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Home My WebLink About49673-Z �, t TOWN OF SOUTHOLD V BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49673 Date: 9/12/2023 Permission is hereby granted to: Graham Jean 1221 Hillsboro Mile #29A Hillsboro Beach, FL 33062 To: construct alterations and legalize "as built" second floor storage loft to existing single-family dwelling as applied for per Trustees Non-Jurisdiction letter. At premises located at: 475 Lake Ave Southold SCTM # 473889 Sec/Block/Lot# 80.-3-17 Pursuant to application dated 3/21/2023 and approved by the Building Inspector.. To expire on 3/13/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $362.40 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $76.00 CO-ALTERATION TO DWELLING $50.00 Total: $488.40 Building Inspector va�° �FA1 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hlas:��"�+ r.�outlt�.�ldtownrt .� Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only l (� PERMIT NO. L+ 0-3 Building Inspector; 1 IL 1 2023 Applications and forms must be filled out in their entirety. Incomplete ` PP ��t�9lal..�li°��i-�i �1. applications will not be accepted. Where the Applicant is not the owner,an �• E� DW(,Wi�P, 1 Owner's Authorization form(Page 2)shall be completed. Date:03/21/23 OWNER(S)OF PROPERTY: Name:Jean Graham scTM# ioo0-80-03-17 Project Address:475 Lake Ave, Southold NY 11971 Phone#:631-407-5296 Email:lifish475@optonline.net Mailing Address:475 Lake Ave, Southold NY 11971 CONTACT PERSON: Name:Michelle Sarabia, AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo, AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other Proposed first floor interior renovation ice-" $ Will the lot be re-graded? Eyes ANo Will excess fill be removed from premises? Dyes RNo 1 PROPFIm INFORMATION Existing use of property. Intended use of property "' eq use district in which premises is situated_ Are there any covenants and restrictions with respect to w this property7 �YeN ^S�No If YES,PROVIDE A COPY. _..� . ..�.._.�.._ _.� heck Burr After keading: r r r a m the roww rte.AMCAMM IS 101MY MAVE910Cr Sxraw"WDM 4 p utwo to the ftodlog 7,066 � beasift 4p&mad vqpA0Ww sW to odwA a ukidwtt"h3spOOMS M mmrh�M'Cdr in hrr byg(s)to rr hispanr,doni.raho s^rr ftfoonts"two herein oo pwahkAle as a Ons A obdameftwOr pwwwt.racer,Secdoe 219AS orrr VM oebfe Application Suhmi 1 By name) Odlcd' trab' 61 Authorized Agent 200wner Signature of A l'itarrt: Date: STATE OF NEW YORK) COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, L ld (S)he is the ) (Contractor,Agent„Corporate Officer,etc.) of said owner or owners,and is duty 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/herowl e and b f;a that the work,will be performed in the manner set forth in the application file there th. APSAH'A K TANDY Notary Pull io, State Of N�e�iwr York Sworn before me this No, 01 TA6086001 20 a3 Qualified In Suffolk County 0- day ofr �a atrTt , .rr.P�r. �. Notary Public -ERS HORIM (Where the applicant is not the owner) I, residing at a do hereby authorize% pply on i my behalf to the Town of Southold Building Department for approval as described herein. a Owners Signature Da e Print Owner's Name 2 Glenn Goldsmith,President erg so Town Hall Annex + 54375 Route 25 A.Nicholas Krupski,Vice President " , P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 o BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 30, 2023 Jessica Magee AMP Architecture, PLLC 1075 Franklinville Road Laurel, NY 11948 RE: JEAN M. GRAHAM 475 LAKE DRIVE, SOUTHOLD SCTM#: 1000-80-3-17 Dear Ms. Magee: The Southold Town Board of Trustees reviewed your letter received in this office on November 29, 2022, and the site plan prepared by AMP Architecture LLC dated November 10, 2022 and determined that the proposed second story addition and proposed one-story addition are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area 2 between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, -15t. Glenn Goldsmith, President Board of Trustees G GG:dd YA�G�T p,51 N 6o.n' SITE LAYOUT NOTES: I. THIS 15 AN ARGHITEGT'5 SITE PLAN 8 IS SUBJECT TO VERIFICATION BY A LICENSED •- SURVEYOR, THE INFORMATION d .: REPRESENTED ON THIS SITE PLAN IS TO THE Q ARCHITECT'S BEST OF KNOWLEDGE. O Lu 2.2.SURVEY INFORMATION WAS OBTAINED J C6 FROM A SURVEY DATED OCTOBER 28, p- 2022 AND PREPARED BY: m z Q t fV O 50ALICE LAND SURVEYING C Ln �j I SOUTH BAY AVENUE O QI I5L I P, N.Y. 11751 �`,• .•- -••r , RF IN 1, 11 O TELEPHONE: (984) 240-7999 *�w "' * . `, }, } (D a «Y`,e _ f *, L i; , � , j 0 O N z O co - E , , ,N ' , -`y x cv`� - cFROPOSED FIRST FLOOR INTERIOR RENO\/ STIONS55-O WIDE OO 4 MEXISTING ' �GRAVEL BUFFER - C co O 71 At y y d E-PROJECT / ZONING DATA . ` •�' _ »•� —' moi, �..,; r �.' ! INC r* +► a �A14 74 �' • q'� yT i 9r ° i MAgONR TAX MAP # 1000-80-03-17 '"• ;," ' " ZONING D157RIGT R-40 NON-CONFORMING » '-^,, , ' �, ' - t SUBJeGT PROPERTY%XIST p LAMP LOT AREA 0.3 ACRES POST CofO - EXISTING DWELLING *+�- . r } 4J ADDITION $ DECK #Z-26312; 03/02/99 4. �. r`+ #Z-26646 08/24/99 .�.m �p ,.t""." ' ,p{ a '," "1 tt "` ;.. • GofO - DECK ADDITION TO ." DWELLING .. : i I 4 � .•;� FEMA FLOOD ZONE ZONE X; REAR YARD ZONE AE6 -JURISDICNON TION LETTER ' r ` � 1WETLAND5 DISTRICT PROVIDED `o k , lu NON-JURI5DIGTION LETTER " - w / DEC. DISTRICT PROVIDED . f ..a.,....... w...................u..,. ... -..>._.... ..... _ - -.... .w:...inu.now bJ . -" .rul. L i6 A« z � � LOCATION MAP Cn o � - P� (E�' EXISTING EX15TINO 50ALE: NTS HABITABLE E AREA FIRST FLOOR AREA 1004 S.F. 1,123 S.F. f A C--;7 E_ <E"-r : A2m AREA TOTALS 1,604 S.F. 1,7123 S.F. F- I PROPOSED PROPOSED X HABITABLE GRoss -QQ ,OO PROJECT LOCATION & SCOPE ( SPACE AREA SITE PLAN & ZONING DATA FIRST FLOOR AREA 1,566 5.F. 1,723 S.F. AREA TOTALS 1,566 S.F. 1,723 S.F. -OO2 ,QQ GENERAL NOTES I ENERGY TABLE STRUCTURAL DESIGN CHARTS K FROG 00 55T8 R Y HOEDOWN, ANCHOR BOLT, -- 5OUTHOLD TOWN GODS 280-207 (A)(1) STRAPPING, & NAILING DETAILS LOT 51ZE / AREA ALLOWABLE TOTAL FASTENING SCHEDULE IN EXCESS OF 12,079 S.F. 2,079 S.F. ' ,000 GFA GFA 10 10, LOTS .00 FRAMING GRAPHICS CONTAINING UP TO BEAM CONNECTION PATTERNS EXISTING 20,000 5.F. WFIREBLOCKING DETAILSOOD DECKS ALLOWABLE S.F. / PLUS 12.59% OF 2,100 S.F. 260 S.F. 21360 S.F. 2,320 S.F. 17,3 EXCESS LOT AREA Q 1 .QQ PROPOSED DEMOLITION PLANS LOT COVERAGE W MIN. 5OUTHOLD TOWN GODS 280-124 (B) o 3.4' 9b LOT ,OO PROPOSED FOUNDATION PLAN V.I.F. EXIST. DESCRIPTION (FOOTPRINT) AREA 8'0 x 4' DEEP COVERAGE Ix DRYWELL I TOTAL LOT AREA 12,079 S.F. EXISTING DWELLING 1,723 S.F. 14.3% PROP. GAS PROPOSED FIRST FLOOR PLAN a GENERATOR m EXISTING WOOD DECKS 565 S.F. 4.790 � IN PROJECT: < I TOTAL AREA OF ALL STRUCTURES 2,291 S.F. 19.090 < A-201 .00 PROPOSED EXTERIOR ELEVATIONS GRAHAM EXISQ i STORYTFRAME p MAXIMUM LOT COVERAGE ALLOWED: 209% RENOVATION PR POSED I 0 IMPERVIOUS SURFACES < 8" FROM GRADE INTERIOR - EXISTING ASPHALT DRIVEWAY 406 S.F. 3.49% x —�Q ( ,QQ MODIFICATIONS I EXISTING SLATE WALK 148 S.F. e.b% A BUILDING SECTIONS I EXIST. MASONRY RETAINING WALL 64 S.F. 11.3901 DESIGN DETAILS 475 LAKE AVE EXI5T FRONT PATIO 80 S.F. 0.79% SOUTHOLD, N.Y. 11971 I 0.51I F TOTAL LOT COVERAGE INCLUDING I PLUMBING RISER DIAGRAMS DRAWING TITLE:I SURFACES <8" FROM GRADE 2,989 0 S.F. 24.79% �7— I Q ( .QQ GAS RISER DIAGRAM PROJECT LOCATION &SCOPE REQUIRED SETBACKS - I STORY FRAME HOUSE SITE PLAN & ZONING DATA g5' FRON Y�`R REQUIRED EXIST. PROPOSED COMPLIES V.I.F. EXIST. 8'(p x 4' DEEP IL FRONT YARD 35.0' 22.8' 22.8' NO* DRYWELL v } PAGE: / SIDE YARD 10.0' 0.4' 0.4' NO* - I o.4' �O BOTH SIDE YARDS 25.0' 17.7' 17.7' NO* G-001m 00 X DL ��N REPLACE EXIST. j 10 / TRENCH DRAIN $ DRAINAGE CALCULATIONS . REAR YARD 35.0 112.11112.9 YES to MIN. CONNECT TO / EXIST. DRYWELL IMPERVIOUS SURFACE AREA - * NON-CONFORMING SETBACKS ARE EXISTING; ALL PROPOSED WORK WILL NOT I EXIST. INCREASE NON-CONFORMITY DATE: 09/12/23 LAMP EXIST. + PROP. BLDG. 1,826 S.F. 1 OF 10 I I PROP. N FOOTPRINT l ) P05T fP 2" RAINFALL EVENT * NEW lu BURIED in PROPANE X0) EXISTING IMPERVIOUS SURFACE AREA 304.3 G.F. TANK 1�� ASPHALT in I �- DRIVEWAY DEPTH OF 8 POOL REQ.D 7 2' � �� cv (42.2 G.F. VOLUME PER FOOT) ` 1'n p3�- U1 (2) EXIST. 8 ) x 4 DEEP DRYWELL = 8 DEPTH " A '•�� 60.00DRAINAGE SYSTEM INSTALLATION NOTES: • A MINIMUM OF IO' SEPARATION 15 REQUIRED BETWEEN DRYWELLS r � WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC N14°00'00" R COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE L A EDGE OF ALL FOUNDATION WALLS / A MINIMUM OF 5' 5EPARATION 15 REQUIRED BETWEEN DRYWELLS SFP / CONCRETE 5LAB5 AND PROPERTY LINES 2023 • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL ' F ITT517E PLAN Z,I3F', '70, 3:,' i 50ALE: I" = 10'-O" NOTF_S $ Sf`'F_G I F I GATI ONa CARPENTRY WOOD FRAMING MATERIAL STANDARDS SITE WORK ASERE Y I ATI OI ALJ IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP TH15 CONSTRUCTION DOCUMENT BINDED 1• ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 d BETTER (Fb = 8'75) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR T06ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPON5151 17`r TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD IN5UL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. VERIFY ALL OWEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED RECEIVE CLARIFICATION FROM AROHITEOVENOINEER PRIOR TO PROCEEDING. 0- 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION �T. INTERIOR Q GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. BLDG. BUILDING K KIPS (1000 LBS) 0 3. BILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/INSULATION. 51ZE OF SILL TO BE (2) 2"x6", UNLE55 (1) 2"x6" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD SITE. STOCKPILE ALL EXCAVATED MATERIALS. Lu APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CON5TRUCTION MANUAL AND TH15 PS FORMAT, A5 J f0 APPLICABLE AS A DERIVED WORK). 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS TREE (`7 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. „ B.D. BOTTOM OF MAX. MAXIMUM 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY TECO OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. - 11 Q 5TRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTZAOTOR. EQUAI-' I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, SOT. BOTTOM METH. MECHANICAL � �c � PREFABRICATED WOOD I-JO15T5, STRUCTURAL COMPOSITE LUMBER, 5. PROTECT TREES WITHIN EI6Hr FEET OF THE BUILDING. m 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN05 IN PREFA$RIGATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURALr- 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES S.O.W. 750TTOM OF WALL IN. MINIMUM FLOORS, ROOFS,AND WALLS. PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING AND AUTHORITIES HAVING JURISDICTION. _ '� O RULES SPECIFIED IN 1.1 THROUGH 1.8. G.J. CEILING J0I5T NAVD55 NORTH AMERICAN VERTICAL DATUM OF I�t55 +-+ CD 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RE5PON51BILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, FOUNDATION, CONCRETE, AND MASONRY L � - U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT 0 C N z O OF THE OWNER/BUILDER COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE i INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED APPLIES TO THE NEW WORK SEINE PERFORMED AND SHALL COORDINATE THE d -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE ORADEMARK OF A LUMBER 6RADIN6 OR INSPECTION A&ENOY 5UB-CONTRACTOR5 IN 5UGH A MANNER TO A55URE THAT THE CONDITIONS OF •CD , -L) � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER A U SHALL BE CLARIFIED WITH THE NCIESRCHI EGT/EN6INEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. C X CV 8. MIN. HEADER TO BE (2) 2 xIO UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 0 4, 1 WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL DBL. DOUBLE �OGG. OCCUPANCY O m (D q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN510NIA OF THE ORADIN6 AGENCY WHICH COMPLIES WITH THE � � 4J Lo 6. NO DEVIATIONS OR CHANGE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION c CV p m UNLE55 APPROVED BY THE ARGHITEGT/ENGINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (U TON/50. FT., U.O.N. 10. ALL EXTERIOR 5HEATHING SHALL BE NAILED AS PER FA5TENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 DIM. DIMENSION P. GONG. POURED CONCRETE Q O a 2 O -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-005. 6ENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED OTHERWISE NOTED BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. D.J. DECK JOISTS PL. PLATE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN 5. WALLS TO BE POURED CONCRETE OF 51ZE 5HOWN ON DRAWINGS, U.O.N. EA. EACH PLYWD. PLYWOOD APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED11 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD 1-JOI5T5 SHALL MEET THE PROVISIONS OF A57M D5055 b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABLI5HINO AND MONITORING UNTIL 151 TIER OF FRAMING 15 IN PLACE. I-LEV. ELEVATION P.T. PRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS L_ DOCUMENT, THE OOVERNIN6 BUILDING CODE AND ANY ADDITIONAL 'T. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN55. EQUIP. EQUIPMENT REQ D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT, 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED EXIST. - � EXISTING RI RISER SOLID WITH CONCRETE. - IF AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN '-"'�J PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES EXT. EXTERIOR RM. ROOM UN5UPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. r l 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS A5TM D545f6 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER V - RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' TR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPO5IT'E LUMBER PRODUCTS, THIS DOCUMEN, THE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 ( � EXCEED 5'-O" AND AT EVERY 5'-O". OOVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS DAYS OF 4,000 P.5.1.,U.O.N. FAR FLOOR AREA RATIO BTL. STEEL W 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S GODS EVALUATION REPORT. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH F.A.V. FRESH AIR VENT S.V. SMART VENT 4_j 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED b MIL. POLYETHYLENE VAPOR BARRIER UNDER ■ TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR 5HALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF TH15 DOCUMENT, THE FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN OLA59 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 SCHEDULE AS OOVERNIN5 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - / ` 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAOE5 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. (1) WALL TIE PER (5) 5Q. FT. F.J. FLOOR JOISTS THK. THICK v LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. OYP5UM: OYP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUE, MEET THE PROVISIONS OF A5TM C56 SPECIFICATION FOR GYPSUM MAX. 52'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 16. THE CONTRACTOR SHOULD FULLY 6UARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, A5TM 05-1 SPECIFICATION FOR OYP5UM LATH, OR A5TM Clcl FRCE FLOOD RESISTANT CONSTRUCTION ELEVATION �Tr TREAD n THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR OYP5UM 5HEATHING BOARD. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. v J COMPLETION OF PROJECT. Iq. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 FROM FOOTING TO 2" ABOVE FINISH GRADE. FR. FRAME TVP. TYPICAL n 1 AS PER PAGE 6-003. 1.'7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL am W 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, „ MEET THE PROVISIONS OF ANSI/AHA AI55.4 BA51C HARDBOARD OF 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ARCHITEOT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. 5PEGIFIE5 PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL55.6 HARDBOARD SIDING. OF 40-F AND FALLING, UNLESS APPROVED BY ARGHITEGT/EN6INEER. NO Q AGAIN5T ALL CLAIMS, DAMAGES, LASSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 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: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL ARCHITECT/ENGINEER. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (E3) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND 18. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND WHOLE OR IN PART BY ANY NEOLIOENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY WHERE EVER APPLICABLE. HDR HEADERWD. WOOD CONTRAOTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE Iq. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTIN65 ARE TO BEA HNGR HANGER ZR ZONING RE50LUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. MIN. 10" DEEP PROJECTINO b" ON EACH SIDE OF THE FOUNDATION WALL. PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST McMILLIAN IAE MIGROLAM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK HOR. HORIZONTAL B. 6EOR61A PACIFIC, 2.OE G-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND CONCRETE 5LA55 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CON5TRUGTION INGLUDIN6 PSL (PARALLEL 5TRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRU55 J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED OF GONGRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED A5 PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR DEEP 8 5'-O" BELOW GRADE. 7 I NSUL.ATI ON � FEN STi� T1 ON ' OU I R MINTS APPLICABLE CODES AND OOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL $E IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN& BUILDING GORE, AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AUTHORIZATION OF THE ARGHITEGT/EN6INEER. GLAL WINDOWS AND DOORS PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY I. ALL 6LA55 TO BE INSULATED LOW-E UNLESS OTHERWISE SPECIFIED. COMPONENT COMPLIES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE VALUE CITATION (PER 2020 NY5ECCC) NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE CLEARANCES ARE PROVIDED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS MAX.U-VALUE - 0.52 U-VALUE - 0.25 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.l CELLULOSIC FENESTRATION U-VALUE MAX.AIR LEAKAGE - 0.30 CFM/SF YES EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR 5. ALL SLIDING CLASS DOORS,SKYLIGHTS, AND ANY CLASS UNIT INSTALLED AIR LEAKAGE ■ 0.50 CFM/SF WHICH INTERFERES WITH NEW GONST"RUGTION IN A WORKMAN LIKE MANNER. WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, I PER 8402.4.5 d TABLE 8402.1.4-CLIMATE ZONE 4 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. UNLESS OTHERWISE NOTED. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. GEILIN6 R-VALUE R-401 BATT INSULATION MIN.R-VALUE ■ 4q YE5 SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DINO USED IN 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PER TABLE 8402.1.2-CLIMATE ZONE 4 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. , MIDDLE ONE-THIRD OF THE 5TUD LENGTH. NOTCHES IN THE OUTER THIRDS OF MANUFACTURERS SPECIFICATIONS. 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK AGGESSIBILITY STANDARDS. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I EXTERIOR(2"xb")WOOD R-21 BATT INSULATION MIN.R-VALUE - 20(CAVITY) YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL FRAME WALL R-VALUE PER TABLE 8402,1.2 -CLIMATE ZONE 4 25. PLEASE NOTE THAT THESE PLA145 ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/5 ENERGY GON5ERVATION CONSTRUCTION CODE. TO THE EDGE OF THE STUD. REPORTS. EXTERIOR(2"x49 WOov R-21 SPRAY FOAM INSULATION MIN.P.-VALUE ■ 20(CAVITY) YES COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR FRAME WALL R-VALUE 5"THICK(R-7/INCH) PER TABLE R402.1.2-CLIMATE ZONE 4 2O FASTENERS AND NDAR.D5 RS:SPE ALL FASTENERS AND CONNECTORS SHALL ANY OTHER TYPE OF &LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. MIN R-VALUE ■ la _ �� -, 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2."1• FLOOR R-VALUE R-5o BATT INSULATION GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, PER TABLE 8402.1.2 -CLIMATE ZONE 4 YES ADAPTED FROM STANDARD FOR HURRICANE RES15TANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-005 b 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND -I• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL . . CONSTRUCTION;SSTD 10-qq AND 2015 SBC HIGH WIND EDITION H001.7 FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN5 (ANY NAILING HEX BOLTS AND 5CREW5 (INCH SERIES). SCREENS AND HARDWARE NF-CE55ARY FOR PROPER FUNCTION OF SUCH UNITS. 14� PIPE MIN R-VALUE ■ 5 YEs zCONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING [P-5 PIPE INSULATION PER 8405.4 4 8403.5 W I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 5. ALL CLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 2.2.2. LA6 SGREW5: LA6 SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS � MANU. SPEC.s). ASME BI5.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). COMPLIANCE STATEMENT: 2 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. To THE BEST OF MY KNOWLEVeE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICE5 NOT 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES q• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. V ED INCLUDIN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SHALL MEET THE REQUIREMENT5 OF ANSI/TPI I NATIONAL DESIGN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH � WOOD PO5TIN6 TO BE BLOCKED 50LIM TO FOUND.WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE TES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED TREATED WOOD E FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 3. METAL PLAT DIRECTLY THE WEATHER SUBJECT L SALTNAILSCORROSION IN COASTAL WALL w/ STEEL SHIMS E A MIN. 5/4 OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. ROU6H OPENING, U-FACTOR,LIGHT AREA, VENT AREA, AND EGRESS SECURE w/(2) 1/2" 0 ANCHOR BOL75 (4" LONG EXPANSION BOLTS ® REQUIREMENT5. ui AREAS SHALL BE STAINLESS 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 51ZE AND Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6A6E ARE SPECIFIED, MINIMUM A5TM A655, STRUCTURAL QUALITY, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE o 5HEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 5 GOUR5E5 OF SOLID BRICK MASONRY CENTERED ® P05TIN6,U.O.N). GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TEMPERED GLA55. TABLF- R50I.7 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 REQUIREMENT5 OF THE 60VERNIN6 BUILDING CODE AND ANY CLIMATIC $ GEOGRAPHIC, DE515N CRITERIA IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP CABS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 166'7 STANDARD MI551LE TEST OF ASTM Elggb AND ASTM E1556 AS MODIFIED BY 2020 NYS BG &ROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF I xb OR 2x4 LUMBER 15 w/b RISE b w/(2) /4 O BOLTS THROUGH CENTER LINE OF VERTICAL LEOSSECTION 501.2.1.2.1. 6ARAOE DOOR GLAZED OPENING PROTECTION SHALL MEET ALLOWABLE GRAHAM LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b" MIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. THE REQUIREMENT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR STRUCTURAL MEMBER DEFLECTION BA510 WIND SPEED 150 MPH RAFTERS. AN51/DA5MA 115. RENOVATION ASPHALT ROOFING SHINGLES 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH RAFTERS HAYING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B SHINGLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 5' 5HALL L/150 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY MANUFACTURERS CODE EVALUATION REPORTS. BE PERMITTED A5 GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 1^11 NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B I6" WITHIN 4' OF EXTERIOR CORNERS. 2. 5HIN&LE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE 2.2.x. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS INTERIOR WALLS 3 PARTITIONS H/150 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED AND WATER BARRIER FROM EDGE OF EAVE TO 2 R 4" IN51DE EXTERIOR WALL wOODSGREWS (INCH SERIES). PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE WEATHERING SEVERE 475 LAKE AVE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER LINE. 3 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FLOORS d PLASTERED CEILINGS L/560 OF J" AND 5"x5"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE CORR05I0N-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FROST LINE DEPTH 5'-0" SOUTHOLD, N.Y. 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF ON THE BUILDING. ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 'T" IN CONCRETE/MASONRY CONSTRUCTION. MECHANICAL CONNECTIONS: 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'S I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH 14/560 ICE BARRIER REQUIRED YES SPEGIFIGATIONS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 11 GENERAL NOTES 5. NAILING OF ROOFING SHALL BE TO CODE. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED PLUMBING EXTERIOR WALLS - WIND LOAD5 W/BRITTLE FINISHES L/240 ENERGY TABLE CODES AND REFERENCE STANDARD: „ I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK BY SIMPSON MANUFACTURER. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (VW) STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL GODS, ORK 6. CORROSION RE515TANT II 6AOE ROOFING NAILS AND I6 6AOE STAPLES ARE SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS MAINTENANCE G NEW YORK STATE PROPERTY MANCE ORE, AND 2020 NEW YORK PERMITTED 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES STATE ENERGY CONSERVATION NTENAUCC GODS. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. '1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 2:12 PITCHES TO 4:12 PITCHES LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMPSON" 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGE5 IN DIRECTION WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME AND AT BASE OF VERTICAL WA5TE PIPES. STi�UGTURAL UESION LOAD5 PAGE: CONSTRUCTION MANUAL BY THE AMERICAN FOREST 8 PAPER ASSOCIATION 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 4. ALL MECHANICAL CONNECTIONS SHALL $E HOT DIPPED GALVANIZED CONST ) AMERICAN WOOD THE AMCIL (AWG). THE SEALANT TO UPLIFT FORGES USING A5TM D 6581. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/5" PER (AFSPA5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER FOOT. 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE OYP5UM WALL BOARD MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. USE LIVE 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLESS OTHERWISE NOTED: LOAD DEAD LOAD G-002mOO PLUMBING GORE. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - DISH WASHER.........................................2" COMPOUND METHOD. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - KITCHEN SINK........................................2" EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. 2. ALL &YP5UM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6,UNLE55 - LAVATORY...............................................2" OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE 'T• VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - SHOWER/TUB...............................:..........2" DECKS 40 psf 15 psf ARCHITECT - TOILET........................................................5,. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"1 NATIONAL ELECTRIC DEEMED APPLICABLE. _ DATE: 09/12/23 CODE, NFPA "10 AND 2020 NEW YORK STATE ENERGY CONSERVATION LAUNDRY .................................................2 2 0 F 10 8. ALL CONNECTORS SPECIFIED ASA SIMPSON TOP MOUNTED BEAM - FLOOR DRAIN..........................................5" PA55ANGER VEHICLE GARAGES 50 psf A5 PER PLAN CONSTRUCTION GORE. 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND HALLS HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED (WHERE DIRECTABLE) AT HEAT PRODUGIN6 EQUIPMENT TO EXTEND THREE FEET ALSO AT HEAT PRODUCING R IN EACH DIRECTION BEYOND THE UNIT(S). BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" ATTICS WITHOUT 5TOA&E (MAX CLEAR HOT < 42 P p") 10 sf 15 sf ELECTRICAL: THROUGH ROOF. I. ALL NEWLY INSTALLED EEEGTRIGAL WORK OR APPLIANCES SHALL CONFORM EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL TO 201'1 NATIONAL ELECTRIC CODE, NFPA -10 AND 2020 NEW YORK STATE CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 'i. PROVIDE FR05T-PROOF HOSE$IBS WITH EASILY ACCESSIBLE DRAIN 8 ATTICS WITH STORAGE (MAX CLEAR HET > 42") 20 psf IS psf ENERGY CONSERVATION CONSTRUCTION CODE. DRAIN COCKS AS REQ'D. HOSE 5I55 SHALL BE PROVIDED WITH BACKFLOW ° 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE PROTECTION. ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS sf e�'.�D�, TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS INSULATION P P 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON . ' ''„.,_.11'�.,.„ 0/:�. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED /-"" COMPLETION OF WORK. 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ,, =" '°I '-''.?''N k. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf ,, r;,.. WITH BACK FLOW PROTECTION. p p �.' �:': a. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 12: 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND FOIL TO BE PLACED TOWARD WARM SIDE. r n g - GENERALLY, VERIFY OR PROVIDE HARD WIRED ALL OPENINGS. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STAIRS 40 psf 15 psf F rc T t. SMOKE DETECTORS w/BATTERY BACK-UP IN: 2. PROVIDE 2 R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION HEALTH DEPARTMENT STANDARDS AND REGULATIONS. p " I . b. FASTEN GYPSUM BOARD AS PER FASTENING 50HEDULE ON PAGE 6-005. WALLS FROM b BELOW GRADE TO 24 BELOW GRADE IF DESIRED BY I 11 A. EACH SLEEPING ROOM CONTRACTOR, OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR GUARDRAILS AND HANDRAILS 200 psf 15 psf t '., ` ^ FOUNDATION WATERPROOFING. 1 TO CONGEALMENT OF PLUMBING. � „�: `^ / . B. OUTSIDE OF EACH SEPARATE SLEEPING 5. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 12 psf FOR ATTIC I I AREA IN THE IMMEDIATE VICINITY OF II. NOTG141N6 AND BORING OF STUDS JOISTS RAFTERS AS PER BUILDING CODE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf e<, f-) . , - .1 i THE BEDROOMS (GENERALLY THE HALLWAY) MECHANICAL. FUEL 6A5: - q" R-50 FOR FLAT CEILINGS P 15 psf FOR CATH. . - 5.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED , "` €<�,- I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE - 5.5" R-15 FOR 2"x4" WALL CONSTRUCTION NOR ANY POTENTIAL DAMAGE THEREOF. °"" G. EVERY LEVEL OF DWELLING NYS MECHANICAL CODE AND FUEL 6A5 CODE - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) - 5.25" R-21 FOR FLOORS ASCE 1-I6 (MINIMUM DES16N LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOL_DOVi DETAILS T"(F 1 GAL- NA I L- I NO/STRAFE I NO REOU I REMENTS FOR FASTENINO SCHEDULE A ALL HARDWARE TO BE INSTALLED_AS PER MANU. 5PEG.'s;MANUFACTURER U P L- I F T, SHEAR/ I$ LATERAL. Jul I N D RES S TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, a Q ALL STRAPPINO TO BE (Y4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAPAND ROUGH OPENING FRAMING REQUIREMENTS) 0) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE w *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (5GHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J CU FASTENER SPEC. FASTENER HOEDOWN A HOEDOWN B I CONNECTION A NA 1 L. 1 NO O R I D DESCRIPTION AND QUANTITY SPACING L0 FOFOUNDATIONST ROOF $ GE I L I NC FRAM I NO _� 70 „ I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d � (9 ENDWALL COMMON NAIL w/o PREBORED HOLES. >✓ ENDWAEL �"""„� 2„ RAFTER TO TOP PLATE (TOE-NAIL..) SEE PACE 6-005 PER RAFTER O � N Z 0 (5) 2x FULL (5) 2x FULL CORNER STUD „---”" AT RAFTER TO RIDGE 2.WOOD 15 ASSUMED TO BE DF,#2 d BTR. IN DRY USE a I HEIGHT STUD HEIGHT STUD CONNECTED TO "� " R•R• 2„ SERVICE SCD L0 CORNER STUD TRANSFER SHEAR CONNECTION: GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST � r— CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL c X � N TRANSFER SHEAR �y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL O 4- "SIMPSON""SIMPSON" HDQB FOR STRAP - 3 8 d COMMON ' . ' . ' . ' HOLES,5Er NEw MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PACE 6-005 EACH LAP 0 m C� HOEDOWN ANCHOR ® 2-I6d COMMON J` 0 �' 2-Ibd COMMON NAILS ® EA. END OF STRAP. • • • 4-J Ln LOCATIONS NOTED NAILS ® b O.G. d 4.NO MIXING OF NAIL 51ZE5 OR TYPES ALLOWED N NAILS ® b" D.G. d ON PLANS 10" O.G. IF BLOCKED ,,a -'f / GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 4-166 COMMON EACH LAP C 0 O ca l0" O.G. IF BLOCKED �` ' ' c CORNER POST FOR ROOF SLOPES UNDER 5:12 WITHC. S ?° 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q r Q. G O CORNER POST "'"""~-_ ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE USE 4 8 d COMMON NAILS ® 6RAPHIG BELOW) "SIMPSON" HDQB -., 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY HOLDOWN ANCHOR ® EA. END OF STRAP FOR ROOF SECTION 12.4 -PLACEMENT OF NAILS d SPIKES d TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END LOCATIONS NOTED ° a SLOPES OF 5:12 AND GREATER. GR 4-1. r1 1 ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END a° VI rAJ d •4 CONNECTION E31 62 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING CONNECTION: HOLDOWN INSTALLATION OPTIONS: FOR NEW P. GONG. FOUND.'s �„'' 0 ° FOR STRAP - 3 8 d COMMON NAILS ® E32~"' TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT HOLDOWN CAST IN PLACE w/llb"O THREADED ROD . '' EA. END OF STRAP: 0 . r'' S WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXI5T, P. GONG, OR NEWLY GURRED FOUND.'s • • "7/8"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETR" EXCEEDS THAT PERMITTED IN CONCRETE v41 'SIMPSON" SET (HIGH STRENGTH EPDXY --- 81 MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. m ADHESIVE), $ FOR TEMP.'S O°F-40°F USE "SIMPSON" AT 51MP50N $ H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) 4L4 HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • • FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW C.M.U. (GONG. BLOCK) USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOEDOWN FOR G.J. TO R.R. - q 16 d COMMON NAILS w/'1/8"0 THREADED ROD REQUIREMENTS FOR CONNECTION "~~" ""~ . U BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s(WHEN FOR AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOGKIN6 (FACE-NAIL) 2-I6d COMMON I� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE B OR BELOW HOEDOWN HOEDOWN 'r7)' __L6_d COMMON NAILS FOR G.J. TO G.J. - � I6d COMMON NAILS FLOOR FRAMI NC FOUNDATION ® ONE STORY ONLY .— OFOUNDATIONST FOR NEWLY POURED CONNECTION GI 1$ C2 HEIGHT STUD CORNERORNER • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST n l � � (5) 2x FULL L BRIDGING TO J015T (TOE-NAIL) 2-5d COMMON EACH END Q STUD " CONNECTED TO -� • BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQB (5) 2x FULL „.--" • �j2 „-i ° TO STUD CONNECTION: BLOCKING TO SILL or HOEDOWN ANCHOR® 2-I6d COMMON HEIGHT STUD ,..••-•„'"" • TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6 O.G. $ ..-~"" ON PLANS 10" O.G. IF BLOCKEDC I I, FOR STRAP - 3 8 Cl COMMON CORNER POST LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH J015T ° NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER JOIST I FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d CCWCN BELOW - 2 16 d COMMON NAILS NAILS ® 60 O.C. BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST ° BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ° • ROOF SHEATH I NCC STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST D14RJ CONNECTION DI I$ D2 SOLID PERIMETER EDGE ZONE ° 8d COMMON 6" EDGE / b" FIELD HOEDOWN INSTALLATION OPTIONS: BLOCKING® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. UP TO 4" RAKE OVERHANG - FOR NEW P. GONG. FOUND.'s „.„••••-""' HOEDOWN CAST IN PLACE w/-t/8"O THREADED ROD -. ��„"� • • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NC FOP, P. GONG, OR NEWLY GURRED FOUND.'s " „� • • W,1.5-41 ROD (PRE-DRILLED) EMBEDDED 12' INTO PLATES) CONNECTION: D2 CONCRETE w/ 'SIMPSON” SET(HIGH STRENGTH EPDXYI/2" MIN. lift ----~ ~~~ I 6YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ADHESIVE), b FOR TEMP.'S O°F-40°F USE "VMP50N" AT CORNER ° FOR STRAP - 3 8 d COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) END OF STRAP (WRAP STRAP UNDER SILL PL.) FOR EXIST, /NEW G,M.U. (GONG. BLOCK) SPECIFIED ON D I ° • WALL SHEATHING TYP. FOUND. NOTE . • FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN ` o ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - w/'7/8"4) THREADED ROD _2 —1(0- d COMMON NAILS STRUCTURAL PANELS 8d COMMON b" EDGE / 12" FIELD ° ALTERNATE CONFIGURATION - ABOVE STUD TO STRAP w/ ) 6YP5UM WALLBOARD 5d COOLERS 'i" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMP50N (OR Z NAIL_ I NO/STRA�i= NO @ W I NDON/DOOR HEADER ° 5TANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES --_ ~-- "-- w OF�LSTEA. Q TO ND n EA.JOIST-(FOR FLOOR SHEATH I NC (5UE3FLOOR) 2 ALTERNATE USE O NOTATION: SIMPSON H2.5A) 0 STRUCTURAL PANELS: A - NUMBER OF 8d NAILS m EA, END OF STRAPPIN6 (2018 WFGM,TABLE 5.1,P. 184) CONNECTION F_ " "" I" or LESS: Sd COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOOR5) (2018 WFGM,TABLE 5.255,P. 241) .- „"""' GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2016 WFGM,TABLE 5.250, P. 242; -„-”"""" • 7. ALTERNATE AS PER TABLE 5.251:1,P. 245) • D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE ,. """ ' I - NAILING REOUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. W A D (2018 WFGM,TABLE 51,P. 0,1) TAT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 5.22F,P. 288) PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HII6HER G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE ° ° ° SHEAR CAPACITIES, NAILIN6 REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.8, P. 141) ° ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ° ' 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E ~-". ° �° ° ° ° ° a FOR STRAP - 3 8d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IGD NAIL PER FOOT. ~" " ° ° - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING 5GHEDULE B "`~ ° ° END OF STRAP (WRAP STRAP UNDER SILL FL) GRAHAM -•••".. °a ° a SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS`'"" 9` FOR EA. PLATE TO STUD ABOVE $ OR BELOW - USED. RENOVATION (IN AGGORDANGE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) " " ~ ... 2_ _16_ d COMMON NAILS A NOTATION ROUGH A B G D E F G OPNG 475 LAKE AVE 21-011 2 1 I 1 I 1 SOUTHOLD, N.Y. 11971 41-0" 4 1 2 2 I 2 SPL_ I G 1 NO OF TOF FLATS GABLE ENDWALL PROVIDE (2) 2"X10" HDR (MIN.) U.O.N. 6'-O" 6 1 5 5 2 5 BRACING/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"x6" (MIN.) TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, 8'-o" 8 2 5 4 2 4 SPLICE BAYS BACK ® LESS PROVIDE LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'-o" O.G. TO AGHEIIVE RA1KE O.H. STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES 5€0 - FOR WIND - EXPOSURES BdG - lo'-o" 10 2 4 5 5 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE 12'-0" 12 2 5 6 5_1_±__1 BUILDING MINIMUM SPLICEBUILDING MINIMUM SPLICE 1,2',4 DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: Sd NAILS EA. END 12'-0" 2'-0"/2'-6" 12'-0" 5'-011 OF EA.STRAP ANG H0 R 5O L.T Si=E G I F I G AT I O NS I6'-0" 5'-0"/5'-4" 161-011 4'-0" ATTIC ®®3 . 00 20'-0" 4'-011/51-0" 201-011 5'-O" LOCKINIS 6"-12" SPECIFICATION (2018 WFGM TABLES 5.2A 8 5.28, P. 157-160) BACK ® 4'-OBOYG. CORNER 241-011 4'-0"/5'-0" 24-O b-O 5a" DATE: 09/12/23 3 OF 10 CONDITION FOR ALL STRUCTURES: 58 28'-O" 51-011/61-51, 28'-O" 1'-O" . /"� ANCHOR BOLTS ® 3q" O.G. � 32'-0" (01-011/71-611 32'-0" 8'-O" iv SECOND FLOOR Q NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-Top PLATE I. MIN. "i EMBEDMENT INTO CONCRETE BLO a� CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LEN6TH5,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40'-O" 8'-O"/10'-O" 401-0" r.. " PROVIDE AN EQUIVALENT NUMBER OF NAILS GKIN6 2 BAYS LJ END w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK ® 41-0" O.G. n 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" I5'-O" y'" CONDITION IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL IN EXPOSURE B TYP. STRAP w/0) TOP TWO COURSES SOLID 8d NAILS EA. END T 5.TABULATED SPLICE LENSTH5 ARE BASED ON 8 FOOT WALL b0'-O" 12'-0"/15'-0" 601-0" I6'-0" OF EA. STRAP , 'D 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI6HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY We,; 11 1 FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEISHT5 MULTIPLY THE ABOVE 70-O 141-011 70-O 14-011C / ` NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): ♦a a.. ,.� : f j:' ,`' 80'-O" 22'-0 " M ` ~�> r • ,. FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL- 1.125 N. (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 - II'WALL- 1.5'75 BLOCKING 2 BAYS 12'WALL- 15 THIS COLUMN w/MULTIPLIER BACK ® 4'-0" O.G. 4, COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MI S0ELLANEOUS FRAMINO ORAPH105 CITINUOUS BUILT-UP O IRIDERS, 3 OR MORI= SUPPORTS F I RE BL 0r,,<I NC FOR PLATFORM A00F_,) SRAM I NC (THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A FrOONNECTION ONNECTION PATTERN SCHEDULE (FOR ENC INEERED LUMBER De. WOOD 1--JOISTS] SEE MANU. SPEC.'5 FOR ADDITIONAL INFO.) a WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK BETWEEN 1/6 ASSEMBLY REQUIREMENTS: Q AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) a 1/4 of A WHEN GIRDERS MADE UP OF JOISTS NAILED p pESGRIPTION TOGETHER SIDE BY 512E ARE CONTINUOUS OVER I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES BINS WALL TTERN THREE OR MORE 5UFFORT5, JOINTS ARE TO BE AS FIRE-STOPPING. LU BLOCKING UNDER LOAD SEA MAX.52" LOCATED BETWEEN DNE SIXTH AND ONE QUARTER W cB OFFSET FROM SUPPORT EA (2)ROWS IOd NAILS m 12"o.c. THE SPAN LENGTH FZOM AN INTERMEDIATE 2. FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE JOIST J (�NON-LOA2 BEARIN5 WALLSUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. �.., LO THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q 0) STUDS STUD B (3)ROWS IOd NAILS o 12"O.C. p, 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE � •O SUBFLOOR (2)ROWS 1/2"Q BOLTS a 12"0.0.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. PLATE SERVE AS FIRESTOPPIN6. O O b7 SUBFLOOR G DBL.• ENDS TWO-PIECE Q BUILT UP GIRDER P MAX.52" AI INC: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE '� SOLE PLATE D (2)ROWS I/2"m BOLTS a I6"O.C. TWO-PIECE 6IRDER5 ARE TO BE NAILED FROM ONE �' Q JOIST SERVES A5 FIRESTOPPING. � � SIDE WITH IOd NAILS, TWD NEAR EACH END OF O C (V z O SOLE PLATE E (2)ROWS V2°Q BOLTS• 24"o.c. EACH PIECE, OTHERS STAGGERED WITH A DISTANCE $ 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF HOOD BLOCK 6 i BErWEEx I/b OR OF NONCOM-BUSTIBLE FILL. �- fi3 Y (2)ROWS 5-5/8"TRUSSLOCK SCREWS• 12"O.C. b 1/4 of A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL > x F SCREWED ON(U SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH CJ b. FOR PLATFORM FRAME GON5TRUGTION: THE SOLE C X � N (2)ROWS 5-5/8"TRU55LOGK SCREWS• Ib"O.G. SIDE W/ IOd NAILS, TWO NEAR EACH END OF EACH AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O Q I� (� 6 SCREWED ON(I)SIDE OF MEMBER JOIST, OTHERS 5TA55ERED w/ A DISTANCE OF 32" JOISTS SERVE A5 FIRESTOPPIN6. j Q (2)ROWS 5-5/b"TRU55LOGK SCREWS• 24"O.C. �, BETWEEN NAILS IN A HORIZONTAL LINE. O H SCREWED ox(I)SIDE of MEMBER "f. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND C J015T THREE-PIECE 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q p. O MAXIMUM OFFSET J (2)RO�5"TRU55LOGK 5cREW5• 12"O.G. BUILT UP GIRDER MAX.s2" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d SERVE AS FIRESTOPPIN6. t JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P NAIL5 ON EA. 512E N/ TWO NEAR EA. END OF EA. Q MATCHED SIZE OF BLOCKING STOPPING AND K (2)ROW5 5"TRUSSLOGK SCREW5• 16"O.C. PIECE, INCLUDING INTERMIDIATE JOINTS, AND W/ THE 3 8. THE HEADER SERVES AS FIRE-STOPPING. UNDER 51ZE O F BEARING FIRE SCR=I,,W ON BOTH SIDE OF MEMBER OTHERS STAGGERED w/ A DISTANCE OF NOT MORE PARTITIONS ) BEA O.G. BLOGKIN Sip L (2)ROWS 5"TRUSSLOGK SCREWS m 24"O.G. BETWEEN I/b THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. 41. TWO INCH WOOD BLOCKING OR THE EQUIVALENT SHALL SCREWED ON BOTH SIDE of MEMBER s 1/4 OF A BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO DOUBLE PLATE STRINGER TO SERVE AS FIRE5TOPPING. III FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS FLOOR, GE I L I NO BRAG I N5 IIN B AM5 d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR CANT LE\/ERED FL PLAN SHALL USE CONNECTION PATTERN'A'WHEN a"OR SMALLER FOR THE THREE-PIECE GIRDER. FRAMING SHALL BE FI H DEPT O AT THE BOTTOM WITH GABLE EN2WALL d CONNECTION PATTERN'B'WHEN lo"OR LARGER APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL ANCHORING: 2 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 2.WHEN SCREWING OR NAILING FROM BOP SHALL NOT BE REQUIRED WHEN THE BOTTOM OF BOTH SIDES OF MEMBER- FOUR-PIECE ' J STUD OFFSET FASTENERS 1/2'FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P GIRDERSTHE VERTICAL ARE TO BE SECURELY ANCHORED TO / 1 AL OPENING IS SEALED BY PLASTER ON THE GEILIN6 T MASONRY PIERS, NAILED TO WOOD POSTS OR THE V SOLE PLATE 2"x4"CONTINUOUS E'ABLTE ENDRU555 BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPATE ABOVE THE FIRE-STOPPING SHALL D SUBFLOOR LATERAL BRACE ® 6 O.G. LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED 2) lOd NAILS TRU55 OR AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL BAND G.J. PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON JOIST M IPi . �� ` NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE NA I L I NC PATTERNS FOR 5I E LOAI�E1� �� ( /) -LOCATIONS REQUIRUNG FIRE5TOPPIN5- AS FIRE5TOPPING. 10) 8d WOOD FIRESTOPPING FIRESTOPPING NAILS FIRE- FIRE- SOLE STOPPING STOPPING FIRE- FIRE- STOPPING STOPPING r , FASTENING RECOMMENDATIONS FOR SIDE-LOADED, U c MULTIPLE-PIECE MEM5ER5 { VERTICAL : W. � ^ FIRESTOPPIN6 WHEN JOIST 5d COOLER NAILS® 10 0. NAILED BOLTED N n coVER INC I5 APPLIED • Hys 2 Rows 2 BOLT J5" 2 Ro 15' d 14" n 2 RO WS 18 d B ROWS Ib TO UNDERSIDE OF i EA. BRACE NAILED TO BOLTS JOISTS BLOCK NAL •24 e0 BL rs Ts 2 "x4 DOL BOL V / COMMON COMMON „ G • G. BLOGKIN w/(4) IOd NAIL5 O.C.oosrAee�Ed a 12'O.G. e b e 12"O.G. a 12 O.G. STUD 20 ga.STRAP Two Rows 12"O.G. THREE ROWS 12"O.C. ° LOCATION I LOCATION 2 LOGATION 3 LOCATION 4 GYPSUM BOA " (10) 8d NAIL BEAM SELECTION w/ STD. NAILING ° ° ° 5 NONCOMBUSTIBLE ALTERNATE DOUBLE PLATE *5d COOLER NAILS ® 10" o.G' A5 NOTED IN NOTES "7 It 8 ° ° , , ° , LOCATION Q NOTE ENDWALL STUD ° FIRESTOPPING OF GIRDER SOLE HOOD FIRESTOPPING JOIST SHALL BE LOGATED DIREGTLY * DENOTES ALT.FOR USE OF DRYWALL 5CREW5 FIRESTOPPING LOCATION 5 LOCATION 6 VER STUDS, UNLESS TOP PLATE 15 4"a EDGE/12"m FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES DESIGNED TO CARRY THE LOAD SCREWS#b - Iy4"TYPE W OR 5 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STA66ERED TWO ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL O O O 0 0 O O O O O THIGGNE55 OF THE MEMBER,USE WA5HER5 UNDER HEAD AND NUT. `.2"SPACE NOT O TO BE FILLED NONCOMBUBF IRE STOPPG APPROX.""`"THICK INTERIOR 5TU2 2ETAIL OYE AI2 ROOF 5.STAGGER EACH Row of FASTENERS BY 12". FIRES TOPPING FR 4.FOR ATHREE-PIECE MEMBER THE SPECIFIED NAILING 19 OM EACH SIDE- ATTACHMENT ENT @ /ALLEY A7 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER. \ b.VALUES FOR NAILING CORRECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED LOCATION "I \ FOR 4"O.G.NAIL SPACING. STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: FIRESrOPPIN6 \ LOCATION 8 LOCATION q STRAPPING W/ 'T.2 ROwS of Ibd COMMON NAILS(I2"O.C)FOR DEPTHS 12'OR LE55 LOCATION 10 4 8d NAILS. EA. END 6 R.R. b.5 ROHS OF Ibd COMMON NAILS(I2'O G)FOR DEPTHS OF 14',Ib' FULL WIDTH VI BLOCKING OTA I LS Jul I ND L OA1� PATS CONNECT 1 ON I�ETA I L.S lu GONSTRUGTION D TOP PLATE DRILL 2"0 INTO ROOF NOT TO SCALE DECK FOR STRAPPING INSTL. INTERSECTION PETAL EXIST.OR NEW R.R.BELOW NEW R.R.SET w/ UPPER TOP PLATE LAPS 4 Iod CONTINUOUS LOWER TOE NAILS NOTED GOVT.BLOCKING TOP PLATE SPIKED TO R.R.'s K I N5 STUDS ALIGN NEW 3 EX. 7 R.R. AS SHOWN PLAN VIEW Roo,R RI INRLINE HED' WOOD 1.1015 WOOD -jai CRIPPLE STUD BLOCKING .J015 T HANOE HEADER z ERAL REOU I REMENT5 FOR 0ENERAL REG�U I REMENT5 FOR OI RDER/HEA2E 0 SEN G INCHED NAIL5 INSTALLATION OF 70E-NAIL5 JACK 5TU25 INSTALLATION OF L WOOD OI RDER WOOD JO 157 MAIN MEMBER -to s'- �- JOIST FRAMING O�/ER WOOD GIRDER JOIST FRAMINO FLUSH WITH OIR2ER/HEADER TYPICAL HEADER CONNECTION PROJECT: I. TOE-NAIL5 SHALL BE DRIVEN a AN ANGLE OF DIAM.X 5 APPROX. 30° w/THE MAIN MEMBER b STARTED APPROX. GRAHAM )(i THE LENGTH OF THE NAIL FROM THE MEMBER END, 1. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE RENOVATION THE MEMBER, STRAIGHT THROUGH AND BENT OVER NAIL IN TO A MIN. OF (3) NAIL DIAM.'s AT A 410° ANGLE 2. N OF THE THE EMIN.FOR THIS APPLICATION,SHALL BE AT THE MAIN RAFTER 51X TIMES THE DIAM. OF THE NAIL 3. To AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL WALL STUD WALL STUD BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST BOTTOM PLAT BOTTOM PLAT 475 LAKE AVE WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS SUB FLOOR IN EA. SIDE WHEN FASTENED TOA 2"xb" TOP PLATE. BATHTUB SOUTHOLD, N.Y. 11971 DO UBLE JOIST DOUBLE JO I S TOP PLATE DRAWING TITLE: GHIM. CHASE SECURINO @ STD. 512E WALL WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE .JOIST FOR NON-BEARINO WALLS ALTERNATI\/E RAFTER TO WALL STUD CONNECTION (SIM. ® CHASE WITHIN PLANE OF ROOF W STUDS TO ATTIC, FLOOR $ BLK'G TO PAGE: R/L SIDES w/STRAPPING TO R/L SIDES) � Q NINIRE515TANT O5TRUTION GONNETO5 ,LtI X -®®4 . ®® TOP PLATE ® O _ GHIM. CHASE WALL ° XQ PART NUMBER: NOTES: CON : AFTERS a RIDOE-TO-RAFTERS 0520 @ 21 APPLY TO EACH PAIR OF R ° QH-1 APPLY TO EACH RAFTER DATE: 09/12/23 4 OF 10 3° w RAFTER-TO-WALL az� o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER ROOF 0 PLA7E-70-WALL 57UD 6520 © 18" APPLY TO EACH WALL 57UD REQ D BLOCKING Q TO ALIGN w/STRAPPING 2ND.2ND. FLOOR WALL-70-157. FLOOR WALL LF7A or 0520 @ 56 APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE 0-6 Q � � THE FIRST FL. -!ll 0520 @ 12" y HEADER-TO-JACK STUD APPLY TO EACH JACK STUD ' FLoowCLG. O H5 APPLY TO EACH CRIPPLE 5TUD _ CRIPPLE STUD-TO-HEADER SHEAR WALL HOLD20WN ANCHOR 55TB16 APPLY TO EACH 51DEWALL END �{ WRAP UNDER DOUBLE SILL PLATE 15T. FLOOR-UNDER-51 LL PLATE 0520 (USE WITH 3" SOUARE WASHERS) Ob(z 512E VIEW PLAN '\/IEN USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. — � d — EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) DEMOLITION NOTE: DEMOLITION NOTE: a • CONTRACTOR TO REMOVE EXISTING 51DING ONLY AS PROVIDE 5HORINC AND SUPPORT TO ALL AFFECTED W NEW FOUNDATION WALL NECESSARY AND TO REUSE EXISTING 51DINO AS STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT NEW WOOD FRAME (L.G. MUCH AS POSSIBLE LU N 5TL. WHEN APPLICABLE) • ALL EXISTING ROOF 5HINC7LE5 TO BE REMOVED AND OF ANY DEMOLITION OR CONSTRUCTION. J (y) REPLACED NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL cl� O � WOOD FRAME (L.G. STL. ® P05T FOR 4 WALL5 O O WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR (o" WALL5), U.O.N. — O NEW 2-HR FIRE RATED z` O WOOD FRAME (L.G. 5TL. a O (U 0 WHEN APPLICABLE) CD ^ d' c � X � N OO O 4 C4 Om •�'' � C CVO � CD EXIST. WOOD DECK W EXISTING FLOOR, �� I I CEILING d ROOF / STRUCTURE TO REMAIN I II -------------,-- ------ ---- -------------_,------ ____-_CCC=-_J=__C==1�.____ Z• Ll • I III I II Jill III N n 1 i II I III � � W Jill EXISTING WINDOWS _ __- III IN I SAVE EXI5TIN6 WOOD TO BE REMOVED III 4_ J I_II I z z EXISTING SIDING WITHIN z z I II EXIST. WOOD • 1 II 1 E J 5UNROOM SUNROOM TO BE IL III DECK IN REUSED AT NE0 w III ItV S.F. vEXIST. IN EXTERIOR WALLS 0 I II I IIS S.F. GRAWLSPACE Jill II IN I T`_ , n I Ill U Jill II �� II III I --------------- --------------- Aft F I I L------------- EXISTING WALL, I I EXIST. OVERHEAD DOORS d WINDOWS -HOT WATER STORAGE TO BE REMOVED ALL EXISTING PLUMBING TANK TO REMAIN L FIXTURES b APPLIANCES TO BE Jcam REMOVED n n n K z j ___ KITCHEN DEMOLITION NOTE: z z EXISTING OIL TANK TO a BE REMOVED 0 to I r1u� CONTRACTOR TO REMOVE AND SAVEALL O to EXISTING BOILER TO PROPOS NETIRY TO E USED IN ID GARAGE I I I I II N U r-- BE REMOVED EXIST. LIVING 1 ___ ° r---� II I I �- -� II EXIST.E ROOM I DW BASEMENT 245 S.F. I I I I II EXISTING LOFT — — IST. EXIST. OPEN TO KITCHEN — II I I II EX BELOW 135 S.F. NCP SUMP(PUMP I II II b, EXIST.I IU a- F= I I c\,� �» 5----- III ROOM I N tu EXISTING ELECTRIC 0 EX15TINO BATHROOM 1 ��(�j)1// 200 S.F. PANEL TO REMAIN EXIST. w 1LI GRAWLSPAGE N U FINISHES d FIXTURES L J TO BE REMOVED - -------------- 4------ ------ ------ EX I I 1(� EXISTING WATER METER -__ \-/-I I1 I I 1 -------X� i� \ EXISTINGEXIST. 'BATHROOM #2 BATHROOM — — — — — — — — BATHROOM #I 45 S.F. EXIST. FINISHES bS.F. 011-1 FIXTURES TO - r-----------1 I -- r 4 S.F. BE REMOVED; L_J I \I ___ CABINET d 11 __ ___ I I e MIRROR TO ----_ F_7 I �-------�/ 2-O \ II BE SAVED EXIST. DOORS - L--------- i7 �\ II12 TO BE REUSED II 105 // L�- ---------- L w LI / II �/ �� LL 0 O U EXISTING BILCO DOOR ' II I ' III EXIST. EXISTING DOOR TO I BE REMOVED AND EXIST, EX III BEDROOM #I I FRAMED FOR NEW EXIST. CRAWL.SPACE H 140 S.F. POCKET DOOR CRAWL5PAGE III III Q III 0 III EXIST. EX WINDOW TO BE BEDROOM #2 REMOVED OPENING FORNEw 1:25 S.F.ViOPROJECT: EXIST. X. A.G. GRAHAM w� ----- ====T RENOVATION EXIST. ATTIC ACCESS HATCH LJ 475 LAKE AVE x T �_ ,I II SOUTHOLD, N.Y. 11971 LAUNDRY II II II ROOM II II II EXIST. III 255.F. _JI II BEDROOM #5 III DRAWING TITLE: 175 S.F. II _ZZZ:�j RCETHPP AD wiii i PROPOSED DEMOLITION PLANS STACKABLE I EXIST. III_I UNIT. SEE I WINDOW TO BE III CONSTRUCTION REMOVED Jill PLAN FOR LOCATION. II EXISTING FLOOR FINISH II I d STRUCTURE TOE II I 0 REMOVED;AT AREA WHERE STORAGE 15 PAGE: EXTENDED. SEE EXIST. MECH, CONSTRUCTION PLAN ROOM — — — —— — — — —— A-101. 00 DATE: 09/12/23 5 OF 10 EXISTING STORAGE 65 S.F. �11;�RED A,401�r f EXISTING DOORS TO BE REMOVED � y FROFOSF_I�) FOUNDATION DEMOLITION PLAN FROFCSED FIRST FLOOR DEMOLITION PLAN FROFOSED SECOND FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 0ENEAL5""r �50L <F-�' : ,- - - - - - - I- - - - - - - - - - - - - - EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT / I d WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) I 0 NEW WOOD FRAME (L.G. F-=- NEW FOUNDATION WALL I W UJI STL. WHEN APPLICABLE) I J m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q :t N WO WOOD FRAME (L.G. STL. P05T FOR 4" WALL5 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL I � P05T FOR 6" WALLS), U.O.N. I O NEW 2-HR FIRE RATED �., }; CO WOOD FRAME (L.G. STL. — — — — — — — — — — d c � z 0 WHEN APPLICABLE) �c6 , 2 x cv OO O 4- O FOUNDATION PLAN NOTES I J 0 4-J � BURIED PROPANE TANK: OI I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK EXIST. 2.INSTALL AS PER MAU. 5PEC.'5 CRAWL5PACE 5.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY d STORM WATER STRUCTURES, 3 BURIED UTILITY LINES;REFER TO SITE PLAN FOR INSTALLATION LOCATION. n O RESERVED 5 I � � Q� T EX I� W 3 W 5 MODIFIED I I T m BASEMENT 534 5.F. II U c- SMOKE DETECTOR / CO DETECTOR NOTES: — — — — — O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I I • EXISTING SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SUMP PUMP n l HARD WIRED TO EACH OTHER w/BATTERY BACKUP. W 2.INTERCONNECTION BETI^IEEN NEW 6 EXISTING DEVICES SHALL NOT BE REQUIRED WHERE EXISTING ALARMS EXISTING ELECTRIC PANEL TO REMAIN Q ARE NOT INTERCONNECTED, AS PER NY5 R514.4. 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND 3 PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 12L 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. 5M/CO EX15TINO EXIST. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTSEXI5TIN6 BASEMENT w/1 ORAWL5PACE EX �" I\ k OPENINGS TO BATHROOMS w/SHOWER OR TUB. WATER METER 6'-6 C.H. 5. INSTALL ALL AS PER MANU. 5PEC.'s 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE 0 FREEZE PROOF HOSE BIB: O FASTENED w/MA50NRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) NEW GAS CONNECTION5: O • PROVIDE NEW PROPANE LINE FOR GRILL HOOK UP AT REAR DECK;H.O. TO VERIFY EXACT LOCATION • PROVIDE NEW PROPANE LINE FOR GENERATOR; GENERATOR FILED UNDER SEPARATE APPLICATION II EXIST. EXIST. GRAWLSPACE CRAWL5PACE II II A-301 - I I A-301 II II H Z W U D H- >-L _ Q PROJECT: GRAHAM EXIST, SLAB RENOVATION ON GRADE 475 LAKE AVE SOUTHOLD, N.Y. 11971 DRAWING TITLE: PROPOSED FOUNDATION PLAN PAGE: 01, 4 A-102m00 t DATE: 09/12/23 6 OF 10 p A PROPOSED FOUNDATION PLAN 50ALE: 1/4" SEVERAL S`1`1� SOL <F-)'00' : HIGH EFFICIENCY LAMPS: NOT LESS THAN 9O% OF THE PERMANENTLY INSTALLED NEW PARTIAL HEIGHT LIOHTIN6 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMP5, AS PER 2020 NY5 EGG R404.1 EXISTING TO REMAIN � WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) NEW WOOD FRAME (L.G. Fou� - NEW FOUNDATION WALL HOT WATER PIPING INSULATION:STL. WHEN APPLICABLE) � NEW I-HR FIRE RATED MECHANICAL SYSTEM PIPING AND HOT WATER PIPING W _t ® MIN. (2) 21x4" STRUCTURAL SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN co WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS R403.4 4 R403.P, THE �LOWING CONDITIONS PER 2020 NYS EGG WHEN APPLICABLE) (MIN. (2) 2"x6L0" STRUCTURAL Q � C � I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING POST FOR 6" WALLS), U.O.N. FLUIDS >105°F OR <55°F (R403.4) O ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. 2. PIPING J" AND LARGER IN NOMINAL DIAMETER = } 0 **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** 3. PIPING SERVING MORE THAN (i) DWELLING UNIT �--+ � FRAME WALL BETWEEN DOOR 4 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE Z � WINDOW SOLID w/ STUDS 4 FASTEN 5. PIPING FROM WATER HEATER TO A DISTRIBUTION O O CV i EACH TO CONTINUOUS HDR w/ a Ln 51MP50N 0520 5TRAPPIN6 6. PIPING LOCATED UNDER A FLOOR SLAB WINDOW CHART I MANIFOLD � ' EGRESS CLEAR FASTEN RIPPED HDR TO 7. BURIED PIPING C X O (V OPENING (5.F) LIGHT VENT EXIST. WOOD WALL FRAMING 4 ADJOINING 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS O 0 O 4 0 ROUGH OPENING WINDOW DIMENSION 0 m 4-- r TAG TYPE MODEL # PROY. DECK TOP PLATES ® CORNER w/ OTHER THAN DEMAND RECIRCULATION SYSTEMS. � TEMP. PROV. PER 3"xb"x0.036" THK. 6ALV. 5TL. 4-J '� Lo WIDTH REQ'D: 20" PER UNIT 860 S.F. O N 0 (>3 HEIGHT RE0'D:24" UNIT (S.F.) PLATE (OR EQ.) 4 (6 6D BOX WIDTH HEIGHT WIDTH HEIGHT _JIOPEN REQ'D: 5.'75.F.11 (S.F.) NAILS, AS PER NYS i�o2.3.2 Q �- FASTEN RIPPED HDR TO PROV. I RISER 36'-by2" A -]F-NOT USED 77 F- I WALL FRAMING 4 ADJOINING I 24'_-1- 13' ly2' TOP PLATES ® CORNER w/ B (2) DOUBLE-HUNG 2 - TW210410 3'-O �"- IE5'-0 �" 2'-11 1" 5'-O i" 5.81 (EAJ7 10.45 (EA.) 5.83 (EA.) 3"xb"x0.036" THK. 6ALV. STL. _ PLATE (OR EO) # (6) 8D BOX 3-a (51-111n 1 'SREUSE EXIST.* „ [7 11.52 (TOT.) 5."16 (TOT.) NAILS, AS PER NYS R602.3.2 REUSED WINDOW W G (I) DOUBLE-HUNG 51-011 3-3 - (EST.) (EST) -6 108 G FROM\, , FRONT D (2) DOUBLE HUNG 2 - TW3046 �L-51-2 �" 4'-5 i" 3'-1 i" 4'-5 i" 5.82 (EA.) 10.31 (EA.) 5.75 (EA.) _ EW _ _ _ _ I N (3) 1.75"x9.5" T.J. 2.0E MIGROLLAM LVL 12 Q 4J HDR EXTENDING ACROSS ENTIRE WALL 4 RIPPED TO PITCH OF EXISTING R.R. pyl x C, (SEE SECTION I-I/A-301) W r 10 T 13'-9" -6 PROPOSED EXIST. WOOD m GREAT ROOM ►n _ 540 5•F•_ SLOPED GEILIN61_ m SCK e� -� _ _ PROVIDE NEW JENN 11 S.F. FALSE BEAM -6 AIR" SELF-GLEANIN6 ELECTRONIC WALL I PROPOSED OVEN W/OVERHEAD(3) EXISTING COLLAR (3) 11.8'15" 2.0E MIGROLLAM W/(2) .5" / 1 MIGROI^IAVE v STEEL FLITCH PLATES;BOLT 12" OG KITCHEN TIES TO BE NATURAL LIGHT Is EX• WRAPPED IN WOOD FmOOR SCHEDULE _ UP/DOWN W/ " THRU BOLTS _ VENTILATION -� - DOOR MATERIAL AREA 511 S.F. PROJEIDN AIR" OO N W - 13'-5y2° NATURAL LIGHT 4 _ o VENTILATION S.F. REQ. S.F. PROV. RADIANT U m ODIFIED FLOOR TAG DESCRIPTION MANUFACTURER p 0 FIRE NOTES LIGHT GOOKTOP W/ I O m DINING ROOM AREA 162 S.F. n 1 40.9 S.F. 86.6 S.F. �/ Q to RATING DOWNDRAFT z Ibo S.F. z S.F. REQ. S.F. PROV. Q WIDTH HEIGHT � F Q �Q'D -- � - - IL20 MIN. RATED VENT (3) II.B'I5" 2.OE MIGROLLAM W/(2) .5" 20.4 S.F. 6'1."1 S.F. EX J LIGHT SELF-CLOSING REQ D _ STEEL FLITCH PLATES;BOLT 12 OG =! _I REOID 13.0 S.F. 72.0 S.F. T UP/DOWN W/ " THRU BOLTS ( Q IIEXIS 0 I O O Q �p O 1 �Q,D 6.5 S.F. 50.0 S.F. FIRST FLOOR C4 O O' SLANTED z z VENT *REUSE O w I LOFT STAO I I O N 101 SWING 2'-6" 6'-6" • • (L-i (L I I 1 a O EXISTING IR w v � I- --JN - I -IF- PROVIDE NEW FIREPLACE T! OUTLET J 102 POCKET JELD-WEN 2'-2" 6'-6" • INSERT 4 GAP EX. CATHEDRAL) f - - GEILIN6 E PR �'-I" _ - EX. � HEDRAL- - 103 POCKET JELD-WEN 2'-6" 6'-6" • DIST' ATHR m c +LIN6 �� m PROV. NICHE S 104 POCKET JELD-WEN 2'-4" 6'-6" • O - 65 S.F. I I I SHOWER B�NGH I EXISTING ELECTRIC u- 105 105 SWING JELD-WEN 2'-6" 6'-6" METER TO REMAIN `p U 01H) PROP. LINEN 106 POCKET JELD-W2 EN '-4" 6'-6" • in 0 6 0 - iv LIA21E 3-7 4 rn 10777 12 POCKET JELD-WEN 2'-2" 6'-6" • I Q I 6 O - Ex I III p � W, O PROP 6 108 GLIDING PATIO ANDERSEN II Q 6 8 IS S.F_ 104 BAT# m m G. DOOR i2 4 8 12 101 , 102 lob I O MDFD. - - - - 3 GO 105 6:_y2: 6_5.1=. I I lo-► 3Y2° EX : 3 T • EX. SM EX. SM3 I I w �EX. PATIO I i 1 � vt � MODIFIED BEDROOM #1 �t 6'-0" Ko. EXIST. EX v 166 S.F. HH5HT. EXIST] BEDROOM #2 T I m A-301 A-301 POP UP GEILIN6 w HEIGHT TO 6'-O" I II R FLOOR PLAN NOTES '1'1" GL6. HCHT. EXI5T. A�T' PROJECT: v Q - DOOR NOTE: MODIFIED LAUNDRY ROOMWINDOW NOTE: < : N a a 10'_y Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O5 I. NEW WASH / DRY HOOK UP AS NECESSRY 10 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN - - ' -- 2 ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). uGRAHAM 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/ SIZE OF EQUIP. INSTALL AS PER MANU. SPEC.'S. p - 10'-II" ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 3. PROVIDE HOOK UPS AS REQD PER MANU. IO .1011 R O 0�� RENOVATION OV 3.NOTE DOES NOT INDICATE EACH NEW POOP, SEE DE516NATIONS 4 WINDOW SCHEDULE. 4 rr r 3 PROPOSED;SEE DEVONATION5 4 DOOR SCHEDULE. DRYER EXHAUST NOTE: 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS � `G E I ACCESS I EX SM/GO 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR I. DUCT SHALL TERMINATE TO EXTERIOR AND DOORS" ON PAGE 6-002. p i HATCH WALL5,U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. N NATURAL LIGHT EX L 5. INSTALL AS PER MANU 5PEC.'s OPENINC75 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTILATION tD 6.PROVIDE (2) 2"x10" HDR., U.O.N. 3.DUCT SIZE AS PER MANU. 6 IN 6 IGEN FOR ALL S. OL. LIGHSHALL +€ OPERABLE PANELS OF FLOOR 166 S.F. o 475 LAKE AVE 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER AREA -)>L EXIST. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN SWINGING, SLIDING, 4 BIFOLD DOORS CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 6.2. WITHIN 15" OF F.F. S.F. REQ. S.F. PROV. LAOOMY 5 SOUTHOLD, N.Y. 11971 RESERVED CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 6.3. WITHIN 24 OF A DOOR cV O 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING LIGHT - 25 S.F. - SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO 15.0 S.F. 32.11 S.F. EXCEED 6 FEET AND SHALL BE LISTED AND LABELED 6.5. WITHIN TUB/SHOWER ENCLOSURES READ �D MODIFIED IN ACCORDANCE WITH UL 2156A. 6.6. SEE ALSO GENERAL NOTES ON PACE 6-002 VENT ih w BEDROOM #3 DRAWING TITLE: 7.5 S.F. 1'1.3 S.F. STACKABLE WASHER 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D "i. SEE PA6E 6-003 FOR FRAMIN6 ELEMENTS AROUND REQ'D EXIST: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM DRYER 140 S.F. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST (2) 2"x10" HEADER U.O.N. s S.F. PROPOSED FIRST FLOOR PLAN DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PERDRYER 1O SCREWS NYS 8312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS FRONT YARD 5ET8AUG VENT 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LE55 THAN 24 ABOVE F.F., THAT ARE MORE THAN 72 2"X6" STUD WALL B LOCATION TO THE WALL OR ROOF TERMINATION. THE ABOVE 6RADE OR THE ADJACENT SURFACE AT THE EXIST. ELECT. 50 ---e EXIST. MEGH ""0.0.;.;PROVIDE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 BUILDING EXTERIOR. 6. WATER HEATER ill TYPE 'x, FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° TO REMAIN . GYPSUM BOARD ROOM AT STORAGE AREA BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EGRESS NOTE: NATURAL LIGHT � NOT INCLUDE THE TRANSITION DUCT. IN COMPLIANCE WITH NEW YORK STATE BUILDING FA I ss S.F. VENTILATION PAGE: CODE, 5EGTION R310.2.1;THE FOLLOWING MEANS OF NEW EXHAUST FAN SHALL BE INSTALLED WHERE EGRESS SHALL BE FOLLOWED: 13 FLOOR O 140 S.F.VENTILATION 15 NOT MET BY MEANS OF NATURAL AREA CIRCULATION THROUGH WINDOWS OR DOORS TO NET CLEAR OPENING........... 5.1 S.F. S.F. REQ. S.F. PROV. ®� ■ VENT OUTDOOR SPACES AS PER NY5 MEGH. CODE SECTION NET CLEAR HEIGHT............... 24" MINIMUM 00 (2) 9.5 LVL HDR. LIGHT 403.3.2.3; INSTALL AS PER MANU. SPECS NET CLEAR WIDTH................. 20 MINIMUM _ REQ'D 11.2 S.F. 20A S.F. A/C NOTE SMOKE DETECTOR / GO DETECTOR NOTES: EX. T1�1ED : VENT NEW FLOOR: STORAGE 5.6 S.F. 11.6 S.F. O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT II I. EXIST. AIR HANDLER 4 AIC CONDENSER TO REMAIN REQ D O I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); 2.PROVIDE NEW HOT WATER COIL IN EXIST. AIR HANDLER 4 ab S.F. DATE: 09/12/23 7 OF 10 SMOKE I CARBON MONOXIDE COMBINATION DETECTOR SCREW PERIMETER OF 5HEATHING 6" O.G. 4 12" O.G. ® CONNECT NEW BOILER TO NEW COIL HARD WIRED TO EACH OTHER w/BATTERY BACKUP. INTERIOR. ALIGN HTS. THROU6HOUT. 3.RE-ROUTE 4 EXTEND COOLANT LINE 4 DUCTWORK A5 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 2.NEW FINISHED FLOOR PER H.O. SELECTION REOV FROM AIC, GOND. 3y2" SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS ARE NOT INTERCONNECTED, AS PER NY5 R314.4. NEI••! TILE FLOOR: NEW PLUMBING FIXTURES: EX. Ex. 3.PROVIDE SMOKE/CO DETECTORS A5 INDICATED, AND O I. NEW TILE FINISH (H.O. TO SELECT) UPON 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. PER GENERAL ELECTRICAL NOTES PAGE 6-002. 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. 4.SMOKE / GO DETECTORS TO MAINTAIN 3' MIN. - ALL SUPPLY PIPING TO BE COPPER HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS 3. NEW DUROGK CEMENTBOARD (OR EQUAL) UPON ALL WASTE LINES TO BE PVCII'-by2" I '-4" 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SOREN; \0 a'; 5. INSTALL ALL AS PER MANU. SPEG.'s SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. ® BOILER 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR INTERIOR. 13 NEW NAVIEN NHB-110 CONDENSING PROPANE WALL-HUNG -by2 IN COMPLIANCE WITH LOCAL GODS ({✓ `' �� O BOILER (OR APPROVED EQUAL). TYPICAL BATHROOM NOTE: RESERVED I. DIRECT VENT THROUGH WALL. 4 O I. WALL BOARD 2. F.A.I. THROUGH WALL. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 3. INSTALL PER MANU. SPEC.'S `•:'.- � ALL BATHROOMS PROPOSED F I RST FLOOR FLAN � 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND THERMOSTAT: SHOWERSFLROORNDS 14 I. PROVIDE NEW THERM05TAT FOR I ZONETUB G SSCALE: I/4" = I'-O" 2. 1,566 a'•'v (ENTIRE DWELLING) .F. HAE31TABLE SP/4GE; 1,-725 S.F. 5ROSS AREA 0'F 2.1. NEW TILE FIN15H (H.O. TO 5ELEGT) UPON 2. H.O. TO SELECT MODEL; INSTALL AS PER 2.2. CONCRETE MUD-SET (SLOPE 1/6" PER FOOT MANUF. SPECS TOWARDS DRAIN) UPON 2.5. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR, WRAP DRAIN 4 ATLEAST I6" UP WALL5 ELEVATION NOTES HATCHED AREAS INDICATE NEW WORK (TYP) m Q OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Lu CONSTRUCTION STANDARDS J m 2. H.O. TO VERIFY FINAL COLOR k MATERIAL SELECTION BEFORE INSTALLATION Q NEW ASPHALT ROOFING; H.O. TO SELECT COLOR; }' N STYLE BY 'GAF TIMBERLINE' (MIN. 50 YR. WARRANTY) p 0 PROVIDE CONGEALED FLASHING AT ALL ROOF >: 0 OO INTERFACES. N z a • co , � d- TYPICAL SIDING: r. 3 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS C 0 3 N 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION 0 m Cfl / \ BEFORE INSTALLATION c0 vv-+I/- SIDE YARD ® REQUIRED; H.O. TO SUPPLY EXTRA EXI5TIN6 51MIN6 Q N Q 5ET8AGK REUSE EXISTIN6 5IDIN6 WHEN PATCHIN6 I5 0 0 o { /,_0 AS NEGES5ARY r— 0 ok EXISTIN6 ROOF; v4 NO PPROPOSED O ENOT USED p 15HIN&LE5 ONLY NOT USED / — NOT USED — 70 4-' ONEW DRYER VENT: M SEE NOTE ® PLAN NEW BOILER DIRECT VENT: -- -- O INSTALL BOILER DIRECT VENT AS PER MANU. SPEG'S IN ENV F WEST PROPERTY ULL CONFORMANCE w/VTING CLEARANCES REQUIRED PER NYC MG EN SEE AL50 NOTE FLPLANS. 04. LINE EAST PROPERTY ® OOR // \\ LINE NEW BOILER FRESH AIR INTAKE: // \\ O INSTALL AS PER MANU. SPEC.'S •r—^ El o 101 \ Lz / W `- clO \ F.F. AVERAGE GRADE SOUTH ELEVATION (FRONT) SCALE: 1/4" = I'-O" I EXISTIN6 ROOF; I NO PROPOSED 2 GHAN6E5;NEW rNO XISTIN6 ROOF; SHINCLE5 ONLY PROPOSED HAN6E5;NEWHINGLES ONLY EX EX Z : W � e O � D ❑ O O V 12" MIN. F.F. ui H a 0 NEST ELEVAT 10N (LEFT SIDE) PROJECT: SCALE: 1/4" GRAHAM RENOVATION 475 LAKE AVE SIDE SOUTHOLD, N.Y. 11971 DRAWING TITLE: EXI5TIN6 ROOF; NO PROP5ED CHANGES;NEW PROPOSED EXTERIOR ELEVATIONS SHINGLES ONLY I EXI5TIN6 ROOF; EXISTIN6 ROOF;NO PROPOSED NO PROPOSED GHAN6E5;NEW GHANOE5;NEW SHINGLES ONLY SHINGLES ONLY —_ EXISTIN6 �--� -� �- SKYLIGHTS 7 �----- -� — _ TO REMAIN— - -- 2 ® 0® - -------- --- ---- - - ----- — — -- ------------- — — - ----- ----- -- - -- - - DATE: 09/12/23 8 OF 10 X, Ex. l08Ir � ? 3 to F-AST ELEVATION (RICHT SATE) NORTH ELEVATION (REAR) SCALE: 1/4" = P-O" SCALE: 1/4" = 1'-O" BUILDING SECTION NOTES NEW ROOFING NOTE (TYP.): O I. INSTALL NEW ASPHALT ROOFIN6;H.O. TO SELECT Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS W OVER 5.INSTALL 15 # 5UILDIN6 FELT(U.O.N) OVER J co 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE d HIPS (AS REOV) (\J 6.PROVIDE RIDGE VENT (AS REOV) c Lr) 1. FLASH ALL VALLEYS w 8.INSTALL DRIP EDGE A5 REOV 9. INSTALL ALL AS PER MANU. SPEC.'S .-- TYPICAL ROOF 8 CEILING GONSTRUGTION: L � � O • NEW ROOFING A5 NOTED _ /\' O � CU w O • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD 0- co _U) d SEAMS) � X CV • R.R., G.J., S G.T. AS NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) 0O 0 � C9 • PROVIDE R-4Q BATT INSULATION WHEREVER ALLOV^ED 0 m ; PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE"i" EX. R_IDLE HEIGHT -J N O L0 THK. SPRAY FOAM INSULATION (R-4q ® R-7/INCH) ELEV, +25.2' ------------------------------------- Q 0 0- D 0 • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES NEW EXTERIOR WALL GONSTRUGTION (TYP): OO • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON • 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PLYWD SEAM5) UPON • 2"x6" STUDS ® I6" O.G. w/DBL. TOP PLATE HDRS. PER PLAN • MIN. R-21 BATT INSULATION PROVIDE 51MP50N H2.5 OPEN •• EXISTING 2"X4" STUDS AT EXTERIOR MIN. R-21 CLIPS TO ALL R.R. 77— SPRAY FOAM INSULATION (3" THICK;R-7/INCH) NEW HDR RIPPED TO PITCH OF EXIST. R.R. (DEPTH ® — v • 5/8" GYPSUM BD. WALL FINISH I - SMALLEST PLY SHALL BE NO FALSE BEAM TO - ^-�_ --� _------- ------i—�---_- _--- —�� --- - 70 NEW 51MINO NOTE CNP.): LESS THAN-7.25") OUT EXIST. MATCH :-_____.rr_ R.R. ® NEW HDR 8 FASTEN w/ O I. INSTALL NEW SIDING AS GALLED OUT ON ELEVATIONS SIMP50N LRUZ HANGERS. PACE A-201 2 • 2."TYVEK" HOUSE WRAP (OR EQUAL) PROP. GEILIN6 POP UP 3.INSTALL ALL AS PER MANU. SPEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION \ OPEN // \ PROPOSED MODIFIED -i- 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL cV \ \ • GREAT ROOM BEDROOM TYPICAL FLOOR GONSTRUGTION: 3 u 5 I. FINISH FLOORING TO SELECT `T s \\// \ Q =_ 2. 5/4" T40 GDX PLYWD. 5U5FLOOR GLUED d SCREWED ! _� ' /\ ' ' r , 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL / \ / r r v 'X' BRACE ® MID5PAN 4. MIN. R-30 BATT INSULATION (ONLY BETWEEN FIRST - PROPOSED EXIST. FIRST FINISHED FLOOR FLOOR AND FOUNDATION) --------- _� KITCHEN 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM J015TS ELEV. +q.5' RAI5ED FLOOR CON5TRUGTION: - -- - -- - - r n v J X. 1. RIPPED 2X SLEEPERS ® 16" O.G. ON TOP OF EXISTING EX \ OPEN i FLOOR 5HEATHIN6, Q 2. NEW FLOOR HE 16HT TO MATCH SUB FLOOR OF AVERAGE GRADE _ _ _ \\ i PROPOSED KITCHEN. ------ ---- — 3. 5/4" Tdb GDX PLYWD. 5UBFL0OR GLUED 4 5CRENED ELEV. +7.5' EXISTING EXISTING /j�\ EXISTING 6 CRAWL SPACE GRANL SPACE CRAWL SPACE A-401Aim 4. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTSEX. CRAWL SPACE FINISHED FLOOR ELEV. +5.6' _ NAVD88 DATUM ELEV. 0.0' ------ SEOT I ON I -I/A-301 SCALE: 1/4" = P-O" z w O U W H a 0 PROJECT: GRAHAM RENOVATION EX. RIDGE HEIGHT ELEV. +22.3' -----------------------------�_----- 475 LAKE AVE SOUTHOLD, N.Y. 11971 EX. G.T. FX R•R EXIST 2 DRAWING TITLE: ATTIC J BUILDING SECTIONS DESIGN DETAILS EXIST PROP movIF D \ ;t BEDROOM HALL / EDR M \\ 3 4 4 PAGE: riN \ i EXIST. FIRST FINISHEDFINISHEDFLOOR A-301m00 RA6GRADE EX.F.J. DATE: 09/12/23 9 OF 10 AVEE ELEV. +75' EXI5TIN6 EXI5TIN6 CRAWL SPACE CRAWL 50AGE EX. CRAWL 5PAGE FINISHED FLOOR ELEV. +5.6' ------ �,`�t'��4�'a .r trl.rte •`' \ SEOTION 2-2/A-50I 1 1 SCALE: 1/4" = 1'-0" a 0 w w ca J m c Lr) o rn 7o O c nJ z 0 a •co X cv o .- 0 oom N c6 ul) ¢ O a O E6END HOT WATER SUPPLY O 5/4" HW (CLOSED Q NOTE: EXIST. AIR �,._.._..� GOLD WATER SUPPLY V LOOP HANDLER LOCATED k 5Y5TEM) H pQa IN GARAGE ATTIC I I PROP. BATHROOM #2 1 EXIST. MECH. EX15T. PROP. BATHROOM #1 PROVIDE "ABESGO FP200 FR EXPANDING FOAM" (OR EQUAL) M ROOM LAUNDRY w I KITCHEN ROOM AT ALL PENETRATIONS IN FIRE I RATED WALLS AND FLOORS/CEILINGS. PRODUCT CONFORMS TO ASTM E 814, p� _oo z Q4 A57M E 84,AND UL 14'Iq II m I INTERIOR SHUT-OFF r l 1 Q I '4 FOR H05E BIB �p� zI I I Iv W.G. U I UWU �I I V x 3 I I v 13 U NEW FREEZE PROOF H05E BIB zl z dJ - Y H N z1 iV z s :v z I •v W G w/VACUUM BREAK FASTENED z I° m W PIPE FASTENERS (PRECISE Q `ryi Iry SHOWER cV I �n m I Q O cVl I� N I I N ivl �ry SHOWER `c\v I :� -I I m U DW WASHER - - _1 1- LOCATION T.S.D. IN FIELD - -- _-----i-____-___-� CONSULT W/ OWNERS n 1 �_--------- 1 ' ----------- ------ --- 1------------- W L.._.._.._.._.._..� ._.._.._.._..L.._.. - .._.._.._.._.. .._.._..�.._.._.._.._.._.._.._.._.._.. _ .�.._.._.._..J.._.._.,_. _.._. _..L.._.._.._.._1. CONNECT TO :- 0 EXIST. WATER SUPPLY SYSTEM TO STREET j F ATER MAIN _.._..> N Q PIPING PENETRATIONS: 1. PROVIDE "ABE500 FF200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOOR5/GEILING5, 2.PRODUCT CONFORMS TO ASTM E 814, A5TM E 84, AND UL 14-M NOTE: I Y ALL PLUMBING d FLUME I I�I/� R 1 SER — 5UPPL 1 FUEL C WORK SHALL CONFORM TO LOCAL 50ALE: NT5 ATTIC/ROOF PLUMBING CODE s FUEL GAS EX15T. MECH. ROOM VERIFY SIZE O w/MANU. VERIFY SIZE Z IL W MANU. w m VERIFY SIZE IF- CONNECTION w/MANU. v FOR GRILL REAR DECK 6A5 SUPPLY It fn :&ENERATOR H Q D PROJECT: N 1,000 G. BURIED GRAHAM PROPANE TANK RENOVATION PROVIDE "ABE5CO FF200 FR EXPANDING FOAM" (OR EQUAL) IL 4" FRE5H AIR VENT AT ALL PENETRATIONS IN FIRE 475 LAKE AVE RATED WALLS AND J L THROUGH ROOF FLOOR5/0EILING5. PRODUCT — V I CONFORMS TO ASTM E 514, SOUTHOLD, N.Y. 11971 3::i ASTM E 84, AND UL 149q 5GALE: NTS Q DRAWING TITLE: I PLUMBING RISER DIAGRAMS --r----?"_ 2„ PROF. GAS RISER DIAGRAM _ _ -r----------- - I r 1 BATHROOMLIOTE: PROP• I PROP. EXIST I I 1 ALL PLUMBING WORK BATHROOM I KITCHEN LAUNDRY I SHALL CONFORM TO v i 1 1 # I 1 ROOM I I I LOCAL PLUMBING CODE 1 O 12:, j2 — 12" j 2 1 2..1 N� i I 21:1 1 �„ I2 I' ASEREO'DAN T PAGE: EXIST. F.A.I. TO IL WIG II W REMAIN P-101no 145HOWERI I- " :211 ISHOWER 1- I DW WASHER G.O. 5 2 0 511 G.O. DATE: 09/12/23 10 OF 10 G.O. 4" 4" HOUSE MAIN DRAIN G.O. 411 TO SEPTIC 5Y5TEM r r�. # FLUME3I NC 1t' 15ER - 17)1zA I N / NA5TF / VENT 5GALE: NTS