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HomeMy WebLinkAbout48304-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT PFJ 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 #: 48304 Date: 9/16/2022 Permission is hereby granted tow. Baxter Jr, William 6915 SE Harbor Cir Stuart, FL 34996 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 860 Griffing St SCTM # 473889 Sec/Block/Lot# 102.-5-9.7 Pursuant to application dated 8/8/2022 and approved by the Building Inspector. To expire on 3/17/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,563.20 CO-NEW DWELLING $50.00 Total: $2,613.20 B . i ctor ,w�aa TOWN OF SOUTHOLD—BUILDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 15: Telephone (631) 765-1802 Fax (631) 765-9502 h s://www.sotillioldto^w�°nn . gov Date Received APPLICATION FOR BUILDING PERMIT or Office Use Only PERMIT NO. - Building Inspector: AIJG ',D ')09' Applications and forms must be filled out in their entirety.Incomplete SUH DVG DEi &' applications will not be accepted. Where the Applicant is not the owner,an " °:i: wEi Owner's Authorization form(Page 2)shall be completed. Date:8/2/22 OWNER(S)OF PROPERTY: Name:Robert Fischer SCTM # 1000-102-05-9.7 Project address:Lot 1 Griffing Street, Cutchogue NY 11935 Phone#:631-767-9933 Email:RFIS641 1 00@YAHOO.COM Mailing Address:Lot 1 Griffing Street, Cutchogue NY 11935 CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Address:PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 :]:EM�ll.:M:sarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED`CONSTRUCTION WO-NewStructure ❑Addition ❑Alteration ❑Repair []Demolition Estimated Cost of Project:. ❑Other $ Will the lot be re-graded? ❑Yes igNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:Vacant Lot Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HB/ NC this property? ❑Yes ii No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 230AS of the New York State Penal Law. Application Submitted By(print narn ),AMP Architecture, Jess Magee BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) AMP Architecture, Jess Magee being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file then ° h. ARBARA H. TANDY Sworn before me this NotaryPublic,State Of NeW York IN'o. 01 TA6086001 1=� Y Sion Expirps da of f� , 20 as Qualified In Suffolk coin Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Robert Fischer residing at do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. ) b a Owner's Signature Date Fisuuc Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project North Fork Estates at Cutchogue Lot 1 Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area. 3,316 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Griffin Street Anthony Portillo Anthony Portillo Cutchogue, NY 11935 AMP Architecture AMP Architecture 10200 Main Road 10200 Main Road Mattituck, NY 11952 Mattituck, NY 11952 516-214-0160 516-214-0160 aportillo@amparchitect.com aportillo@amparchitect.com Compliance: 12.5%Better Than Code Maximum UA: 522 Your UA: 457 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. En eloDe A G Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ce11 i 11 ling: Flat Ceiling or Scissor Truss 2,031 49.0 0.0 0.026 0.026 53 53 NORTHWEST Wall:Wood Frame, 16" D.C. 778 27.0 0.0 0.051 0.060 35 41 Window: Vinyl Frame 100 0.300 0.320 30 32 SHGC: 0.40 SOUTHWEST Wall:Wood Frame, 16"o.c. 989 27.0 0.0 0.051 0.060 38 45 Door: Glass Door(over 50%glazing) 51 0.300 0.320 15 16 SHGC: 0.40 Window 1:Vinyl Frame 188 0.300 0.320 56 60 SHGC: 0.40 SOUTHEAST Wall: Wood Frame, 16" o.c. 558 27.0 0.0 0.051 0.060 24 28 Door 1: Solid Door(under 50%glazing) 24 0.300 0.320 7 8 Window 2:Vinyl Frame 63 0.300 0.320 19 20 SHGC: 0.40 NORTHEAST Wall: Wood Frame, 16"o.c. 1,087 27.0 0.0 0.051 0.060 44 51 Door 2: Glass Door(over 50%glazing) 64 0.300 0.320 19 20 SHGC: 0.40 Project Title: North Fork Estates at Cutchogue Lot 1 Report date: 07/27/22 Data filename: Page 1 of 2 r n Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 3:Vinyl Frame 166 0.300 0.320 50 53 SHGC: 0.40 Floor: All-Wood Joist/Truss 2,023 30.0 0.0 0.033 0.047 67 95 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building h designed to meet the 2018 IECC requirements in RE check Version : REScheck-Web and to comply with the mandatory r e ents " ted in the REScheck Inspection Checklist, Name Tdtie Signature Date %_QED APC,, AON � y 0 0) ' + w Project Title: North Fork Estates at Cutchogue Lot 1 Report date: 07/27/22 Data filename: Page 2 of 2 Efficiency Certificate Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.30 0.40 Door 0.30 0.40 Heating System: Cooling System: Water Heater: Name: Date• Comments ..... 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Cl) Cl u� 4 z qa s e r r Ya s z g s9E4 x x S 1 x&tl� M1= uy x�ka SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION ® PROP05ED ACCESSORY STRUCTURE a PROPOSED 2ND STORYLu W co J m E N O O OUTI LITY LE L_ ur1uTY O _� Z O OPOLE "�ti�� - -..- .- ,�� �: /• �* . 0- � 1 '7 rll EL=28.a VACANT LAND . �4,. �y a 't ► e - 540°15'20"E - - - - - - - - Jafi� + t`» -- _ "�• f ?. y f �� y � c "` >i, sAK }, Cq 165.0' �' ,, -.'" ��_ r. ' O 4 } t ++ In �$t d STREET EL-31.1 ' •` ;. t.p� r .f y 4 *;, .t t ' TREE I w' s *« »•.a t• k^ ,r r. ,�'` i a� , ...,, �r� %!' .1" .s• 4.. y .o �y,, i A �'`+c - '�'9bq� •y(°�'."T�i y� �. � i�4 $+�� .% '�`�3.. Y t �'/e to t l' "�'0.t�e s�' 4 •t� IF I N I to tw, 1,,"k• : ,;; �yc {`° p"?, ''! +d w �'', SUBJECT PROPERTY = FIE, ♦ w ,.*'. '1i� ib''r'` � .w"R�Aa''9k . w�i„ 7,4 � \�f •�♦ 6 a A rill/ nl I I •,`r;� "`'� '` ,t- �: �� ♦ R»r" .. iYG,y yri-1 1 p, `���.,I� r<� _ . �1 t',M� .y,.. �• 'tRi' _y '4 + A"r "la„\r y $5 C '.M,. h'`. 'i kSes'.'.*', J". .rr Y3 • I 1� '�r 4 9 � spy.✓ �4v. r.4 3�I �iy ✓ � Y` `kY "e .l.ar F•,' i,,'' � �� , PROP. ;4`±� � ..% +' r`.�' •`1s's,• Y •n"+ �'4 "C� !+ d�"aa `` �s � i.+��', o^♦„n r"�,i o .0 STREET I x `w`�.�.i'`. a aY -5 ,e .. " �, �` '� �r 'ra/�� , ► �s a - I TREE 50' REAR YARD SETSAGK - - - - - - - - - - - LOCATION MAF U � v ' S A E: 0) UIL TILITY I Q G L NTS POLE I m l I •- 0) FA0E OCE cn _ FR0 EC,T 5�OFE : 4� p PROP. d 3 O G ffi®® I .0 0 I � WD. DECK /�R� Q I I � PROJECT LOCATION & SCOPE I I 18x6 1 } z IK Z 2"1.3'/ DRY-/ u i ��u Q 4 - ;�> FROFOSED NEN 2 STORY ND. FRAME DWELL I NO N/ BASEMENT SITE PLAN & ZONING DATA Q I 1 1 I in I ( m 1 0 O SRO E - - i - PROP. 2-5TORY WD_ 24.0' 44,7' °zj w ®®� ,®® GENERAL NOTES I - FRAME DWELLING w/ j14.0' Q, ENERGY TABLE N BASEMENT +E GARAGE / STRUCTURAL DESIGN CHARTS (5 BEDROOMS) --------� I PROP. F.F. EL.=28.1 �RO�E�T DATA : /_ -0®�.0® STREET v GARAGE SLAB EL. 2611 HOEDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS IT TREE w� I UTILITY �n o N 1 I FASTENING SCHEDULE POLE i - ---___ I PROJECT / ZONING DATA fa i 24.0 -_ d I 30.0' COVERED - -®®�.®® FRAMING GRAPHICS < I PORCH I TAX MAP # 1000-102-05-Q.7 I BEAM CONNECTION PATTERNS Z v I _ I I ZONING DISTRICT HB / NO ° `� I �o' I I FIREBLOCKING DETAILS I < j T_ � I'8x6 1 I 18x6 1 LOT AREA 0.6 ACRES - O DRY- 1 DRY-/ w ��(IELL� VC-Ll� Iz I PROPOSED FOUNDATION PLAN _ i� I SUFFOLK COUNTY HD APPROVAL REQUIRED 5 -I 40' FRONT YARD SETBACK - I PROP. ( GRIFFING ) 1� Iz Iz STREET ( Iw 10 y PROPOSED d TREE 1 I� I�n HABITABLE SPACE u w - I Q� ,®0 PROPOSED FIRST FLOOR PLAN j m j IQ 10 I BASEMENT AREA _ - O I i 6 PROP. ID 1 FIRST FLOOR AREA 1,445.11 S.F. N EL=23.q' ? ASPHALT ID 1 w I I DRIVEWAY ID i I SECOND FLOOR AREA I A70.4 S.F. W i0- V - I ®�j,®® PROPOSED SECOND FLOOR PLAN o PROP. PROP. I PROP. PROP. p TOTAL BEDROOM COUNT 5 v Z ` STREET STREET i STREET STREET 1 ( N ui > TREE TREE i TREE TREE 1 I I _i EL=21.3' A-201 .00PROPOSED EXTERIOR ELEVATIONS - - - - - -T - - - - - - ' - - LOT GOVERAOE ui Q o 0 0 3 N39°38'20"W I 142.52 --- - -- - - % LOT 16 I DESCRIPTION (FOOTPRINT) AREA COVERAGE PROJECT: 1 - I -�®� ,®® PROPOSED EXTERIOR ELEVATIONS i � 1 Lu 00 GONG. WALK TOTAL LOT AREA 21,168 S.F. I NORTH FORK I I PROPOSED HOUSE 8 GARAGE 2,1'15 S.F. 8.090 EXIST. - - 1 CATCH I GONG. CURB PROPOSED COVERED PORCH 175 S.F. 0.690 ESTATES - LOT 1 I BASIN ( PROP. FIRE HYDRANT (TO REPLACE EXIST. FIRE WELL AFTER PUBLIC WATER PROPOSED WOOD DECK 164 S.F. 0.69b -�®I .®® BUILDING SECTIONS MAIN EXTENDED DOWN GRIFFING STREET) - - GRIPPING STREET I R I E E I N O S T R E E T j TOTAL AREA OF ALL STRUCTURES 2514 S.F. 11.3 "MAXIMUM LOT COVERAGE ALLOWED - 20.0% CUTCHOGUE, NY 11935 BUILDING SECTIONS DRAWING TITLE: - --- ___ PROP. MAIN ® STREET __--J___--____-- REQUIRED SETBACKS - MAIN BUILDING PROJECT LOCATION &SCOPE REQUIRED PROPOSED COMPLIES -�O I .O® DESIGN DETAILS SITE PLAN &ZONING DATA FRONT YARD 51 TE ��lN T (GRIFFING STREET) 40.0' 50.0' YES FRONT YARD - PAGE: SCALE: I" = 15'-0" 40.0' 48.0' YES G PROPOSED STRUCTURAL PLANS (SCHOOL HOUSE RD) �J- I O I , SIDE YARD 15.0' 44.7' YESG-001moo y REAR YARD Y 50.0' 68.2' UYES _ II PROPOSED STRUCTURAL PLANS DATE: 06/28/22 1 OF 17 SITE LAYOUT NOTES: �- I ®�,®® PROPOSED STRUCTURAL PLANS I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS SUBJECT TO VERIFICATION BY A LICENSED • �QaD AR(,,�� SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. 4'�a s;� ; ♦ G�� C� 2. SURVEY INFORMATION WAS OBTAINED �- I O�.O® PROPOSED STRUCTURAL PLANSz. ' FROM A SURVEY DATED MARCH 3, 2022 �I P AND PREPARED BY: -,A - 5ECCAFICO LAND SURVEYING PC. '�%. 19 74V5 yO�i 500 MONTAUK HIGHWAY F OF v� MORICHES, NY 111155 �- I 0 I .00 DWV/ WATER SUPPLY RISER N� (631) 878-0120 GAS RISER NOTES Si�EG I I GST I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION.CONCRETE.AND Ma50NRY I�LJ�R Y 11`�T I O I `4✓ IT IS THE GONTRAGroRS RESPONSIBILITY TO KEEP THI5 GONSTRucrION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 BETTER (Fb = 8'15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT _ ___ -- TOGETHER AT ALL TIMES. IT 15 AL50 THE GONTRAGTC�25 RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEIV6 NERFO ASSMED AND SHALL COORDINATE THE "` BOARD -1 INSUL. 1INSULATION PRESCRIBED HEREIN. WHEN IT GAN BE SHOWN,AND THE AUTHORITY HAVING SUB-CONTRACTOR-5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF _ SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE 50RATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR Q 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ 6REATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLDG BUILDING -1 K KIPS (1000 LBS) ___1 Lu GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REOUIREMENTS OF THI5 DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/IN5ULATION. 51ZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TOW50. FT.,U.O.N. w APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS BM _ BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS Jcc 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINC75 TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 IB.O. � BOTTOM OF l MAX. MAXIMUM � M ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED Q 4--+ STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. J MECHANICAL � .c cm PREFABRICATED WOOD I-JOISTS,STRUCTURAL WMP051TE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS,U.O.N. - 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINC75 IN PREFABRICATED WOOD TRUSSES, OYP5UM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM O = 0 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL GORES FLOORS,ROOFS, AND WALLS. PANEL5,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS -- _ - .- O AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN I.I THROUGH I.B. UNTIL I� TIER OF FRAMING IS IN PLACE. G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88� �- � b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS, .- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED GC�VGRETE OF SIZE SHOWN ON DRAWINGS. COL. 11 COLUMN NYC BG � NEW YORK CITY BUILDING CODE a .� OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS,61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER � 0 N WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. _ SHALL BE CLARIFIED WITH THE AR.CHITEGE/EN6INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OCG. OCCUPANCY O O �' WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. � � � O O q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE - - � --+ u) 6. NO DEVIATIONS OR CHAN6E5 TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. EOUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE 1 PRELIMINARY BASE FLOOD ELEVATION c N cc UNLESS APPROVED BY THE ARCHITEOT/ENCINEER. DAYS OF 4,000 P.S.I.,U.O.N. - 1 Q O O 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMEN51ON P. GONG. POURED CONCRETE 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 1410.1 STRUCTURAL GLUED LAMINATED 11. CONG. SLAB5 TO REST ON MIV. OF W FINE GRAVEL OR SAND WITH - �� � - BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 1 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS THERE SLAB ABUTS FRAMING. EA• EACH -- PLYWD I PLYWOOD WOOD I-JOIST5 SHALL MEET THE PROVISIONS OF A5TM P5055 41. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORIN6, GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABLISHIN6 AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. [PRESSURE TREATED 7 NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOI5T5, THI5 (1) WALL TIE PER(3) 50. FT. - - ________7 - I� 10. OWNEWBUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, DOCUMENT, THE C70VERNINO BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHING To BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, �� APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING RI RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA ---- -- --- -- 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 T55EMBLIES 15. APPLY (U GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. �EXTERIOR RM. ROOM 1 PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN5. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROV1510N5 OF FROM FOOTING TO 2" ABOVE FNISH GRADE. - - r 1 A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. I ROOF RAFTER v -- R THE RESPONSIBLE OR 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14 PROVIDE 'X' GROSS BRAGINC AT JOISTS, STUDS, AND RAFTER5 WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOOUMEN,THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY V-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/EN6INEER. NO FAR FLOOR AREA RATIO -� SIL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE AL50 PAGE F.A.V. FRESH AIR VENT 5.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMIE:E5 REASONABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY TIMES. AT THE COMPLETION OF WORK, THE: CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT,THE ARCHITECT/ENGINEER. FF FINISHED FLOOR _ TBD TO BE DETERMINED RUBBISH,WASTE MATERIALS,TOOLS,ETC.,GLEAN ALTOS AND LEAVE WORK Ib. APPLY ALL CONDITIONS ADDRE55ED IN FASTENING SCHEDULE AS 60VERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS NECESSARY. SET FORTH IN ANSi/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLA55 AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP 6L. TEMPERED GLASS BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. - --- 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL IT PROVIDE ALL NAILING AND 5TRAPPING ADDRESSED ON PA6E5 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. � FLOOR J015T5 1 THK. THICK _1 U c Iq. UNLCSS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BEA �- LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I8. AT "WET WALL" PARALI EL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. 6YP5UM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. STUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR 6YP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK - _ Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM G3-1 SPECIFICATION FOR 6YP5UM LATH, OR ASTM C7q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORGINC. FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD < - SPECIFICATION FOR GYPSUM SHEATHING BOARD. - THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR• FRAME 1 TYP. TYPICAL nl COMPLETION OF PROJECT. A5 PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID of SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" -- = W IT. THE CONTRACTOR SHALL INDEMNIFY A1lD HOLD HARMLESS THE OWNER, " " MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED Q 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL 55.6 HARDBOARD SIDING. - ARGHITE ALL CLAIMS, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 6LA55 WINDOWS AND DOORS FTG. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHILL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: I. ALL GLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD aIiiiiiiii THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2.6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER - ---- - - I5 ATTRIBUTABLE TO BODILY INJURY,5101<NE55, DISEASE OR DEATH OR TO CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. H.D. 1 HOLD DOWN 1 w/ WITH INJURY IN OR DESTRUCTION OF TANGIBLE: PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS,NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND ___ _ ITSELF INCLUDING THE 1-055 NE USE NT A'TING THEREFROM). (B) IS CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING 6LA55 DOORS, 5KYLICHTS,AND ANY 6LA55 UNIT INSTALLED HDR HEADER , WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT AGT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, -- EMPLOYED B ANY SUBCONTRACTOR,OR AN ANYONE FOR DIRECTLY TS INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLESS OTHERWI5E NOTED. HNGR HANGER ZR ZONING RESOLUTION 1 _ EMPLOYED E ANY E THEM, OR ANYONE FOR WHO5E AGES ANY R THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. _ __ BE LIABLE REGARDLESS UN WHETHER OR. NOT IT IS CAUSED IV PART BY A A. TRUSS J015T MGMILLIAN IAE MIGROLAM 4. ALL 6LA55 UNITS SHALL BE IV5TALLED IN STRICT ACCORDANCE WITH I HDR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. OEOROIA PACIFIC 2.OE 6-P LAM 1.82. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPECIFICATIO145. 15. ALL MATERIALS,ASSEMBLIES, AND METHOD OF CONSTRUCTION INCL UDINO PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - - -- . ---------------------- BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING,PLACING A. TRU55 JOIST McMILLIAN 2.OE PARALLAM THE PROV1510N5 OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE /`� OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION GORE. INSULATION � FENESTRATION R�l�C l� I R�M�I `l T� TO BE SURE THEY ARE IN ACCORDANCE P41TH THE DRAWINGS,SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS,WINDOWS,OR AND SPECIFICATIONS WILL NOT BE PERMI'TT'ED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. - - ----- --- - AUTHORIZATION OF THE ARGHITECT/ENOINEER. AND ANY ADDITIONAL REOUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY T ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT COMPLIES NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. VALUE CITATION (PER 2020 NYSECCC) PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. I -_ -__- 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A1414.1 CELLULOSIC EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH FENESTRATION = 0.25 MAX. U-VALUE = 0.32 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LAKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/5F YES AIR LEAKAGE = 0.30 GFM/SF 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PER R402.4.3 d TABLE R402.1.4 - CLIMATE ZONE 4 21. ALLIGATI RI S AREE55 NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE __ _ ___ ___ _ _ _ _ __ 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REOUIREMENT5 OF U.S. CHARAGTERI5TIG5 ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 22. PROVIDE FIREBLOGKING A5 PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS GEILIN6 R-VALUE R-4q BATT INSULATION MIN. -VALUE == 441 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1),THE GOVERNING BUIL DING GORE,AND ANY ADDITIONAL REQUIREMENTS. PER TAB 402.1.2 - CLIMATE ZONE 4 23. PLEASE NOTE THAT THESE PLANS ARE: PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REOUIREMENT5 AS SET FORTH IN APPLICABLE CODE EVALUATION - -_ UNAUTHORIZED USE UNDER FEDERAL LAW BY THE PROTECTED AROHE MUST WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE UNAUTHORIZED PROTECTION ACT OF IL L (AJBY THE WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OGGUR IN THE SAME GROSS-SECTION. TEMPERED CLASS. ROOF RAFTER R-VALUE R-21 SPRAY FOAM INSULATION; MIN. R-VALUE = 4q YES I 22. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL R-28 BATT INSULATION PER TABLE 8402.1.2 - CLIMATE ZONE 4 25. FOR NEW WALLS,A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 22.7. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WIND50RNE DEBRIS. _ CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PACE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 182.1 SQUARE AND MISSILE TEST OF ASTM Elggb AND ASTM EI886 AS MODIFIED BY 2020 NYS BG EXTERIOR (2"xb") WOOD R-14 (2")5PRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) STATE BUILDING CODE,2020 NEW YORK STATE RESIDENTIAL CODE,2020 SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND 5 R.EN5 (INCH SERIES). SECTION 301.2.12.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET FRAME WALL R-VALUE R-13 BATT INSULATION (TOTAL R-27) PER TABLE 8402.1.2 - CLIMATE ZONE 4 YES i Z NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENIN6 THE REOUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR _- - W STATE ENERGY CONSERVATION CONSTRUCTION GORE. 50HEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2• LAO 56REW5: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ ANSI/DASMA 115. R-30 BATT INSULATION 2 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEG.'s). ASME BI8.2.1 50UARE AND HEX BOLTS AND SCREWS (INCH SERIES). FLOOR R-VALUE R-21 (3") SPRAY FOAM INSULATION MIN R-VALUE = Iq 2 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH ® RIM JOIST PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 0 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2.2.3. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES A THICKNESS OF NOT LE55 THAN " AND A SPAN OF NOT MORE THAN 8' SFfALL -- E __ _- CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DEVON BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND (AFSPA) AMERICAN WOOD COUNCIL (AWG,). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL W END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE COMPLIANCE STATEMENT: m TREATED WOOD d FLA5HINC. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS $ A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 ERE]. PLUMBING CODE. SECURE w/(2) 1/2" -V ANCHOR BOLTS (4" LONG EXPANSION BOLTS® R3012.12. ATTACHMENT HARDL^ARE SHALL BE PERMANENT EXIST. WALLS 4 12" LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 THE ANCHORS AND CORROSION-RESISTANT AND THANCHORS SHALL BE PERMANENTLY INSTALLED Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6A&E ARE SPECIFIED,MINIMUM A5TM A653,STRUCTURAL OUALITY, ON THE BUILDING. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TINC, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL HOWEVER,WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REOUIREMENT5 OF THE 6oVERNIN6 BUILDING CODE AND ANY PLUMBING TABLE 8301.-1 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE W ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN,WASTE, AND VENT(DW) CLIMATIC GEOGRAPHIC DESIGN CRITERIA CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. SYSTEMS TO NYS PLUMBING GORE AND NYS DEC REGULATIONS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _-_ ___ _ PROJECT: CONSTRUCTION GORE. 5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD GROUND SNOW LOAD 25 LBS U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. NORTH FORK N/b" RISE s w/(2) 5/4"O BOLTS THROU61•f CENTER LINE OF VERTICAL LE65 2.2. SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES,AND STAPLES. STRUCTURAL MEMBER ALLOWABLE BASIC WIND SPEED 130 MPH SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION DEFLECTION 6ENER.AL WIND PROTECTION CONNECTION NOTES: 22.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES AND AT BASE OF VERTICAL WA5TE PIPES. ESTATES - LOT 1 ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RE51MNTIA.L SHALL MEET THE REOUIREMENT5 OF THE GOVERNING G OVRNING BUILDINCODE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION;557D 10-419 AND 2018 SBC HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REOUIREMENTS AS SET FORTH IN THE 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER L/I80 CONSTRUCTION MANUFACTURER'S CODE EVALUATION REPORTS. FOOT. W/NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BET1^lEEN FOOTINC5, FOUNDATION WALLS, SEISMIC DESIGN CATEGORY B FLOOR5,STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING 5HINOLE5 2.2.7, SCREWS: SGREW5 SHALL COMPLY WITH ANSI/ASME B 18.6.1 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: I. ALL SLOPED ROOFING SHIN6LE5 SHALL BE GAF-GLASS-A ASPHALT ROOFING HOODSCREWS (INCH SERIES). - DISH WASHER........................................2" INTERIOR WALLS a PARTITIONS H/180 WEATHERING SEVERE GRIFFING STREET 2. APPROVED CONNECTORS, ANCHORS A:ND OTHER FASTENING DEVICES NOT 5HINOLES OR APPROVED EQUAL. - KITCHEN SINK........................................2' INCLUDED IN THE STANDARD 13UILDINS CODE, SECTION 2306 OF TBG SHALL - LAVATORY..............................................2" FLOORS 4 PLASTERED GEILIN65 1-/360 FROST LINE DEPTH V-0" CUTCHOGUE NY 11935 BE USED IN ACCORDANCE WITH MANUFAGTURER'5 RECOMMENDATIONS. 2• SHIN6LES SHALL BE APPLIED OVER 15#BUIL PING FELT,UNLESS OTHERWISE - SHOWEWTUB..........................................2' NOTED. ALSO,CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE - TOILET........................................................3" 3. METAL PLATES,CONNECTORS, SGREYi,BOLTS AND NAILS EXPOSED _ „ ALL OTHER STRUCTURAL MEMBERS 1-/240 AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: LAUNDRY .................................................2 TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. a 24" FROM ALLVALLEYS, AND ROOF FLASHING CONDITIONS. - FLOOR DRAIN..........................................3" DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 - 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 6. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4 TGE BARRIER REQUIRED YES GENERAL NOTES 4. WHERE WINDOWS AND DOOR5 INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. THROUGH ROOF. EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES 1-/240 5HEATHINC AND 51DIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN AND AT LEAST ONE STUD AT EACH 5117E OF OPENING. SPECIFICATIONS. DRAIN GOOKS AS REOV. H05E 5155 SHALL BE PROVIDED WITH BACKFLOW EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES PROTECTION. 5. RIDGE STRAPS SHALL BE ATTACHED To EACH PAIR OF OPPO51NG 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xW OR 2"x4" LUMBER IS LOADIN6 VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED __ LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH To EACH PAIR OF b. CORROSION RESISTANT II 6A6E ROOFING NAILS AND 16 6A&E STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" WITH BACK FLOW PROTECTION. RAFTERS. PERMITTED STRUCTURAL DESION LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BETRIN6. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHILL ALWAYS BE CARRIED OUT AS PER -- G-002mOO 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR USE LIVE LOAD DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. 8. ASPHALT 5HINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF TO CONGEALMENT OF PLUMBING. � --- - -_ -- __-____._ THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED II. NOTCHING AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUILDING CODE. EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY NOR ANY POTENTIAL DAMAGE THEREOF. DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT DATE: 06/ /2822 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MASONRY ELECTRICAL: 2 OF 17 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD 8. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM PASSANOER VEHICLE 6ARA&E5 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDINO WON CENTER. 1. G GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED TO 2011 NATIONAL ELECTRIC CODE,NFPA 70 AND 2020 NEW YORK STATE COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ENERGY CONSERVATION CONSTRUCTION CODE. ATTICS WITHOUT STORAGE (MAX CLEAR HAT< 42") 10 psf 15 psf SITE WORK 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6,UNLE55 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE COMPLETION OF WORK. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf ��ED AF'i'� 1-1 2.VERIFY ALL GIVEN DATA ON DRAWIN�'�S. IF THERE 15 T DISCREPANCY, DEEMED APPLIGABIJ=. RECEIVE CLARIFICATION FROM ARCHITECT/EN&INEER PRIOR TO PROCEEDING. 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS INSULATION 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: p p C � ,SyA C) RECEIVE ROOMS OTHER THAN SLEEPING ROOMS 4o psf 15 psf - GENERALLY,VERIFY OR PROVIDE HARD WIRED (WHERE APPLICABLE) AT HEAT PRODUGIN6 EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED SMOKE DETECTORS w/BATTERY BACK-UP IN: � K� j 1 %I 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf z &` � �{lia ;0 STOCKPILE TOPSOIL OBTAINED FROM 57RIPPIN6 DRIVEWAY AND BUILDING EOUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. A. EACH SLEEPING ROOM " ;; -.j , * SITE. STOCKPILE ALL EXCAVATED MATERIALS. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. STAIRS 40 psf 15 psf V!�t- 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION p p _ --,v B. OUTSIDE OF EACH SEPARATE SLEEPIN6 , .. . 4. NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEED5,TREE WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY (P ' °c , ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT I5 UNSUITABLE 4. FINISH JOINTS,J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE AREA IN THE IMMEDIATE VICINITY OF GUARDRAILS AND HANDRAILS 200 sf 15 sf -0 7[�" FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS FOUNDATION WATERPROOFING. THE BEDROOMS (GENERALLY THE HALLWAY) p p ?�. --.;-,.A ti TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. F �.� G. EVERY LEVEL OF DWELLING Q F NE . 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 12 psf FOR ATTIC 14 ALL OPENINGS. (BA5MENT, FIRST FLOOR, d SECOND FLOOR,ETC) ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf- q" R-3o FOR FLAT GEILIN65 p IS psf FOR CATH. - 8.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 6. FASTEN 6YP5UM BOARD AS PER FAST'ENIN6 SCHEDULE ON PACE 6-003. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION MEGHANIGAL.FUEL GAS: - 525" R-21 FOR 2"xb" WALL CONSTRUCTION 1. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 525' R-21 FOR FLOORS NYS MECHANICAL CODE AND FUEL OAS CODE A50E 7-16 (MINIMUM DES15N LOADS FOR BUILDINGS AND OTHER STRUCTURES) NOL_OOM DETAILS T` F I CAL NAIL_ I Y NO/STRA��I NO IRI EOU I REMENTS FOR FASTENING SCHEDULE A -- ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER U F L< I F T/ SHEAR, $ LATERAL `4 I N D RESISTANCE NOTE: TH 1 S SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE (SEE PAGE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, d WHEN LOAD CAPACITIES ARE MATCHED (SEE "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "5IMP5ON" EQUIVALENT - 0520 (COILED STRAP) AND ROUGH OPENING FRAMING RECUIREMENT5) 0 ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; T-,(P. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.0 J HOLDOWN 'A' HOLDOWN 'B' DESCRIPTION cc FASTENER SPEC. FASTENER < � CONNECTION A /�' /� AND QUANTITY SPACING cm FOR NEW 4 EXIST. N�I L. I M�/ �/R I � --- � � � ROOF GEILINO FRAMING o = rn FOUNDATIONS ;y _ � O J I.DIM's ARE ALL MIN.*'s BASED ON USE OF ONLY A I6d .-- COMMON NAIL w/o PREBORED HOLES. 4J WALL ENDWAI L 2° RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER 0 Z O (3) 2x FULL 0) 2x FULL CORNER 5TUD AT RAFTER TO RIDGE 2.wooD IS ASSUMED TO BE OF,#2 4 BTR. IN DRY USE _ 1 HEIGHT STUD HEIGHT STUD ONNEGTED TO R.R. y iv SERVICE a •� .Y CORNER STUD TRANSFER SHEAR CONNECTION: Q CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST T 2: 01CO .- NNEGTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL c: :3 (V TRANSFER SHEAR SIE �Y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP O ' "SIMPSON" HD05 3 8 J • •— • • FOR STRAP - d COMMON HOLES,SET NEw MEMBER. O •4 C9 HOEDOWN ANCHOR 0 2-I6d COMMON NAILS ® EA. END OF STRAP. .N 0 2AIL COMMON LOCATIONS NOTED NAILS O.C. IF O.G. 4 / ,• • • 4.No MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 JOIST LAPS OVER PARTITIONS AGE-NAIL) 9-16d COMMON EACH LAP C O NAILS ® b" D.G. 4 ON PLANS • � 10" . IF BLOCKED �I/ • . • . � O O.G. IF $LOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH G� G ?• 5.SEE SECTION b FOR ANY REOT TO CLINCH THE NAILS(TO Q � O CORNER P05T j ROOF SPANS OF 24' OR GREATER, x TIGHTLY BOND THE END OF THE NAIL TO A q0"ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE • 1 GRAPHIC BELOW) USE 4 $d COMMON NAILS "SIMPSON HDOe, EA. END OF STRAP FOR ROOF 6.PIME45IONS ARE DERIVED FROM THE NDs COMMENTARY BLOGKIN6 TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END HOEDOWN ANCHOR® SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE LOCATIONS NOTED d SLOPES OF 5:12 AND GREATER. OR 4-1. ON PLANS ° ° RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END L� CONNECTION BI B2 WALL FRAMING d AT RAFTER TO TOP PLATE TO STUD GONNEGTION: HOLDOWN INSTALLATION OPTIONS: • 41 FOR NEW P. GONG.FOUND.'s 1 FOR STRAP - d COMMON NAILS B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT j 8 HOLDOWN CAST IN PLACE N/1/5"4) THREADED ROD • • EA. END OF STRAP: • • U s� WHEN IN TOYJN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. 51DE FOR EXIST P GONG. OR NEWLY CURBED FOUND.'s • • NOTE I � • • n 1 7/8"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • GEOMETRY EXCEEDS THAT PERMITTED IN STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. W CONCRETE w/ "SIMPSON" SET (HIGH 5TRENGTH EPDXY ---� BI MAX. NAILING GRID ABOVE UTILIZE ADHESIVE), 4 FOR TEMP.'S 0°F-40°F USE "SIMPSON' AT 51MPSON # -12A (OR EQUAL) RAFTER TIE (14161-1 STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGE5 • - • FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES 50LID 4 CAST IN PLACE HOLDOWN USE SAME • CONNECTION • FOR G.J. TO R.R. - 1 16 d COMMON NAILS w/-1/8"(P THREADED ROD REOUIREMENTS FOR ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s(W4EN2-I6d COMMON 1,2 PER FOOT APPLICABLE) FOR EA. PLATE TD STUD ABOVE 4 OR BELOW AT G.J. TO G.J. GONNEGTION: --ENDJOIST, or BLOCKING (PAGE-NAIL) - HOLDOWN 'C' HOLDOWN 17)' COMMON NAILS FOR G.J. TO G.J. - 16 d COMMON NAILS FLOOR FRAMING . — ZJ OUNDATONIST FOR NEWLY POURED CONNECTION GI l$ 02 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST n, FOUNDATION ® ONE: STORY ONLY� : (/ (5) 2x FULL L HEIGHT STUD CORNER STUD BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END x ,ZONNEGTED TO "SIMPSON" HDQS SFfEA • TRANSFER R BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END ° AT STUD TO FLOOR ASSEMBLY (3) 2x FULL • G2 TO STUD GONNEGTION: BLOCKING TO SILL or HOLDOWN ANCHOR® 2-I6d COMMON • 3-I6d COMMON EACH BLOCK HEIGHT STUD LOCATIONS NOTED NAILS m b" O.G. 4 TOP PLATE (TOE-NAIL) ON PLANS ICO.O"RNERIPOST°G�D G I � FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T NAILS ® EA. END OF STRAP p JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE S OR _ 2-Ibd N ° 1 BELOW - 2 IPJ d COMMON NAILS BAND JOISTTO JOIST (END-NAIL 3-I6d COMMON PER JOIST NAILS ® . ) O BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT ROOF SHEATHING e d STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a "SIMPSON" 5 D14RJ CONNECTION DI D2 SLOT° PERIMETER EDGE ZONE s &d COMMON 6" EDGE / b" FIELD HOEDOWN INSTALLATION OPTIONS: -�� BLOCKING m EA.BAY GABLE ENDWALL RAKE OR RAKE TRU85 w/ 8d COMMON 4" O.G. UP TO 9" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s '" HOEDOWN CAST IN PLACE w/?/.3"� THREADED ROD • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATH I NO FOR EXIST. P. GONG. OR NEWLY GURIZED FOUND.'s • THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) GONNEGTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY FMIN• i I i GYPSUM WALLBOARD 5d COOLERS -i" EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'S O F-40 F USE "SIMPSON" AT CORNER FOR STRAP - 3 8d COMMON NAILS ® EA. (HIG SPECIFIED STRENGTH ACRYLIC ADHESIVE) OFIED o °R D I END OF STRAP (WRAP STRAP UNDER SILL PL) I WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. 51-0 jKYL TYP. FOUND. NOTE • FILL TOP 2 WN COURSES SOLID 4 CAST IN PLACE HOLDOo ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/ THREADED ROD d COMMON NAILS I P � 6" EDGE 12" FIELD STRUCTURAL PANELS 8d COMMON / ALTERNATE GONFI6URATION - ABOVE STUD TO / ° FLOOR CONNECTION w/ # LPT4 SIMPSON (OR � � •STRAP wr f3) 6YP5UM WALLBOARD 5d COOLERS T' EDGE 10" FIELD z EQUAL) ® PLATFORM TO SILL PLATES OF NAILS• EA.END NA I L I NC/S FRAFF I NO @ W I NDON/DOOR HEADER STANDARD/ALTERNATE � STRAP TERNATE ° FLOOR SHEATHING (SUBFLOOR) o SIMPSON H25A) -- U NOTATION: A- NUMBER OF 8d NAILS® EA. END OF STRAPPING (2018 WFGM,TABLE 3.-1,P. Oct) CONNECTION E STRUCTURAL PANELS: B -NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 3255,P.291) (0 I" or LESS: 8d COMMON 6" EDGE / 12" FIELDit G -NUMBER OF FULL HEIGHT KIN&STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.230,P.292; • GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD ALTERNATE AS PER TABLE 323D,P. 293) D -NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • - NAILIN6 REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED b" O.G. AT THE PANEL EDGE:. w A D (2018 WFGM,TABLE 51,P. 189) 1 141 AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILIN6 SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILIN6 15 REDUCED. Q E - NUMBER OF JACK STUDS ® EA.END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) 0 EA. SIDE ° ° ° ° SHEAR CAPACITIES, NAILIN6 REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2019 WFGM,TABLE 3.8,P. 191) a SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: g° ° 2 - WHEN ALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d W COMMON NAILS m EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IGD NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL.) s FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH NORTH FOR K FASTENING, SCHEDULE B ° d 51DE OF THE ROOF PEAK, THE 4' PWOE GE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENT5 FOR WINDOW/DOOR OPENIN65 ° 9 FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) _2_ _16_ d COMMON NAILS ESTATES - LOT 1 NOTATION ROUGH A B G D E F 6 OPNG GRIFFING STREET 2'-0" 2 1 1 1 1 I 1 CUTCHOGUE, NY 11935 4'-0" 4 1 2 2 2 2 SFL= I C I NC5 OF TOF FLATS OABLE ENDWALL PROVIDE (2) 2"xIO" HDR (MIN) U.O.N. BRACING/STRAFFINO DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) -- TOP PLATE - - ------ BLOCKING 2 FOR RAKER OR N, ANCHOR BOLT, BAYS BACK® LEss PROVIDE. 7 2 3 4 4 4 } SPLICE --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS �To5LOCZIVEO m 12' o.G. STRAPPING & NAILING DETAILS LEN6TH FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES B4G - 4'-0"O.G. RAKE O.H. ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE''` BUILDING MINIMUM SPLICE"''` DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP.STRAP w/(3) PAGE: Sd NAILS EA. END I2'-O" 2'-O"/2'-6" 12'-0" 3'-O" OF EA.STRAP I6'-O" 31-011/3'-9" I6-0" 4'-0" ATTIC G-003mOO ANC.01HOR BOLT SPEC I F I GAT I ONSuv 1 - 20'-O" 4'-0"/5'-0" 20'-0" 5'-O" b'-12" BLOCKING 2 SAYS - SPECIFICATION (2018 WFGM TABLES 3.2A 4 326, P. 157-160) 24'-0" 4'-O"/5'-O" 24'-O" 6'-O" BACK® 4'.2 O.C. CORNER �" DATE: 06/28/22 3 OF 17 CONDITION FOR ALL STRUCTURES: 7.• • • 5/a"ilb ANCHOR BOLTS ® 39" O.G. 28'-O" 5'-O"/b'-3" 28'-O" -i'-O" J O" 32'-0" 8'-O" cv OR g GO O 5&.-0.. 561-01. 9-O NOTES. I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 7 O"/8-9 I. MIN. -1 EMBEDMENT INTO CONCRETE CONNECTION H USING 2-I66 NAILS PER FOOT.FOR SHORTER SPLICE „ „ " BLOCKING 2 B O A LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0 8-O/10-O .401-01. I I-O - � PROVIDE AN ELUIVALENT NUMBER OF NAILS YS �� w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK O 4'-0" O.C. 4t-, f•_ ,a `< END „ 2.TABULATED SPLICE LENOTH5 A55UME A BUILDIN6 LOCATED 50.-0.. 101-07121-61150-O 13-O 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILLTYP.STRAP w/(5)74 CONDITION IN EXPOSURE B TOP TWD COURSES SOLID bd NAILS EA. END �• .�1� u , " , " , " 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-O/15-O 60-O 161-011 OF EA.STRAP :p HEIGHTS FOR OTHER WALL HE16HT5,H,THE TABULATED UNIT �' �� 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOA05 SHALL BE MULTIPLIED BY W8; PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE -IO'-O" 14'-O" 'O'-O" 19'-O" FIRST FLOOR -�►j, 03 410 .fin NOTED MIN.SPLICE LENGTH BY THE FCXLOWIN6 FACTOR !, .,e 1v c 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12 80-O I6-O,i 80-Of" (ADDITIONALLY,ROUND UP To THE NEAREST FOOT): F G-� O --� FROM ENDS AND CORNERS (TWO ® CORNERS) "I'WALL- 1.125 2:21-0-1 (SEE DIAGRAM TO LEFT) 10'WALL- 125 BLOGKIN6 2 BAYS II'WALL- I-rM THI5 COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS I2 WALL- I5 FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING ORAPHICS -_ CONTINUOUS BUILT-Uig C I RDERS, 3 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REl FOR FRAMER TO HAVE A F I REBLOGK I NC FOR FLATFORM WOOD FRAM I NC WORKING KNOb^4L.EVOE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENC INEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) - BE/4 E ab a WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER Q BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE 5UPFORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES O MAX.32" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12.O.C. < P THE SPAN LENGTH FROM AN INTERMEDIATE J cc 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T - - _ SUPPORT. NO TWO ADJOINING JOISTS NOR MORE (� 'NDS `-' B (3)ROWS IOd NAILS a 12.O.G. SERVES AS FIRESLOPPIN6. P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q 4 � SUBFLOOR _ (2)ROW5 11 m BOLTS a 12.O.G.5TA60ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE 'c: CV /SUBFLOOR \ G DBL.a ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPINO. Ln SOLE PLATE BUILT UP GIRDER P MAX.32' NAILING 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE O O D (2)ROWS I/2" 0 BOLTS a Ib'O.G. _ TWO-PIECE ORDERS ARE TO BE NAILED FROM ONE _ -6 - O LE PLATT= -- -- - J015T SERVES AS FIRE5TOPPING. SIDE WITH 10d NAILS, TWO NEAR EACH END OF '�, � E (2)ROWS I/2'A BOLTS a 24"OJG. EACH PIECE, OTHERS STAGGERED WITH A DISTANCE BETWEEN I/b 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING 0 E: Z O F (2)ROWS 3-3/8'TRUSSLOCK SCREWS a 12"O.G. 41/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL I OR OF NONCOM-BUSTIBLE FILL. Q. SCREWED ON(U 51DE OF MEMBER LINE; OR GIRDERS AR= TO BE NAILED FROM EACH •cu _ (2)ROWS 3-5/8"TRUSSLOGK SCREWS a Ib"O.G. P G SIDE w/ 10d NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SCREWED ON(U SIDE OF MEMBER u !-_ JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 - - 0 a..+ (2)ROWS 3-3/8'TRU55LOG1G SCREWS a 24.O.G. AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN � H P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. O O JOIST 5GREWED ON(1)SIDE OF MEMBER 11 THREE-PIECE 7. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND N (13 MAXIMUM OFFSET (2)ROWS 5"TRUSSLOGK SCREWS o 12'O.G. BUILT UP GIRDER MAX.32• THREE-PIECE GIRDER5 ARE TO BE NAILED w/ 20d _ 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O JOIST DEPTH,d 5CREWED ON BOTH SIDE OF MEMBER MATCHED SIZE OF BLOCKING P 1 NAILS ON EA. SIDE w/TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPINO. Q O (2)ROWS 5"TRUSSLOGK SCREWS O ib"O.G. I 4 UNDER NON-LOAD BEARIN FIRESTOIll AND K 5GREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE SCREWS a 24"O.C. BET PARTITIONS a 32" O.G. BLOCK]N 5 (2)ROWS 5°TRUS�LOGK WEEN I/b OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8.THE HEADER SERVES AS FIRE-STOPPING. L DOUBLE ATE SCREWED ON BOTH-51M OF MEMBER_ 4 1/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL PL ---- - p FOUR-PIECE CIDERS ARE TO BE A55EMLED AS / __ I_ BE ADDED DR_ B SERVE AS PIRESTOPTITIONNS. ADJACENT TO W GANTI LEVERED FLOOR GE I L I NC BRAG I NC I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED � L _ CABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN WOR SMALLER FOR THE THREE-PIECE GIRDER. - 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN E WHEN lo•OR LARGER p, - FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH TUD 2.H-EN 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 51DE TO THE OTHER BUILT UP GIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO j I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 70 5UBFLOOR SOLE PLATE 2"x4"CONTINUOUS E"°B�� MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE a b'O.G. TTRUSSS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST , 2J IOd NAIL5 TPX55 OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED n l G� OUT lo) Sd � IFINISH. HRGLNNORMAL PLATFORM FRAME CONSTRUCTION KAGE CRACKS OF THE ASTEREG ON NAIsINO FA TERNS FOR G ( DE LOADED BEAMS ( 0 . FLUSH 5EAMS) W -LOCATIONS REOUIRUNO FIRE5TOPPIN6- NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES,WILL SERVE m NAILS AS FIRE5TOPPING. 4-1 FIRE- FIRE_ WOOD FIRESTOPPIN6 FIRMTOPPINB STOPPING STOPPING FIRE- FIRE- SOLE (y FASTENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS ( , JOIST + 5d CNAILS a lo"O.G. NAILED' BOLTED' IA l 2'x4'BLOCK NAILED TO EA.BRAGSI'llTIGN L = \BLOGKIN6 2 Rows 1N 5 ROWS Ill 2 ROWS$' 2 BOLTS 2 L`rE., FIREsrOPPING i w/(4) IOd NAILS [or+raoN COMMON BOLTS a 2a• BOLTS BOLTS STUD GYPSUM BOA go. s 12'O.G. a 12'OG.� O.G.5rA66E2ETP a 12'O.G. a b'O.G. Ty,.Yj ROWS 12'O.G. THREE RDWS 12"O.G. GOYEO UN IS APPLIEJ015D "''II � • 20 STRAP ro ur�slDe of r n DOUBLE PLATE •5d COOLER NAILS a 10"O.G. 00)8d NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 v ' NOTE: ENDWALL 5 AS NOTED IN NOTES -1 4 8 ° ° ° ° 0 0 0 Q� SOLE00D NONcorN6 OP GIRDER JOIST SHALL BE LOCATED DIRECTLY . 5 FIRESTOPPIN& LOCATION DENOTES ALT.FOR USE OF DRYWALL SCREWS rOPQ VER STUD5,UNLESS TOP PLATE I5 4'o EDGE/12'a FIELD FULLY BLOCKED I TOP AND BOTTOM ROW5 SHOULD BE 2'FROM ED6E9 OOD FIRE5TOPPI DESIGNED TO CARRY THE LOAD SCREWS#b- IV4 TYPE W OR 5 FIRESrOPPING ESOCATION 6 2.BOLT HOLM ARE TO BeBE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24'O.G.STAGGERED TWO R015 b•o.C. LOCATION 5 DETAIL Fl THE Top AND BOTTOM Or THE mEmmi EvERY BOLT MUS GKNES6 OF THE MEMBER USE WASHERS UNDER UNDER HEAD AND NlTT EXTEND THROIAWH THE FULL O O n O n O O O O O r� INTERIOR STUD ETAI L OVERLAID R\O/OF 5.STA66M EACH RDW OF FASTENERS BY 12'. O O e O O © O O IIIIIIIIIII T NONGOFiBU�TIBLE FIRESTOPPIN6 ATTACHMENT @ X ALLEY 4.FOR A ItIREE-PIECE MEM13M THE SPECIFIED NAILM6 15 FROM EACH SIDE. a IdI' !III FIRESTOPPIN6 � ''','i \ .A ® APPROX I ING}ITHICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER, 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED \\ FOR 4'O.G.NAIL SPAGIN6. LocATtou 7 - STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: \ \ 5TRAPPING w/ 7.2 ROWS OF Ibd COMMON NAILS(12.OGJ FOR DEPTHS 12'OR LE55 FIREsroPPING LOCATION a o EA.END a R.R. 6.5 ROWS OF Ibd COMMON NAILS 02'O.GJ FOR DEPTHS OF 14',Ib'4 15•. LOCATION 10 (FULL WIDTH 2"X BLOGKI - ZO -=-------- N CONSTRUCTION DATA I LS I$ WIND LOAD FAVI CONNECTION DETAILS TOP PLATE DRILL 2'm INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL X15T. P NEN NEW R.R.SET w/ R.R BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOl TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R's NN ALIGN NEW 4 EX. R.R.AS SHOWN KI NO STUDS PLAN VIEW Ll : 51MILAR o 'SHED' WOOD JO I S -O WOOD JO I S ROOF,R.R. IN LINE CRIPPLE STUD BLOCK I NC JO I ST HANGER HEADER ; -O GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS OIRIDER/HEADER o WOOD OI RDERJACK STUDS WOOD JOIST AIN MEMBER d' W r O -0" W 40• Q JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH OIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN is AN ANGLE OF PROJECT: Dbkm.X 5 APPROX. 30° w/THE MAIN MEMBER 4 STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO PS SHOWNA� THE NAIL FROM THE MEMBER END, VE THE MEMBER,STRAIGHT THROUGH AND BENT OVER NORTH FOR K A MIN. OF (3) NAIL DIAM.'s AT A 110° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ESTATES - LOT 1 MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTE5. R -� BETO AVOID NSTALLED PIN EA. 51DE O RAFTER OR GEIILITTINO,NO MORE THAN 2 TOE LIN&JO 5ILS LT WALL STUD 0 WALL STUD 0 WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. 51DE WHEN FASTENED TO A 2"Xb" TOP PLATE. BATHTUB SUB FLOOR GRIFFING STREET DOUBLE JOIST DOUBLE JOIST -O TOP PLATE CUTCHOGUE, NY 11935 GHIM. CHASE SEOURINO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (51M. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION H/STUDS l"O ATTIC FLOOR 4 BLK'G TO I SIDES w/STRAPPING TO I SIDES) PAGE: lu ` TOP PLATE a WIND RESISTANT GONSTRUGT I ON GONNEGTORS O J m GHIM. CHASE WALL o - -0041 Z Q V G ®® ®� 1 CONNECTION LOCATION: PART NUMBER: NOTES: ■ 3w 4 RIDGE-TO-RAFTERS 0520 @ 21 APPLY TO EACH PAIR OF RAFTERS e 0 Q 0 RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER DATE: 06/28/22 4 C7 u- t z ROOF _ o o � RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER fii BLOCKING J a O PLATE-TO-WALL STUD G520 @ 18" TO ALIGN w/STRAPPING w a APPLY TO EACH WALL STUD a EA. LEVEL ABOVELU APPLY TO EACH WALL STUD THE FIRST FL ®z d 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 36" R C , FLOOR/01-6, ® O tu M. HEADER-TO-JACK STUD G520 @ 12" APPLY TO EACH JACK STUD A �o CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END 4, , IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE �-p0374 SIDE VIEW FLAN VIEW (USE WITH 5" SQUARE WASHERS) OF i`� USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL KEY _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) D uj NEW WOOD FRAME (L.G. NEA FOUNDATION HALL J co 5TL. WHEN APPLICABLE) (y) NEW I-HR FIRE RATED Q MIN. (2) 2"x4" STRUCTURAL Q N WOOD FRAME (L.G. STL_. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O 07 POST FOR 6" WALLS), U.O.N. - -p o NEW 2-HR FIRE RATED i } (-- WOOD FRAME (L.G. 5TL_. WHEN APPLICABLE) a0 C Z O .O N O 0 .4-' C4 -O O 4 }' N c6 Lo FOUND?TION PLAN NOTES FINISHED Q O D FLOOR TYPICAL P. CONC:. FOOTING 4 WALL CONSTRUCTION: O FINISHED • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD in - d SILL SEAL - • ANCHOR BOLTS AS PER PAGE 6-003 35'-3y2" GRADE • P. GONG. FOUND. WALL AS PER DETAIL UPON `r • P. GONG. FOOTING AS PER DETAIL 2" Q L • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'•-0" BELOW GRADE MIN. • 1/2" EXPANSION .JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) -10" • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS/ L -1 L 1 STOOPS (WHEN APPLICABLE) - - - - - - - - _ _ _ _ _ - _ J _ o U .- • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET BASEMENT r FOR HEIGHT OF WALL 4 SLAB(WHEN APPLICABLE) n 1 I- - - i - L L L - - FLOOR ' W (� NEW 4" THK. P. GONG. SLAB w/b"xb"-10/l0 W.W.M. 4 4 4 4 O �"�"-J W O REINFORCEMENT,UPON 6" CRUSHED STONE BASE, Lii COMPACT STONE FILL. .o FREEZE PROOF 1105E BIB: g O FASTENED w/MASONRY ANCHORS (PRECISE r Q 5 LOCATION T.B.D. IN. FIELD -CONSULT w/OWNER) _ I I` J J Y `l J..�,, DETAIL v FOUND 8 POSTS FOR WD. DECK: • •' --• _ - _ _ � , '-_ - - - � IIA-101.00 - i- WD. P.T. P05T 6 P. GONG. PIER UPON FOOTING AS PER SCALE: I/4' - I'-O" DECK DETAIL (TYF') I F I / / /1 (� 1 I I 3 � OTYPICAL LEDGER BOARD ® EXT. DECK: W S I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS Q 2. SECURED w/(2) 5/8" (V x 5" LONG H.D.GAL. LAO _ I 1 BOLTS ® I b" O.G. i 3. INSTALL H.D. 6ALV. JOIST HANGER5 BY 'SIMPSON' (OR I a ( r EQUAL) Q 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DIN6 d I I - BENT OVER TC'P EDGE OF LE V6ER BD. I 5. SEE NOTED DETAIL - - - - - IOU- V' FOR WOOD STAIRS ® GRADE: bK4" THK. P. GONG. PAD V WIDE x REQ'D LENGTH UPON A-4o1 -GRAVEL UNDER 2"x12" P.T. STAIR 5TRINOERS® I - - - - J L- - -1 <( )>Q MAX. IG," O.G.,U.O.N. (MIN. 3 STRIN6ER5) I 13 14'-0" 24'-0" N NEW A/C, CONDENSER: N I I I I I I I 3 O1. ZONE 1 # 2 RHE:EM RA166AJINA a� I I 2. ZONE 3 RHEEM RAI442AJINA =n =ry I I r - - - - - - - -- - - _ _____ _ _ _ _ 3. ZOME 4 MITSUBISHI MUZ-JP12WA M5Z-JP12WA 2 �` ( �, BASEMENT 12 = �,. - - - - 4. INSTALL CONDENSER ON GONG. PAD 4 PER MAN. ! - I SPECS. r I r' UNHEATED I ?'_0 A/GZONEI � 2: I I UNFINISHED - (2) --ii 510 �_ - - - � - - - - - - - - - - - - - - - - I. NEW AIR HANDLER d DUCTWORK IN I I I 1 215.5 S.F. I_ _ _ _- ( RE55NDOI�^L BASEMENT FLOOR FOR BASEMENT 4 FIRST FLOOR I 1 w - - I _AIC, ZONE 5: I I = 1. NEW AIR HANDLER 3 DUCTWORK ON K 13 A-4o1 I - - - - 13 - - -1 I 0 I I I m i ATTIC FLOOR FOR SECOND FLOOR I L -1- J 14._8.. m I • I A/C, ZONE 4: p. I. NEW MINI-SPLIT SYSTEM ® SECOND FLOOR ABOVE GARAGE OFLOOR DRAIN: NEW 3 GUARDED FLOOR DRAIN w/3 TRAP d A, ,', 13-FIRE RATED DOOR: �Q a NEW GONG. PAD 3X6 0:75 HR. SELF-CLOSING STEEL DR. I i I 2 GARO o tD GARAGE FOR A/C CONDENSERS _ _ _ � ( SLAB ON NEW MEGH. ROOM: I I � - � I � � a� -'-� GRADE ) to i. WALL HUNG NAVIEN NHB-150 BOILER 4 NAVIEN = �'_ I 7 Z NPE21052 DWH I . ' I I - 2 ":r" ' :' .: . w 2.BASEMENT LE1/Ei- HYDRONIG AIR HANDLER A-4ol ,I L RWIPObA361-iNAA (OR EQUAL) I Ew (141,RI 7s I 2'-10" 3.ATTIC LEVEL HYDRONIC AIR HANDLER 1 UP (13) Tr ® lo" I I 7 U RWIP04A2414NAA (OR EQUAL) I I L - -1 L 2¢x6$ F 4.INSTALL AS PER MANU. SPEG.'s 8'x8' OVERHEAD 5. F.A.I. THROUGH PIAL L L� ' - =ry : - 6.FLUE THROUGH WALL DiL -1 L -1- I - L d� I. MAINTAIN 30"x50' CLEARANCE IN FRONT OF - - - J 3Qxb$ ' I I DOOR MECHANICAL UNITS AS PER NY5 MG 306.1 5'-3y2" 12'-3y2" 5'-5" r g r - - - - - - - A - - - - I :..'....:. Q 8 CLEARANCESMAINTAIN ALL APPLICABLE LPER NYS MG 804. I I I 2 Q TYPICAL MECHANICAL ROOM NOTES: I a 12'-3y2" 14'-2}�2" MEGH. ROOM 2'-'0:2' " GONG. BD. 14'-3" I I i // \\ I I // \\ I I •• i •:.:: � I. FOR WD. FR. FLOOR- PROVIDE 1/2 BY , _✓ I _� 153.3 S.F. _ 1 I J •.� ( I / \ I I / \ I �: I I PROJECT: "DUR:OCK" (OR EQUAL) A-401 2. FOR WD. FR. CLO. AND/OR WALL5 - PROVIDE (1) I = 8 I I I I 1 CON'ECR O5)" TYPE" X" GYP. BD. UL U305 (OMIT ON o I I I >; DRAIN I - _ _ -- _ I ,' \\ 1 ,' \\ 1 I I NORTH FOR K 3. WHEN NEW, INSTALL FURNACE/B011 AS PER MANU. n SLOPE - - I I I SPEG.'s AND A5 PER NY5 MECH. AND FUEL OAS CODE - I I i 2 I I - 5 I I I I 3 ESTATES - LOT 1 I I I I 4. COMB. AIR VOLUME AS PER MANU. 5PEG.'s - PROVIDE ( I I II ?'-O" -►'-O" I // \\ I I // \\ FRESH AIR INTAKE FROM EXTERIOR - - - 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL I < 10 / - - - - �I _ _ - I / - \ I EMERGENCY SHUT OFF SWITCH I I 6. FOR 6A5 5ERVIGE,PROVIDE 6A5 SHUT OFF SWITCH 13 13 13 _ _ I _ _.• .� GRIFFING STREET CLEARANCES A'.QUIP. TO ALLOW FOR PROPER A-301 I - - -- - - - - - _ - - - - COVE - - - - - - - - - - - 4LL 8. PROVIDE 3" FLOOR DRAIN 4 CONNECT TO SANITARY A I - - - _ - - - �0 A - - - - - - - - - - - - J CUTCHOGUE NY 11935 . OG _ SYSTEM AS PER'. NY5 PLUMBING CODE I I `d : 4 3'-0" � - - - - - - - - - - - - - - - - - - - - - I DRAWING TITLE: WATER METER: K K K I - I. PROVIDE NEW PiATER METER WITHIN BASEMENT I �i [to_` CI 2.5E E ALSO PLUMBING RI5ER DIAGRAM ;- PROPOSED FOUNDATION PLAN 3.INSTALL AS PER NY5 PG 7' I EGRESS WINDOW, WELL: 30'-0" 14'-0" 24'-0" 12 PROVIDE NEW EGRESS WINDOW WELL S COVER BY "ROCKWELL;66 SERIES" bb"W.X84"H. OR EQUIVALENT. L 1 -1 INSTALL AS PER MAN. SPEG5. to _ wlNDow NOTE: o - - - - - - - - - - - PAGE: L J 13 <( 1. ALL NEW WINDOYJ5 d DOORS SHALL BE ANDERSEN �:2 -11 CASEMENT,DOR EHUN6,OR GLIDING(A5 NOTED);INSTALL AS PER MANU. SPEC.'S. FOR A-101., 00 SUBSTITUTIONS,5EE NOTE " IN "6L455 WINDOWS AND DOOR5" ON! PAGE 6-002 IF CASEMENT O '�Q WINDOWS - ALL CSMNT WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN Q 2.IF DOUBLE HUNG, - ALL DBL. HUNG TO BE TILT WA514 DATE: 06/28/22 5 OF 17 3.ALL 6LAZIN6 WITHIN IS" OF FF TO BE TEMP. 6L. 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. EGRE55 NOTE: IN COMPLIANCE WI-rH NEW YORK STATE BUILDING }� �I} -) �I CODE,SECTION R3102.1;THE FOLLOWING MEANS OF FROPOSEL/ FOUI `IJJ TI OI `� PLAND AR EGRESS SHALL BE FOLLOWED: NNET CLEAR ET CLEAR HEIGHTI6........... 5.77 5.F. - HABITABLE SPAGE; 1/215.5 S.F. O ROSS AREA SCALE: 1/4" = I'-o" it- NETC� CLEAR WIDTH................. 20" MINIMUM r -G/ 370 TF OF t1l O ENERAL 5)0" �BOL <EY : _ _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT g �i WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 13'-3y2„ 0 NEW WOOD FRAME (L.O. NEW FOUNDATION WW ALL cv$ n W <(Uj Q -I C6 5TL. WHEN APPLICABLE) 1'-tIY2" 21'-4" 14'-0" 24'-0" (y) NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL Q cm FOR 4" WALLS WOOD FRAME (L.G. 5TL. � ® WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL POST FOR b" WALLS), U.O.N. L _4 ►* NEW 2-HR FIRE RATED 2 _kii J r- C9 WOOD FRAME (L.G. 5TL. DECK - WHEN APPLICABLE) 1T1 s.F. W .cu `} E E-I aQxaQ °LDR O 4 FLOOR PLAN NOTES __- __ _ _ _ c cm_ O O DOOR NOTE: Nr - - - - I� L - 2¢x81 _ I O I. INSTALL NEW INTERIOR DOORS WHEN GALLED � _- Qr DW PSN,. � OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRIU' (OR EQUAL). 3.DOOR TYPE TO SELECT I �` MEN 4.INSTALL AS PER MANU SPEG.'s � ° to = n1 777--7 3.PROVIDE (2) 2"xa" HDR.,U.O.N. �I O z 2235 S.F. 4.SEE PAGE 6-003 FOR ALL. OTHER FRAMING C T ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 4 G G- m �" O STAIR d RAILING NOTE: 41- 211 3' 41/2" - 2 I. ALL NEW j STAIRS SHALL HAVE MAX.-1-3/4" RI _ I ISLAND D � r l 4 MIN. 10" Tr - RISERS SHALL. BE CLOSED 1 - - - - - - M tip D 0 • 2. 42" HIGH GUARDRAIL d SPINDLE SPACING - - - - - - - _ _ ^ ` NOT TO ALLOW PASSAGE OF A 4 0 SPHERE; ( 'W) 36" HIGH HANDRAIL 4 SPINDLE SPAGIN6 NOT m TO ALLOW PASSAGE OF A 4" R SPHERE - 4-jW 3. &RIPPABLE RAIL AS PER CODEi in • ® WOOD FRAME STAIR: G 1. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. B 2.RAILIN65 SHALL BE WOOD OR PVC. G G- 4 0 SMOKE DETECTOR / GO D'ETEGTOR NOTES: 4 ( O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT - - 31x81 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR DINING 1 •(n HARD WIRED TO EACH OTHER w/BATTERY BACKUP. ROOM I GREAT Roots 2Qxa1 GL _ I `+ 192.4 s.F. 386,5 S.F. UlAft 2.INSTALL ALL AS PER MANU. SPEC.'s LL 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE p O I - O WINDOW NOTE: O `} I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN I � 400 SERIES CASEMENT,DOUBLEHUN6,OR&LIDIN6 21x81 (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR RI SUBSTITUTIONS,SEE NOTE #q IN "&LASS WINDOWS (3) t AND DOOR5" ON PAGE 6-002 IF CASEMENT 2 I I (2) Tr t O" P WINDOWS - ALL CSMNT WNDWS SHALL HAVE - �p STRAIGHT ARM HINGE WHEPd pi G •4-_as/2" 13'-4" 14'-1" I 5'-10" a'-4" 2 GAR GARAGE Q 2.IF DOUBLE HUNG - ALL DBL.. HUN& WNDWS TO BE �U 1 TILT WASH `r G I 4. 3.ALL 6LAZIN6 WITHIN la" OF FF TO BE TEMP. &L. - - - - - - - - - - -- 21x81 U 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 4 3 - ¢ Q 30" V. p WINDOWS(TYP. FOR ALL) U.O.N. .o NEW (1 RI ® 1. 5" 2x8 I - 1 N EGRESS NOTE: SM/c0 RA-- o (6) r t O" 14 RI a 1. 1 1 0 1 D1. D IN COMPLIANCE WITH NEW YORK STATE BUIL.DIN6 (13 Tr ® 10'CODE, SECTION 83102.1;THE FOLLOWING MEANS OF -- 9� EGRESS SHALL BE FOLLOWED: _ _ _ _ BATH M ENTRYYM/ 2Qica1 DOOR OVERHEAD I 4:2.9S.F. - 211.2 S.F. DOOR NET CLEAR OPENIN&........... 5.1 S.F. y•II//„ '�/ I r 2-V2 2'-f2 NET CLEAR HEIGHT............... 24" MINIMUM ( 0 NET CLEAR WIDTH................. 20" MINIMUM 4 A ONEW LAUNDRY ROOM: 4 I �x BENCH 5 1. NEW WA5H /DRY HOOK UP I a 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s ( W/SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REQ'S PER MANU. -- m GAS OPEN PEN DRYER EXHAUST NOTE: FIREPLACE 322.9 S.F. 1. DUCT SHALL TERMINATE TO EXTERIOR I 1 I I I I 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/A 5ACKDRAFT DAMPER B 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN301 __- - CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO A-301 I A- CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM A - I w SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO m 4 5%MAX SLOPED CONCRETE APRON 6 g EXCEED b FEET AND SHALL BE L15TE D AND LABELED �� PORCH - O IN ACCORDANCE WITH UL 215bA. 0 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D - - riq S.F. iv U METAL w/SMOOTH INTERIOR SURFACES WITH JCINT5 4 A 4 A 4 A 4 A 4 A - RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4'-O 5'-b" 5'-by2" 5'-b" DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL O SCREWS 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER O D LOCATION TO THE WALL OR ROOF TERMINATION. THE ID U3 w H MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - - FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° r a BEND. THE MAX. LENGTH Of= THE EXHAUST DUCT DOES 4'-3" 6'-O" �, 4'-4" PROJECT: NOT INCLUDE THE TRANSITION DUCT. 25'-10" _ ® ® F OELECTRICAL METER: NEW EL EG. METER AS PER NY5 MECH. CODE, d UTILITY GO. STANDARDS2 NORTH FORK ELECTRICAL PANEL: 3y2" 3O'-0° w ESTATES - LOT 1 O NEW ELECTRICAL PANEL LOCATION;ALL < p INSTALLATION AS PER NY5 ELECTRICAL CODE 13'-3y2" NEW ATTIC. ACCESS - PULL DOWN STAIR: Oa 1. MIN. 350 #CAPACITY GRIFFING STREET 2.SIZE FIT EQUIP. THROUGH OPE"IN (MI". 22"x30") FROPOSED FIRST FOOR PLAN A 5.1 HR FIRE RATED CUTCHOGUE NY 11935 4.DBL. FRAMING WHEN NEW°PEKING1,44j,q S.F. HAE31TABLE SPACr E; 2r 025.55.x. OR055 AREA SCALE: I/4" = I'-O" 5. INSTALL AS PEP,MANU. SPE:G.'s b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS DRAWING TITLE: ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. ONEW EXHAUST FAN As PER N'r'S MECH. PROPOSED FLOOR PLAN q CODE; INSTALL A5 PER MANU. SPECS **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** WINDOW CHART - -- - - -- -- --- EORE55 --- -- TA6 TYPE MODEL # ROUGH OPENING WINDOW DIMENSION C ENAI R I WIDTH REO'D: 20" TEMPERED PAGE: -- - IHEIGHT REO'D:24" WIDTH HEIGHT WIDTH f HEIGHT --J OPEN REOV: 5.15.F. AM [::��LVOUBLE-H=UNC- 244DH2860 2'-b" -� 6'-O" �2'-7 5'-II -- (I WINDOI� A-102mOO B (2) DOUBLE-HUNG 244DH2O60 2'-O" b'-O" I'-ill" I 5'-Il 5 4' FG (l0) DOUBLE-HUNG 244DH304b - ]F- F(I WINDOW) DATE: 06/28/22 6 OF 17 GI (8) TRANSOM 244FX3016 �3'-O" I'-6" 2'-11 v- 51" D (2) DOUBLE-HUNG 244DH5050 3' O" l 5'-O" 2'-II 4'-II " -1 ARGDARC E (3) DOUBLE-HUNG 244DHI830 I--r 2-I I fYj), r EI (3) ::J TRANSOM 244FX1810 F (4) DOUBLE-HUNG I 244DH3049 3'-O" 4'-4" 2'-II 4'-8 ¢ Vit; C y� - J IL- !r i 6 (b) DOUBLE-HUNG 244DH2b56 2'-8" H (1) PICTURE 244FX4040 4-O 4-O 3-II (I WINDOW) 0374 I (7) DOUBLE-HUNG I 244DH3056 3'-O" Ji 5'-6" 2'-II �11V-5 (I WINDOW) J (1) SLIDER NL6D8080 8'-O"� b'-O" 'i'-II �'-II " -- --__- LL�K. (6) HOPPER 2'-0" �L-1'-6" 21-0" 1'-6" (5E I YE AL 5) �550L < I : _ EXISTING TO BE DEM01-15HED � NEW PARTIAL HEIGHT { d WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) D <(Uj Lu NEW WOOD FRAME (L.G, F NEW FOUNDATION WALL O 0 STL. WHEN APPLICABLE_) JCB ( 35'-3y2" y) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL " CV WOOD FRAME (L.G. 5TL_. P05T FOR 4" WALLS ,I/ Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL ►-IY2 2'7'-4" P05T FOR b" WALLS), U.O.N. NATURAL LIGHT 4 VENTILATION O � 0') O NEW 2-HR FIRE RATED (HABITABLE SPACE) } .-- WOOD FRAME (L.G. 5TL-. 0 WHEN APPLICABLE) FLOOR AREA 214 S.F. O .� z 0 H 4 1 4 4 % REQ. S.F. PROV. >1 2 0N -- - - `-' - LIGHTING;MIN. 8% 1.7.1 S.F. 41.0 S.F. 0 0 t C9 FLOOR PLAN NOTES -- OF FLOOR AREA +- � � , " to VENTILATION;NOT CV cc NOTE: 9-7 LESS THAN 45% OF O MIN. GLAZED AREA -?.,l S.F. 217.0 S.F. Q I. INSTALL NEW INTERIOR DOORS WHEN GALLED REQUIRED OUT ON PLANS BY 'JELD-NE-N (OR EQUAL). _ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED - 2-10 ° OUT ON PLANS BY 'THERMP:TRU' (OR EQUAL). 4 (HABITABLE SPACE) i Q u = NATURAL L I GHT � VENTILATION 3.ODOR TYPE TO SELECT t .D ! I 4.INSTALL AS PER MANU 5PEC.'s 3.PROVIDE (2) 2"x8" HDR.,U.O.N. MASTER FLOOR AREA 406 S.F. � 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING BEDROOM #1 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. % REQ. S.F. PROV. 214.5 � = y LIGHTING;MIN. 8% O STAIR 4 RAILING NOTE: 32.5 S.F. 125.4 S.F. �� 2 I. ALL NEW STAIRS SF+ALL HAVE MAX-1-5/4" RI 2¢x68 O vi d OF FLOOR AREA 8 MIN. IO" Tr - RISERS SHALL BE CLOSED MASTER 1 - 2. 42" HI6Ff GUARDRAIL 4 SPINDLE SPACING BATH I I VENTILATION;NOT I ( , LESS THAN 45% OF 14.6 S.F. 125.4 S.F. v NOT TO ALLOW PA55A6E OF A 4" (P SPHERE; 2¢ 6$ 146 S.F. I MIN. GLAZED AREA N b'-O" 12'-0" 12-0„ REQUIRED W 36" HIGH HANDRAIL 4 SPINDLE SPACING NOT to ® I` �1/ TO ALLOW PA55A6E OF A 4" 4) SPHERE M 3. 6RIPPABLE RAIL A5 PER CODE m . . E' 4 6 4 & 4 w WOOD FRAME STAIR: 6'-O" 5-V2 I6'-2" �� ® I. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. 4'-O" 2.RAILINGS SHALL BE WOOD OR PVC. q 1 V-11. V-71 - in, _ II -- - -- II V WG 'SMOKE DETECTOR / GO DETECTOR NOTES: HIS I. . HER WALK-IN GL. L I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 28 S.F. I SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. _ I a I m a Dr 2.INSTALL ALL AS PER MANU. SPEC.'s I BEDROOM#2 ` 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR Oi I 150.2 S.F. ry ' N I N w IN COMPLIANCE WITH LOCAL CODE p - O 1 I 3 Oj a OWINDOW NOTE: ' _ 4 / 1 + I I. ALL NEW WINDOW5 4 DOORS SHALL BE ANDERSEN p 400 SERIES CASEMENT,DOUBLEHUN6,OR GLIDING , I SM/GO 1 i STORAGE I it SM/GO (AS NOTED); INSTALL AS PE MANU. SPEC.S. FOR iN1 z 1 BATH 5 I SUBSTITUTIONS,SEE NOTE $9 IN "&LASS WINDOWS I v NEW 12,000 BTU DECTLES5 AND DOORS" ON PACE 6-002 IF CASEMENT I 1 to !-t0 1 51.1 5.F. MINI SPLIT 1 2¢xb& Q 16 - - - - - - - - - - - - - - - \ 3 CONNECT LINE ASYREQ'D WINDOWS - ALL GSMNT WN17W5 SHALL HAVE 1 a FROM A/C GOND. 5TRA16HT ARM HINGE WHEN �Hb - - 2 _ - - - - 2.IF DOUBLE HUN&- ALL DBL.. HUN&WNDWS TO BE ti 3'-11" 1 TILT WASH NATURAL LIGHT VENTILATION A, I I I 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. A-4ol I I (HABITABLE SPACE) _ 1 - 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND GL, ( (I ) I ® t .35'NEN 5M/GO BEDROOM#5 I tt WINDOWS(TYP. FOR ALL) U.O.N. 1 HALLWAY , SM/GO 2) RI ® t 61' E I i N N FLOOR AREA 150 S.F. m I I I I I I I (I ) r t l DN ( ttl ba 3p I ( Tr a i l U I 406.4 S.F. I GL. ECRE55 NOTE: J _ IN COMPLIANCE WITH NEW YORK STATE BUILDING % REQ, S.F. PROV, CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF - - _ I 13'-5" EGRESS SHALL BE FOLLOWED: LIGHTING;MIN. a% 12.0 S.F. 36.0 S.F. 2¢x6 - 2¢x6 4'-0 OF FLOOR AREA u� NET CLEAR OPENING........... 5.7 S.F. I ' 1 I - NET CLEAR HEIGHT............... 24" MINIMUM VENTILATION;NOT L4'-V2'- I m I O LAUND. LE55 THAN 45% OF NET CLEAR WIDTH................. 2C," MINIMUM MIN. GLAZED AREA 5.4 S.F. 36.0 S.F. I 3 41-1" IE2 ROOM I REQUIRED SM/GO SM/�C.O 56.0 S.F. I NEW LAUNDRY ROOM: O I. NEW WASH/DRY HOOK UP / I w 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 1 GL. N N N/SIZE OF EQUIP. � -� I Q 3.PROVIDE HOOK UPS AS REO S PER MANU. i- - - - - - / BEDROOM#3 = BEDROOM#4 a I I a N I"12.4 S.F. p p 141.4 5.F. `L DRYER EXHAUST NOTE: I I I. DUCT SHALL TERMINATE TO EXTERIOR ' I I 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY � CL GL. dl OPENINGS 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER A7501 A-301 5. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN A I I A __ _. - CON5TRUGTION.FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM _ NATURAL LIGHT 4 VEN ILATION 4 6 4 6 SHALL BE LIMITED TO SINEsLE LENGTHS, NOT TO -'-EXCEED 8 FEET AND SHALL BE LISTED AND LABELED HABITABLE 5PA E w IN ACCORDANCE WITH UL 2158A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID `7 F 4 F 4 F 4 F FLOOR AREA I I S.F. I p METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 3'-IjV2" 5'-6" II'-Oy2" V-6" % REQ. S.F. PROV. RUNNING IN THE DIRECTION IE AIR FLOW. EXHAUST NATURAL LIGHT 4 VENTILATION DUCTS SHALL NOT BE GON'NEGTED WITH SHEET-METAL 5GREWS (HABITABLE SPACE) I3'-1" 2'-0" 2'-O" Io'-o° LIGHTING;MIN. 8% "I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER OF FLOOR AREA 11.3 S.F. 16.6 S.F. � LOCATION TO THE WALL OI?ROOF TERMINATION. THE FLOOR AREA 1-72 S.F. p VENTILATION;NOT I O MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 , - w a1 cu LESS THAN 45% OF I Q FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° 5.1 S.F. Ibb S.F. % REQ. S.F. PROV. O MIN. 6LAZED AREA BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES - I p NOT INCLUDE THE TRANSITION DUCT. LIGHTING;MIN. 8% D OF FLOOR AREA 13.8 S.F. 16.6 S.F. PROJECT: OELECTRICAL METER: VENTILATION;NOT NEW ELEC. METER AS PER NY'S MECH. CODE, 4 LESS THAN 45% OF 6.2 S.F. 16.6 S.F. " „ „ " UTILITY CO. STANDARDS MIN. GLAZED AREA 5.-5,V2 30-O 14-0 24-0 NORTHREQUIRED FORK ELECTRICAL PANEL: O NEW ELECTRICAL PANEL LOCATION;ALL ESTATES - LOT 1 INSTALLATION AS PER NYS ELECTRICAL CODE 3 NEW ATTIC ACCESS - PULL DOWN STAIR: p O 1. MIN. 350 # CAPACITY 2.51ZE TO FIT MECH. EQUIP.THROUGH GRIPPING STREET OPENING (MIN. 22"x30") 3.1 HR FIRE RATED PROPOSED SECOND FLOOR PLAN 4.DBL. FRAMING WHEN NEW OPENING CUTCHOGUE, NY 11935 5. INSTALL AS PER MANU. SPEG.'s S.F. � S.F. JO/^ G b.CONSULT H.O. FOR PRECISE LOCATION 1�8�10.4 SHAB1 TABLE SFAC E; 1,8-1 O.4 .F. ROSS AREA SCALE: 1/4" = 1'-0" OF ACCESS DRAWING TITLE: O9 NEW EXHAUST FAN AS PER N1f5 MECH. ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. CODE; INSTALL A5 PER MANU. SPECS PROPOSED SECOND FLOOR PLAN **5EE DOOR SCHEDULE FOR ALL GLAS5 DOORS FROM SAME MANUFACTURER** WINDOW CHART --- EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR TA6 TYPE MODEL # OPENING TEMPERED WIDTH REQ'D: 20" PAGE: WIDTH ,� HEIGHT WIDTH HEIGHT HEIGHT REOV:24" OPEN REQ'D: A (6) DOUBLE-HUNG 244DH2860 2'-8" 6'-O" 2'-7 5'-I I (1 WINDOW) J A-1.03m00 - - - -- - B (2) �OUBLE-HUNG 244DH2060IL - G (10) DOUBLE-HUNG 244DH3046 3'-0" 4'-6" 2'-II 4'-5 " ��� (I WINDOW) DATE: 06/28/22 7 OF 17 GI (8) �TRAN50M 244FX3016 3'-O" I'-6" IF 2'-11 - --- - - D (2) DOUBLE-HUNG 244DH3050 3'-O"- F 5'-O" 2'-II =W-11 " E (3) DOUBLE-HUNG 244DHI830 EI (3) TRANSOM 244FXI810 r-8" [_ 1'-0" 1 r--r " - I I :: ED A&(. -F F (4) DOUBLE-HUNG 244DH304Q 3'-O" ��- 4'-9'---_--J�2'-11 " 4'-8 �" .LJ o(b) DOUBLE-HUNG �44DH2856 2'-8" 5'-6" 2'-7 H (I) PICTURE 244FX4040 4'-O" 4'-0" 3'-II 3'-II (1 WINDOW) 1 (7) DOUBLE-HUNG 244DH305-- 3'-0" 5'-6" 2'-II 5'-5 (1 WINDOW) �";K . 74 -1 (1) SLIDER NLGD8080 -- -- K (6) HOPPER ---- - -- :21-0 11 I'-6" 2'-O" I'-6" ELEVATION NOTE5 a ONEW ROOFING: I. SEE NOTE ® SECTION M 2. ROOFING TO MATCH EXIST. COLOR 4 STYLE BY 'GAF' W (OR EQUAL) (MIN 50 YR. WARRANTY) ILu J cc NEW SIDING (y) O PROPOSE VERTICAL BOARD d BATTEN - -- - -- - NOTE ® SECTION -- - - --- - __..�._...-�_,.e_=-=.e.-�_.-�----- _— — - -- ---- - - -- - - - - --- - SIDING; SEE =-- — - - - -_ ----- — -------= --_=-_- == N NEW SIDING O PROPOSED FIBER GEMENT LAP SIDING;SEE NOTE ® _=- -- = — —- -=- - -- _ - __ _ - _�_ ._ -a _ _._-_ _,. _-_ _. _._. O SECTION NEW WINDOWS) 4 AS PER PLAN _- __ co [�5 NEW WOOD FRAME STAIR - - _ 12� _ - _— 12 \" Oo 4-J. 0 4- CD NEW DRYER VENT: e-- - - _ r O O SEE NOTE ® PLAN - = b I � Q ONEW ELECTRIC METER; INSTALL PER UTILITY CO. STANDARD:i OS RESERVE ONEW A/C GOND. ON NEW GONG. SLAB, 5EE PLAN NOTE. 3 _ -- - --- - - / to NEW HOSE BIB O OO OO LLJ Ln m r , n v n l - - o _ °< Q Li FF L5 \� �J L � SOUTHNEST ELEVATION (FRONT) SCALE: 1/4" = P-O" RIDGE HEIGHT ELEV. +31.8' _ _—_ --__-- ---- - - - w ------------ ------- --- -- ----- -------- -- --- - --- - e \ PROJECT: --- -- --------------- --- - - NORTH FORK ESTATES LOT 1 4 I GRIFFING STREET -- -=-=---- � --- --- -=-- ---- - -- _ ° CUTCHOGUE NY 11935 DRAWING TITLE: ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "67-005" FOR NAILING 4 5TRAPPING DETAILS. PROPOSED EXTERIOR ELEVATIONS **SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER** SECOND FLOOR -F F - WINDOW CHART EORE55SECOND FLOOR --� ROUGH OPENING WINDOW DIMENSION CLEAR (ABOVE GARAGE) TAG TYPE MODEL # OPENING TEMPERED ELEV. +q.2' - WIDTH REab: 20" PAGE: C -WIDTH __ HEIGHT-__I� WIDTH HEIGHT HEIGHT REQb:24' I � 1 11 'I 11 OPEN REQ'D: 5.'! S.F. f l A (b) 11 [ol El DOUBLE-HUNG 244DH28b0 �- 2-8------�I---b-O - :2'--1 � 5-I I � C- (I WINDOW) A-20ml., 00 B (2) DOUBLE-HUNG 244DH2O60 2'-O" b'-O" I'-II 5'-II O D 4 D F-G (IO) DOUBLE-HUNG 244DH504b 5'-O" 4'-b" 2'-II 4'-5 (I WINDOW) FIRST FLOOR _____ f q o DATE: 06/28/22 8 OF 17 GI (8) I TRANSOM L 244FX3016 3'-O" —�` - -- GARAGE SL AB (2) DOUBLE-HUNG I� 244DH5050 3'-O" 5'-O" 2'-II 4'-II ELEV. +0.2' —� O m E (5) DOUBLE-HUNG L 2440HI&50 I'-8" 3'-O" I'--7 AIN GRADE ® FRONT �0 AfZry ELEV. +0.0 EI (5) TRANSOM [ 244FXI810_ I'-8" -- -][ - --I'-O"- =(4) DOUBLE-HUNG 244DH304a 3'-O" 4'-Q" 2'-II 6 (b) DOUBLE-HUNG244DH2856 2'-8" A 5'-b" 2'--7 5'-5 " SOUTHEAST ELEVATION (R I O HT S 117E) -- - r - -- H (I) PICTURE L 244FX4040 L 4'-O"�I-- 4'-O" 3'-II 5'-II (I WINDOI^1) 50ALE: 1/4" = 1'-0" Q�3740 I (T� DOUBLE-HUNG 244DH5056 3-O 5-b 2-11 5,-5 (I WINDOW) J (I) SLIDER -GD8080 8'-0" 8'-O" '7'-II T-II " K (b) HOPPER Al 2'-0" I'-b" 2'-0" I'-b" ELEVATION NOTES (D NEW ROOFING- I. SEE NOTE ® SECTION Q 2. ROOFING TO MATCH EXIST. COLOR 3 STYLE BY 'OAF' 0 (OR EQUAL) (MIN 50 YR. WARRANTY) 2 i W NEW SIDING Lu O PROPOSE VERTICAL BOARD BATTEN 51DINO; SEE NOTE ® SECTION - __- -- — -- - - _-__ 3 O NEW 51 D I NG - --- - - _ - -- _--- = _- - _--__---- _ - - —- - - = C PROPOSED FIBER GEMENT LAP SIDING;SEE NOTE ® - SECTION -- — — -- - - — - - - - --— ------- NEW WINDOW(S) — --- - 8 -_ - --- _- — -- - - -== - - O4 A5 PER PLAN — — CD O5 NEW WOOD FRAME STAIR - _ — - _ O 12 0 4-J C4 --- -- - -- t � ONEW DRYER VENT: \ O SEE NOTE ® PLAN 12 - \� .- ___. -� a 4-JO CU r- C ONEW ELECTRIC METER; INSTALL PER UTILITY CO. STANDARDS _ - -- - OS RESERVE _ - -_—_ - -- ---- - -- W IL- - --- _ __ O NEW A/C GOND. ON NEW GONG. SLAB, SEE PLAN ---_°--- -- - - --- --- - --- -- - O OO to NEW HOSE BIB Vr l . G 6 6 W v U L TTI I < VJ 4 � W OJ O dJ 4 G i6- F.F.F.F. NORTHEAST ELEVATION (REAR) SCALE: 1/4" = 1'-0" AN RIDGE HEIGHT I ~ Z ELEV. +31.5' w -- - ---- — LLI U — PROJECT: - - - -_� NORTH FORK -- -- - ESTATES - LOT 1 GRIFFING STREET 3 - -- - CUTCHOGUE, NY 11935 011 -5 - O 3 4 .I,)lr� - DRAWING TITLE: ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. _ _ - - **SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER" - - 12 PROPOSED EXTERIOR ELEVATIONS WINDOW CHART rKSEOOND FLOOR ---- - - - _- EGRESS - - - -- . +122' ROUGH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # OPENING TEMPERED WIDTH REO'D: 20" SECOND FLOOR - -- WIDTH HEIGHT WIDTH HEIGHT HEIGHT REQ'D:24" (ABOVE GARAGE) - PAG E: �� OPEN REOV: 5.-1 S.F. GI GI A (b) DOUBLE HUNG 244DH2560 2'-51,j -O" -J 2'-1 5'-II (I WINDOW) - A-202mOO B (2) DOUBLE-HUNG 244DH2O60IL 2'-O" b'-O" I'-II 5'-11 k11 ? G (10) DOUBLE-HUNG 244DH3046 3'-O" 4'-6" 2'-II 4'-5 �" (I WINDOI� B B L _ 4 c 4 G ° 4 4 DATE: 06/28/22 9 OF 17 GI (5) TRANSOM 244FX3016 3'-O" I'-6" 2'-II I'- 5 " - - FIRST FLOOR 3 r D (2) DOUBLE-HUNG 244DH3050 3'-O" 5'-O" 2'-II 4'-II ELEv. +15 —� 5 ` MIN. MIN. E (3) DOUBLE-HUNG 244DHI550 1'-51, 3'-O" 11-1 2'-11 GARAGE SLAB-- ' ELEV. +0.2' D ARC EI (5) TRANSOM 244FXI510 I'-811 II_Op 11_'111 11 GRADE ® FRONT `� _- -- -. ==47 �� .� 1. �r�' F (4) DOUBLE-HUNG 244DH3049 I 3'-O" 4'-q" 2'-II 4'-8 ELEV. +O.O 0 (6) DOUBLE-HUNG 244DH2556 2'-5" 5'-6" 2'-7 5'-5 = qq},+ H (1) PICTURE 244FX4040 4-OII 4-O 5-II 5-II (I WINDOW) NOfiZT�t1�lSTL. �lT101� (LEFT SII ) 1 1 11 1 11 1 p 03 4(3 y0 �(7) DOUBLE-HUNG 244DH5056 5'-0" 5'-6" 2'-11 5'-5 (1 WINDOW) SCALE: 1/4" = 1'-0" J (U SLIDER NLOD5050 K (b) HOPPER 2'-O" 2 '-O" - - /1_ 11 ELEV. +51.8' CONNECTION 'A' AS PER PAGE O-005 BUILDING 5EGT•ION NOTES2ND RIDGE HEIGHT -----------------------------_ NEW RIDGE ELEV. +2q.6' I a ONEW ROOFING NOTE (TYPJ: I. INSTALL NEW ASPHALT ROOFING 5HINOLE5 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO LLI 24" FROM IN51DE FACE OF: STUD WALL AND AT VALLEYS Lij OVER J C6 5.INSTALL 15 # BUILDING FELT(U.O.N) OVER 12 m 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) R L N 5. GAP SHINGLE OVER RIDOEE d HIPS (AS REG'D) 8 QV .p "►\ 6.PROVIDE RIDGE VENT(AS REOV) Q �, Ln 't. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REEG!'D ��" 2 PA O O -6O q.INSTALL ALL A5 PER MANU. SPEG.'s � UNFINISHED 7,4 v 4-J Cy- > TYPICAL ROOF 4 GEILIN0 CONSTRUCTION: 5 ATTIC Q �\_ — 0 G.J. A5 PE PLAN � • Z O Q NEW ROOFING AS NOTED j a cc ' e • 1/2" GDX PLYWD SHEATHINIO (BLOGKIN(5 ® ALL (-) cc .-- PLYWD SEAMS) Q G :3 N • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS \ - O ' OVER 8' INSTALL "X" BRIDGING o CENTER OF SPAN, U.O.N) ��! c- O 4-J L!7 • MIN. OF R-21 5PRAY FOAM INSULATION;R-28 BATT INSULATION ® CATH. - R-4-41 BATT INSULATION ® G.J. ! Q O 0 3 I TYPICAL EXTERIOR WALL. CONSTRUCTION (TYP): I' i O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) 4 ! • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL I'LL I PLYWD 5EAM5) • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE • 2" FOAM INSULATION W/R-I5 BATT INSULATION (R-2-7) BEDROOM GL. ) GLSECOND FLOG BEDROOM 12 . • 5/8" GYPSUM ED. WALL FIN15H 5EGOND FLOOR ---_ -_ NFW RR qs 4 — — — O NEW SIDING NOTE (TYP): ELEV. +12.2' , J p� 70 1. INSTALL NEW FIBER GEMENT LAP SIDING d F.J. AS PER PLAN AN VERTICAL BOARD # BATTEN 51DINCV U 2.15# BUILDING FELT PAPER (OR EQUAL) ---- — -- 3.INSTALL ALL A5 PER MANJ. SPEG.'s SECOND FLOOR -----,, _ _ , ------ 4.PROVIDE ALL NECESSARY AZEK TRIM FOR (ABOVE GARAGE) PROPER INSTALLATION ELEV. +10.8' (A 5. 51DINO SHALL EXTEND TO TOP OF !I i� FOUNDATION WALL � 'i i 'I I I • O ONEW 4" THK. P. GONG. SLAB REINFORCED PER PLAN NOTES 5 9+ POST U TYPICAL FLOOR CONSTRUCTION: COVE L PORCH I L ONEW FLOOR J015T AS NOTED ON PLAN LJ� • 5/4" GDX PLYWD T40 SHEEATHINO(BLOGKINO® FIRST FLOOR ----- I I ALL PLYWD SEAMS) ELEV. +1,V —` FIRST FLOOR FAMILY Q • F.J. AS NOTED ON PLANS (® SPANS OVER 8' ` ROOM I i A-401 — ^` INSTALL "X" BRIDGING O CENTER OF SPAN, GARAGE SLAB �-_� _ —� CL W U.O.NJ ELEV. +0.2' X F.J. AS PER PLAN C Q CX KXX} x-XS e XX P.T. DECK J ISTS P.T. RIM JOIST • PROVIDE R-30 BATT INSULATION WHERE PITCH ` I - - 9T. -t\-AS BASEMENT WALLS NOT INWLATED;FOAM MIN. GRADE ® FRONT —�GRADE _ __ CONNECTION 'CI' AS 5" AT RIM JOIST b PER PAGE 6-003/ELEV. +O.O FLOOR ASSEMBLY PER NEK STUD TO PLAN ER [3ul • m� O I BASEMENT dj I � . MECHANICAL b Z STORAG E ROOM m I a I 5 I I BASEMENT FLOOR --------I ELEV. +7.2' – _- — — — -- - — 5 A-401 SEOTION A-A/A-301 SCALE: 1/4" = 1'-O" I 2 ' - RIDGE AS PER PLAN RIDGE AS PER PLAN \` N w 12 1S,P O in '^ �Q °z °j , 2 UNFIN15HED W G.T. I S ! PLAN ` ATTIC Q G.J.ASJ PER PLAN PROJECT: NEW R.R. TO G.J. NORTH FOR K NEW 2X8 DBL SECOND FLOG CONNECTION 'BI' A5 ESTATES - LOT 1 HEADER ABOVE PER PACE 0-003 ALL WINDOWS 4 DOORS O O 2X6 SILLBEDROOM HALLWAY BATHROOM WALK-IN MASTER PLATE CLOSET BEDROOM 3 ® WIN°oWS. GRIFFING STREET 4 12 CUTCHOGUE, NY 11935 41 P�-P �wR�. �5 - - - ----- --------- - - -- - -- DRAWING TITLE: F.J. AS PER PLAN --- C. R PLAN - - -- - --- ---- BUILDING SECTIONS FIRST FLOOR OREAT UE- > FAMILY - _ ROOM 6X6 POST COVERED ROOM PORCH — KITCHEN PAGE: - - 3 ■ ® i P.T. RIM JOIST P.T. RIM JOIST xX� DBL. GIRDER P.T. DECK JOISTS F.J. AS PER PLAN s�c)CXX�. j P.T. DECK JOISTS DBL. GIRDER DATE: 06/28/22 10 OF 17 AS PER PLAN .�_PITCH - - -- - - -- - QRADE--- A& A5 PER PLAN 6 I I ' BASEMENT O z MECHANICAL RECREATION I I �� m ROOM ROOM I I I A-401 N �.r�r 03704 - - — — — — — — — — — — — — — — — — - - - - - - - - - — roFWa:4` \1 SECTION E3-E3 /A-301 SCALE: 1/4" = I'-O" SUILDINO SECTION NOTES a ONEH ROOFING NOTE (TYPJ: I. INSTALL NEN ASPHALT ROOFING SHINGLES 2.INSTALL ICE AND HATER SHIELD FROM FASCIA UP TO W 24" FROM INSIDE FACE OF STUD HALL AND AT VALLEYS W CB OVER J 5.INSTALL 15 #BUILDING FELT(U.O.N) OVER 4.1/2" COX PLYWOOD SHEATHING(BLOCK ALL SEAMS) 4-1 5. GAP SHINGLE OVER RIDGE d HIPS (AS REG-D) Q c: (V C 6.PROVIDE RIDGE VENT(AS REO'D) Ln 'I. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS FZEO'D — _ q. INSTALL ALL A5 PER MANU. 5PEG.'s TYPICAL ROOF 8 CEILIi l6 CONSTRUCTION: Q a NROOFIN6 AS NOTED EH •� U • 1/2" GDX PLYHD SHEATHING (BLOCKING ® ALL5 \ PLYWD SEAMS) I O O ' C4 • R.R., G.J., d G.T. AS NOTED ON PLANS (® 5PAN5 OVER 5' INSTALL "X" BRID61N6 ® CENTER OF SPAN, 12 U.O.NJ 2 P� G.T. PER PL N �h' �, � O a-' � ;-' co LI) • MIN. OF R-21 SPRAY FOAM INSULATION;R-28 BATT _ _ Py R'4S O .. Q INSULATION ® CATH. - R-•49 BATT INSULATION ® G.J. TYPICAL EXTERIOR WALL CON5TRUGTION (TYPJ: - O UPON "TYVEK" HOUSE WRAP (OR EQUAL) 12 • UPON 1/2" COX PLYWD. SHEATHING (BLOCKING® ALL W PLYWD SEAMS) r' • 2"xb" 57UD5® 16" O.G. sd DBL. TOP PLATE ','�L--L_jj • 2" FOAM INSULATION W/'R-15 BATT INSULATION (R-71) HALLWAY SECOND FLOO • 5/8" 6YP5UM BD. WALL FINISH LAUNDRY OR? ROOM NEW 41 SIDING NOTE (TYPJ: � m 1. INSTALL NEH FIBER GE:MfT1T LAP 51DIN6 # 1.1 - .- _ - _ _ --_ ----. VERTICAL BOARD 3 BATTEN SIDINGW RR F.J. AS PER PLANS U • 2.15# BUILDING FELT PAPER (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEC.'S ----- -- – - n , 4.PROVIDE ALL NECESSARY AZEK TRIM FOR �✓ PROPER INSTALLATION _ t , 5.5IDIN6 SHALL EXTEND TO TOP OF T FOUNDATION WALL O NEW 3 FIRST FLOOR]4" THK. P. GONG. SLAB REINFORCED PER PLAN NOTES - 6X6 P05T COVERED 4 ENTRY U TYPICAL FLOOR GON5TIRUCTION: PORCH MUDROOM O • NEW FLOOR JOIST AS NOTED ON PLAN • 5/4" COX PLYHO T46 SHEATHING(BLOCKING ® • ALL PLYWD SEAMS) • F.J. AS NOTED ON PLANS (® SPANS OVER 8' nl INSTALL "X" BRID61N6 ® CENTER OF SPAN, P.T. RIM JOIST W U.O.NJ • PROVIDE R-50 BATT INSULATION WHERE BASEMENT HALL5 NOT INSULATED;FOAM MIN. DBL. GIRDER 5" AT RIM JOIST AS PER PLAN P.T. DECK JOISTS �CXXXX�F.J. AS PER PLANSS }FITCH PITCH 6RADE--- 6 Oz_ m BASEMENT ' O M 5 - - - - - - - - - - - - - - -Ell SECTION G-O/A-301 SCALE: 1/4" = 1'-0" 1 2 Z w RIDGE A5 PER PLANS O U O T Q D - - — t -- - _ — — — PROJECT: 2 NORTH FORK NEW 2X8 DBL HEADER ABOVE ESTATES - LOT 1 ALL WINDOWS d DOORS O i O 2X6 SILL PLATE GRIFFING STREET 8 SECOND FLOC ® W1NDO1 CUTCHOGUE NY 11935 4 BEDROOM DRAWING TITLE: - _ F.J. AS PER PLANS 6 PAGE: —3® ■ ®® GARAGE PITCH F -I DATE: 06/28/22 11 OF 17 I ORADE�- e P PITCH -�-GRADE 10-1)ARC M. P � ✓ Ll" , - - - - - - - - - - - - - - - - I l: o s-IOI cS�d 03-74 -gyp SEOTION D-D /A-501 50ALE: 1/4" = 1'-0" SIMPSON H2.5A RAFTER TIE (OR EQUAL) 5/4"xb" P.T. DECK BOARDS - - - 8 (4) 5/8" H.D.G. LAG Q BOLTS (PREDRILLED) p W (2) 1/2"4) HOT DIPPED 6ALV. - - /��� - - - — J C13 BOLTS ® EA. P05T w/OVERSIZED / HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE O _ _ 5PECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; P.T. D.J. AS _ z ==i —WASHERS , END NUT K TIE 4ED — PER PLAN (V- INTO BEAM, POST, DECK TIE d J- — Q :F' PLANS AND NOT PROJECTING MORE THAN 4,1'2" INTO STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT � i = RIM BOARD ASSEMBELY � � Lo / � � Ln P.T. BEAM AS NOTED _ O / O 0 O7 PITCHED METAL iv z -= SOLID BLOCK ® 12" O.G. 3/S THK. PL. J015T HANGER BY „ - SIMPSON' OR EQUAL Qo (2) 51MP50N DJT14Z (1) 1/2"m H.D. OALV. THRU �4 11 3/8" THK..n i Z v F I R5T F I N I SHED FLOOR DECK JOIST TIE ® BOLT w/OVERSIZED WASHER azo - - EA. P05T 3 END NUT PREBORED INTO I� 11 OALV. PL. a ,� P05T $ DECK JOIST TIE 4 ._ ��5a coNUMN BASE Gf�P PLATE ' 0 O + C9 s a--J ry 4"x4" P.T. POST O � IY2 MIN. SPACE BETWEEN \ GRADE FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE O co \ WALL AND HANDRAIL ii LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER Q 26 /a" PINE RISER 12"(P 'SONOTUBE' FILLED 11 N SOLID W P. GONG. r,Lln g/a" FINE TREAr:> STANDARDS FOR O R I PPABLE HAND RAIL (MIN. 4,000 PSI) SCALE: NTS ° •i I` lo" Q = O GROSS SECTION BENT REBAR ° 1 ° 8 (4) 3/8" H.D.G. LAG MIH z HANDRAIL NEW (5) #5 I,I BOLTS (PREDRILLED) I" ROUNDED NOSING Q CLEARANCE CIRCULAR NON-CIRCULAR HOR. REBAR li.ilI — w/Y" RADIUS a _ 4 (NOT INCLUDED IN NEW 24x24xl2 TREAD DIMENSION) 4" &Y411 / / DEEP P. GONG. PAD FTG. (MIN. 4,000 PSI) • I f ° 'p -� — \� V •— LV211 lY4„_2„ PERI- ZV4„ ° 'it ► _ / MIN. MAX. _ W METER / � -- - -ate - - � — �- -- - — M w 2 EXTERIOR N001:;) DfG DETAIL 3/8” THK. PL. 11 v w 1�13/8 THK. H.D. ( l A-401.00 SCALE: 5/4” = I'-O" I 11 �4 OALV. PL. v m2'-0" LAP 2 � , (3) 2"x12° STRINGERS ® w/R-21 _� (TYPJ GAP PLATE B .— INSULATION, IF UNDERSIDE 15 FACING m j / FOR CONNECTION OF 5TL. COL. TO (3) 1-3/4" WIDE 5TORAOMNON-HABITAL SPACE \ -. / / / / --------- -- - i-- LVL LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL LUMBER OR 5.25" WIDE PSL Q STORAOE UNDER y2" GYP. BD. ---------I I 1 ---- - (NHEN ADPL I CALBE) I i1 I 11 II �1 811 #5 REBAR (TYP) a I I I TREATED 2"x12" SILL FOR CONTACT 1 #5 BENT w/GONG. (IF APPLICABLE) REBAR ITYPJ I I I I II BASEMENT ry i i 4O O.D. SGH. 40 HOT DIP OALV. 5TL. COL. (ASTM A125) AS PER I I PLAN WELDED TO PL. 8"x8"x3/8" THK. 5TL. BASE PL. INTERIOR MOOD STAIR DETAIL CORNER CONNECTION O O (4) 1/2" HOOKED ANCHOR BOLTS EMBEDDED INTO A-401.00 FOOTING MIN. 4" w/ OVERSIZED SCALE: 5/4" = I'-O" WASHER AND END NUT SETUP X% #5 REBAR (TYP) 2'-0" LAP 5/4"xb" P.T. (TYP) BASE PLATE 'A' DECK BOARDS P.T. DECK JOISTS AS PROVIDE 5' (MIN) GONG. CO' Z NOTED ON PLANS -t z OF ALL REBAR WITHIN P.GONG. + - FOUND. WALLS d P. GONG. FI-O'S. PROVIDE STRAPPING d NAILING T- ------------- AS PER CONNECTION D' IN 5/4' x READ ° ° I II -"TYPICAL NAILING/STRAPPING HEIGHT P.T. RISER ° ________ �- STEEL COLUMN CAP � BASE PLATE DETAILS -- --- - PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, - A-401.00 zs BETWEEN CAVITIES SHEAR, 8 LATERAL RESISTANCE" 5/4"xb" P.T. - - -- - �57RINeER SCALE: 3" = I'-O"PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. DEGK BOARDS ---1L— IL(WHEN APPLICABLE) 2 x B OG G® _____----__ -OFP.TDEGK JOISTS SIZE I I I I I------ II TYP. ROOFING (SEE I 1 II W FLOOR SYSTEM AS NEW(2) 2"xb" P.T. SILL PLATES I I NOTED ON PLAN UPON SILL SEAL UPON COPPER I SECTION NOTES) (- TERMITE SHIELD FASTEN STRINGER TO Q I I II TYP. ROOF CONSTRUCTION 0 BLOCKING(MIN. b J OL NEW 5/5"(P HOOKED ANCHOR I' FASTENERS) O I I I, #5 BENT (SEE SECTION NOTES) BOLTS ® 59" O.G. w/5" SQUARE wosl I I I REBAR(TYPJ PROJECT: WASHER d ENDNUT 'SIMPSON' H2.5A , p5 2"x12' P.T. STRINGERS ® I6 RAFTER TIE R� 4" THK. x 8" WIDE x WIDTH z ae ) OF STAIR P. CONC. PAD I' EA. STAIRWAIN �® NORTH FORK I i I I - •II 2"xb" P.T. BLOCK IN BETWEEN ESTATES LOT 1 11 EA. STRINGER. FASTENED TO `t NOTE` II I m ALL DECKING SHALL BE FASTENED P. GONG. PAD w/ 19/64" x w/COATED DEGKIN6 SCREWS BY I G.J. A5 PER PLAN #4 HOOKED VERT. �II � 3-I/2" CONCRETE SCREWS BY t'� , REBAR a 45" O.G. "GALIBURN" (OR EQUAL) - MIN. 'DEGEQUAL) FASCIA MATE" (OR EQUAFASCIA BOARD I I (5) 50REWS PER BLOCK o" MIN. G R I FFI N G STREET 'T' CONNECTION CUTCHOGUE NY 11935 < II < GRADE GRADE BEAM AS PER PLAN I1 REBAR OVERLAP DETAIL DRAWING TITLE: ASPHALTIC DAMP PROOFING TO EXTERIOR II. GRADE ,�-g"-� II A-401.00 "SIMPSON" PC64 "SIMPSON" BC52-2/4 GALVANIZED JOIST DESIGN DETAILS SCALE: 3/4" = I'-O" (FOR 3 PLY BM) NEW SIMPSON LU526 EXTERIOR MOOD STAIR DET, I L (FOR 2 PLY BM) HANGER —Q A-401.00 SCALE: 3/4" = I'-O" P. GONG. FOUND. WALL II a T (MIN. 4,000 P51) it O II a 1 EXTERIOR SHEATHING AS PER SECTION NOTES PAGE: SIDING MATERIAL AS PER SECTION NOTES FLOOR SYSTEM A5 #4 HOR. CONT. REBAR ® _ NOTED ON PLAN TOP,MIDDLE, BOTTOM OF II i z BUILDING PAPER d HOUSE WRAP _ Oj000 WALL (5 TOTAL) ` II —�- TO FULLY OVERLAP FLASHING a j . — p NEW 5TL. GAP PL. 'A' FLOOR WOOD BEAM P.T. POST AS WELDED TO COL.;SEE AS NOTED ON PLAN PER PLAN <II 'Z" FLASHING GAP PL. DETAILS P. GONG. COW.. FTG. II - 5/4'xb" P.T. DEGKIN6 (MIN. 4,000 PSI) II 1 NEW 3-I/2" O.D. 5GH 40 N.O.N. ON PLAW NEW BASE PLATE 'A' HOT DIP OALV. 5TL. COL. DATE: 06/28/22 12 OF 17 GAP FOR (3) #5 HOR. GOVT. FZEBAR 5EGTIOWDETAILS) WELDED TO COL.;SEE (ASTM A125) AS PER 11 A _ DRAINAGE 4" P. GONG. SLAB II a _- BASE PL. DETAILS FOR FOUND. PLAN BY SIMS i — - _- BOLTING STEEL (OR EQUAL) NEW 4" P. "SIMPSON" ✓ vim^ )�nl ,vv� ��v� \� _- =_ _= PROVIDE GOLD JOINT GONG. SLAB POST BASE PER olA o�A SIA Via'A �tla "�fl. a a aP05T 51ZE C AT GONG. SEAMS (TYP) D��j � - b MIL POLY eil - M015TURE RETARDER ad, �= .�. � „Z, METAL DTT DECK TENSION ° °. ° ° P.T. DEGKIN6 " m a G I I I JOISTS/5 O�SSTS PERONG HEAVY DUTY GAL 1 141 1 I FLASHINEQUAL)FASTENED w/(2) TIE BY 'SIMPSON' (OR GRAVEL SASE ° LAG BOLTS ® Ib" O.G. INTO MUD SILL 4 v � �• e. - - v n Q � i r ;� 'd:��>i c,t0 ` ) FIPROV. CLEAI 2'_p'- ( w 2 5 8 x 5 LONG APPROVED COUNTER COMPACT LL - k Y RIM BD.;WHEN ® FOUND. WALL FASTEN /O / FLASHING P.T. DECK JOIST AS PER PLAN " - - P.T. D.J. A5 PER PLAN Ln MASONRY ANCHORS® 16" O.G. 4 GRAVEL BASE I i I I I I ( — I I NEW (5) #5 HOR. FOUNDATION WALL REBAR UPON (5) #5 X374 5 � NEW 24"x24"xl2„ HOR. REBAR (b TOTAL) Q DEEP P. GONG. PAD FOUNDATION NALL DETAIL -7 LEDO ER C. -CTI ON DETAIL FTG. (MIN. 4,000 PSI) -- COMPACTED FILL q COVERED PORCH DETAIL A-401.00 SCALE: 3/4" = 1'-0" A-401.00 SCALE: 1" _ IO 8 STEEL COLUMN 1OOT I NO DETA I L A-401.00 SCALE: 5/4" = 1'-0" - A-401.00 SCALE: 5/4" = 1'-0" O NERAL SYMBOL <ENr : _ EXISTING TO BE DEMOLISHED NEN PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. a Q EXISTING TO REMAIN WHEN APPLICABLE) I -I NEW WOOD FRAME (L.6. NEN w FOUNDATION WALL I- -i 5TL. WHEN APPLICABLE) / NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V C N WOOD FRAME (L.G. STL. ® POST FOR 4 WALLS O WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL � 07 POST FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED i }. WOOD FRAME (L.G. 5TL, C: Z WHEN APPLICABLE) Q-Z O i .O - C : N O O ' �q -F- p +J NU) Q CoO STRUCTURAL PLAN NOTES OSINGLE SPAN STRUCTURAL. MEMBER: n , 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 10 24"x12" DEEP P. GONG. CONTINUOUS FOOTING W ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY AS PER NOTED DETAIL (TYP) _ �1/ ABOVE INDICATED POSTS. - - - - - - - - L -- - - - - - - - 1 - - - - - - - - PROVIDE SIMP50N HB5.50/11.88,BA3.56/11.88,OR BA TYPICAL LEDGER BOARD 0 EXT. DECK- O2 1.81/11.55 HANGER AT INDICATED BEAM CONNECTION(PER II (2) 2'710" P.T. (2) 2"x10" P.T. I (2) 2"x10 P.T. I I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS - - -1 DROPPED BM. L J L A DROPPED BM. 1_ L BEAM WIDTH);WELD HANGER TO STEEL BEAM PER " -j DROPPED BM. 2. SECURED w/(2) 5/5" x 5 LONG H D. GAL. LAO I 1 J MANUFACTURER SPECIFICATIONS (SEE 201q 51MPSON � Q T 5TRONG-TIE WOOD CONS-rRUGTION CONNECTORS PAGE5 BOLT'S ® Ib' O.G. V qG qG 162-164 d BULLETIN 'T-G-1^IELDUPLFTIq 3. INSTALL H.D. 6ALV.J015T HANGERS BY 'SIMP50N' (OR qG I ( Q Q p p I I qG • — EQUAL) I .D I U W 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 3 m ® Q BENT OVER TOP EDGE OF LEDGER BD. 14, I Q cV II 12 I3 OS RESERVE 5. SEE NOTED DETAIL 1 — - �O— — 14 M F - — - — — - — — — _ _ - w 4 RESERVE 12 BEPOCKET (TYP.) I ' I ■ O JOIST HANGERS (WOOD FLU5H BEAM): 13 TYPICAL PPTO51LL PLATES w/COPPER TERMITE UCTIO • PROVIDE SIMPSON MIUI.51/11 FACE MOUNT HANGER® EACH O I I v F.J. (U.O.N) PER MANUFACTURER 5PEGIFIGATION5 S SILL SEAL • L ANCHOR BOLTS AS PER PAGE 6-003 I } I • P.GONG. FOUND. WALL AS PER DETAIL UPON _ 13 _ O J015T HANGERS (WOOD FLUSH BEAM): P. CONC. FOOTING AS PER DETAIL I -1x W I • PROVIDE SIMPSON MIU3.56/II FACE MOUNT HANGER® EACH ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR .• I ( V J F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS • B.O. FOOTING 3'-0" BELOW GRADE MIN. q TYP. STL. COL.: 1/2" EXPANSION JOINT® PERIMETER OF SLAB(WHEN n' O 3-1/2" O.D. 50H 40 HOT G'IP 6ALV. 5TL. COL. (ASTM A123) APPLICABLE) 14 —10 13 I 12 �V -7 • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS/ Q BY SIMS STEEL (OR EQUAL) STOOPS (WHEN APPLICABLE) J I L 5 • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET O24"x24"x12" DEEP P. GONG. PAD FOOTING FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 1 _ AS PER DETAIL 10/A-402. I i — — — -- -- = L _ -I I • � 1 WOOD DECK FOUNDATION (SONOTUBE ONLY): 14 HOEDOWN: I I it I ° 10 4"x4" P.T. POST UPON 12"0 P.GONG. PIER AS PER O HOLDOWN D AS PER PACE 6-003 r� t'�I� I n 14 14 DETAIL 2/A-402I I 13 - - - _ - - - — — — — — � u.l ff1 .• I HOLDOWN: I 1 • - , HOOD DECK FOUNDATION (15 x18 x12 FTG): 15 N HOEDOWN 'B AS PER PAGE 6-003 r N BASEMENT I I 10 qB 4"x4" P.T. POST UPON 12"0 P. GONG. PIER UPON IS"x15"x12" I i ' • Q -Q p -gyp Q UNHEATED -- _ — _ — — — — - — — DEEP P. GONG. PAD FOO'�ING AS 'PER DETAIL 5/A-402. i =I N TVI O UNFINISHED _ a — — --_ - - - I —1 I 1,215.5 5.F. 12 L WOOD DECK FOUNDATION (24 x24 xI2 FTG): I �a OqG 4"x4" P.T. POST UPON 12"0 P.CONG. PIER UPON 24"x24"x12" 50IL BEARING CAPACITY NOTE: I _ DEEP P. GONG. PAD Foo,rlN6 A5 PER DETAIL 9/A-402. STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL I I h L g 5 _ — — — 2 2"x5" P.T. HDR BEARING CAPACITY OF 1.0 TONS/S.F. nI I 12 w HEADER POST FRAMING NOTE: QJ POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW NEW 2"x10"F.J NEW 2'x10"F.J I NEW 2"xlO"F.J NEW 2"xlO"F.J F j O STANDARD FRAMING 6RAPHIG ON PAGE 6-003 UNLESS I ® I6" O.G. I ® 16" O.G. ® 12" O.G. - ® 161, O.G. I = NOTED OTHERWISE. I r J f LIQ Q 5 o 11 I 2 GAR GARAGE SLAB ON 1 �I L 5 I GRADE ) L L 5 L , L - - V:•':.:.` N - - - - 2.OE LVL DRP. BM_ - - I i Z — — J W O — — — — D r A F 7\ 14 I 7 a I I •a I I I I :. I e MECH. ROOM I I I I --- . I ' u U p DRAIN 13 I � SLOPE I 1 - - - - - - - - - - — i / \ I / \ X O° ( II � " . I // \\ I I / \ I I PROJECT: w ® °e• z 12 I (2) 2"x10" P.T. (2) 2"x10" P.T '° NORTH FOR K DROPPED BM. DROPPED BM. L _ _ - - L�-- _ -_ _ - -_ _ _ _ _ - 14 ESTATES - LOT 1 -- _HDR (2) 2"x5'_P.T. HD I — — (2) 2'x8_P.T. HDR — (2) 2"x5" P.T. I 1 14 - - - - - - - - - - - - - - QU 6 X 6-I O X I O 104 A.M. — — — — — — — — — — — — — — — — — — t-: I BETWEEN CENTER 4 I a I GRIFFING STREET UPPER � OF SLAB-\ 14 13 1O 1 14 �® SECURED IN PLACE 1 CUTCHOGUE, NY 11935 DURING POUR I I (2) 2"x6" P.T. SILL PLATES 1 DRAWING TITLE: PON SILL SEAL UPON I e I COPPER TERMITE SHIELD F-I— � (2) 2"xlo" P.T. �I (2) 2"x10" P.T. I qG PROPOSED STRUCTURAL PLAN 4 POURED SOLNp`GB� DROPPED BM. O II° 5/5" HOOKED ANCHOR BOLTS ® PPED BM. /�\ I - - - 6 MIL POLY ' ,���) a 3q" O..G. w/3" SQUARE WASHER 8 ��C✓�-�— J M015TUR 1 ENDNUT;AL50 SEE ANCHOR BOLT L _ I RETARDER SECTION ON PAGE A-200 4 GRAVEL BASE <j PITCH GRADE qG UPON CLEAN--,, "1 COMPACT FILL (1) # 5 REBAR I 5 5" THK. (MIN) P. CONTINUOUS GONG. GRADE BM. (1) #5 REBAR I a (3 500 P51) S-101moo ® 45" O.G. �I ° (1) #5 BENT I y 1 BAR ® NOTE: lh1 48" O.G. 1. REFER TO PAGE A-200 FOR NAILING AND DATE: 06/28/22 13 OF 17 elyi e ASPHALTIC STRAPPING ALL p'� COMPONENTSS FROFCSEI7 FOUN )ATI ON STRUCTURAL PLAN n1� PROOFING IhI �10 SCALE: 1/4" = 1'-0" hi (1) #5 REBAR ,--CONTINUOUS ° II � #5 REBAR �D ARC ® 60 O.G. ----�L (2) ` #5 REBAR p --- _ 4u :, �, �'�i`IN . Ur 3 MI Yi 037,E OF N . MONOL I TH I G SLAE3 PETA I L s-ioi.00 SCALE: 3/4" = I'-O" 0EI ` ERAL 5NrM50L < "',r : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 NEW WOOD FRAME (L.G. �"� FOUNDATION WALL LuJ cc 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 0 \I O N WOOD FRAME (L.G. 5TL. POST FOR 4 WALL VVV WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O � 07 o POST FOR 6" WALLS), U.O.N. _ (.0 NEW 2-HR FIRE RA17ED WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) a Z O .c i c :3 (V O 0 +=' C9 O ��, +' N In Q O 5TRUCTURAL PLAN NOTES O SINGLE SPAN STRUCTURAL MEMBER: 1 5TRUGTURAL MEMBER SHALL NOT BE CONTINUOUS 10 PE" DEEP P.GONG. CONTINUOUS FOOTING AS ACROSS MULTIPLE 5PAN5. PROVIDE SPLICES DIRECTLY AS PER NOTED DETAIL (TYPJ ABOVE INDICATED POSTS. PROVIDE 5IMP50N 1455.50/I1.ba,BA3.56/11.56,OR BA TYPICAL LEDGER BOARD 0 EXT. DECK: O2 I.8,1111.ba HANGER AT INDICATED BEAM CONNECTION (PER II 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS BEAM WIDTH);WELD HANGER TO STEEL BEAM PER 2. SECURED W(2) 5/5" P x 5" LONG H.D. GAL. LA6 MANUFACTURER SPECIFICATIONS (SEE 201q SIMPSON BOLTS ® 16" O.G. STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGE5 3. INSTALL H.D. . ALV. J015T HANGERS BY 'SIMP5ON' (OR U 162-164 d BULLETIN "T-G-WELDUPLFTIcI". EQUAL) n , • 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING W 3O RESERVE BENT OVER TOP EDGE OF LEDGER BD. DECK m 5. SEE NOTED DETAIL S.F. W 5//44" DECKING ■ O4 RESERVE 12 BEAM POCKET (TYP) JOIST HANGERS (W00,7 FLUSH BEAM): TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: (3)_2"------_ __ U O PROVIDE SIMP50N MIUI.aI/II FACE MOUNT HANGER® EACH 13 (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD !�2) 2"x10"[HD x10" HDR F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS d SILL SEAL- - • ANCHOR BOLTS AS PER PAGE 0-003 J O6 J015T HANGERS (W0017 FLUSH FLUSH BEAM): P. GONG. FOUND. WALL AS PER DETAIL UPON 1 �N- •V J PROVIDE SIMPSON MICRAGE MOUNT HANGER® EACH i F.J. .O.NJ PER MANUFACTURER P. GONG. FOOTING AS PER DETAIL TU NRER SPEGIFIGATIONS ASPHALTIC MASTIC DAMP PROOFING TO EXTERIORB•0, FOOTING 3'-0" BELOW GRADE MIN. TYP. 5TL. COL.: 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN OI O KITCHEN O 3-1/2" OD. 50H 40 HOT DIP GALV. 5TL. COL. (ASTM A123) AIR ENTRAIN 2235 S.F. 14" GPI q0 LC. • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / �°� U F.J. ® 12" O.G. 36" BY SIMS STEEL (OR EDU/4J 5TOOP5 (WHEN APPLICABLE) REF. • O MASON TO ACCOUNT FOR FINISH STONE ON THIN SET O O24"x24"x12" DEEP P. GONG. PAD FOOTING FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 1 A5 PER DETAIL 10/A-402. WOOD DECK FOUNDAI-ION (50NOTUBE ONLY): 14 HOL.DOWN: 2727"Z2," HDR 4"x4" P.T. POST UPON 12",P P. CONC. PIER AS PER HOEDOWN D' AS PER PAGE 6-003 - - 3 I.i5 x14 G.P. 2.0E LVL FLUSH BI r- DETAIL 2/A-402 WOOD DECK FOUNDAI-ION (I5"x18"xl2" FTG): 15 HOEDOWN: qB 4"x4" P.T. POST UPON 12"0 P. CONG. PIER UPON Ib"x18"xl2„ HOEDOWN 'B' AS PER PAGE 6-003 DEEP P. GONG. PAD FOOTING AS PER DETAIL e>/A-402./A-402. WOOD DECK FOUNDATION (24'x24 A2 FTG): �dJ SOIL BEARING CAPACITY NOTE: (2) 1:75"x14" G.P. 2.OE LVL FLUSH BM. x I m qG 4"x4" P.T. POST UPON 12"� P. GONG. PIER UPON 24"x24"xl2" cV p W DEEP P. GONG. PAD ROOTING AS PER DETAIL el/A-402. STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E BEARING CAPACITY OF 1.0 TONS/S.F. j ? 4 1D NIN6 F2-) 2 76 7HDR �x - (3) 2"xb" P05T TO d1 1 ROOM I> GREAT ROOM FLUSH BM. (STACKEDCL N HEADER P05T FRAMING NOTE: 1x2.4 s.F. w 3865 S.F. (3) :2"x6" POST �� BENEATH POST TO n P05T5 FOR DOOR AND WINDOW HEADERS SHALL FOLLOW p q'-O'GL6.H6T. TO FLUSH BM. O VALLEY ABOVE) STANDARD FRAMING GRAPHIC ON PAGE 6-003 UNLESS 6 N NOTED OTHERWISE. Q Q m p 14" GPI q0 LVL 14" GPI q0 LVL x 14" GPI q0 LVL xl� y F.J. ® I6" O.G. F.J. ® 16" O.G. t FJ. ® 12" O.G. 14" GPI 6" LVL -�m � 3.5" STEEL P05T �� F.J. ® I6" O.G. x O� (2) 2"x4" I in n j ST TO m TO FLUSH BM. POST TO WRAP W/ Ix FLUSH BM. a N 2 GAR GARAGE cV Q 5TTA S.F. (2) 1.15"xl4" G.P. 2.OE LVL FLUSH BM. _ QI bAq x s I O POST TO x w ry O a Nlq 0 Sd.. FLUSH BM. n 2 (2) 2"xa" 13 N N I HDR. BATH MUDROOM/ V 1 (2) I.-15"x14" G.P. 2.OE LVL FLUSH BM. 42.q S.F. ENTRY 2112 S.F. I x Q, (2) 2"x4" POSTS (3) 2"x4" I (3) 2"x4" 1((4p STACKED BENEATH P05T TO POST TO O - I N POSTS ABOVE FLUSH BM. FLUSH BM. r I / \ I I / \ I H F7I� � o -- __( 2"xlo° HD __ 1 ' ` l i ' ` I PROJECT: OPEN DEN � �� 322.9 S.F. Q P05T TO NORTH FORK FLUSH BM. (3) 2"xb" P05T1 I I N) ESTATES - LOT 1 STACKED I x Q I BENEATH VALLEY OA50VE (3) 2"x10" HDR (3) 2"xl0" HDR ES I" (2) 2"xa_HDR r2) 2_xb_HDR (2) 2_xa" R r2) 2"xb" HDR (2) 2"xa" HDR (2) :2"x(5" 5%MAX SLOPED coNGRETe APRON GRIFFING STREET =-- - - -- --- (2) 2"xb" P05T TO POST TO C.OERED PORCH ROOF BM. 1'19 S.F. TCHOGUE, NY 11935 ROOF BM. 5/4" DECKING DRAWING TITLE: PROPOSED STRUCTURAL PLAN 13� PAGE: S-102mOO DATE: 06/28/22 14 OF 17 FROP05El7 FIRST FLOOR STRUCTURAL PLAN SCALE: 1/4" = 1'-0" AFZ 03 F OF N� OENERAL 5YM50L KENr : _ EXISTING TO BE DE=MOLISHED NEW PARTIAL HEIGHT ii WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.6. NEW FOUNDATION WALL J ca 5TL. WHEN APPLICABLE) (y) NEW I-HR FIRE RATED ® MIN. (2) 2"x44" STRUCTURAL 1 N WOOD FRAME (L.6. 5TL. POST FOR LL LO WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O � POST FOR 6" WALLS), U.O.N. _ -0 NEW 2-HR FIRE RATED WOOD FRAME (L.6. 5TL. WHEN APPLICABLE) CL c: Z O .co i :3 N O 04-1 �q -O O 4 4--J CV 4-J Q 0 � O 5TRUOTURAL PLAN NOTES OSINGLE SPAN 5TRU,STURAL MEMBER: 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 10 AS x12" DEEP P. GONG. CONTINUOUS FOOTING ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY AS PER NOTED DETAIL (TYPJ ABOVE INDICATED POSTS. �� PROVIDE SIMP50N HB5.50/11.88,BA3.56/11.88,OR BA TYPICAL LEDGER BOARD ® EXT. DECK: O 1.81/11.88 HANGER AT INDICATED BEAM CONNECTION(PER II I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS BEAM WIDTH);WELD HANGER TO STEEL BEAM PER 2. SECURED w/(2) 5/8" (P x 5" LONG H.D. GAL. LAO MANUFACTURER SPECIFICATIONS(SEE 2019 51MP50N BOLTS ® 16" O.G. STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR U 162-164 d BULLETIN "T-G-WELDUPLFTI9". EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 3 --- - O3 RESERVE BENT OVER TOP EDGE OF LEDGER BD. r x (2) 2"x8" HDR (2) 2"x8" HDR W 5. SEE NOTED DETAIL M *I ■ O RESERVE 12 BEAM POCKET (TYP) 2"x10" G.J. ° ® 12" OJOIST HANGERS (WOOD FLUSH BEAM): TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: U PROVIDE 51MP50N MIUI.81/II FACE MOUNT HANGER® EACH I3 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD MASTER d SILL SEAL B (2) 2"x6" L F.J. N.O.NJ PER MANUFACTURER SPECIFICATIONS BEDROOM #I • ANCHOR BOLTS AS PER PAGPOST TO E 6-003 OST TO (2) 2"x6" O JOIST HANGERS (WOOD FLUSH BEAM): * P. GONG. FOUND. WALL AS PER DETAIL UPON VAL 2"x10" G.J. ® 12" O.G. 214.5 S.F. POST TO • P. CONG. FOOTING AS PER DETAIL FLUSH BM. w/51MP50N LU528 VALLEY_ a > VALy PROVIDE 51MP50N MIU3.56/11 FACE MOUNT HANGER ® EACH ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR HANGERS ® FLUSH BM.S iq p O F.J. N.O.NJ PER MANUI=AGTURER SPECIFICATIONS x$? pL • B.O. FOOTING 3'-0" BELOW GRADE MIN. MASTER I N V� Q TYP. STL. COL.: 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN BATH O a a I APPLICABLE) p 146 S.F. p I Q O 3-I/2" O.D. SGH 40 HOT DIP 6ALV. STL.COL. (ASTM AI23) AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS/ X W BY SIMS STEEL (OR EQUAL) STOOPS (WHEN APPLICABLE) O • MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET O24"x24"x12" DEEP P.CONG. PAD FOOTING FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) IL O 0 AS PER DETAIL 10/A--402. WOOD DECK FOUNDATION (50NOTUBE ONLY): HOEDOWN: (3)2"x10" HDR 4"x4" P.T. P05T UPON 12"4> P.CONG. PIER AS PER 14 HOLDOWN 'D' A5 PER PACE 6-003 I I DETAIL 2/A-402 I (3) 2"x4" - - - ' POST TO (2) 2'x8 • U � — — - (3) 2"xb" I I „ HOLDOWN: 1 FLUSH BM.S W I HI5 W.I.G. OOR HDR U O P05T TO WOOD DECK FOUNDATION (18 x18 x12 FTG): 15 HOEDOWN 'B' A5 PER PAGE 6-003 O 28 5 F (TYP. U.N.O.) HER WALK-IN GL. p 1 VALLE`f 1 I 9$ 4"x4" P.T. POST UPON 12"� P. GONG. PIER UPON 18"x18"x12" OC I 5q? cJF x- 1 dR.R I J DEEP P. GONG. PAD f200TIN6 AS PER DETAIL 8/A-402. Q �R L - - - cv ® 2"x8" G.T. WOOD DECK FOUNDATION (24"x24"x12" FTG): 1� BEDROOM#2 O I Q I ® I6" O.G. A 501L BEARING CAPACITY NOTE: x ►- -� I 9G 4"x4" P.T. P05T UPON 12"0 P. CONC. PIER UPON 24"x24"x12" cY 150.2 S.F. Ul - DEEP P. GONG. PAD FOOTING AS PER DETAIL 9/A-402. STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 1.0 TONS/S.F. a0 f �� CL ztu v HEADER POST FRAMING NOTE: 1 x = ro V O 1 1 p STORAGE P05T5 FOR DOOR AND WINDOW HEADERS SHALL FOLLOW cV ® / \ BATH 3 STANDARD FRAMING CRAPHIC ON PAGE 6-003 UNLESS ( - x- V ry NOTED OTHERWISE. Q (3) 2"x4" \ 1 P05T TO I �j 3 xb Q m f-p I"I \I 1 FLUSH BM. HALLWAY v p I n N V N p I i I BEDROOM#5 (2) :2"x4' POST-\TO VALLEY ,X �zo a sp N m Q a i I 406.4 S.F. GL. ABOVE ry ® oJ4+ +sp !L FLUSH B - a - - - - 2)2'_'x8'_' HEADER _ (r i (2) 2"x4" P05T x=? I I ToVALLEYLEY n l I AL UND. Z Q I ■ ROOM i 1 w POST TO 56.0 5.F. I FLUSH BM. I / � I I Qr U Q p N I 1 N W BEDROOM#3 I _ I 2"x8" G.T. 172.4 S.F. BEDROOM#4 / a 1 I a p p 141.4 S.F. I `' I I Fw-' 2"x10" G.T. I ® 12" O.G. GL. (P (2) 2"x6`' POST (2) 2"xb" POST P05T ito 1 0 p GL d TO ROOF BM. TO ROOF BM. VALLEY A 2"x10" G.T. 4R.R ® 12" O.G. _- (3) 2"x10" HDR - PROJECT: Ea (2) 2"xp" HDR (2) 2"x8" HDR (2) 2"x8" HDR (2) 2"x " HDR I NORTH FOR K ESTATES - LOT 1 I GRIFFING STREET CUTCHOGUE, NY 11935 - - -- DRAWING TITLE: PROPOSED STRUCTURAL PLAN PROPOSED SECOND FLOOD' STRUOTURAL PLAN PAGE: 50ALE: 1/4" = 1'-0" S-103m00 DATE: 06/28/22 15 OF 17 ARC `\ 9 0374 F 0 F N4 CEN RAL 51'ME30L KENT : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HE16HT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L..G. NEVI FOUNDATION WALL L1J uj 5TL. WHEN APPLICABLE) f0 J (y) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q c © POST FOR 4" WALLS a- WOOD FRAME (L.G. -STL. Lo WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL c m POST FOR 6" WALLS), U.O.N. ? v NEW 2-HR FIRE RATE`.D , > WOOD FRAME (L.G. e TL. L_ '- WHEN APPLICABLE) 0 .� Z d0�' c � N 0 0 +, ' 4-J 0 4-J Lo 0 CV c6 a � � o STRUCTURAL PLAN NOTES OSINGLE SPAN STRUCTURAL MEMBER: 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 10 AS PE" DEEP P. GONG. CONTINUOUS FOOTING ACRO55 MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY AS PER NOTED DETAIL (TYP.) ABOVE INDICATED POS75. PROVIDE 5IMP50N H5550/11.88,BA5.56/11.88,OR BA TYPICAL LEDGER BOARD ® EXT. DECK: O2 I.81/11.88 HANGER AT INDICATED BEAM CONNECTION (PER 11 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS -DECK BELOW- BEAM WIDTH);WELD HANGER TO STEEL BEAM PER 2. SECURED w/(2) 5/8" 4) x 5" LONG H.D. GAL. LAO MANUFACTURER SPECIFICATIONS (SEE 20141 SIMPSON BOLTS ® 161, O.G. STRONG-TIE WOOD CONSTRUCTION CONNECTORS PA6E5 162-164 4 BULLETIN "T-G-WELDUPLFTIq". 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR U EQUAL) m m • 4. PROVIDE FLASHIN6 TUCKED UNDERNEATH SIDING 4 — _ _ — — — — — O3 RESERVE BENT OVER TOP ED6EOFLED6ERBM. I — - - — - - - - - - - - - "�J M W 5. SEE NOTED DETAIL 8:12 PITCH 8:12 PITCH I I ■ 12 BEAM POCKET (TYPJ O4 RESERVE I I 2"x10" R.R. 2"x10" R.R. + ® 12" O.G. ® 12" O.G. I OJOIST HANGERS (WOOD FLUSH BEAM): TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: I I U PROVIDE SIMP50N MIUI.bI1II FACE MOUNT HANGER® EACH 13 (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD F.J. (U.O.N.) PER MANUFACTURER SPECIFICATIONS 4 SILL SEAL I I I L • ANCHOR BOLTS AS PER PACE 6-005 JOIST HANGERS (No )D FLUSH BEAM): • P. GONG. FOUND. WALL AS PER DETAIL UPON I • O DETAIL PROVIDE SIMP50N MIU5 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR I I p .56/II FACE MOUNT HANGER ® EACH FOOTINO AS w N F.J. .O.N.) PER MANUFA.TUBER SPECIFICATIONS ( I ^` B.O. FOOTING 3'-0" BELOW GRADE MIN. W � I Q I/2" EXPANSION JOINT® PERIMETER OF SLAB(WHEN — w I ) TYP. STL. COL.: APPLICABLE) � — — — O 3-1/2" O.D. 50H 40 HOT DIP 6ALV. STL. COL. (ASTM A125) . AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS BY SIMS STEEL (OR EQUAL) STOOPS(WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SETI G�Jam„ �m (2) 2"xb" POST W O 24"x24"xl2" DEEP P. GONG. PAD FOOTING FOR HEIGHT OF ALL 4 SLAB (WHEN APPLICABLE) I I �3�<2'. � 1 TO RIDGE ABOVE AS PER DETAIL 10/A-402. I Seo ►'FQ I I m WINDOW HDR cV Y HOEDOWN: a V -y< Jp�•y — m WOOD DECK FOUNDATION (SONOTUBE ONLY): 14 I a p � < �, (�_ - 41 4"x4" P.T. POST UPON 12'm P. GONG. PIER AS PER HOLDOWN 'D' A5 PER PAGE 6-005 _ I — — — — — — — — — — - — — — — DETAIL 2/A-402 I I SSi �'YP 0 a V SEE WOOD DECK FOUNDATION (18"x18"xl2" FTG): IS HOLDOWN: - I ( ® = Oti4 G�ti FPONDAA,TTTIOEI`b�oa bv O;p I — — — — — — — — — — — I 2"x10" R.R. 2"x10" R.R. qB 4"x4" P.T. POST UPON 12"� P. GONG. PIER UPON 18"x18"xl2" O HOEDOWN B A5 PER PAGE 6-005 I I V c°p J�j N ® — — — — — — — — — — — ® I6 O.G. DEEP P. GONG. PAD FOOTING AS PER DETAIL 8/A-402. I I N ry WOOD DECK FOUNDATION (24'x24 A FTG): I - qG 4"x4" P.T. POST UPON 12"0 P.CONC. PIER UPON 24"x24"x12" SOIL BEARING CAPACITY NOTE: BEAR T URAL DEVON E I7Y OF LO OTIN05.ASSUMES A SOIL I (5) :2"x12" RIDGE (3) 2"x12 RIDGE — — — — — — —� DEEP P. GONG. PAD FOOTING AS PER DETAIL q/A-402. (3) 2"x12" RIDGE_ _ I i (3) 2"x4" - _ -- I (3) L"f5"x415" 6.P. 2.0E LVL R.R. POST TO (3) 2"x4" P05T TO RIDGESJ �(5) 2.x4" P05T PROVIDE FRAMING I a V — — — RIDGE ABOVE (PROVIDE BLOCKING TO GROSS EXTENDING TO MAIN HEADER POST FRAMING NOTE: I B/W RIDGES AS REOV) RIDGE ABOVE WALK-IN SIMPSON POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW GABLE RIDGE I I s CLOSET WALL BELOW I ry ® Q `�ssoti H6LTV3511X STANDARD NOTED OT ERWISENG GRAPHIC ON PAGE 6-003 UNLESS I I O Q Y,1 ��J I I ri I I O �/�, L ( SLOPED �0�� HAN6ERAN6E it cv ® L — — — — — — PROVIDE NAILING 4 `� �` — — — — — _ — J d F- - 2"x10 R.R. STRAPPING PER PAGE +\ry ¢� A/ �<� — — — 1 tL 0 �v 0 16" O.G. 6-003 FROM R.R. 4 ��l pj(J +G� �y� 2"x10" RIDGE 2"x10" RID6E �' O G.J. TO WALL BELOW P (2) 2"x4" I w POST TO] ?Q, lulu 0 O 2"x10" R.R. 2"x10" R.R. v RIDGE ��w ri k — — a 16" O.G. ® 16" O.G. Ex p 3 LD �(3 RIDGE OST r I NFRAI q5 ® rQ X ui I I Z EXTENDPROVING IDE TOBMR. 4 , � 2"x10" R.R. 2"x10" R.R. I G.T. FROM HALLWAY O I !!vv Q r ® 12" 0.0. 0 12" O.G. WALLS BELOWI I Qw m SIMPSON I I L) — aI n ® I 0+-4 HOL p.511X SLO- - - - - - - - - - - � "'ry° HAN ERTOP-FLAN6E I X _ ry I I I I 2 PITCH 12:12 PITH I I Q _ II o (3) I.?5"x415" 6.P. 2.0E LVL R.R. 5:12 PITCH W2 PITCH I 2"x10" R.R. 2"x10" R.R. ® 16" O.C. 016" o.C. I PROJECT: „ „ " - - - - - - — L - - — — - - - I 2x10 R.R. 2 xl0" R.R. I ) x12-ROOF�M. - m NORTH FOR K O.G. ® 12" O.G. I — — l— — — — — — — — — — (2) 2"xb" POST - - J TO RIDGE ABOVE ESTATES - LOT 1 - - — - - - - - - — - - - — WINDOW HDR ao ® GRIFFING STREET fL CUTCHOGUE, NY 11935 n r� DRAWING TITLE: LJ PROPOSED STRUCTURAL PLAN m PAGE: FROPOSEl7 ROOF FRAM I NO PLAN S-104mOO SCALE: 1/4" = P-O" DATE: 06/28/22 16 OF 17 v-D ARc///T CZ, , M. P fir, a 037 OF n . Q 0 W W cc J (y) c: CV O 07 O O } p 00 O Z O CL .0 c -1 N 00 .4-' ' _c O +' C9 +-' NLr)Q 0 � o Q� L -0 U • - 4� D -�--� m _c + U � Q •- Q j�A\4" FRESH AIR VENT O a I L THROUGH ROOF U o I v v I d k I d 1 I I ' I I I I 1 MASTER FULL NOTE: MASTER I FULL BATHROOM 3 LAUNDRY - 1 2„ BATHROOM 2 a BATHROOM 3 LAUNDRY BATHROOM 2 ALL CONFORMTOK O LAUNDRY —�— LOCAL PLUMBING CODE IL O __--- -- "t 2 � 2 I2"1 I 12.. 2 1211 O zQ: I I I I 3 „ 1 I I I I j 1 j PROVIDE "ABESCO FF200 FR O I : 1 : Q4 v 1 I I v LEGEND w w 31 . 31 . Q� W.G. I 31 . 31 . Q� W.G. - 2 12" I B I I I I I B I B 2" EXPANDING FOAM" (OR EQUAL) I� 13 I _ 11� I� 13 I N liou) RATED WALLS AND 7v I � N I �� - 1 fp SHOWER m - I 1= cv QI :Qn1 !n 1 i= 5HOWER m ----- SUPPLY DRYER ALL PLUMBING d I ' I x1 v I v 1= I - I zl v I N z v v X 3 d� 3 3I z v 3 3 d1 I I AT ALL PENETRATIONS IN FIRE � � � 1.{pT y.Iq�•E{Z NOTA: W[✓ I WIG I FLOORS/CEILINGS. PRODUCT :� n TUB VrASHER�I FUEL GAS WORK _ �_ _I I- I I I- I _y —_ 2" I 1 1- " 1- " I CONFORMS TO ASTM E 814, I I I I 1 : 1 SHALL CONFORM I S WER SHOWER - A' - --------- --------------- ---- -- -- ------ GOLD WATER TUB I WARIER I 1 ASTM E 84,AND UL 14-Tq — .. ..-.._.._.._.._.. .._ .._.._.._.._.._..-..-___— y_..-.. ._-__ _. -..-_..__. f-- _ - SUPPLY PLUMB TO A CODE 6 2 2 3" I 3" 2 1 j FUEL GA5 G.O. G O 1 PROVIDE "ABESCO FF200 FR I I EXPANDING FOAM" (OR EQUAL) FULL KITCHEN NOTE: FULL j I AT ALL PENETRATIONS IN FIRE OPEN DEN PIPING PENETRATIONS: BATHROOM I ___ ALL PLUMBING WORK OUT SHOWER BATHROOM I KITCHEN I RATED WALLS AND a KITCHEN I. PROVIDE "ABE500 FP200 FR SHALL CONFORM TO v I O O r-- _ ___ I 2�� - LOCAL PLUMBING CODE p4 I FLOORS/CEILINGS. PRODUCT O EXPANDING FOAM" (OR EQUAL) ___ J I I CONFORMS TO ASTM E 814, AT ALL PENETRATIONS AT WALLS :2111 I I w DQ I ASTM E 84, AND UL 14'!q AND FLOORS/CEILINGS. N O 1 2' 3. 1 I I N 2.PRODUCT CONFORMS TO ASTM E IL I 1 1 : GLEAN OUT v [`�� w OAS FIREPLACE 814,ASTM E 84, AND UL 14'iq Z 12° 1:211 3" AS REOV ivl Q4 v 1 ' 5 _ I w w I � - RANGE I I S 3! �v 3� W.G. \ XI IX iv I 1 PROVIDE F.A.I. I $1 = I - I 1 I m I I_ HIS. SHOWER I I �ry ivy �ry SHOWER m nl ic�v DW i m v ISHOWER I I- DW --- ' ---I� -----------------� -- --- ------------------41 � G.O. 1 I OAS SUPPLY PROPOSED I I W G.O. WATER SUPPLY I F- 4„ SYSTEM MECH I I TO BURIED 0 4" HOUSE ROOM 1 MAIN DRAIN G.O. - 1,000 -- i z a ROPANE PROJECT: H TO STREET ul � ..-.._..� WATER MAIN lu 4113 TO SEPTIC m . _.._..3� SYSTEM NORTH FOR K ESTATES - LOT 1 GRIFFING STREET CUTCHOGUE, NY 11935 DRAWING TITLE: FL.UME31 NO RISER - PRA I N / NASTE / VENT FL.UME31 NC RISER - SUPPLY' CAS RISER - SUPPLY' PLUMBING RISER DIAGRAMS SCALE: NTS SCALE: NTS SCALE: NTS GAS RISER DIAGRAM PAGE: P-101moo DATE: 06/28/22 17 OF 17 0 ARS ILI 037