Loading...
HomeMy WebLinkAbout49913-Z TOWN OF SOUTHOLD ,a 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 #: 49913 Date: 10/19/2023 Permission is hereby granted to: Hughes, Lauren 1143 Governors Way Vero Beach, FL 32963 , To: construct accessory pool house as applied for. At premises located at: 665 Royalton Row, Mattituck SCTM #473889 Sec/Block/Lot# 113.-7-19.33 Pursuant to application dated 10/6/2023 and approved by the Building Inspector. To expire on 10/18/2024. Fees: ACCESSORY $405.50 CO-ACCESSORY BUILDING $100.00 Total: $505.50 Building nspector n TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ltl : wtw �,>�ktl�olltonr► . Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D PERMIT NO. Building Inspector: 0 C 6 C 20 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Il T)FVT- Owner's Authorization form(Page 2)shall be completed. t 0VV '­17 Date:October 6, 2023 OWNER(S)OF PROPERTY: Name: Lauren Hughes SCTM# 1000-113-07-19.33 Project Address:665 Royalton Row, Mattituck, N.Y. 11952 Phone#: Email:hugheslaurene@gmail.com Mailing Address: 1143 Governors Way, Vero Beach, FL 32963 CONTACT PERSON: Name: Brooke Epperson 'I Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email. DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Proposed Pool House $135,000 Will the lot be re-graded? ❑Yes SONo Will excess fill be removed from premises? Eyes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC Non-Conforming this property? Oyes®No IF YES, PROVIDE A COPY. IM Check Box After Reading: The awns.I q b aetor/design professional Is responsible for all drainage and storm crater Issues as prarldad by Chapter 236 of the Town code. APPUGTION IS MENY MADE to the Building Department for the Issuance of a Sulldlns Permit pursuent to the SuGft zone ordinance of the Town of southoid,sutfolk,county,New York and other applicable laws,Ordinances or Regulations,for the construction of butldlap additions, or for t+emowl or demolition as hetNn described.The applicant agrees to comply with ail applic"laws,ordirmwo, eode, code and I is and to admit audtortted Inspectors on premises and In building(s)for necessary inspections.hlse sbb m o mads herok►aro punish"as a Clue A misdemeanor pursuant to section 210AS of the Now York state penal law. Application Submitted By(print name):AM P Architecture NAuthonzed Agent Downer Signature of Applicant: Date: STATE OF NEW YORK) II// Ss- COUNTY OF50� LAX4_4-tn-/1k.�s3 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file thith. BARBARA H.TANDY Sworn before me this Notary Public, State Of New York A6086001 day of Qualified In Suffolk County � 20 A 3 o.on E T xpirefiAgam Notary Public r PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) p I, residingat MI foW do hereby authorize AMP Architecture to apply on 4t,y behalf to the Town of Southold Building Department for approval as described herein. Owner's Si ature Date Print Owner's Nam 2 1i,x,wlwoam u - •Rl as�u.¢s san rc¢Iw mw mm..1]i csncs O>ws aw)n wn,ror ecwxc>Ic az[a�llav m •(.1 ComCTal - _ 400 Ostrander Avenue,Riverhead,New York 11401 to 1.631.7272303 fax,.631.721.0144 r adminnyoungengineering,com g Howard K Young,Land 5vrveyor Thomas G.Wolpert,Professlonal Engineer u g Robert G Tast,Architect e Doug! E.Adom5,Profe5slona Engineer k 5 µ hw V Robert 5tromskl,Architect w, SITE DATA ryiry, \ AREA = 31,151 50. FT" SUBDIVISION-"ESTATES OF ROYALTON"FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB".22,2018 A5 FILE �. NO.12105. d RO 1 rc r " RSI �'ar e3 L=44.47 _R ry , '' p 5MVEYOR'5 CERTIFICATION WE HEREBY CERTIFY TO MARRATIME CAPITAL, LLC THAT 2' a "" a 4es Cyp I TRS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE � N . A550VATION OF PROFESSIONAL LAND SURVEYORS. .rr 'F " 0 1 J I V9 •w Lot 4 ' $ V�� 5ubdivi5lon - d ahr "Estates of Ro 01ton31' o. 4 r^^! lLHOWARD W.YOUNG,NY,5.L.S.NO..45899 Y x rns - ��. SURVEY FOR MARRATIME CAPITAL, LLC R=100.001LOT 4 "E5TATE5 AT ROYALTON" ca,� s5 L=5.a € totr 1 a ,on� `. at Mattituck, Town of Southold RIen„ "� 5uffolk County, New York "�,� FINAL SURVEY County rax MOP Mtr.e 1000 5-t— 115 Block 07 Lot MAC FIELD SURVEY COMPLETED MAY 13,2021 MAP PREPARED MAY 15,2021 LEGEND Record of Revlslons REV15ION DATE BBA =BELGIAN BLOCK APRON FIN. L».��`, .._�...�... ..,.�.... - .,.�.�. N2V-10 ,2J BBG = BELGIAN BLOCK CURB CIE =CELLAR ENTRANCE �^ GH =CHIMNEY SANITARY MEASUREMENT5 GMF =CONCRETE MONUMENT FOUND AI 8 GMS =CONCRETE MONUMENT SET i....... =WATER METER ST 18' 37.5" MF =WOOD STAKE FOUND 5 DB 25' 42' 40 O 20 40 80 120 ro W5 =WOOD STAKE SET • =END OF DIRECTION/DISTANCE LPI 57 53 SGQIe: . IV's SS�sS�Ys Q a �l3LLJ Hu J LLJ cu k Lf) 0 -6 '70 O O N z 0 'co t2 SITE AYOUT NOTES: P 0 J E T S C O P E : � � : O O O 4-+ O m � L N ca 0 I. THIS 15 AN ARCHITECT'S SITE PLAN 4 15 SUBJECT TO VERIFICATION B'r A LICENSED Q O a O SURVEYOR. THE INFORMATION REPRESENTED ON THI5 51TE PLAN 15 TO THE PROPOSEID FOOL HOUSE -QQ I ,QQ PROJECT LOCATION &SCOPE ARCHITECT'S BEST OF KNOWLEDGE. SITE PLAN & ZONING DATA n 1 2. SURVEY INFORMATION WAS OBTAINED VJ FROM A SURVEY DATED MAY 15, 2021 AND PREPARED BY: `� �-OO2 ,QQ GENERAL NOTES YOUNG AND YOUNG ., 400 OSTRANDER AVENUE ENERGY TABLE 4—jRIVERHEAD, NY IIcIOI �A7A ; STRUCTURAL DESIGN CHARTS Vr 1 • — rj-QQ�j,QQ HOLDOWN, ANCHOR BOLT, W M PROJECT / ZONING DATA STRAPPING, & NAILING DETAILS ,�J W FASTENING SCHEDULE • TAX MAP # 1000-113-07-101.33 ,QQ FRAMING GRAPHICS ZONING DISTRICT AG NON-CONFORMING BEAM CONNECTION PATTERNS U LOT AREA 0.7 ACRES FIREBLOCKING DETAILS CofO - SINGLE FAMILY #420102; 3/13/22 DWELLING - I O I .00 PROPOSED LAYOUTS r^ CofO - INGROUND SWIMMING v J ��' POOL #43406; 01/101/22 n 1 L=201.83 I VJ �► '�_ _ PROPOSED GROSS AREA Q c Acc�ssor�Y si=rBAc - --- - A-201 .00 PROPOSED ELEVATIONS / �_ _ FIRST FLOOR AREA 561 S.F. PROPOSED BUILDING SECTION rPROPOSED CONSTRUCTION DETAILS LOT COVERAGE u PROPOSED POOL HOUSE W/ COVERED PORCH; % LOT EXISTING p HEIGHT < IS'-O" / / DESCRIPTION (FOOTPRINT) AREA COVERAGE POOL; NOT N PART OFTH15 FILING TOTAL LOT AREA 31,15"1.0 S.F. ai � _ 0 � 12 O' lo'-O"!PROP. I / EXI5TIN6 DWELLING 2,600.'7 S.F. 8.39b Q EXISTING PATIOS AT DWELLING 7201.01 S.F. 2.3% 0 � 44.0, / PROPOSED POOL HOUSE 341.0 S.F. 1.1% PROPOSED COVERED PATIO 220.0 S.F. 0.130 TOTAL AREA OF ALL STRUCTURES 38011.6 S.F. 12.5% "MAXIMUM LOT COVERAGE ALLOWED - 20% 1 / ACCESSORY STRUCTURE REQUIREMENTS PATIO / 5OUTHOLD GODS 280-I5 POOL HOUSE RaRD. PROPOSED COMPLIES / MAXIMUM HEIGHT 18.0' 15.0' YES w PATIO GONG. PAD MIN. SIDE YARD 10.0' 44.0' YES o v / MIN. REAR YARD 10.0' 1(1.2' YES I BUILDING MAX. S.F. 1,200.0' 561.0' YES XISTING 2 STORY / POOL HOUSE M.S.F. 350.0' 341.0' YES Lu Q Q WD. FRAME DWELLING (4 BEDROOMS); PROJECT: NOT PART OF THI5 / FILING EXISTING EXISTING GARAGE CONCRETE HUGHES DRIVEWAY DRAINAGE CALCULATIONS POOL HOUSE / NEW IMPERVIOUS SURFACE AREA; 561 S.F. PORCH PROPOSED POOL HOUSE 2" RAINFALL EVENT (.17) X SURFACE AREA = 013.5 C.F.I / G.F. OF REQUIRED STORAGE 665 ROYALTON ROW (1) 5'(P DRYWELL PROVIDES 42.2 G.F PER FT. OF DEPTH MATTITUCK, N.Y. 11952 EXIST. WALKWAY / (.17 X SURFACE AREA) / 42.2 = RORD. 2.2 VER. FT. VERTICAL FEET OF DRYWELL I PROVIDE (I) � X 3' DEEP DRYWELL DRAWING TITLE: V0 PROJECT LOCATION & SCOPE / DRAINAGE SYSTEM INSTALLATION NOTES: SITE PLAN & ZONING DATA W A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 8 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC !n COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE EDGE OF ALL FOUNDATION WALLS / m0 A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 4 CONCRCONNED TE ALINESE35 AND PROPERTY CONNECT ALL LEADERS TO NEAREST DRYWELL PAGE: R=188.46 L=101.00 G-00loOO *�-3� / =--------------------------------------- DATE: 10/06/23 1 OF 6 of 0 `rAL70N R 0 N SITE FLAN SCALE: I" = IS'-0" NOTES I$ SPED f I GAT1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS 51TE WORK A55REVI A I I O I`lS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP TRS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 815) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. PR ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. 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 GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, a 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TIN6 BY AN APPROVED RECEIVE CLARIFICATION FROM ARGHITECT/ENOINEER PRIOR TO PROCEEDING. BFE BASE FLOOD ELEVATION INT. INTERIOR Q 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GENERALGREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. BLDG. BUILDING K KI_jFPS (1000 LBS) 0 I. NO WORK TO START UNTIL APPROVED PLAhdS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REOUIREMENT5 OF THIS DOCUMENT STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING W PROVIDE SILL SEAL/IN5ULATION. SIZE OF BILL TO BE (2) 2"xb",UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD SITE. STOCKPILE ALL EXCAVATED MATERIALS. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPEGIFIGATIONS LuAPPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR EIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS J co APPLICABLE AS A DERIVED WORK). 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS,TREE B.O. BOTTOM OP MAX. MAXIMUM (o 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4 AT FLUSH FRAMING USE 16 6A&E METAL JOISTS HANGER5 BY "TECO" OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE Q +_' N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. BOT. BOTTOM MEGH. [MECHANICAL 0 :C L0 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, OYP5UM, HARDBOARD, AND STRUCTURAL 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. _ b7 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR &RADINO B.O.W. BOTTOM OF WALL MIN. MINIMUM � 0 AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. FOUNDATION, CONCRETE. AND MASONRY G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ia88 +� z � 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT L- Z 0 OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE O N INCLUDING END-JOINTED AND EDGR 6LUED LUMBER, SHALL BE IDENTIFIED SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF a- "CD L0 .,C d- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7 ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE ARADEMARK OF A LUMBER GRADING OR INSPECTION S THE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CONT. CONTINUOUS EO.C. ON CENTER T 2 x 0 N WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH A5 THE SHALL BE CLARIFIED WITH THE ARGHITEGT/EhdGINEER BEFORE PROGEEDIN6 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE p 0 O ." WITH THE WORK. 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL DBL. DOUBLE OCG. OCCUPANCY 6 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE NS GDA OF THE GEMARK LRADNOA ENCY WHIG DGOIMPLIES NIITH THE OR � 0 m b. NO DEVIATIONS OR CHANGES IT THE NOINGTURAL SYSTEM SHALL BE MADE P T REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-a4. 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/5Q. FT., U.O.N. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION O N 0 CO UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. Q O a 2 O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FA5TENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS DIM. DIMENSION P. GONG. POURED CONCRETE 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS OTERWISE NOTED BEFORE THE START OF FRAMING ON PAGE 0-003. GENERALLY, 5HEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I I510.1 STRUCTURAL GLUED LAMINATED D.J. DECK JOISTS PL. PLATE ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY 5TATE AND LOCAL CODES. EA. EACH PLYWD. PLYWOOD ^ ` APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NG PREFABRICATED 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS w 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 UNTIL I� TIER OF FRAMING IS IN PLACE. ELEV. ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FA5TENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JO15TS, THI5 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. EQUIP. EQUIPMENT REQ'D __j REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL 12. EXAPPROVED EQUALTERIOR SHEATHING TO BE COVERED WITH. 'TYVEW HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'5 CODE 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED EVALUATION REPORT. EXIST. EXISTING Ri -� RISER II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA SOLID WITH CONCRETE. 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 EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. / 1 UNSUPPORTED EDGE SEAM5 OF EXTERIOR SHEATHING. U51NG STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF v ■ 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 ASTM P5456 STANDARD SPECIFICATION FOR EVALUATION OF 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 26 F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 14. PROVIDE X CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE n \ D RESPONSIBLE FOR DESIGN INTENT ONLY. DAYS OF 4p00 P.5.1., U.O.N. `j J EXCEED 8'-O" AND AT EVERY 5'-O". 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FAR FLOOR AREA RATIO BTL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 11. GONG. SLA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE b MIL. POLYETHYLENE VAPOR BARRIER UNDER F.A.V. FRESH AIR VENT S.V. SMART VENT ■'�J 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE FF -� FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL � 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 SCHEDULE AS 60VERNING BUILDING CODE, AND ANY ADDITIONAL REOUIREMENTS AS BROOM GLEAN. NECESSARY. 5ET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - I FF ELEV. FIRST FLOOR ELEVATION TEMP CSL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DE516N DRAWINGS, (1) WALL TIE PER (3) 50. FT. - r , 15. THE GONTRAGTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND ST'RAPPIN5 ADDRESSED ON PAOE5 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS v rTHK. THICK c LIABILITY INSURANCE. ALL SHALL COMPLY P41TH STATE AND LOCAL CODES 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, L AND ORDINANCES. 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. FOUND. FOUNDATION T.O.W. TOP OF WALL ENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM C36 SPECIFICATION FOR GYPSUM ■ 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, A5TM G37 SPECIFICATION FOR GYPSUM LATH, OR ASTM 074 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD �0- THE SPECIFICATION FOR &YP5UM SHEATHING BOARD.SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FROM FOOTING TO 2" ABOVE FINISH GRADE. COMPLETION OF PROJECT. 101. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. FRAME TYP. TYPICAL n 1 AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASK HARDBOARD OF OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED Q ARCHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. ORD SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. AOA►NST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHEAIATE WHICH SHALL CONTAIN 2`� COPPER 1.8 STRUCTURAL PANELS: 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED 5RU5HIN6, DIPPING, OR 50AKIN& UNTIL THE WOOD ARCHITECT/ENGINEER. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD ;>aM7 15 ATTRIBUTABLE TO BODILY INJURY, 510KNE55, DISEASE OR DEATH OR TO ABSORBS NO MORE. AL50, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS 5HALL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 16. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND H.D. HOLD DOWN w/ WITH MANUFACTURER SUCH A5: HANGER5, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND - - < ITSELF INGLUDIN6 THE LOSS OR USE ACTIh16 THEREFROM). (B) 15 CAUSED IN OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER 5D., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY WHERE EVER APPLICABLE. HDR HEADER WD. WOOD WHOLE IN PART ANY NEGLIGENNTT ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY la. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. HNGR HANGER ZR -� ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOISIAP PACIFIC LIAN2OE 1.9E MIGROLAM CONCRETE SLAB5 TO HAVE 6x6 10/10 WELDED WIRE R:EINFORGIN6. HOR. HORIZONTAL B. GEORGIA PACIFIC 2.0E 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND11 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED A. TRU55 J015T McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY „ BUT NOT LIMITED TO FORM-WORK, BLOCK-WG�RK, FRAMING,NAILING, PLACING AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8, SPEC .'s TO BE INSTALLED AS PER MANU. .s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT I NSULTI ON EE�lESTRTI ON REQUIREMENTS OF CONCRETE, ETC. ARE TO BE CAREFULLY aUPERVISED BY THE CONTRACTOR DEEP 4 3-O BELOW GRADE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR 5YSTEM5 SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNING BUILDING CODE, AUTHORIZATION OF THE ARCHITEGT/EN6INEER:. AND ANY ADDITIONAL REOUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL GLASS WINDOWS AND DOORS GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE COMPONENT COMPLIES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE'_ FOR ANY SHOP DRAWINGS REOUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE VALUE CITATION (PER 2020 NYSEGGC) NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT. 2. CLASS 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 THIRD5 OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS U-VALUE ■ 0.25 MAX.U-VALUE ■ 0.52 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTIN6 WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIQ4.1 CELLULOSIC 3. ALL SLIDING CLASS DOORS, 5KYLIOHTS, AND ANY CLASS UNIT INSTALLED FENESTRATION U-VALUE AIR LEAKAGE ■ 0.30 GFM/SF MAX.AIR LEAKAGE ■ o.so GFM/SF YES EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G20a STANDARD SPECIFICATION FOR WITHIN IS" OF FINI5EP FLOOR SHALL BE OF INSULATED TEMPERED CLASS, PER R402.45 d TABLE R402.1.4-CLIMATE ZONE 4 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INI5ULATIN6 BOARD. UNLESS OTHERWISE NOTED. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOE5. F(CATHEDRAL CEILING R-41 SPRAY FOAM INSULATION'1" MIN.R-VALUE ■ 44 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH VALUE THICK(R-'7 PER INCH) PER TABLE 8402.1.2 -CLIMATE ZONE 4 YES SPECIFICATIONS,UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MANUFACTURER'S SPECIFICATIONS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I EXTERIOR(2"xb")WOOD R-21 BATT INSULATION MIN.R-VALUE ■ 20(CAVITY) YES 22. PROVIDE FIREBLOCKIN& AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 259 OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE FRAME I^IA►-L R-VALUE PER TABLE R4o2.1.2 -CLIMATE ZONE 4 ::1 �� 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A&AIN5T ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION ENERGY CONSERVATION CONSTRUCTION CODE. OF THE HOLE SHALL NOT BE OL05ER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. COMPLIANCESTATEMENT, UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS TTO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN COPYRIGHT PROTECTION ACT OF IagO (AWCPA),WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CR055-5ECTION. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLAB5 DOORS, WINDOWS, OR COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ANY OTHER TYPE OF &LA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. SPECIFIES THE REQ'D NAILING FOR THE SHEATH (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 102 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 Z NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 w SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 2 STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC,s). ASME 518.2.1 5QUARE AND HEX BOLTS AND SCREWS (INCH SERIES). q• ALL WINDOWS TO BE MARVIN. IF CONTRACTOR 15 TO SUBSTITUTE WITH 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND✓FLOOR PLANS. U 2.2.3. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE WOOD FRAMING, AND L BY THE A TO FOUNDATION - PAP WOOD FRAME 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REOUIREMENT5 OF ANSVTPI I NATIONAL DESIGN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH CONSTRUCTION MANUAL BY THE AMERICAN FOREST # PAPER ASSOCIATION WOOD POSTING TO BE BLOCKED SOLID TO FOUND.WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE CHARACTERISTICS OF THE MARVIN WINDOW SPECIFIED. THE It (AF4PA) AMERICAN WOOD COUNCIL (AWG). TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REOUIREMENTS CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, WALL w/STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK &ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/ (2) I/2" ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® REQUIREMENTS. .. PLUMBING CODE. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND' ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS �- 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" TE CAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE a MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORSSHALL TEMPERED 6LA55. 7A5L.E R501 .7 HOWEVER, WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS.MEET THE REQUIREMENTS OF THE 60VERNING 5UILDIN6 CODE AND ANY CLIMATIC # GEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC, IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ &LAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. MISSILE TEST OF A5TM E1c1a6 AND ASTM E1886 AS MODIFIED BY 2020 NY5 BG CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG STANDARD SECTION 501.2.1.2.1. &ARAOE DOOR GLAZED OPENING PROTECTION SHALL MEET GROUND SNOW LOAD 25 LB5 H/ 6" RI5E 4 w/ (2) 3/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. I 7 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES,, AND STAPLES. THE REOUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ALLOWABLE HUGHES GENERAL WIND PROTECTION CONNECTION NOTES: SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. AN51/DDEFLECTION BASIC II5. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL STAPLES 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY 5 POOL HOUSE CONSTRUCTION;5STD 10-aq AND 2018 550 HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REOUIREMENTS AS SET FORTH IN THE A THICKNESS OF NOT LESS THAN J"AND A SPAN OF NOT MORE THAN & 5HALL L/180 CONSTRUCTION MANUFACTURER'S CODE EVALUATION REPORTS. 5E PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN55, FOUNDATION HALLS, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFINO SHINGLESPREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B 18.6.1 INTERIOR WALLS 4 PARTITIONS H/180 i. ALL SLOPED ROOFING 5HINOLE5 SHALL BE OAF-GLASS-A ASPHALT ROOFING NOOD50REW5 (INCH SERIES). PER THE ANGHORA&E METHOD SELECTED IN ACCORDANCE WITH TABLE WEATHERING SEVERE 665 ROYALTON ROW 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF ISG SHALL CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FLOORS 4 PLASTERED CEILINGS LM(60 FROST LINE DEPTH 3'-0" MATTITUCK, N.Y. 11952 BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE ON THE BUILDING. NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE ALL OTHER STRUCTURAL MEMBERS L/240 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. PLUMBING DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED 6,ALVAMZED. I. ALL MECHANICAL CONNECTIONS SPECIFIED A5 "SIMPSON" MAY BE I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALLS W/ PLASTER OR STUCCO FIN15H H/360 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. SYSTEMS TO NYS PLUMBING CODE AND NYS DEG REGULATIONS. ICE BARRIER REQUIRED YE5 GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. EXTERIOR WALLS - WIND LOADS W/BRITTLE FINI5HE5 L/240 SHEATHING AND 51DIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. SPECIFICATIONS. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION EXTERIOR WALLS - WIND LOADS w/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 3. ALL LOADING CAPACITIESSHALL MATCH EXACTLY OR EXCEED VALUES AND AT BASE OF VERTICAL WASTE PIPES. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "51MPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL RAFTERS EXCEPT WHERE COLLAR TIES Cr I"xb" OR 2"x4" LUMBER IS 4. USE 4" CA57 IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER 6. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF LOADING VALUES, ESST H SHALL CONTACT ARCHITECT IF ANY CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE LOADING VALUES ARREE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" FOOT. RAFTERS. PERMITTED 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: 57RUG7URAL 17E51 C N LOA17)5 PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR - DISH WASHER.........................................2" 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - KITCHEN SINK........................................2" 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - LAVATORY...............................................2 USE LOAD DEAD LOAD OO2 16" WITHIN 4' OF EXTERIOR CORNERS. &. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 5HONERMB••••••••••••••••••••,•••••••••••••••••••••2" - OO THE SEALANT TO UPLIFT FORGES USING ASTM D 6561. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - TOILET........................................................3" LIVE ■ 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAUNDRY .................................................2" EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - FLOOR DRAIN..........................................3" OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECK5 40sf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT 6. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4" p BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY THROUGH ROOF. DATE: 10/06/23 2 OF 6 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. DRAIN COCKS AS REOV. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf ELECTRICAL: PROTECTION. IALL EWLY INSTALLED ELECTRICAL. NWORK OR APPLIANCES SHALL CONFORM 2. ALL GYPSUM BOARD SHALL BE i/2" ON WALLS AND CEILING, UNLESS 1. 20N NATIONAL ELECTRIC GORE, NFPA 70 AND APPLIANCES NEW YORK STATE OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ATTICS WITH STORAGE (MAX CLEAR HOT > 42"9 20 psf 15 psf ENEROY CONSERVATION CONSTRUCTION CODE. DEEMED APPLICABLE. INSULATION WITH BACK FLOW PROTECTION. I. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf ,� ,',,.; .'t"°:,l � 1. >,-1� .;;'� 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CEP UPON 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. a. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL a'„.', .,11,.,E "^, COMPLETION OF WORK. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FOIL TO BE PLACED TOWARD WARM SIDE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. gip,"tgiiA''4 , % IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING SLEEPING ROOMS 30 psf 15 psf . 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 10. APPROVAL AND INSPECTION I5 REQUIRED BY LOCAL JURISDICTION PRIOR d I` ; - GENERALLY,VERIFY OR PROVIDE HARD WIRED CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED $Y TO CONGEALMENT OF PLUMBING. STAIRS 40 psf 15 psf d ',r I lji ; ` "T SMOKE DETECTORS w/BATTERY BACK-UP IN: CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE _. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE FOUNDATION WATERPROOFING. 11. NOTCHING AND BORING OF STUD5, JOISTS, RAFTERS AS PER 5UILDINO CODE. '_ =-v <�l .::" NO NOTCHING AND BORING OF STRUCTURAL MEMBERS 5HALL BE PERMITTED GUARDRAILS AND HANDRAILS 200 sf 15 psf f r � A. EACH SLEEPING ROOM TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS P p ��°14'A , 2 •`� '" r- TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF. ;.,°'.o'e k B. OUTSIDE OF EACH SEPARATE SLEEPING - 9" R-30 FOR FLAT GEILIN65 r• ! ". 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - 8.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 12 pFOR ATTIC 6 AREA IN THE IMMEDIATE VICINITY OF ALL OPENINGS. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION MECHANICAL, FUEL GAS: ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf IS pO eP FOR CATH. THE BEDROOMS (GENERALLY THE HALLWAY) - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION 1. MECHANICAL AND FUEL SAS SYSTEMS SHALL COMPLY w/THE 11 G. EVERY LEVEL OF DWELLING 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. - 5.25" R-21 FOR FLOORS NYS MECHANICAL CODE AND FUEL 6A5 CODE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) ASCE 7-10 (MINIMUM DESIGN LOADS FOR 5UILDIN65 AND OTHER STRUCTURES) HOLDONN DETAILS 7"r I C AL NA I L I NC/STRAF'fi I N REQU I REl�EDITS FOR FA5TENINO SGHEDULF_ A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER U F'L I F T, SHEAR, $ LATERAL WIND RE S I 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, d Q AND ROUGH OPENING FRAMING REQUIREMENTS) 0 "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "51MP50N" EQUIVALENT - 0520 (COILED 5TRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE w FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (5GHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J co FASTENER SPEC. FASTENER HOEDOWN 'A' HOEDOWN B GONNEGTION A NA L I NC CRD DESCRIPTION AND QUANTITY SPACING E tL j FOR NEW 4 EXIST. FOUNDATIONS ROOF l$ GE I L I NO FRAM I NO p AT RAFTER TO RIDGE �� I.DIM's ARE ALL MIN.B's BASED ON USE OF ONLY A Ibd — CU ENDWALL .•..,-... CONNECTION: COMMON NAIL w/c PREBORED HOLES. i z ENDWALL "„- - ” RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER (5) 2x FULL (5) 2x FULL CORNER STUD "--,o-~" �^ 2 2.WOOD 15 ASSUMED To BE DF,M2 4 BTR. IN DRY USE a � � HEIGHT STUD HEIGHT STUD ONNECTED TO « ••-„ FOR STRAP - 5 a d COMMON R.R. 2" SERVICE •CD � -Y CORNER STUD TRANSFER SHEAR NAILS a EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST U /CONNECTED TO n `3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C G x � CV TRANSFER SHEAR „ (EVIDENT DURIN6 INITIAL INSTALLATIOW PREBORE THE NAIL C SIMPSON HDGB .� • •— •— . GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP O 0 — (D FOR ROOF SLOPES UNDER 5:12 WITH HOLES,SET NEW MEMBER. m HOLDOWN ANCHOR a 2-Ibd COMMON • • '� -C 0 a�'',, 2-I6d COMMON ROOF SPANS OF 24' OR GREATER, LOCATIONS NOTED NAILS ® b D.G. 4 USE 4 8 d COMMON NAILS R, ' ' ' 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N NAILS a 6 O.G. # GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP C 0 O O" O.G. IF BLOCKED ON PLANS 10 O.G. IF BLOGKE '•.,, .. . . cc CORNER POSTEND OF STRAP. ?n 5.5EE SECTION 6 FOR ANY RECT TO CLINCH THE NAILS(TO Q r a G 0 CORNER P05T .."~`~ ..„ TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-005 PER TIE " THE ABOVE A55UMES A RAFTER 6RAPHIC BELOW) "SIMPSON" HDGB HOLDOWN ANCHOR a 5PACIN6 OF 16" O.G.; FOR 5PACIN65 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END LOCATIONS NOTED ° OF 24" O.G., INCREASE NAILING BY A SECT 4ION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE CR ON PLANS a FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END GONNEGTION BI $ 52 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING CONNECTION: HOLDOWN INSTALLATION OPTIONS: 70 ..'" • ,.-''�" FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 a d COMMON NAILS ® EA. E32 "'-r~ � TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON ' PER FOOT 4-1 HOLDOWN CAST IN PLACE THREADED ROD •,./ • • . END OF STRAP. • .'`- sm WHEN IN TOWN OF 15LIF OR NAILING I TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG, OR NEWLY CURBED FDUND.'s • • • • n 7/5"4P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN W CONCRETE w/ "SIMPSON' SET(HIGH 5TRENGTH EPDXY BI • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT I J 51MP50N # 2A (OR EQUAL) RAFTER TIE , �~ 4In (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES R • FOEXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 3 8 d COMMON NAILS '""~-••.... FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN USE SAME . TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD w/7/a'V THREADED ROD CONNECTION ""~~ •„_.„ „„„�„„ FOR G.J. TO R.R. - cl I6 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, U C REQUIREMENTS FOR --~„ 2-I6d COMMON '-' PER FOOT RAISED G.J.'s (WHEN AT G.J. TO G.J. GONNEGTION: ENDJOIST, or BLOCKING (FACE-NAIL) APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW HO1_DOWN �G� HOLDOAN �D� 2 16 d COMMON NAILS FOR G.J. TO G.J. - a Ib d COMMON NAILS FLOOR FRAMING . — FOR, NEW 4 EXIST. FOR NEWLY POURED GONNE FOUNDATION a ONE STORY ONLY GTION GI C,2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST FOUNDATIONS ; W (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT STUD CORNER STUD ONNECTED TO BLOCKING To JOIST (TOE-NAIL) 2-ad COMMON EACH END TRANSFER SHEAR V AT STUD TO FLOOR A55EMBLY "SIMPSON” HDGa (5) 2x FULL ° BLOCKING TO SILL or HOLDOWN ANCHOR a 2-I6d COMMON HEIGHT STUD - .-' G2 ”" ” TO STUD CONNECTION: 5-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6 O.G. # _,. TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 5 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST CORNER POST ° NAILS a EA. END OF STRAP JOIST ON LEDGER To BEAM (TOE-NAIL) 3-ad COMMON PER JOIST M FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d CCI—MCN BELOW - 2 d COMMON NAILS BAND JOIST TO J015T (END-NAIL) 5-I6d COMMON PER JOIST NAILS ® " Oz.\ ~~' .,~� "„-'""'„ "'"•~ BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT e ° ```•. ROOF SHEATH I NO STRUCTURAL PANELS: INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD "SIMPSON" STHDI4 GONNEGTION DI l$ D2 SOLID PERIMETER EDGE ZONE s ad COMMON 6" EDGE / 6" FIELD BLO7`_ UP TO 9" RAKE OVERHANGGKIN6 HOLDOWN INSTALLATION OPTIONS: m EA,BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s ....•--••'""""' HOLDOWN CAST IN PLACE w/-715"0 THREADED ROD .-- """� • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NCC SHEATH I NO FOR EXIST. P. GONG. OR NEWLY CURBED FOUND-'s ° • 7/b"4, THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE "SIMPSON" 5�(HIGH STRENGTH EPDXY 0 1/2" MIN. ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT FROM GYPSUM WALLBOARD W 5d COOLERS 7" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) CORNER ° ° FOR STRAP - 5 5 d* COMMON NAILS a EA. OSPE FILED ON I ° ' END OF STRAP (WRAP STRAP UNDER SILL FL.) WALL 5HEATHINO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • H + FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE 6 OR BELOW - w/7/a"4' THREADED ROD 2 16 d COMMON S STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ° d ° ° ALTERNA-E CONFIGURATION - ABOVE STUD TO 6YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ° FLOOR CONNECTION w/ # LPT4 5IMP50N (OR _.-„_ STRAP w/0) z EQUAL) a PLATFORM TO SILL PLATES -- "'""'" ad NAILS® EA.END NAIL NCC/STRAF'F' NO c� W I NOON/DOOR HEADER 5TANDARD/ALTERNATE ~~"-~.~~„.." OF EA.STRAP TO EA.J015T-(FOR FLOOR SHEATH I NO (5U5FLOOR) 2 ALTERNATE USE SIMPSON H2.5,40V NOTATION: STRUCTURAL PANELS: A - NUMBER OF ad NAILS a EA. END OF STRAPPING (2015 WFGM,TABLE 5.7,P. I59);WHEN STRAPP 6 CONNECTION E .-- I" or LE55: ad COMMON 6" EDGE / 12" FIELD REQUIRES OVER 14 NAILS, USE SIMPSON 0516 STRAPPING (OR EQUAL). -"'""" • GREATER THAN I": Iod COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255,P. 2QI) G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 5.250,P. 2,12; - ,„...»-~" • ALTERNATE AS PER TABLE 5.25D,P. 293) ' I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q (201a WFGM, TABLE 5.7, P. Iaq) ° m FOR EXAMPLE, IF WALL SHEATHING IS NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER PLATE(5) CONNECTION G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2018 WFGM,TABLE 3.22F, P. b) ^° ° . ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER(2016 WFGM, TABLE 5.22F, P. 2 a) ° ° °° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) a EA. IDE •.,�.,: a �„ a °°a ° 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E (DOES NOT APPLY TO DOORS) (201a WFGM,TABLE 5.6,P. 1111) ""-„ ° FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IGD NAIL PER FOOT. "~ • E - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH ~”„ END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F FASTENING 5GHEDULE B �"~~~~".~....„„�•~ . °° ° °° ” ° � 9' USED. � HUGHES ROSIN ASH CCORDANCE WNINO �IT'HI WOOD NO �RAMEMCONSTRUCTION I MtANU�ALD�018 EDIOR PTION)GS �~""~~•••-•..„„,,, FOR EA. PLATE TO STUD ABOVE d OR BELOW - POOL HOUSE "-• 2 16 d COMMON NAILS P` NOTATION S I ONAC E FOR 7RU55 TYPE, PRE—ENO I NEERED R UGH f'` B G D (2 PLY (s PLY F WOOD, AND/OR TIMBER GONSTRUGTION OPENING HDW HDR) THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC, METER BOX ATTACHED 665 ROYALTON ROW TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK, N.Y. 11952 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 1 2 5 I 1 5SF'L I G NC O TOP' FLAT OABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - BRAGINO/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 6'-O" 4 1 5 4 1 1 4 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE � , a'-o" 6 2 5 5 I I r✓- SPLICE --} TOP PLATE SPLICE REGUIREMENT5 TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING• 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS LENGTH I 4'-O" O.G. TO AGHEIVE RAKE O.H. BE "I", "II", "111", "IV", OR "V" TO INDICATE FOR WIND - EXPOSURES B4G - FOR WIND - EXPOSURES B8G - lo'-O" 7 2 4 6 2 I 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 121_p a 2 5 8 2 I 8 BUILDING MINIMUM SPLICEBUILDING MINIMUM SPL IGE'=` THE NYS BG. DIMEN51ON (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP. STRAP w/(5) PAGE: 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 1:21-011 12I-O" 31-0.1 OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRU55 TYPE, 16'-0" 3'-0"/5'-a" I6'-o" 4'-O" ATTIC PRE-ENGINEERED WOOD, OR TIMBER ®®3 ■ CONSTRUCTION AS FOLLOWS: ANGOR BOLT SF' G I I GAT I ONS - "F" = FLOOR FRAMING, INCLUDING 20'-O" 4'-0"/5'-O" 20'-0" 5'-0" GIRDERS BEAMS BLOGKIN6 2 BAYS SPECIFICATION (2018 WFGM TABLES 5.2A 4 5.2B, P. 157-160) - " " CORNER gq 24'-O" 4'-O"/5'-O" 24'-O" b'-O" BACK® 4 0 o.c. - "FR- " ROOFFLOOR RONO OF FRAMING DATE: 10/06/23 3 OF 6 CONDITION FOR ALL 5TRUGTURE5: ANCHOR BOLTS a 5Q" O.G. 2a'-O" 5'-O"/6'-5" 2a'-O" 7'-0" • 52'-0" 6'-011/7'-b" 52'-0" 5'-0" SECOND FLOOR .< 1 56'-0" T-0"/a'-Q" 56'-0" Q'-O" NOTES: 1.TABULATED SPLICE LEN&TH5 ASSUME TOP PLATE-TO-TOP PLATE nS, I. MIN. 7" EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS` CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE • w/ 5 5GUARE WASHERS AND END NUT SETUP; PROVIDE AN EQUIVALENT NUMBER OF NAILS � LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 51-011/101-011 40-O 111.011 .. �� BACK® 4'-O" O.G. ,±.�'ai- END „ 2.TABULATED SPLICE LEN6TH5 ASSUME A BUILDING LOCATE-D 501-01, 101-011/121-61, 50-O' 13'-O" 4'. ." , ;`j 7 F' `y� CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE `= +' " TOP TWO COURSES SOLID ad NAILS EA. END . n ' 5.TABULATED SPLICE LEN6TH5 ARE BASED ON b FOOT WALL 60 O 121-011/151-01, b0-O 161-011OF EA.STRAP ;p HE16HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/a; OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-O" 14'-O" 70'-0" Ill-O" FIRST FLOOR PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR u (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT) 5. ANCHOR BOLTS ARE TO BE BETWEEN 6 $ 12 80'-O" 16'-0" 80'-O" 22'-O" FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL - 1.125 REFLECTIVE REFLECTIVE I�WALL - 1.515 (SEE DIAGRAM TO LEFT) BLOCKING 2 BAYS THIS COLUMN w/MULTIPLIER BACK ® 4'-0' o.c. RED PANTONE WHITE 4. COORDINATE W HOLDOWN LOCATIONS 12'WALL - 1.5 FOR 10'-0"WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M 1 SCELLANEOUS FRAMING GRAPH 1 GS CONTINUOUS BUILT-UP C I RDERS 3 OR MORE SUPPORTS (THAT EXCEED FRAMING 5TANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A REBLOGK I NG FOR PLATFORM HOOD FRAM I NS WORKING KNOI^dLED5E 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.) AND ALL RELEVANT PORTION5 OF THE RE5IDENTIAL CODE) BET EN 116 a WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION Q DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER in BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-5TOPPIN6. Lu NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROW5 IOd NAILS 0 12'O.G. P W co _ THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST _j STUD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. m STUDS B (3)ROWS IOd NAILS• 12"O.C. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q4-1 (V SUBFLOOR (2)ROWS 1/2" 4'BOLTS® 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE � Ln �SUBFLOOR G DBL.• ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. b7 SOLE PLATE BUILT UP GIRDER p MAX.52" NAILING: O = '- SOLE PLATE D (2)ROWS 1/2"d BOLTS• 16"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE Jo15T SERVES AS FIRESTOPPIN6. � }: 0 (� SIDE WITH IOd NAILS,TWO NEAR EACH END OF 4-J E (2)ROWS I/2"d BOLTS• 24"O.G. r BETWEENL_ z 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE rj 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O N F (2)ROWS S-3/8"TRUSSLOGK SCREWS o 12"O.C. a 1/4 OFA OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. d '- Lo 1 SGREI^ED ON 0)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH co 'Y Ea (2)ROWS 5-3/8"TRUSSLOGK SCREWS• Ib"O.G. �' SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE X :3 N SCREWED ON(1)SIDE OF MEMBER a AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 O 0 4- 1 JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 JOISTS SERVE A5 FIRESTOPPIN6. - � H (2)ROWS 5-8/8-TRU55LOCK SCREWS® 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. m z JOIST SCREWED ON(1)SIDE OF MEMBER ,-J .1,.j Ln MAXIMUM OFFSET (2) SID rHREE-PIECE '1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N C6 (2)ROWS 5• SCREWS• 12"O.G. BUILT UP 61RDER MAX52 . " THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS � MATCHED SIZE OF BLOCKING " NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. Q UNDER NON-LOAD BEARING (2)ROWS 5"TRUSSLOCK SCREWS• Ib O.G. 4 FIRESTOPPIN6 AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE BLOGKIN SCREWED ON BOTH SIDE OF MEMBER 3 5. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 52 O.G. STUD OTHERS 5TAOSERED w/ A DISTANCE OF NOT MORE DOUBLE PLATE L (SCREWED oN BOTH SIDE OFR ER24 O.G. BE/4 OF ATWEEN 6 THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. 11. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE A55EMLED AS BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO GE I L I NG BRAG I NG P STRINGER TO SERVE AS FIRE5TOPPING. CANTILEVERED FLOOR 1.NOTE, 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN'B'WHEN 10"OR LARGER FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE „ ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE H METAL LATH OR WIRE FABRIC. SUCH 1 , 501_E PLATE " GABLE END FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF T SUBFLooR 2x4" AL BiNUous MASONRY PIERS, NAILED TO WOOD POSTS OR LATERAL BRAGS® b'O.G. Tess HE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING BOLTED TO STEEL COLUMNS.BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPING SHALL BE U JOI5T 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G J SSHRIINNKAOE CRACKS OF HE INTERIOR FIINNISH. PLASTER GEIL NG ON AND OUT THROUOH AL PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE m lo) 8d NAILING PATTERNS FOR SIDE LOADED BEAMS (i e . FLUSH I I BEAM✓C,) -LOCATIONS REOUIRUN6 FIRESTOPPIN6- AS FIRESTOPPIN6. � NAILS FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPING STOPPING STOPPIN6 FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING 5TOFFIN6 MULTIPLE-PIECE MEMBERS ♦ 1 J015T * 5d COOLER NAILS® 10"O.G. NAILED' BOLTED' 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 5 ROWS Ibd 2 ROWS K' 2 ROWS 2 ROWS VERTICAL BLOCKING �" �" p a'" FIRESTOPPIhl6 WHEN BOLT6•24 W/(4) IOd NAILS COMMON COMMON BOLTS BOLTS STRAP O 12"O.C.l 012"04.1 O.C.STA65ER F a 12.O.G. O b"O.G. ' COVERING Is APPLIED GYPSUM BOA TWO ROWS 12"O.G. THREE ROWS 12"O.G. J015T5 Q S DOUBLE PLATE " 2(10) 5dNAILS " o " " o " " o TO UNDERSIDE of i + 5d COOLER NAILS® 10 O.G. BEAM SELECTION w/ 5TD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 /v� J NOTE. ENDWALL STUD AS NOTED IN NOTES '7 $ Sc" o o " " " 0 5 NONCOMBUSTIBLE ALTERNATE JOIST SHALL BE LOCATED DIRECTLY M LOCATION Q DENOTES ALT.FOR USE OF DRYWALL SCREWS SOLE FIRESTOPPING OF GIRDER OVER STUDS, UNLESS TOP PLATE 15 4"o EDGE/12" ® FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES WOOD FIRE5TOPPING DESIGNED TO CARRY THE LOAD SCREWS#6 - V4"TYPE W OR 5 FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD G'ETA I LTHICKNESS OF THE MEMBER.USE WASHIE"UNDER HEAD AND WT. O O O O O O O O O O OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS SY 12". 0 0 0 0 0 © o 0 0 \ 2"SPACE NOT TO BE ATTACHMENT ©/ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. j FILLED \ ® NONCOMBUSTIBLE FIRESTOPPIN6 FIRE5TOPPIN6 \ APPROX.I INCH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO K BOTH 51DE OF THE MEMBER. \ � RM b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED \ z FOR 4"O.G.NAIL SPACING. LOCATION -1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS. STRAPPING w/ FIR[STOPPING LOCATION q \\ 4 8d NAILS 1•2 ROWS OF Ibd COMMON NAILS(12"0.0)FOR vEPTiS 12"OR LESS LOCATION 8 4D EA.END o R.R. D.5 ROWS OF Ibd COMMON NAILS(12.O.G)FOR DEPTHS OF 14',16' 4 16'. LOCATION 10 FULL WIDTH 2"x BLOGKIN6 ZO F- 0 N CONSTRUCT 1 ON DETA I LS Jam! ND LOAD F'ATH CONNECT 1 ON DETAILS TOP PLATE DRILL 2"4' INTO ROOF I NTERSEGTI ON DETAIL DECK FOR STRAPPING INSTL. NOT TO 50ALE XIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOU5 LOWER TOE NAILS NOTED CONT. BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R.AS 5HOWN KING STUDS PLAN VIEW NROOF,RMI INR 0 SHED WOOD JO I S WOOD `JO I CRIPPLE STUD BLOCK I NC ,J0157 HANG E HEADER GENERAL REG2U I REMENTS EOR GENERArL REGU I REMENTS FOR W INSTALLATION OF GLNo..*,HED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS � WOOD G I RDERJACK STUDS WOOD JOIST y MAIN MEMBER p W JOIST FRAMING OVER WOOD G I RDER JOIST FRAMI NO FLUSH WITH G I RDER/HEADER TYPI GAL HEADER CONNECTION � I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMS DIAh4.X 5 APPROX. 50" w/THE MAIN MEMBER 4 STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, HUGHES I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, ST'RA16HT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q0" ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN POOL HOUSE MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVID BE INSTALLED IN EA. NAILSC7, NO MORE THAN 2 TOE SIDE OF RAFTER OR CEIING JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS665 ROYALTON ROW IN EA. SIDE WHEN FASTENED TOA 2"xb" TOP PLATE. BOTTOM PLAT BOTTOM FLAT BATHTUB SUB FLOOR DOUBLE JOIS DOUBLE JOISTOP PLATE MATTITUCK, N.Y. 11952 GH I M. CHASE SECURI NC © STD. S 1 DE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (5M® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 5LK'6 TO R/1_ SIDES 1^1/STRAPPING TO R/L SIDES) O tD TOP PLATomm Q WIND RESISTANT CONSTRUCTION CONNECTORS PAGE: GHIM. CHASE WALL ��� V G-004mOO CONNECTION LOCATION: PART NUMBER: NOTES: o R I DOE-TO-RAFTERS G520 ® 21 " APPLY TO EACH PAIR OF RAFTERS Q ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER a z DATE: 10/06/23 4 OF 6 ROOF p z o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER - OO REOV BLOCKING TO ALIGN w/STRAPPING d a TO STUD G520 © I8" APPLY TO EACH WALL STUD s ® EA. LEVEL ABOVE ® z< 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 ® 56" APPLY TO EACH WALL STUD THE FIRST FI_. FLOOR/01-6. O HEADER-TO JACK STUD 0520 @ 12 a g t'j O APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD vl `r _.a ,r SHEAR WALL HOLDDOWN ANCHOR 557516 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE a •4.@ W; ¢ SIDE IST. FLOOR-UNDER-S i LL PLATE G520 VIEW PLAN VIEW (USE WITH 3 SQUARE WASHERS) U5E THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. EN E RA L 5"%r�50 L <E)o0oo : ALLNEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "6-003" FOR NAILING $ STRAPPING FOUNDATION PLAN NOTES FLOOR PLAN NOTES *pF5it1ROOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT P. GONG. MONOLITHIC SLAB: DOOR NOTE: ** FINAL DIMENSIONS FOR FRAMING OF WINDOW5 TO BE PROVIDED BY WINDOW MANUFACTURER a WOOD FRAME (L.6. STL. O • 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD d Oj I. INSTALL PIEW EXTERIOR DOORS BY 'ANDERSEN' Q WHEN APPLICABLE) SILL SEAL 2.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS WINDOW CHART Q EXI5TIN6 TO REMAIN • ANCHOR BOLTS AS PER PAGE 6-003 3.INSTALL AS PER MANU 5PEG.'s F- NEW FOUNDATION WALL • 4 THK. REINF. P. GONG. SLAB w/bxb-10x10 W.W.M. 4.PROVIDE(2) 2"x8" HDR., U.O.N. LLI �� EGRESS NEW WOOD FRAME (L.6' BETWEEN CENTER d UPPER! OF SLAB 5. SEE PAGE 6-003 FOR ALL OTHER FRAMING ROUGH OPENINGWINDOW DIMENSION CLEAR LI6HT VENT J M 5TL. WHEN APPLIGABLIE) - UPON b MIL VAPOR RETARDER ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. TAO TYPE MODEL # OPENING PROV. PROV. - UPON 4" THK. GRAVEL BASE WIDTH REOV: 20" PER PER : - UPON GLEAN COMPACTED FILL Q � N NEW I-HR FIRE RATED MIN. (2) 2x4 STRUCTURAL O SMOKE DETECTOR / GO DETECTOR NOTES: WIDTH HE16HT WIDTH HEIGHT HEIGHT REC�D:24' UNIT UNIT POST FOR 4" WALLS SEARING UPON P. GONG. HAUNGHED FOOTING AS PER DET. 2 OPEN REOV: 5., S.F. E WOOD FRAME (L.6. 5TI_. • B.O. FOOTING 1'-0" (MIN) BELOW GRADE. I. CONTRACTOR SHALL PROVIDE CODE COMPLIANTF-4--5 w = Q WHEN APPLICABLE) (MIN. (2) 2"X6" STRUCTURAL PROVIDE I" THK. RIGID INSULATION AS REC�'D PER DET. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR A CASEMENT GXW145 3'-0 2'-II 4'-4 10.5 10 O v- HARD WIRED TO EACH OTHER w/BATTERY BACKUP. POST FOR 6" WALLS), U.O.N. Q NEW 2-HR FIRE RATED' 2.INSTALL ALL AS PER MANU. SPEG.'s y: Q HOLDOWN: 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR i WOOD FRAME (L.6. 5TL. O HOLDOWN 'D' AS PER PACE 6-003 IN COMPLIANCE WITH LOCAL GORE 0z Q WHEN APPLICABLE) SC .� - Lo DOOR HEDULE p, OWINDOW NOTE: r I. ALL NEW WINDOWS 3 DOORS SHALL BE ANDERSEN DOOR MATERIAL XO ate-+ CV CASEMENT, DOUBLEHUN&, OR GLIDING (AS NOTED); O O m .F C9 INSTALL AS PER MANU. SPEC.'S. FOR TAG DESCRIPTION MANUFACTURER1][t N NOTES +-' a"' I.() 5UB5TITUTION5, SEE NOTE #q WIDTH HEIGHT IN "6LA55 WINDOWS N O N Q (� AND DOORS" ON PAGE 6-002 IF CASEMENT Q Q a Q WINDOWS- ALL 05MNT WNDWS SHALL HAVE fV 5TRAI6HT ARM HINGE WHEN _ 2.IF DOUBLE HUN& - ALL DBL. HUNG WNDWS TO BE FIRST FLOOR TILT WASH 3.ALL 6LAZIN& WITHIN 18" OF FF TO BE TEMP. 6L. ,. 4.WINDOWS(TYP. FOR ALL) U.O.N.;PROVIDE AT A SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 101 4 PANEL SLIDERS ANDERSEN II'-Q" ,'-II FWGI2080-4 (�I/) MINIMUM (2) 2"X5" HEADER U.O.N. EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF E&RE55 SHALL BE FOLLOWED: NET CLEAR OPENINO........... 5.1 5.F. r 1 NET CLEAR HEIGHT............... 24" MINIMUM �.J •NET CLEAR WIDTH................. 20" MINIMUM ONEW TILE FLOOR: I. NEW TILE FIN15H (H.O. TO SELECT) UPON 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON • 3.NEW CONCRETE SLAB 5O NEW 4"x3" ALUM. DOWNSPOUT (TYP) r 1 c L— 0) Q ■rn�—J nV JJ W NATURAL LIGHT t VENTILATION FLOOR 350 S.F. AREA T N % REO. S.F. PROV. O 0 Q REQ D 28.0 S.F. ,6.4 S.F. Q VENT 14.0 5.F. 64.0 5.F. REQ'D 5 22'-O" — — — — — — — - - — — — — — — — — — 4 4 II II :/ 12" HAUNCH FT6. POUR 2 01 W/FOUNDATION LANDER ( x � x I I I I w WALLS ABOVE) I cV A I N PROPOSED POOL II A I I V HOUSE I I 0 N I I 0 3 341 S.F. I X. �D I PROVIDE 4" POURED GONG. it �D it in SLAB W/6x6-10x10 W.W.M. in CATHEDRAL ABOVE BETWEEN CENTER $ UPPER WHITE V-GROOVE OF SLAB SECURED IN GEILIN6 PLACE DURING POUR; Q i PROVIDE 6 MIL POLY ON 4" I Q I I I I I Q A-2ol GRAVEL BASE BELOW I I Q SLAB I o O x 2 >x n (3) POST TO GEILIN6 HIGH POINT (3) P05T TO V RI I I PROJECT: I A RIDGE RIDGE O / LVL D6E L- — — — — — — — — — — — — — — — — — - -- — — — — —/- — — — — — — — — — ; A O O I (3) I.,S"xQ.5" 2.OE 6P I I HUGHES LAM HEADER JI L� - - - - - - - - - - - - - - - - - - - - - � I POOL HOUSE w a BUILD WALL UP 101 I (�Q llQ1 -'4/2: TO ROOF 2 y- RAFTERS y� 665 ROYALTON ROW PROVIDE 4" POURED GONG. Q < < MATTITUCK N.Y. 11952 SLAB W/6x6-10x10 W.W.M. -��� � BETWEEN CENTER # UPPER PROPOSED Ivy OF SLAB SECURED IN r Q �Q I U COVERED PATIO I o Q< DRAWING TITLE: v- PLACE DURING POUR; a- O � I- `fl 0 Q N PROVIDE 6 MIL POLY ON 4" 0 W N 220 S.F. dJ O � —j NSD N � N �9 X. 6RAVEL BASE BELOW - U - 0 SLAB ® ® PROPOSED POOL HOUSE PLANS I ;24"x24"x36"D P. GONG. DL PAD FOOTING;PROVIDE r, ANCHOR BOLT TO (2) 1.,5"xll ,/8" 2.0E 6P LAM HEADER; r WRAP W/ Ix CLEAR CEDAR (CLEAR STAIN) - CONNECT COLUMN BASE Q [D[:] LT ❑ PAGE: A-201 �&"x,&" PT POST 6"x6" PT POST � N WRAPPED W/ Ix CLEAR I N WRAPPED W/ Ix CLEAR Q CEDAR (STAIN CLEAR) Q CEDAR (STAIN CLEAR) ` - _ ® 100 . _ O T cv i�ROPO'SED FOUNDfiATION LAN FROFOSEi7 FLOOR PLAN SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" DATE: 10/06/23 5 OF 6 FRCF05EI7 ROOF PLAN SCALE: 1/4" = P-O" ELEVATION NOTES BUILDING SEOTI�:>N NOTES ONEW SIDING OI 1. INSTALL I SEE AL50 NOTES AT SECTION NEW ROOF NG A5 NOTED ON Q ELEVATIONS 2.INSTALL ICE AND WATER SHIELD FROM FASCIA 0 IA MATCH SIDING AT DWELLING UP TO 24" FROM INSIDE FACE OF STUD WALL LL AND AT VALLEYS OVER J C6 O NEW ROOFING NOTE (TYP.): 5. INSTALL 15 # BUILDING FELT (U.O.N.) OVER M SEE ALSO NOTES AT SECTION 4. 1/2" GDX PLYWOOD SHEATHING (BLOCK ALLPROPOSED RIDGE HEIGHT,$ Q +, N - - -- - - ---- ---- ---- - - - - -- - - - - -- ------------------------------- +16.5 SEAMS) ; , ELEV. V) GE 5. GAP SHINGLE OVER R ' ( S REOV) _ _ I f✓ 4 HIPS A ® NEW ASPHALT SHINGLE ROOFING BY '6AF' (OR EQUAL) (MIN .. _ - - -� --_-�_ - �- --- ------------------.----- b. PROVIDE RIDGE VENT (AS REO'D) _ _ O 12 50 YR. WARRANTY);TO MATCH DWELLING 'i. FLASH ALL VALLEYS - -- -- B.INSTALL DRIP EDGE (BLACK) AS REO'D 1 b O NEW b" 5EAMLE55 GUTTERS 4 DOWNSPOUTS; WHITE -_- _---.___--.----_:-__--_--_ __-__-_ ___-.— �:_-=___-��-- -- -_-- ----- -� q. INSTALL ALL AS PER EG.s C (V Z 3 (TYP.) ALUMINUM HALF ROUND - =_ CD Lo - TYPIGAL ROOF 4 CEILING CONSTRUCTION: � � � � � > TYPICAL 5/4x5 'AZEK' WHITE (OR EQ. : _ - — ____ ___ O . NEW ROOFING AS NOTED — — — C X (V O4 I. PROVIDE AT ALL FRIEZE BOARDS 4 SOFFITS • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL ' ' 2 O O m � (fl 2. PROVIDE AT ALL FASCIAS —_—_- -------- -- -- -- - — PLY],-0 SEAMS) ' O PROPOSED OP 5. PROVIDE AT ALL WINDOW 4 DOOR TRIMS -- ---_- --=_= ==-w-- =—___-- • R.R.,G.J., 4 G.T. AS NOTED ON PLANS (® SPANS = ' \ \ \ co L0 - ----- - ------ -- -- - - -- - PR_ _ED T_ PLATE C N O OVER 8' INSTALL "X" BRID61N _______6 0 CENTER OF I �- ELEV. +11.1Q O o•- 2 O SPAN,U.O.N) PROPOSED COVERED ••MIN. OF R-4q INSULATION _ _ PORCH ' R-4q SPRAY INSULATION ® CATHEDRAL CEILING A-201 3 TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: Q • UPON "TYVEK" HOUSE WRAF(OR EQUAL) PERMACA5T • UPON 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® COLUMN Q 4 ALL PLYWD SEAMS) • 2"xb" STUDS ® 16" O.G. w/ DBL. TOP PLATE • MIN. R-21 BATT INSULATION 4_J • 5/8" GYPSUM BD. WALL FINISH PRO_P05E_D FIRST FINISHED FLOOR 101 NEW SIDING NOTE (TYP.): 1 " BLUESTONE UPON iV 5 PROPOSED POOL ELEV. +0.3' .— 1. INSTALL NEW SIDING (SEE NOTES ® ELEVATIONS) UPON 2 SAND BASE HOUSE (D l 2."TYVEK" HOUSE WRAP (OR EQUAL) BASELINE (GRADE) m - - - - - 5.INSTALL ALL AS PER MANU. SPEC.'s ELEV. +O.O' 4-JW 4.PROVIDE ALL NECESSARY TRIM FOR PROPER __ • INSTALLATION SOUTH ELEVATION (FRONT)T 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL �` PROP. MONOLITHIC SLAB q� + SCALE: 1/4" = 1'-0" 5 NEW TILE FLOOR: ELEV. -1.3' U c O I. NEW TILE FINISH LE SELECT) UPON I -I/A-201 5U I Ll7 I NO SEGTI ON L- 2.ONE LAYER THIN5ET SET(LEVELED PROPERLY) UPON 3.NEW CONCRETE SLAB SCALE: I/4" = I'-O" Q �rr ^^ nV!! W 2"x6" FRAMED WALL 4" P. GONG. SLAB 6"x6"-10x10 W.W.M. BETWEEN CENTER 4 UPPER 2"xb" SILL PLATE j OF SLAB SECURED IN PLACE DURING POUR m i ! TERMITE SHIELD a Q GRADE ° lLi i a ° O O O O 3 _ (2) #4 HOR. CONT. REBAR TOP 4 4" &RAVEL BASE UPON 4 BOTTOM (4 TOTAL) GLEAN COMPACT FILL 4 � 6 MIL VAPOR RETARDER / \ HOT DIPPED 6ALVANTIZED ANCHOR BOLTS ® 5q" O.G. 4 MIN. \ 12" FROM CORNERS;PIN INTO GONG./ D THK. R161D INSULATION SLAB W MIN. 7" EMBEDMENT. \ / I'-O" A 4 I/A-201 MONOLITHIC, SLAB I�)F_TA I L N z W SCALE: 1" = 1'-0" I " BLUESTONE UPON V 2" SAND BASE F F EASTELEVAT I ON (R I OHT S C)E) TYP. ROOFING (SEE SECTION NOTES) Iw_' SCALE: 1/4" = P-O" TYP. ROOF CONSTRUCTION O (SEE SECTION NOTES) '51MP5ON' H2.5A pgp�RPy�N PROJECT: RAFTER TIE R HUGHES POOL HOUSE FASCIA BOARD G.J. AS PER PLAN 665 ROYALTON ROW BEAM AS PER PLAN MATTITUCK, N.Y. 11952 — --------- - - --------- -- - SIMPSON P064 DRAWING TITLE: NEW "SIMPSON" LU526 6ALVANIZ - - - - - "SIMPSON" ED JOIST _- -_-- MPSON BG52 2/4 -- --- --- _._ --_=--_- -_-- - --- - _ EXTERIOR ELEVATIONS - - - (FOR 2 PLY BM) HANGER - PAGE: P.T. COLUMN AS PER PLANS; INSTALL AS PER MANU. SPECIFICATIONS P.T. P05T AS 20100 / \ / \ _ PER PLAN cV \ ,i GRADE \ / 'n DATE: 10/06/23] 1 O \\ // O 12"0 'SONOTUBE' FILLED '11 11.• 6 O F 6 SOLID w/P. GONG. II II: (MIN. 4,000 PSI' �f II. II I' "SIMPSON" (2) #5 BENT REBAR I , : z P05T BASE PER - POST SIZE '` STONE PATIO ' NEW 24"x24NIZ' .I I w. 1• �, 'r�� DEEP P. GONG. PADoj11-ILL FT6. (MIN. 4,000 PSI) WEST ELEVATION (LEFT SIDE) NORTH ELEVATION (REAR) _ - NEW (5) #5 HOR. i C' �'. -_i •f.. ,.. r)'t,✓ SCALE: 1/4" = I'-O" SCALE: 1/4 - 1'-0" REBAR UPON (5) #5 HOR. REBAR (6 TOTAL) `��. ,..._...- '. a j�" � ^,..c+`9`Y 2/A-201 FERMAGAST COLUMN I7ETA I L 5/A-201 COV. FORCH DETAIL SCALE: 5/4" = P-O" SCALE: 3/4" = P-O" 3 A s ql3 sa a c rR uj .J w cc It SEP ` 5 202,44 Q to BuP"ctfnck D^Pnrtment O ToWn of Southold = _0 CD O O N z O O � FRO�I �T SCOFF : � i� ° SITE LAYOUT NOTES: C I N 0 Ln L 0 m +-+ I. THIS IS AN ARCHITECT'S SITE PLAN 6 IS SUBJECT TO VERIFICATION .BY A LICENSED Q 0a: � O SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE FROFOSED FOOL HOUSE C�-�� .O® PROJECT LOCATION &SCOPE ARCHITECT'S BEST OF KNOP LEDGE. SITE PLAN & ZONING DATA 2. SURVEY INFORMATION WA5 OBTAINED FROM A SURVEY DATED APRIL 10, F R O�E� DATA : M05T RECENTLY REVISE ��FRD PRIL 26, 20 2024, AND PREPARED BY: �-QQ� ,Q® GENERAL NOTES YOUNG ASSOCIATES ENERGY TABLE 400 OSTRANDER AVENUE RIVERHEAD, NY 11,101 PROJECT / ZONING DATA _ TELEPHONE: (630 -I27-2303 STRUCTURAL DESIGN CHARTS 0 ; rvA 11 An\/I•I— —I ItI— tI-11,11-'F•'F'S I\I ■ TAX MAP # HOEDOWN, ANCHOR BOLT, ZONING DISTRICT AG NON-CONFORMING STRAPPING, & NAILING DETAILS J W — FASTENING SCHEDULE • — LOT AREA 0.-1 ACRES GofO - 51NOLE FAMILY FRAMING GRAPHICS #42g02; 3/13/22 DWELLING VACANT NTIAL LA D P fO - INGROUND SWIMMING OL #43406; a/IQ/22 B PATTERNS REB OCKING DETAI S R=363.46' L=201.55' PROP. STORAGE 51,FFOLK COUNTY HD - SHED APPROVAL R-24-0825 �-� Q� ,QQ PROPOSED FOUNDATION PLAN (f'� PROPOSED FLOOR PLAN EL.=48.44' LOT COVERAGE PROPOSED ROOF PLAN 0 0000 ,�,,�- \Dw,/ ��c❑�so�Y SC BACK __ _ I ,�`\ 50U7HOLD TOWN GORE 280-4 4 28O-I4 -2O .�� PROPOSED EXTERIOR ELEVATIONS -,' - LINE OF PROP_ ROOF O.H_ _ PROP. 4' PATHWAY /0 DESCRIPTION (FOOTPRINT) AREA LOT PROPOSED BUILDING SECTIONS - _ - - PATIO TO MATCH COVERAGE CONSTRUCTION DETAILS 1 EL.=46.2q EXIST. POOL PATIO ,ry EXISTING \ ;� w j o \ MATERIAL io y TOTAL LOT AREA 31,15-1 S.F. f _ PLUMBING RISER DIAGRAMS v� PATIO Ll , u I O I .00 f� O PROP. OUTDOOR Q N 1 FOOL; NOT \p v \O 0O O O cc SHOWER; DRAIN T �fm EXISTING DWELLING 2001 S.F. 5.5% (3 b w DRYWELL ILI / EXISTING PA7105 & PORCH AT PART OF THIS - �� > O � i O O i U) T13 S.F. 2.590 FILING \a p \� Cc)M d) M DWELLING /C) 1 KO " �- EXISTING SWIMMING POOL 646 S.F. 24.590 I2.0 AIL IL T EXISTING POOL -4- - - D.W. J N. PROPOSED POOL HOUSE 541 5.F. 1.1% 1 � - - - ~- - �--+_- _ ;r- - M.N. EQUIPMENT ON -i MIN. CONCRETE PAD S 43.6, / PROPOSED STORAGE SHED 54 S.F. 0.39b I PROPOSED COVERED PATIO 231 S.F. O.-I90 �0 1 PROP. WATER i f Z� /PROPOSED SEPTIC TOTAL AREA OF ALL STRUCTURES 40-16 S.F. 15.0% SUPPLY LINE _ � r--- ------- ------ -----------� i SYSTEM AS PER I i Q' 69 i SGDHS PLANS DATED / 1 I Z i(Y0 0 �� 05/50/24; SEE 5GDH5 PLANS FOR SYSTEM 5 i COMPONENTS AND 1 pXyy X.\ I MIN. MAN -' REQUIREMENTS EXISTING I I ' PERIMETER ACCESSORY STRUCTURE REOUIREMENT5 1 PATIO PROVIDE NEW STEPPING FENCING/ 1 i I STONES TO EXISTING I i GATE ® DRIVEWAY 5OU7HOLD TOWN CODE 2,50-4 280—I5 l` I FENCE / POOL HOUSE CODE PROPOSED COMPLIES z EXIST. Ale', 1 EXISTING BASEMENT PATIO UNITS ON / DWELLING w/ 2 � MAXIMUM HEIGHT 18.0 I5.0 YES STAIR GONG. PAD G,4 }�Sr PUBLIC WATER o V EXIST. �S�'P / MIN. SIDE YARD 10.0' 34.4' YES 1 WINDOW WELL \ � MIN. REAR YARD 10.0' 1,731 YES EXIST. SLATE AGGSRY. BUILDING EXIST. BURIED GAT/ 1,200.0 654.0 S.F. YES ci EXIST. ELEC. MAX. S.F. o EXISTING 2-STORY ND. 4 ELEC. WIRES 4PANELS POOL HOUSE MAX.FRAME DWELLING w/ / 350.0' 541.0 S.F. YES 1 � , BASEMENT ,' EXIST. GAS PANEL S.F. PROJECT: RESIDENTIAL I (4 BEDROOMS) VACANT LAND F.F. EL =4-1?QI EXISTING GARAGE 1 w/ SLAB ON GRADE I G. FL. EL.L.=45.41' DRAINAGE SYSTEM INSTALLATION NOTES: w q / A MINIMUM 10' 5EPARATION 15 REQUIRED BETWEEN DRYWELL5 4 H U G H ES WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC 8" THICK CONCRETE SLAB POOL HOUSE �\ COMPONENTS, LEACHING FIELDS, 5E1ER COMPONENTS, OTHER / DRYWELL5, AND THE EDGE OF ALL FOUNDATION WALLS ORA55 SHOULDER AREA (TYP.) 24" DIAMETER CONCRETE 1 r� PORCH • A MINIMUM 5' SEPARATION 15 REQUIRED BETWEEN DRYW R DEFINED SURFACE COVER ELL5 B TE 8 FRAME 1' PROPERTY LINES - , �� EX�� � � � 0 A MINIMUM 2' VERTICAL SEPARATION IS REQUIRED BETWEEN THE BOTTOM OF DRYWELL5 4 THE HIGHEST EXPECTED GROUNDWATER 665 ROYALTON ROW I �-1-� i i EX• t N i i U ELEVATION. • A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 AND _1 i MATTITUCK, N.Y. 11952 w 1 EXIST Vyp,L{GWAY I, i (Y u BURIED PROPANE FUEL TANK5, - T �� � �/� � d� CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL �z -� I � ��__ ' ;;_ o 0 0 0 0 0 0 0 0 0 0 ❑ DRAWING TITLE: O / j - I= ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - N� I ( iI w � i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ;-- PROJECT LOCATION & SCOPE DR G G G TIO S ! NEW IMPERVIOUS SURFACE AREA; I I � I=�= � !- SITE PLAN & ZONING DATA 1 I EXISTING t 1:1 El - - �, CONCRETE PORCH , �, PROPOSED POOL HOUSE W/ COVERED "146 S.F. I �II1 / --------7\ I i � DRIVEWAY i r 1 , - w STORAGE VOLUME REQUIRED O z w 124.3 G.F. (2 RAINFALL EVENT x ROOF COVERAGE) tV PRECAST GONG. o UND LEACHING RING. SEE 0 Z o STORAGE PROVIDED PER VERTICAL FOOT WATER 1 iX �• �� r S ON OF V(P DRYWELL DEPTH 42.2 G.F. S TEGPLANCALULATI�R REQ'D PAGE: EXIST. i� �� �i 70TAL DRYWELL DEPTH REQUIRED EFFECTIVE DEPTH 2.�1 FT. 2'-O" DIAMETER AS 1 WATER -- - - - Wk 76 (',/OL. REQ.D / VOL. PROV. PER FT DEPTH) a _��- R=188.46' -'��� i i EL.=43.60' /V .�3 T MIN. PER SITE PLAN MIN. 0 In 0 0 METER _ r PROVIDE (1) &'(P x 4' DEEP DRYWELL r C�Rp COk GLEAN SAND 8 GRAVEL FILL - I I A �D l�J►1 ' "X I I I I t -- -- ---_ -------------- I mot+1' EL.=40."70' DR DETA I DATE: /29 1 OF 7 — 3 q a-► EDGE 0p pP�`�ING i� O Y A L T O N R O Val SCALE: NT5 \ 4• - F eA S 1 TE FLAN _ SCALE: 1" = 15'-0" 0 N A L 5"**r�5O L : ALL NEW WINDOWS SHALL BE ANDER5EU 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "6-003" FOR NAILING 3 STRAPPING FLOOR PLAN NOTES DETAILS. NEW PARTIAL HEIGHT 41 - SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER - FINAL DIMEN51ON5 FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER ___ EXISTING TO BE DEMOLISHED POOR NOTE: - -_ - _- _ _ - Q WDOD FRAME (L.G. STL. I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT --� WHEN APPLICABLE) O 2. STALL NEW EXTERIOR DOORS WHENON PLANS 5rQ7LD-k4EN' (OR )GALLED OUT WINDOW CHART -- - ---- ------- 1 EXISTING TO REMAIN � � � NEW FOUNDATION WALL ON PLANS BY 'THERMATRU' (OR EQUAL). EGRE w Lu ROUGH OPENING WINDOW DIMENSION J SS NEW HOOD FRAME (L.G. I--�=� 3.NOTE DOES NOT INDICATE EACH NEW DOOR CLEAR LIGHT VENT co STL. WHEN APPLIGABL'E) PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. TAG COUNT TYPE MODEL # OPENING PROV. PROV. (y) 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WIDTH REQ'D: 20" PER PER N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WALLS, U.O.N. - HE16HT REOD:24 UNIT UNIT Q •- WIDTH HEIGHT WIDTH HEIGHT ' ® 5.INSTALL AS PER MANU SPEC.s OPEN REQ D. 5.'7 S.F. 0� E: WOOD FRAME (L.G. 5TI-. POST FOR 4 WALLS -- _- --__ - a) b.PROVIDE (2) 2'xl0 HDft., U.O.N. ,o� 2 CASEMENT 4'-GW245 4'-�f" 5 4'-8 4'-4 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL '7. 5EE PACE C-005 FOR ALL OTHER FRAMINGIL F05T FOR b" WALLS), U.O.N. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. IL IF ---- "" --- O NEW 2-HR FIRE RATED B I CASEMENT GWI45 2'-4 " 4'-5 " 2'-4 " 4'-4 " a--+ z V_ WOOD FRAME (L.G. STL. - - ------- SMOKE DETECTOR / GO DETECTOR NOTES: (� �I � � � (tl z � WHEN APPLICABLE) O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT *G I I CUSTOM 3'-O" 5'-O" I p 1 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR II •� L0 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. D 2 CUSTOM SEE X -1 N 2.INSTALL ALL AS PER MANU. SPEG.'s -- - BELOW- _ O O O 1 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR -- - - ----"--"- --- - IN COMPLIANCE WITH LOCAL CODE E I 2 CUSTOM �SEE� IL _c O m BELOW a--+ .1--J L0 SEE ca WINDOW NOTE: -----�--- I - --CUSTOM BELOW Q a. O O3 I. ALL NEW WINDOW5 4 DOORS SHALL BE ANDERSEN * WINDOW BY "FOLDUP"; INTERIOR AND EXTERIOR FIN15HES TO MATCH ANDERSEN WINDOWS 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. 12 12 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "&LASS WINDOWS W AND DOORS" ON PAGE 6-002. 8 8 12 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 8 � 6.IN GENERAL,TEMP. 5L. SHALL BE PROVIDED: D :cr; , F - 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF - SWINGING,SLIDING, 4 BIFOLD DOORS - i I I 6.2. WITHIN 18" OF F.F. 6.3. WITHIN 24" OF A DOOR 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING V • 6.5. WITHIN TUB/SHOWER ENCLOSURES 6.6. 5EE AL50 GENERAL NOTES ON PAGE 6-002 DOOR SCHEDULE W 1. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND -----_-_--- -- -__- --__-_- _-- _- _ - _- --- - _-._-- _- WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM j DOOR MATERIAL (2) 2"xl0" HEADER U.O.N. . �. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER - N��_ NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS TAG DESCRIPTION MANUFACTURERpNOTESLE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" 0ABIOD N ORAME G EXTE O RTHE ADJACENT SURFACE AT THE WIDTH HEIGHT Q c EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING FIRST FLOOR CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF • EGRESS SHALL BE FOLLOWED: 101 SLIDERS ANDERSEN 6'-0" -T'-II • I� FWG6O50L _ lLL NET CLEAR OPENINO........... 5.-I S.F. NET CLEAR HEIGHT............... 24 MINIMUM 102 SWING THERMATRU 2'-6" 8'-O" • NET CLEAR WIDTH................. 20 MINIMUM ----------=103 � SWING � JELD-WEN 2'-4" 8'-O" I • �� O TYPICAL BATHROOM NOTE: 104 DOUBLE SWING I THERMATRU 5'-O" 8'-D" I. WALL BOARD].I. INSTALL INSTALL MOISTURE RE515TANT GYPSUM BOARD IN ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB 5URROUND5 NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO i OUTDOOR SPACES AS PER NYS MECH. CODE SECTION - Q - p 405.5.2.5; INSTALL AS PER MANU. 5PEG5 1 N Q NEW PLUMBING FIXTURES: 26'-0 O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. O SEE ALSO PLUMBING GENERAL NOTES ON PAGE 0-002. ! -12-O A-201 NEW TILE FLOOR: _ _ Q 1 I. NEW TILE FINISH (H.O. TO SELECT) UPON Q T VENT a 3 6 2 O R THINSET LEVELED PROPERLY UPON - 3.NE ROCK GEMENTBOARD (OR EQUAL) UPON 4 NEW " PLYWOOD SUBFLOOR BENEATH (CLUE 4 SCREW); -- - - - SCREW PERIMETER OF SHEATHING 6" O.G. # 12" O.G. ® (2) Q.5" O✓L HDR. ---------1 0 A-201 -- - - -201 ° INTERIOR. I ------- --------1 I I NEW 4 x3 ALUM. DOWNSPOUT (TYP.); SEE NOTE AT L-- - l04 - _I J- _ I I DBL. POST To � „ -- PROPOSED OUTDOOR SHOWER RIDGE 1- Og STORAGE II DRAIN TO BE I I W 1 I 63 S.F. CONNECTED TO POOL UNFINISHED; L - - - -- -- 2 HOUSE DRYWELL ELEVATIONS OR G R P A-201 x : .. :` r :' - ----- -ul- EPDXY PAINT ON - - .. - ---I------- _ Oq GUTTER HIGH POINT (TYP.) DRYER VENT TO g_O" ?'-0.. T O I I FLOOR SLAB RUV THROUGH CEILING ® NEW LAUNDRY: STORAGE ROOM -� - -1 ---- --I- - 10 I. NEW WASH / DRY HOOK UP TO EXTERIOR 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s WALL w/ SIZE OF EQUIP. PROPOSED I L A 20l 3.PROVIDE HOOK UPS AS REQ'S PER MANU. _.J__-._---- - ! __-- ___-- _ -L- OUTDOOR S}{pyyER L------------------J F�- 36 S.F. A-201 -201 W 1. DUCT SHALL TERMINATE TO EXTERIOR Q T_____T - - - - - -- -I -PROPOSED -- - - ! J DRYER EXHAUST NOTE: r-i NEW 2"x8" R.R. 0 161 O.G. 0 2.DUCT SHALL TERMINATE MIN, V-O" FROM ANY '� BATHROOM ( ® I6" O.G. OPENINGS 4'1 S.P. ° 3.DUCT SIZE AS PER MANU. 6'-2" 12 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER I'o2- - - --- -- --- -- I_- _ DBL. POST TO 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN ---- �- - RIDGE - - - - - -- - - - - - - --- - ---- - - - - -- EXIB E TRANSITION USED - L - ------ ------ - -------- ------ GONSTRUCTION. F L TRA ITIO U TO L • CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM II'-10" 8'-by2" � 8 to - SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO =-- - - -- CUBBIES/ - BENCH jN(,Aj I ------------ ---------- --- EXCEED 8 FEET AND SHALL BE LISTED AND LABELED �p CABINETS F 8'-6" HIGH 3 I I O.H. IN ACCORDANCE WITH UL 215&A. L_'111 L4 J46.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID s - UG b 5 -� -- _ 1 I a V < Q' v METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS -REF B I I 0 y� O��i I I PROJECT: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 1- 10 103 x = o -1 x = DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL p O ? N I I iv `9 vP N.D BREWS _g az o _ _ - 11 � ® ► I H U G H ES '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER p to '� Z w �p �p LOCATION TO THE WALL OR ROOF TERMINATION. THE DW N U I I z I I A-2ol MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 = I I I ( POOL HOUSE u1 , VENT THROU6Ff • FEET FOR EACH 45 BEND AND 5 FEET FOR EACH CIO* STRUCTURAL RIDGE EXTERIOR WALL SM/GO BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES J ° ABOVE EXTEND WALL TRP. POST TO TRP. POST TO NOT INCLUDE THE TRANSITION DUCT. N TO R.R. I I RIDGE (5) 1.15"xlb" 2.OE MICROLLAM RIDGE RIDGE N TT P' POST ELECTRICAL SUB PANEL: -Z1 PROPOSED POOL / \ p ';� _ (3) 1.5"x-1.25" 2.OE MIGROLLAM HDR._ �� II NEW 100 AMP ELECTRICAL 5UB-PANEL LOCATION; w HOUSE _ rz 665 ROYALTON ROW ALL INSTALLATION A5 PER NYS ELEGTRIGAL CODE. A N v / \ CATHEDRAL - = 245 S•F• , \ CEILING; o I I w ��J �o i I MATTITUCK, N.Y. 11952 x v II • - � - - --- - � v FREEZE PROOF H05E BIB: r - / \ SHIP�AP AT I I N v � Q $'' �ry 0 I I ---_ - ---- - - - -- - - - - - -- - - 12 FASTENED w/MASONRY ANCHORS (PRECISE 13 /SLOPED SLOPED\ m I-O" - 0 in OCfi}> �n x. - -- - -- CEILING off I I "�_ " - ��,, ry I I DRAWING TITLE: LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) / FINISH CEILING CEILING � I N x +^�� 0 ? x � ,r HOT WATER HEATER: / \ 3 `� I I ® �? �`? 8:12 N S:I2 I I �� I. PROVIDE 50 GALLON ELECTRIC HOT WATER HEATER / a.5" LVL \ z m � m PLAN (2) I HDR IOI PROPOSED FOUNDATION TANK BY "RHEEM" OR APPROVED EQUAL E0 NEW 2"x8" R.R. N NEW 2"x8" R.R. 2 INSTALL AS PER MANUFACTURER SPE05. �_ I I - 6 Tb'�o-G.- -®T6'rO.G.- I I PROPOSED FLOOR PLAN 22--0" 3.IN5TALL IN KITCHEN CABINET ' ® I L------ ------- ------- ------- 3'- I -4'-O" L__--_ ----- PROPOSED ROOF PLAN - ------- ------- - N G DBL. POST TO i I 8 RIDGE 13 HIGH EFFICIENCY LAMPS: PAGE: NOT LE55 THAN 010% OF THE PERMANENTLY INSTALLED LIGHTING PROPOSED o 4.5:12 4.5:12 r FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, A5 PER -Q�-�, -COVERED PATIO � m 24'1 5.F. 0 :1000- 2020 NY5 EGG R404.1 O � Q to EW 2"x8" R.R. 1Y NEW 2"x&" R.R O a ® I6" O.G. HOT WATER PIPING INSULATION: 0 A-1 MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE -6 'I`-2_6 INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE iV x UG = N r - - 7 r - - 7 FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R403.5: _ �IL REF. - - -� � t. N DATE: 08/29/24 5 OF 7 I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING �- .., cV ry i 1 FLUIDS >I05°F OR <55°F (R403.4) (5) I.'i5x14" 2.OE MIGROLLAM FLUSH - N 2. PIPING J" AND LARGER IN NOMINAL DIAMETER -Q ❑ HEADER WRAP W/ Ix AZEK ❑ 2 L J L - - J 3. PIPING SERVING MORE THAN (1) DWELLING UNIT cV BAR I A-201 4. PIPIN6 LOCATED OUTSIDE CONDITIONED SPACE r_ r 11 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 5" 8,_b 4'-5" L A 9 L A 6. PIPING LOCATED UNDER A FLOOR SLAB 1. BURIED PIPING 26'-O" • - 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS "`'n' OTHER THAN DEMAND RECIRCULATION SYSTEMS. ! c; 2g'-p" ,s•rn C f.i er. . .. IT Q & f• i� 0 'OS I7 OUNI7 TION FLAN FROPOSE17 FLOOR PLAN PROPOSED ROOF PLAN J SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" CONNECTIOWBI' A5 CONNECTION 'A' AS BUILDIN5 SECTION N07E5 CONNECTIONWAS PEP, FAOE 0-003 PER PACE 0-005 PER PAOF_ 0-005 NEP4 R.R. TO O.J. NEH R00FINO NOTE (TYP.)! ------ ------- ------ PROPOSED RIVOE HEICSHTI!!� 0 1. INSTALL NEV4 ROOFIN6 AS NOTED ON ELEVATIONS. 2.INSTALL ICE AND kqATER SHIELD FROM FASCIA UP To ELEV. +16.5' ....... ..... 24" FROM IN51DE FACE OF STUD Kb%LL AND AT VALLEYS < PROPOSED RIPOE HEI5HT 5.INSTALL (1) LAYER OF 15# BUILnINO FELT UNDERLAYMENT __7=_7-: 77. 7=- (OR ECUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS ELEV. +15.2"- 11177 ui FOR PITCHES FROM 2:12 TO 4:12, OVER Lu 4-1/2" CVX PLYNOOID 5HEATHINO (BLOCK ALL SEAMS) _j CD 00-OFRDINATE EIRDSMOUTH 5. CAP 5HINOLE OVER RIDr_-E 4 HIPS (AS REOV) cy) ------- &.PROVIDE RIDSE VENT (AS REO'D) :t C\l TO ENSURE R.R. NOTCHED LESS THAN 25 -T. FLASH ALL VALLEYS )F 2.5 CONNECTION WAS c: Lr) RAFTER DEPTH (TYP) 5.INSTALL DRIP EDOE AS REO'D PEP, PAOE 6-003 01- cl. INSTALL ALL AS PER MANU. 51IF-C.'s PPIOP05ED TOP P1 NEV4 R.R. TO C.J. 0 zzz_� ELEV. +41.1 Tl= POOL HOSUE ROOF 4 CEIL-INO CONSTRUCTION: PROP05EP TOP FLA >: (o ------- a NEV4 ROOFINrz? AS NOTED V_ r------------- 9 Z 0 ----------- -- ELEV. +cl,cl' 0 1/2" Cr,>X PLYND SHEATHIN67 OLOCKINO a ALL 0 C\J I FIROP05F-M FLYI,^0 BEAMS) cc Lr) BATHROOM 0 R.R., O.J., 4 C.T. AS NOTED ON PLANS (6 51-ANS 5EHINV r_VT LINE OVER 9�' iN5TALL "X" BRIDOINO a CENTER OF SPAN, 2 x D C\j U.O.N) 0 0 0 4-J ---- - --- 0 MIN. OF R-41 INSULATION m '.75 R-441 SPRAY INSULATION a CATHEDRAL CEILINO 4-J 0 4-1 Lr) iN c C\i (z; co (R='7/INCH) 0 2" SPRAY FOAM INSULATION AT EAVES < cc 2: (5 STORAOE ROOM ROOF 4 CEILIN& CONSTRUCTION: 0 NEV4 ROOFIN6 AS NOTED T= _7 11 o 1/2" CDX PLYIND SHEATHINO (BLOCKINC, a ALL PLYPqD _iD�0007 PROP05ED FIRST FINISHED FL00Rt+'\_ PROPOSED FIRST r-INI5HrzD FLooRt+-\ ELE\/. +0.5' PPIOP05ED ELEV. +05 0 PROP05ED R.R., O.J., 4 C.T. AS NOTED ON PLANS (a SPANS OVER 5TORAOE a, INSTALL "X" IBRIVOINO 0 CENTER OF SPAN,U.O.N) STORAOF_ EEl- JL_� I ELEV. +0.0' POOL HOUSE EXTERIOR PiALL CONSTRUCTION (TTP.): UPON "TYVEK" HOUSE PiRAP (OR EGUAL) 4--J -0 BASELINE (0RAVF_)t+_\ BASELINE (ORADE)Of-\ ELEV. +0.0'4" 10 UPON 1/2" CPX PLY110. SHEATHINO (BLOCKINO 0 ALL PL`64D BEAMS) FROP. MONOLITHIC 5L��qlo_ %\_____ PROF. MCNOLiTHic SLAB/+% 0 :2"xb" 57UDS 0 lb" O.C. N/VEL. TOP PLATE 0 MIN. R-21 BATT INSULATION ELEV. -1.1' ELEV`. -1.1' a 515" OYP5UM 5D. PqALL FINISH (D I -I/A-201 BUILr�)INO SEC,710N 2-2/A-201 BUILDINO 5F_(f.,TI0N _�_j STORAOE ROOM EXTERIOR PqALL 50ALE: 1/4" 1'-0" SCALE: 114" I'-V CONSTRUCTION (TYF.): • UPON "TYVEK" HOUSE NRAP (OR EGUAL) + • UPON 1/2" CDX PLY110. SHEATHINO (BLOCKINS a ALL PLY�10 SEAMV • 2"x(b" 57UD5 0 lb" O.C. P4/DEL. TOP PLATE 0 c 17- 6 1. INSTALL NrzPq SIDINO (SE'E NOTES a ELEVATIONS) UPON 7­1 2."TYVEK" HOUSE P4RAP (OR EOUAL) 5.INSTALL ALL AS PEP, MANU. SPEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR, PROPER INSTALLATION 5. BIVINO SHALL EXTEND TO TOP OF FOUNDATION kqALL __L_ __7 NEN TILE FLOOR: --------------- 1. NEA TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON (6 ELEVATION N07ES 5.NEPq CONCRETE SLAB IA NEN 51PINO TYPICAL LEr7)OIER 50ARD: BEE ALSO NOTES AT SECTION 1. (1) 2"x F.T. ED. TO MATCH DEPTH OF J015TS 2. SECURED W(2) 515" 4) x 5" LONS H.D. OAL. LAO BOLTS IS MATCH SIMINO AT PPIELLINO 016,10.0. 5. INSTALL H.P. OALV. -JOIST HANOER5 BY SIMP5ON' (OR EOUAL) Ill 0)l __j -INO NOTE (7YF.): 4. PROVIDE FLASHIN65 TUCKED UNDERNEATH 51PINS 4 NEV4 ROOF SEE AL50 NOTES AT 5EC71ON 6"x6' P.T. POST BENT OVER TOP EP5E OF LEP6ER Bt;). ------ 0-0- 0 0 NEPq ASPHALT 5HINOLE R00FIN6, 5Y 'OAF' (OP, EOUAL) (MIN 50 YR. KARRAN7Y);TO MATCH V14ELLINO ORAPE Nr=?q 6" SEAMLESS OUTTERS 4 PoNN5F0UT5; V4HITE 12"0 '50NOTUBE' FILLEr:> (TYP) ALUMINUM HALF POUND 5OLInk41P. CONC.__" (MIN. 4,000 PSI) EAST ELEVATION (RIOH75IDE) TYPICAL 5/4x5 'AZEK' NHITE (OR EO.): SCALE: 1/4" I'-a" G) 1. PROVIDE AT ALL FRIEZE BOARDS 4 SOFFITS 2. PROVIDE AT ALL FASCIAS (2) #5 BENT REBAR 5. PROVIDE AT ALL HINDOV4 4 DOOR TRIMS NEN DRYER VENT: SEE NOTE a PLAN NEV4 24"X24"A2" ��ljl ILL DEEP P. CONC. PAD FTO. (MIN. 4,000 EXHAUST FAN VENT: NEV4 SEE NOTE a PLAN Nr=kq (2) #5 HOR. REIBAR UPON (2) #5 z Lu HOR. REBAR (4 TOTAL) 0 L) 2/A-201 FERMACAST C.,CLUMN DETAIL -------...... SCALE: 5/4" I'-Ol' Lu TYP. ROOFINO (SEE 2"x6" FRAMED PNIALL 4" P. CONC. SLAB SECTION NOTES) 6"xW-IOxIO kq.V4.m. TYF. ROOF CONSTRUCTION 2"x6" BILL PLATE BETHEEN CENTER $ UPPER (SEE SECTION NOTES) OF SLAB SECURED IN PROJECT: PLACE PURINO FOUR 'SIMP5ON' H2.5A RAFTER TIE t7H z 1' -7 - HUGHES TERMITE SHIELD 4 < 0 0 0 POOL HOUSE ORAVE < F=� (2) #4 HOR. CONT. O.J. AS PER PLAN 16 < .4 RE15AR TOP 4 4" 6RAVEL BASE UPON NE57 ELEVATION (LEFTSCE) E30TTOM (4 TOTAL) 0 CLEAN COMPACT FILL FASCIA BOARD 665 ROYALTON ROW 6 MIL VAPOR RETARDER MATTITUCK, N.Y. 11952 SCALE: 1/4" I'-V 14< BEAM AS PEP, PLAN HOT DIPPED OALVANTIZED "SIMPSON" HANOERS ANCHOR BOLTS a 5cl" O.C. 4 MIN. AS PEP, JOIST 51ZE DRAWING TITLE: 12" FROM CORNERS;FIN INTO CONC. PROVIDE I" 7HK. SLAB H/ MIN. V EMBEDMENT. "SIMPSON" PC RIOID INSULATION 4" P06694 NEPq "5IMPSC PROPOSED EXTERIOR ELEVATIONS (FOR 5 FLY EM) )N" LU526 "SIMPSON" 5052-2/4 OALVANIZrzr;� J015T (FOP, 2 PLY 5M) HANOER PROPOSED BUILDING SECTIONS =77 I/A-201 MONOLITHIC., SLAB DETAIL CONSTRUCTION DETAILS SCALE: I" P-0" _==7 PAGE: JAME5 HARDIE 1"X4" CEMENT TRIM (COLOR 40% 010 A01%, AvIlk TO BE 5ELE(�,TED) Ff 0 A-;e 4"x4" F.T. F05T 6'x6" P.T. P05T "SIMPSON" AE3A44 NRAP V417H Ix AZEK COLUMN BASE STONE FAVERS, DATE: 08/29/24 6 OF7 El 0 - I FINISHED ORAME 'SIMPSON" a"O SONOTUBE' FILLED P05T BASE PER CONO. P05T SIZE PSI) 0 0 (MIN. 4,000 STONE PATIO SOUTH FLEVATION (FRON7) NORTH ELEVATION (REAR) SCALE: 114" 1'-011 SCALE: 1/4" P-0" 4/A-201 OUTr��00R SHONER 5/A-201 00\/. FORCH 1�)ETAIL 50ALE: I" I'-V SCALE: 5/4" I'-Ol' a Q 0 PROVIDE "ABESCO FF200 FR Ll.l 4" FRESH AIR VENT EXPANDING FOAM" (OR EQUAL) IL i AT ALL PENETRATIONS IN FIRE p NOTE: J CB THROUGH ROOF ALL PLUMBING WORK J RATED WALLS AND O Q i FLOORS/CEILINGS. PRODUCT 5HALL CONFORM TO 4- N� LOCAL PLUMBING CODE _CONFORMS TO A5TM E SI4, k i ASTM E 84, AND UL 14'19 Q 0� ? Lr) O Q O O O O O N z 0 2 LEGEND -------------- -- -------I---- ------- 2 I I - NOTE: POOL HOUSE BATHROOM � _ _____ HOT WATER ALL PLUMBING WORK - - SUPPLY O O ateJ O ol, O L m •Lj � � i I 5HALL CONFORM TO N r.._.._.._.._..-� SUPPLY Q 0 a Q i LOCAL PLUMBING CODE O i O � GOLD WATER O O i i IL 91 i u i i 2 i GLEAN OUT ~ I Q i PROVIDE "ABE500 FP200 FR POOL HOUSE 3 I BATHROOM A5 REO'D i i O i i I X EXPANDING FOAM" (OR EQUAL) Qr I i u i iK am AT ALL PENETRATION5 IN FIRE u PROVIDE F.A.I. i U - X i 1 U X! i v W.G. RATED WALLS AND F�A _ i - FLOORS/CEILINGS. PRODUCT WATER ! DW WASHER i Ni i� Q4 ASTM E 84, AND UCONFORM5 TO L�14"TQ 14 LAW MASHER HEATER OUTDOOR PATIO L�____1__________________L�_____L�__ _____1__--__---L----------------_-----___---_____-___--_ 1-�:: L.._.._.._.._.._.._.._.._.._.._.._.._.._.._..L.._.._.._.._I.._.._.._.._.._.._.._.I_.._.._.._.._i._.. ._..-.._.._._..-.._.._.._.._.._.._.._.._..-..-.._.._.._.._.._.._.. G.O. I VERIFY SZE G.O. w/MANU. 411 i 4" HOUSE i TO DWELLING U •— rWATER MAIN D MAIN DRAIN G.O. j + 4" 4-j W TO SEPTIC SYSTEM U c FLUMB I N RISER - [:)RAIN / NA57E / VENT FLUMBINO RISER - SUPPLY' nU)` SCALE: NTS W SCALE: N75 Q z w O U iu H a 0 PROJECT: HUGHES POOL HOUSE 665 ROYALTON ROW MATTITUCK, N.Y. 11952 DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-10 .1000 DATE: 08/05/24 7 0 F 7 to �0 c �%