57 FLOOR PROPOSED SECOND FLOOR PLAN lol I SINGLE THERMATRU 3'-O" 102 SINGLE JELD-WEN 2'-0" 6'-8" I • �� 103 SLIDERL ANDERSEN 10'-0" 6'-6" (�i • JJ��� PAGE: ALL NEW WINDOWS SHALL BE ANDERSEN; IN57ALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING 4 STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER A-104mOO FINAL DIMENSIONS FOR FRAMING OF WIND'OW5 TO BE PROVIDED BY WINDOW MANUFACTURER FROFOSE7) SECOND FLOOR PLAN WINDOW CHART EGRESS SCALE: I/4" = I'-O" - -- 145 S.F. HA517AE3LE SFAGE; 145 S.F. OROSS AREA ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT DATE: 10/16/23 8 OF 13 TAG TYPE MODEL # OPENING TEMP PROV. PROV. _ WIDTH REQ D: 20 PER PER WIDTH H - EIGHT WIDTH HEIGHT HEIGHT REO'D:24" UNIT UNIT OPEN REQ D: 5.1 S.F. L A (2) DOUBLE 21-1 HUNG WC�H21042 V � "V8" 5/81' 'V8" 8.84 �[=4,15a B (5) FDOUBLE HUNG W[�H24410 2'-6 VS" �5'-O 2'-5 5-� 8.28 F4.'14 -1/6 5/6 V8 - --4T-4-7 - -IF- G (U PICTURE CUSTOM 2'-6 VS" I "VS" 5/8" 'V8" 1.01 4.02 c, 4'-4 2'-5 4'-4 D (2) PICTURE CUSTOM 2-6 V8 „ E (2) 5.54 WTR301'1 3'-2 V8" 3.54 5S'1 II 5/16" yy �y 7 I I F (1) TRANSOM =;,4TR1 7 17 I-10 1/8 -Vail 5/8" "V8" 1.75 3.20 CL ELEVATION NOTES < Q — Q OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM — w CONSTRUCTION STANDARDS ALLOWABLE HOT. PER PYRAMID LAW ._J 2. H.O. TO VERIFY FINAL COLOR $ MATERIAL SELECTION BEFORE INSTALLATION / M IA ALUMINUM 5TANDING SEAM ROOFING PANELS, Lo O C COLOR B SIZE TO MATCH EXISTING O0/� (o O TYPICAL SIDING:I. SEE NOTE AT BUILDING SECTION FOR MINIMUM / w � >: O CONSTRUCTION STANDARDS .N N 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION L Lo BEFORE INSTALLATION 0 Z N CEDAR SHAKE 51DINO; COLOR 8 SIZE TO MATCH® > X U EXISTING C O CO 2B Lo STUCCO SIDING, COLOR TBD / O m O :7, Lo c C'4 v .. O NEW 5" SEAMLESS GQ10- 20 UTTERS � DOWNSPOUTS; n ,(COLOR) $ (MATERIAL) (TYP.) / �/ O4 NEW WOOD FRAME STAIR I IA O5 NEW GONG. PAD 4 STAIR / 11 U m -- W / 4 J / 12 10 s IA I 3 VJ ( A-401 iLILL 2 101 L L 4 I �a TO PROPERTY LUL N N LINE I AVERAGE GRADE NORTH ELEVATION (FRONT) 50ALE: 1/4" = I'-O" W ALLOWABLE HOT. PER PYRAMID LAW O \ U Lil \ Q PROJECT: ` KAREN ADDITION OVERLAY FRAMING FROM DOTTED LINE \ OVER TO REVERSE IA I GABLE , ,A 350 RICHMOND RD SOUTHOLD ` DRAWING TITLE: 12 �" PROPOSED EXTERIOR ELEVATIONS 12 m IA I \ 2 2B � I PAGE: ° LLLi 3 h u DG D 3 201m00A-- � � - I - ry �_ ! I � I I 1 17-1-1 -1 . I � � � I DATE: 10/16/23 9 OF 13 2 LILA I- = i ILL - Q o 3 —LLYLI TDI Ol `y; r��C�, II PROPERTY LINELi •."� `` ��," � 4 e �j 4 f II 1 11 11 1 11 11 11 1 1 11 1 1 H 11 11 i iLdL — — — AVERAGE GRADE ICIEST F-LF-\/AT I ON (R 10HT S 1 IIF-) 5GALE: 1/4" = 1'-0" CL ELF-VATION NOTES Q OTYPICAL ROOFING: 0 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS W 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION ALLOWABLE HOT. PER PYRAMID LAW J BEFORE INSTALLATION N OALUMINUM STANDING 5EAM ROOFING PANELS, IA COLOR 8 51ZE TO MATCH EIX15TINO 0) w r' O TYPICAL SIDING:I. SEE NOTE AT BUILDING SECTION, FOR MINIMUM 0 CONSTRUCTION STANDARDS •- 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION \ CV BEFORE INSTALLATIONC Ln Z �- .— a-- 'r" ® CEDAR SHAKE SIDING; COLOR $ SIZE TO MATCH X .Y N EXISTING m 2B STUCCO SIDING, COLOR TBD \ .� 0 +' u) NEW 5 SEAMLESS GUTTERS 4 DOWNSPOUTS; Q m 0 O (COLOR) 8 (MATERIAL) (TYP.) W O4 NEW WOOD FRAME STAIR IA I O5 NEW GONG. PAD 8 STAIR 12 2.5 — +J B 2 O O I 1 U Ll U 0000 0 000 \ l I 1I - L-t I- - 103 _ 00 � 0 0 o TO PROPERTY LINE 4 0 0 II AVERAGE ORADE SOUTH ELEVATION (REAR) SCALE: 1/4" = P-O" ALLOWABLE HOT. PER PYRAMID LAW in z W O V LLi H / a D PROJECT: / KAREN ADDITION 350 RICHMOND RD SOUTHOLD m / IA DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS 3 i I - �_ PAGE: - - j LILL, LlILL - - - �� ■ ®® i -- - - i 11 F] 34'-I I" O I � - TO DATE: 10/16/23 10 OF 13 PROPERTY C' LINE I i ! 6 AVERAGE GRADE / � a 1..h EAST ELEVATION (LEFT SIDE) r ti SCALE: 1/4" = I'-O" CL BU I LD I NO 5EOTI ON NOTES Q 0 w OI NEN ROOFING NOTE (TYP.): Li I. INSTALL NEW ALUMINUM ROOFING PANELS J 0 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS M OVER `CV 3.INSTALL ICE AND WATER SHIELD (U.0.14.) OVER 4.1/2" GPX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) ? 0 0 5. GAP 5HINGLE OVER RIDGE a HIPS (AS REOV 6.FLASH ALL VALLEYS EXIST. RIDGE HEIGHT 12 (p 'T. INSTALL DRIP EDGE AS REO'D , T- 6.INSTALL ALL AS PER MANU. 5PEG.'s ELEV. +20.9 RR p'g PE A,Id — — — — — — — — — — — — — — — — — — — — — — — N I RPL }' CLZIt EXIST •0 s- (V 2O TYPICAL ROOF 8 CEILING CONSTRUCTION: I ' I I I I I CONNECTION Br As >, X v • NEW ROOFING A5 NOTED PER PAGE 6-003 C O 0 • PLYWD 5HEATHIN6 (BLOGKI SEAMS) Pdb ® ALL PLYWD I m :3 -� 0 -F-+ • R.R., G.J., a G.T. AS NOTED ON PLANS(® SPANS OVER NEW R.R. TO TOP PLATE O 0 0 5' INSTALL "X" BRIDGING a CENTER OF SPAN,U.O.N.) -- - - • PROVIDE PROVIDEV' THK. SPRAY FOAM INSULATION i ,, , (R-49a R-'VINGH) I O : 0 . 0 O • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES r- XIS LOFT NEW EXTERIOR WALL CONSTRUCTION TYP. : O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON • 1/2" GDX PLYWD. 5HEATHIN6 (BLOGKINC a ALL PLYWD SEAMS) UPON , Q EXIST. F.J. AS PER FLAN • 2"x6" STUDS a I6" O.G. w/DBL. TOP PLATE EXISTING SECOND FINISHED FLOO� 4—j • MIN. R-21 BATT INSULATION ----------- ELEV. +12.3' N • 5/8" GYPSUM BD. WALL FINISH W I NEW 51DINO NOTE (TYP.): =_ O I. INSTALL NEW FIBER GEMENT LAP 51DING 2. TYVEK VENTED HOUSE WRAP (OR EQUAL) 103 3.INSTALL ALL AS PER MANU. SPEC.'S EXIST. O 4.PROVIDE ALL NECESSARY TRIM FOR PROPER MOP, r INSTALLATION KITCHEN 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL LIVING • — OTYPICAL FLOOR CONSTRUCTION: ROOM I. FIN15H FLOORING TO SELECT 2. 3/4" Tab GDX PLYWD. 5UBFLOOR 6LUED a SCREWED EXIST. FIRST FINISHED FLOOR 5 5A 3. F.J. AS NOTED ON PLANS - AT SPANE-,OVER V INSTALL ELE—V. ;2A' N%% 3 'X' BRACE ® MIDSPAN 4. MIN. R-30 BATT INSULATION (ONLY BETWEEN FIRST I EXIST. F.J. AS PER PLAN PROP. F.J. AS PER PLAN FLOOR AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT BLP6. PERIMETER RIM JOISTS L CONNECTION 'DI' AS I PER PAGE 6-003 BASELINE (AVNEW F.J. FOUNDATION ERAGE GRADE) • �n NEW WOOD FLOOR: ELEV. +O.O' I PROP. V J I. NEW WOOD FLOORING TO MATCH E:XI5TIN6 I I= 0 F BASEMENTtp v z I� EXISTING. UNFINISHED UNHEATED 7 I BA5MENT •� BASEMENT FINISHED FLOOR ELEV. -4.8' ----------- 3 A-401 SECTION 1 - 1/A-501 SCALE: 1/4" = 1'-0" CONNECTION 'A' AS w PER PACE 6-003 NEW RIDGE O U LU 12 1 PROJECT: nF 8., 2x2 CEDAR END SLATS ® 8" O.G. Q-' MIN "51MP50N" ABA44KAREN 2"X6" CEDAR ® COLUMN BASE CONNECTION 'BI' AS XXR-'4 A< ADDITION J015T5 a t16" O.G. iv 4"x4" P.T. POST PER PAGE 6-003 A4, Q' yy000EACH JOIST NOTCHED NEW R.R. TO G.J. I 2" OVER BEAM 11' 6RAPE 000 (2) 1/2"0 HOT DIPPED ° IIu 11 11 00-01 6ALV. BOLTS ® EA. P05T 12 50NOTUBE FILLED p II ° w/OVERSIZED WASHERS SOLID w/ P. GONG. 'u 0.0 000 (MIN. 4,000 PS a END NUT PREBOREPSI) ° 350 RICHMOND R D INTO BEAM a P05T _ 3"XIO" CEDAR ® ° =ry SOUTHOLD EACH 51ME OF PROP. POST GREAT J 4"X4" CEDAR a 4 ROOM — DRAWING TITLE: POST,LOCATION ° �-- r AS PER PLAN BUILDING SECTIONS Ll J PROP. F.J. AS PER PLAN s ii L 11� l l CONNECTION 'DI' AS I PAGE. l � GRADE PER PAGE G-003 PROP I I NEW F.J. FOUNDATION O� 12,14) SONOTUBE I f-V z BASEMENT L — — — FILLED COLUMN FOOT I NO I�F-TA I L _4 N UNFINISHED a p I SOLID w/P. GONG. i X y UNHEATED 6 A-301m00 A-�OI.00 SCALE: 3/4" = 1'-0" �° I A-4ol I I I i DATE: 10/16/23 11 OF 13 A-501 — — — — — — — — — — — — — — —— — — J 3 A-401 SECTION 2-2 /A-501 SCALE: 1/4" = 1'-0" SECTION 5-3/A-501 SCALE: 1/4" = P-O" Q cl w EXTERIOR SHEATHING AS W PER SECTION NOTES J 51DINO MATERIAL A5 PROVIDE 5" (MIN) GONG. COVER PER SECTION NOTES OF ALL REBAR WITHIN P. GONG. HEADER A5 SECURE HANDRAIL TO WALL ON AT LEAST ONE FOUND. WALLS 4 P. GONG. FT6'S. PROVIDE STRAPPING 4 NAILING Q +� 5PEGIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. 5PEC.'s; BUILDING PAPER 4 HOUSE WRAP AS PER CONNECTION 'D' IN PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO I TO FULLY OVERLAP FLASHING "TYPICAL NAILING/STRAPPING D 0 STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT "i PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, PITCHED METAL BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" ., JOIST HANGER BY II PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. 'SIMPSON' OR EQUAL "Z" FLA5HING 5/4"xb" P.T. DEGKIN6 (WHEN APPLICABLE) � N 0 \ FIRST F I N I SHED FLOOR r (U.O.N. ON PLAN/ L 0 Z d' - \ GAP FOR SECTION/DETAILS) FLOOR SYSTEM AS DRAINAGE NOTED ST PLAN NEW (2) 2"xb" P.T. SILL PLATES •� �- I - - CL (5E I A RAE I I " 500 <E**"r : Q 0 _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT ui WOOD FRAME (L.6. 57L. J v EXISTING TO REMAIN WHEN APPLICABLE) M NEW WOOD FRAME (L6. NEW FOUNDATION WALL Q ,, `N STL. WHEN APPLICABLE) •C NEW I-HR FIRE RATED © MIN. (2) 2"x4" 5TRUGTURAL V = O WOOD FRAME (L.G. STL. P05T FOR 4 WALLS 0 -� V- WHEN APPLICABLE) (MIN. (2) 2"x6" >:57RU07URAL — w O P057 FOR 6" WALLS), U.O.N. L Lo NEW 2-HR FIRE RATED O •C Z WOOD FRAME (L.G. 57L. 0- WHEN APPLICABLE) XO U N O C:)M -t O Lo 04 Q � � m0 W e El � 0000000000, III -+� • - i EXIST. 1 1 (1) m I I � EXIST. 1 ROOF EXIST. ROOF Cn n Q� l m Ell - \-EXIST. ROOF I � II Q I A-301 A- 0 31 J _ ' _ J m � - - J m NEW © I m TRELLIS D I � o I I F F� 4"x5" ALUM. PROP. 6"x5" 4"x5" ALUM. DOWN TO DONNSPOUT ALUM) GUTTER MONNDOWN TUT O `EXIST. SPLASH GUARD SPLASH GUARD ROST ® &RADE (TYP) ® 6RADE (TYP) Ll m ( I (4) POSTS TO DR m m I C - - - - - - - - - - - I - 2x4 WALL- - - - - - -l� (5) POSTS ABOVE R.R. 2" x 10" R.R. I 5:12 PITCH j `r ® Ib" O.G. PROP. v 2" x 10" R.R. DORMER ® 16" O.G. - Z I I °�,'� - � x - I W I-I 1 r-- - �5 I 5•"f xq.5„ 6.P. 2.OE LVA _ I ' ® I-I 2 A-501 I 2' x 10" R.R. 5TRONC R.R. iU z A-501 0 LU EXIST.SHED 0 - - - - - m - - Lii DRMER � � (2) I.'15"x14" &.P. ZOE LVL dJ 0 1 RIDGE LU( xl ` r IY (2) 2"x4" (2) 2::x6:: N �'i POSTS TO POSTS TO RIDGE RIDGE (TYP) PROJECT: m9S., x V KAREN `EXIST. < n - ROOF — o ADDITION (4TO�DR.5TSI ( 2" x 10" R.R. \ J -� - - - - - - ® I6 O.G. J - - - 11I - - - - - - - - - - ------ - - - - - - -1 350 RICHMOND RD m - SOUTHOLD PROP.6"x5„ 10:12 PITCH x 10:12 PITCH ALUM. CUTTER 5 � DOWN POUT (TYP) A-4012" x 6" R.R. n 2" x 6" R.R. DOWN TO PROP. 6"x5" 4 DRAWING TITLE: ® SPLASH GUARD ALUM. GUTTER® I6" O.G. ® CRADE (T(P) (TYP) PROPOSED STRUCTURAL PLAN 4"x5" ALUM. DOWNSPOUT� -Jm DOWN TO SPLASH GUARD ® GRADE (TYP) 14'-O" q'-6" 15'-II" 4"x5" ALUM. DOWNSPOUT D DOWN TO O SPLASH GUARD - ® GRADE (TYP) PAGE: s- lolmoo DATE: 10/16/23 13 OF 13 L �`:.n FROPOSED ROOF STRUOTURAL PLAN 50ALE: 1/4" = P-0" V' ti;� ''� :t r `.a=;� � ,