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Home My WebLink About48301-Z �tt TOWN OF SOUTHOLD 0, BUILDING DEPARTMENT Al TOWN CLERK'S OFFICE � + SOUTHOLD, NY a7 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#: 48301 Date: 9/16/2022 Permission is hereby granted to: Baxter Jr,. William 6915 SE Harbor Cir StuartFL 34996 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 560 Griffing St., Cutcho ue SCTM # 473889 Sec/Block/Lot# 102.-5-9.9 Pursuant to application dated 7/18/2022 and approved by the Building Inspector. To expire on 3/17/2024. Fees: CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,544.80 Total: $2,594.80 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 T'AVelephone (631) 765-1802 Fax (631) 765-9502 littl)s://www.stholdto%v,iily_��o Date Received APPLICATION FOR BUILDING PERMIT I ' II F " . For Office Use Only PERMIT NO. � � Buildin Ins '�t9l g Inspector:- P I Applications and forms must be filled out in their entirety. Incomplete BUILDING DEVI applications will not be accepted. Where the Applicant is not the owner,an UAIN OF SO[iJA� Owner's Authorization form(Page 2)shall be completed. Date:07/18/2022 OWNER(S)OF PROPERTY: Name:Robert Fischer SCTM# 1000-102-05-9.9 Project Address:Lot 3 Griffing Street, Cutchogue NY 11935 Phone#:631-767-9933 1 Email:rfis641100@yahoo.com Mailing Address:Lot 3 Griffing Street, Cutchogue NY 11935 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address: 10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address: 10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes MNo Will excess fill be removed from premises? Dyes RNo 1 PROPERTY INFORMATION I Existing use of property: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 BNo 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 210AS of the New York State Penal Law. Application submitted tint n Michelle Sarabia AMP Architecture Authorized Agent ❑Owner Signature of Applic t: Date: 07/18/2022 STATE OF NEW YORK) SS: COUNTY OFSCa Michelle Sarabia AMP Architecture being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Conractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. IFAIfARA H."CAfwlflf Sworn before me this Notary Publip,$tom Of NowYork No. 01 TA16086001 t �1 � Qualified lin Suffolk fob day of M , 20aa Commission Expires 01/1 /2f9 Notary Public PROPERTY 'TI i 'Ti (Where the applicant is not the owner) I, residing at do hereby authorizeAMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Generated by REScheck-Web Software C�(JCompliance Certificate Project North Fork Estates at Cutchogue - Lot 3 Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,510 ft2 Glazing Area 15% 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: 13.1%Better Than Code Maximum UA: 527 Your UA: 458 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. Envelope A55emblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Flat Ceiling: Flat Ceiling or Scissor Truss 1,770 49.0 0.0 0.026 0.026 46 46 Cath Ceiling: Cathedral Ceiling 260 49.0 0.0 0.022 0.026 6 7 South East Wall: Wood Frame, 16" o.c. 883 27.0 0.0 0.051 0.060 42 50 Window: Vinyl Frame 51 0.300 0.320 15 16 SHGC: 0.40 South West Wall: Wood Frame, 16" D.C. 702 27.0 0.0 0.051 0.060 20 24 Door: Solid Door(under 50%glazing) 144 0.300 0.320 43 46 Window 1: Vinyl Frame 158 0.300 0.320 47 50 SHGC: 0.40 North West Wall: Wood Frame, 16" o.c. 870 27.0 0.0 0.051 0.060 40 47 Window 2: Vinyl Frame 81 0.300 0.320 24 26 SHGC: 0.40 North East Wall: Wood Frame, 16" o.c. 998 27.0 0.0 0.051 0.060 39 46 Door 1: Glass Door(over 50% glazing) 94 0.300 0.320 28 30 SHGC: 0.40 Project Title: North Fork Estates at Cutchogue - Lot 3 Report date: 07/19/22 Data filename: Page 1 of 2 a Prop.Gross Area Cavity Cont. Prop. Req. Assembly or Window 3:Vinyl Frame 138 0.300 0.320 41 44 SHGC: 0.40 Floor: All-Wood Joist/Truss 2,030 30.0 0.0 0.033 0.047 67 95 Compliance Statement: The proposed building design described here is co sistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building eery signed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory i ements Ji trod in the REScheck Inspection Checklist, 12� Name-Title Signature Date '—A a '937 ' 0 Project Title: North Fork Estates at Cutchogue - Lot 3 Report date: 07/19/22 Data filename: Page 2 of 2 d Ifi dency CertificateAbove-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 ........... --- --------- 09LO-VL2-919:0 —----- U N 4-1��N -,4 paA-201020L pl!ne + ubisaC] ....................... dV0331'V8'O11111DdAUOq1UV ajnjoaj!LA3JVd W V ................ R .................-....... 7z----------------- ------------- L --- --- "q 4 W" 10 7. `K4-—-—-—-—-—-—-—-—-—-—-—-—-- 0 H 0 H A I'M W 1A, PHN lop .. ............. .............---- ---------- -- -- - --- ---------- --- ---------- --- ------------------------ --------- ----- --- --- ---- 0 EL 9 In CK < LL fi� 8 fR o iHRi ;Ilk 0 A PP , , I j!'"I" — '. 'q, Pi N 0 z z z u m C2 "f �n c 0 IX J, Z 41 6 RE, 'n LL �u' i, - ; 'm ui l;M U < w IL z U.co v- > "ip ui l4W !3 P j,,��fl , I" ,� ii I , m LL ,�,,��! !!, 1-�� i �Z w 0. P; 'i9 < w 02� T-P al :ull It SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION . { PROPOSED ACCESSORY STRUCtl TURE Q PROPOSED 2ND STORY .,., W W cu J cy) c: N U) VACANT LAND I EL=30.0' p EL=31.0' S 40015'20" E - - - - - - 162.43' - r-- O i r - - - - - - - - - - - 0 Z O CIL cc �t T \ p [jai J '; F ti ,, "'+ O +� OO [ 4 ' ' i.(f,4i " ,* 7 '',dn♦� a a :�,,;,y 1 '' E`� k � N •cu �' _ ►*�#� l�.p`r j / hl/f '♦ +y O PAC Q o z � e LYV `ter w y '1S Mj. n , o yw � .. PROJECT LOCATION &SCOPE 1` . �' fy',. ``� SITE PLAN & ZONING DATA 41 } a "r �;' a.`��^�- y ' ° °!?"yet' + '1 .� .z I"'RD}�ERTY &eY � = �'r +' c . . ,� �m®®� .O® GENERAL NOTES U `t �`'_ - ..;rte :° ENERGY TABLE 50' REAR YARD SETBACK , �` M _ - - - - - ��,� STRUCTURAL DESIGN CHARTS 4_j W 3 ° ,� �; s ,�_ \ ;::,.. ,,/- INA "A - � ��,� . �.� C�-OOJ.®® HOLDOWN, ANCHOR BOLT, Q I �"�" , w. ' �. „; `. �.� ,�\ . �"_ ; N> STRAPPING, & NAILING DETAILS w 0 PROP. w °; �wt� .� .. :> ,� U Ak4 � " s " ` FASTENING SCHEDULE K - WD. DECK W +•' ,� . . } N m I 33.0'' TROP` I I i -®®�-.®® FRAMING GRAPHICS Z / LOCATION MAP BEAM CONNECTION PATTERNS U) ci I I DRY = - fit/ SCALE. NTS FIREBLOCKING DETAILS - I Q 1 ,QQ PROPOSED FOUNDATION PLAN 44.0' I ZQ, O PROJECT 5�0f'E 50.0' PROP. 2-STORY WD. j Q 10.8' FRAME DWELLING w/ v BASEMENT 8 GARAGE � j (4 BEDROOMS) \\ I up,J - POi�O5I7 NSW 2 STOi�Y ND. FRAME DWELL I NC W/ BASEMENT - 1®� '00 PROPOSED FIRST FLOOR PLAN u m F.F. EL.=31.1' ------- In F- GARAGE SLAB EL.=29.4' m - "I \I O a p OARAOE D 1w I U - I Q�j,QQ PROPOSED SECOND FLOOR PLAN /PROPS I w 1:1 w ( DRY- 1 25.6' 17.0 z J I I �NWELL,.� P. 11.4' j-� I Q SRO.JEGT DATA : COVERED PORCH I� Ip N i Iw I� �t-�®I ,00 PROPOSED EXTERIOR ELEVATIONS 40' FRONT YARD 5ETBACK z l I Io I PROJECT / ZONING DATA 1 ry O I[4 I TAX MAP # 1000-102-05-ci.9 OL Ia- I I - ®� .QO PROPOSED EXTERIOR ELEVATIONS --I I PROP. �I `r I I ZONING DISTRICT HB / NO ASPHALT O DRIVEWAY LOT AREA O.6 ACRES QI 1 I 1 SUFFOLK COUNTY HD APPROVAL REQUIRED 4 - 1 A-501 .00 BUILDING SECTIONS I PROP. PROP. w 1 PROP. PROP. ul STREET. STREET. Q I STREET. STREET. I I HABITABLE SPACE PROPOSED z v I TREE TREE ( TREE TREE I I ( � w I I I BASEMENT AREA - 508.52' d d I a a I I - ----- - A-502 .00 BUILDING SECTIONS 0 FIRST FLOOR AREA V I,-no.o S.F. DESIGN DETAILS � N 39°3820 W 160.0' SECOND FLOOR AREA 1,739.9 S.F. EL=29.3' _. I =TOTALEDROOM COUNT 4 W 1 A-4Q 1 .00 DESIGN DETAILS a I GONG. WALK o I I PROJECT: LOT COVERAGE I GONG. CURB Q 1 .00 PROPOSED STRUCTURAL PLANS NORTH FORK DESCRIPTION (FOOTPRINT) AREA 95 LOT COVERAGE ESTATES - LOT 3 C R I F F I N C 5 T R E E T I TOTAL LOT AREA 27,0'78.0 S.F. I I PROPOSED HOUSE 8 GARAGE 2,479 S.F. 9.2 5 5- 102 .00 PROPOSED STRUCTURAL PLANS I I PROPOSED COVERED PORCH 114 S.F. 0.495 GRIPPING STREET PROP. WATER MAIN ® STREET I --------------------------------------------- -------------------------------------------- - CUTCHOGUE, NY 11935 PROPOSED WOOD DECK 20� S.F. O.SJS TOTAL AREA OF ALL STRUCTURES 2800.0 S.F. 10.3% 5- 105.00 PROPOSED STRUCTURAL PLANS DRAWING TITLE: "MAXIMUM LOT COVERAGE ALLOWED - 20.090 PROJECT LOCATION &SCOPE I TI= PLAN SITE PLAN & ZONING DATA SCALE: I" = I5'-0" � - -- --- �5- 104.00 PROPOSED STRUCTURAL PLANS REQUIRED SETBACKS - MAIN BUILDING REQUIRED PROPOSED COMPLIES PAGE: � DWV/ WATER SUPPLY RISER FRONT YARD 40.0' 46.2' YES GAS RISER G-001m00 -1 SIDE YARD 15.0' 44.0' YES BOTH SIDE YARDS 35.0' 94.0' YES DATE: 07/13/22 1 OF 17 REAR YARD 50.0' 69.5' YES 51TE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS `�,t�[�EIJA�C SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION C? N►• p 'S. REPRESENTED ON THI5 SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED MARCH 3, 2022 ".. r�� , tp AND PREPARED BY: 5ECGAFICO LAND SURVEYING PG. 0�7� 500 MONTAUK HIGHWAY JUL 8 20?2 OAP MORICHES, NY 11955 '1 (631) 818-0120 BL31LD1A:G DEF'1 TO\NN!OF SOU'r 4..�F _ CARPENTRY WOOD FRAMING MATERIAL 5TANDAR.D5 NOTES G i� t�I I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 8-15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE FOUNDATION, CONCRETE.AND MASONRY A 1�i�}�E /I l\ T I O'�I G ATION AS IT F IT 15 THE CONTRACTORSTs ON�SISILITY IT I O=GSI I S T I TI I QS T BINM� 1.APPLIES TO OTH 5 NEW WORK BEING PERFORMED AND TO VERIFY ALL DIMENSIONS OF I SHALL COUORDINATE THE -- - LJLJ I-\ Y l't I I `t J OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESDICTIO HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF [BD. BOARD INSUL. INSULATION TO&ETIiER AT ALL TIMES. IT 15 ALSO THE GONTRAGTORS RESPONSIBILITI'TO READ ALL NOTES, 2, ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING,OR TESTING BY AN APPROVED SPECIFICATIONS,AND BE FAMILIARLMD WITH THE PLAN5 PRIOR TO WORK W MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. - a GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE BFE BASE FLOOD ELEVATION INT. INTERIOR Q 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL _ _ _ 6�NERAL PROVIDE SILL 5EAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD BLDG. BUILDING �K KIPS (1000 LBS) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT,AS 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT.,U.O.N. W APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). BM BEAM MANU. SPE .1 MANUFACTURER'S SPECIFICATIONS w 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS -J cu 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, OWED LAMINATED TIMBER, OTHERWISE NOTED B.O. BOTTOM OF MAX. l MAXIMUM M ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, Q .~ STRUGTUR.E/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. BOT. rBOTTOM MECH. � MECHANICAL C 0 FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING __ - -_ _ Q 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, ANG LOCAL GORES RULES SPECIFIED IN LI THROUGH 1.8. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL 1 MIN. MINIMUM --� AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, UNTIL I�TIER OF FRAMING IS IN PLACE. _ _ _ � Q U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, G.J. CEILING JOIST - CO 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY ?. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1x88 1 0 Z O INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED OF THE OWNER/BUILDER -1. ALL BEAMS,61RDER5,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE CRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY COL. ��GOLUMN 1 NYC Bo NEW YORK CITY BUILDING GODS - 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED a WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE - -- _ ca -Y � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SOLID WITH CONCRETE. 0 .-- 8. MIN. HEADER TO BE (2) 2 xl0 UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE CONT. CONTINUOUS � O.G. �ON CENTER � � � N SHALL BE CLARIFIED WITH THE ARGHITEGT/ENOINEER BEFORE PROOEEDIN6 ORADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR --- -- - - � g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. 4-J WITH THE WORK. g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. DOUBLE I�GG. OCCUPANCY 0 O rI P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. - - J Q {-' � 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH AT 28 +� 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION N cc UNLESS APPROVED BY THE ARGHITEOVEN6INEE:R. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DAYS OF 4p00 P.5.1.,U.O.N. ___ _ ON PAGE 6-003. GENERALLY,SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I g0.1 STRUCTURAL GLUED LAMINATED DIM. DIMENSION P. GONG. �POURED CONCRETE Q o 2 O T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. II. GONG. 5LAB5 L REST O MIN. RI 6 FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER FF - - BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN D.J. DECK JOISTS PL. PLATE APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVI510N5 OF ASTM D5055 EA. EACH � PLYWD. PLYWOOD 11. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - q. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS ELEV. ELEVATION P.T. ��RESSURE TREATED DOCUMENT,THE GOVERNING BUILDING CODE AND ANY ADDITIONAL (1) WALL TIE PER(3) 50.FT. __ I 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFAGTURER'5 CODE QUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES, CERT. OF OGGUPANGY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. M FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, __ _ _ MAX. 32'-O' O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING Rl RISER _-� 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANT14ONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES _ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR �RM. ROOM PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF FROM FOOTING TO 2" ABOVE FINISH GRADE. , ` 14. PROVIDE 'X' CROS5 BRACING AT JOISTS,5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THI5 DOGUMEN,THE F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER v -- 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES __ _ RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. OF 40°F AND FALLING,UNLESS APPROVED BY ARGHITEGT/ENOINEER. NO FAR FLOOR AREA RATIO BTL. II STEEL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PACE CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. G-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED F.A.V. FRESH AIR VENT 1 S.V. SMART VENT 4--j W WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE IT. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS ARCHITECT/ENGINEER. TIMES. AT THE COMPLETION OF WORk:, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF FINISHED FLOOR TBD TO BE DETERMINED 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND -- RUBBISH,WASTE MATERIALS,TOOLS,ETC., GLEAN 6LA55 AND LEAVE WORK CONNECTED WOOD TRU55 GONSTRUGTION, THE TRUSS DESIGN DRAWINGS, FF ELEV. FIRST FLOOR ELEVATION TEMP G� TEMPERED GLASS BROOM GLEAN. 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA&E5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. WHERE EVER APPLICABLE. r l 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. 6YP5UM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL Ig. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE F.J. FLOOR JOISTS TRK. THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODESGENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM MIN. 10" DEEP PROJEGTIN6 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 05-7SPECIFICATIONFOR 6YP5UM LATH, OR ASTM GTg PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK SPECIFICATION FOR GYPSUM SHEATHING BOARD. CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT GONSTRUGTION ELEVATI� Tr TREAD Q 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF Ig. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAi'PING _ - THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 6-003. I.T. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. ��RAME TVP. TYPICAL COMPLETION OF PROJECT. MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" 1 an n l 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. DEEP d 3'-O" $FLOW GRADE. VJ 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCHITEOVENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: cl AGAINST ALL CLAIMS, DAMA&E5, LOSSES AND EXPENSES, INCLUDING PLUMBING FTG. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD -- _ _ ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN,WASTE, AND VENT (DW) THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELDim 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO MANUFACTURER SUCH A5: HANGERS, NAILS,50REW5,FLA5HIN5, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND �� INJURY TO OR DESTRUCTION OF TANC515LE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH A5: LEDOER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. H.D. HOLD DOWN ��/ -� WITH ITSELF INGLUDINO THE L055 OR USE 'RESULTING THEREFROM). (B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR HDR HEADER WD. WOOD --- < 1 WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION CONTRACTOR, ANY SUBCONTRACTOR:,ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENE=ER LUMBER) DE=NOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. AND AT BASE OF VERTICAL WASTE PIPES. HNGR HANGER ZR -1ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY A. TRUSS JOIST McMILLIANI I.cIE MIGROLAM ____ _ __ BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. GEORGIA PACIFIC 2.OE 6-P LAM 1.82. ORIENTED-STRAND BOARD (055), KAFERBOARD ORIENTED-STRAND 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER HCR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN 5TR ICTURAL ION5 SHALL MEET FOOT. l A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING,NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - DISH WASHER.........................................2" OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. - KITCHEN 51NK........................................2" INSULATION FENESTRATION R �CI� I RM I `L�� T.0 BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, FRAMIN& MATERIAL STANDARDS SECTION, THE GOVERNIN6 BUILDING CODE, - LAVATORY...............................................2' APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE PRAW1NC75 AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL - SHOWER/TUB..........................................2" _ AND SPECIFICATIONS WILL NOT BE FF-RM17TED WITHOUT WRITTEN CODE E=VALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY - TOILET........................................................3" AUTHORIZATION OF THE AR.CHITEGT/E:NOINEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE - LAUNDRY .................................................2° PROPOSED DESIGN CODE PRESGRIPTI\lE VALUETHE CONTRACTOR SHALL BE RESf'ON5ISLE FOR ANY SHOP DRAWINGS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL E=VALUATION REPORT. - FLOOR DRAIN..........................................3" COMPONENT COMPLIES let. THE BE CUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 NYSECCC) I NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AN4.1 CELLUL0510 THROUGH ROOF. ___ _ EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FORMAX. U-VALUE = 0.32 20. CONTRACTOR TO REMOVE 8 RELOCATE AS R.EQUIR.ED ALL EX15TINO WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 7. PROVIDE FROST-PROOF HOSE $1$5 WITH EASILY ACCESSIBLE DRAIN d U-VALUE = 0.25 WHIGH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. DRAIN GOOKS AS REO'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YES HOLE SHALL NOT BE CLOSER THAN 2 INCHES To THE TOP OR BOTTOM EDGES. AIR LEAKAGE = 0.30 GFM/SF PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN PROTECTION. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. -- - - - -- - - SPECIFIGATIONS, UNLESS NOTED OTHE=RWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED MIN. R-VALUE = 4q THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING GODS,AND ANY ADDITIONAL WITH BACK FLOW PROTECTION. CEILING R-VALUE R-401 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 22. PROVIDE FIR.EBLOGKIN6 A5 PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS A5 SET FORTH IN APPLICABLE CODE EVALUATION - OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. g. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL - ---- 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CR055-5ECTION. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. MIN. R-VALUE = 4g CEILING R-VALUE R-4q SPRAY FOAM INSULATION YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARGHI.7=GTURAL WORKS PER TABLE 8402.1.2 - CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. CO FASTENERS AND STANDACONNECTRDS SPERS: ALL FASTENERS AND CONNECTORS SHALL 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS 5f'EGIFIED IN M 2.2.1 THROUGH M 2.2.'1. - CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, TO CONGEALMENT OF FLUMBINO. EXTERIOR (2"xb") WOOD R-14 (211)SPRAY FOAM INSULATION MIN.R-VALUE = 20 (CAVITY) GORES AND REFERENCE STANDARD:_ NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASML B 182.1 SQUARE AND FRAME WALL R-VALUE R-13 BATT INSULATION (TOTAL R-221) PER TABLE 8402.1.2 - CLIMATE ZONE 45 SPECIFIES THE REOV NAILING FOR THE SHEATHING(ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 11. NOTCHING AND BORING OF STUDS, JOISTS,RAFTERS AS PER BUILDING GODS. I. ALL NEW WORK PERFORMED SHALL_ CONFORM TO THE 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED _ _ U STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 SCHEDULE) HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 222LAO SCREWSLAG SCREWS OR LAC? BOLTS SHALL COMPLY WITH ANSI/ NOR ANY POTENTIAL DAMAGE THEREOF. R-30 BATT INSULATION MIN R-VALUE = Iq w NEW YORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEW YORK . . . : FLOOR R-VALUE R-21 (3") SPRAY FOAM INSULATION SHEAR5Y5TEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEC.'s). A5ME 5152.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). PER TABLE R402.1.2 - CLIMATE ZONE 4 YES E STATE ENERGY CONSERVATION CONSTRUCTION GORE. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. - - - ® RIM JOIST 2. REFERENCE STANDARD USED FOR. ALL WOOD FRAMING, CONNECTIONS OF 2.2.3. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES ELECTRICAL: - - 0 26. COLUMN BEARING AS FOLLOW5: SHALL MEET THE REQUIREMENT5 OF ANSI/TPI I NATIONAL DESIGN I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM COMPLIANCE STATEMENT: WOOD FRAMING, AND TO FOUNDATION - 2018 WOOD FRAME WOOD POSTING TO BE BLOCKED SOLID TO FOUND.WALL wR/END GRAIN, STANDARD FOMETAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, TO 201.7 NATIONAL ELECTRIC CODE,NFPA TO AND 2020 NEW YORK STATE TO THE BEST OF MY KNOWLEDOE, BELIEF, AND PROFE55IONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN CONSTRUCTION MANUALL BBY Y THE AMERICAN FOREST d PAPER ASSOCIATION TREATED WOOD d FLASFfING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ENERGY CONSERVATION CONSTRUCTION CODE. GOMPLIANGE WITH THE 2020 NYS ENERGY CONSERVATION GONSTRUGTION GODS USING GRAFTER 4 [RE]. � (AFdPA) AMERICAN WOOD COUNCIL ('AWG). WALL w/STEEL SHIMS E A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/ (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON PLUMBING CODE. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 SIZE AND COMPI ETION OF WORK. w POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, F- GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 3. SMOKE DETECTORS, IN YONFORMA DE WITH NFPA 72: Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2010 NEW YORK STATE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). - GENERALLY,VERIFY OR PROVIDE HARD WIRED I � MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY SMOKE DETECTORS w/BATTERY BACK-UP IN: TABLE R3O I.1 IN A SHEAR.WAI.L, ALL AN0HOR5 MAKING AN ATTACHMENT ARE TO BE H/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CLIMATIC 4 OEOORAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201.1 NATIONAL ELECTRIC STANDARD SHEARWALL HARDWARE (H/NOTED VALUES) a ANCHOR BOLTS, CODE EVALUATION REPORTS. A. EACH 5LEEPING ROOM ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD CON5TR,CTION CODE. H/6" RISE d w/(2) 5/4"(1) BOLTS THROUGH CENTER LINE OF VERTICAL LE65B. OUTSIDE OF EACH SEPARATE SLEEPING &ROUND SNOW LOAD 25 LB5 SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. AREA IN THE IMMEDIATE VICINITY OF ALLOWABLE NORTH FOR K 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE BEDROOMS (GENERALLY THE HALLWAY) STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: ASPHALT ROOFING SHINGLES DEFLECTION ESTATES - LOT 3 I. ALL SLOPED ROOFING 5HINCLE5 SHALL BE GAF-GLASS-A ASPHALT ROOFING SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 5HINGLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE G. EVERY LEVEL OF DWELLING RAFTERS HAVING SLOPES GREATER THEN 3/12 CONSTRUCTION;55TD 10-qg AND 2018 5BG HIGH WIND EDITION WOOD FRAME MANUFACTURER'S CODE EVALUATION REPORTS. (BASMENT,FIRST FLOOR, 3 SECOND FLOOR, ETC) EXPOSURE CATEGORY B CONSTRUCTION L/180 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLE55 OTHERWISE 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2.2.'7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASML B 18.6.1 W/NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMIIN6 SHALL BE PROVIDED. NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE WOODSGREWS (INCH SERIES) MECHANICAL.FUEL OAS: . AND WATER BARRIER FROM EDGE OF EAVE TO 24' INSIDE EXTERIOR WALL INTERIOR WALLS 4 PARTITIONS H/180 WEATHERING SEVERE 2. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENIN& DEVICES NOT LINE. a 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 6LA55 WINDOWS AND DOORS I. MECHANICAL AND FUEL 6A5 SY5TEM5 SHALL COMPLY w/THE GRIFFING STREET INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF FBG SHALL NYS MECHANICAL CODE AND FUEL 6A5 CODE BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE FLASHING NECE55ARY FOR WATER TIGHT AND WEATHERPROOF I. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. FLOORS PLASTERED GEILIN65 L/360 FROST LINE DEPTH 3'-0" CUTCHOGUE, NY 11935 CONSTRUCTION. 3. METAL PLATES,CONNECTORS, SCREWS,BOLTS AND NAILS EXPOSED 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ALL OTHER STRUCTURAL MEMBERS L/240 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS CLEARANCES ARE PROVIDED. TERMITE MODERATE TO HEAVY AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SPECIFICATIONS. DRAWING TITLE: 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS,AND ANY GLASS UNIT INSTALLED EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 LGE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 5. NAILING OF ROOFING SHALL BE TO CODE. WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, GENERAL NOTES SHEATHINO AND 51DINO, FRAMING ANCHORS OR CONNECTORS SHALL BE UNLESS OTHERWISE NOTED. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 6. CORROSION RESISTANT II 6A6E ROOFING NAILS AND 16 GA&E 5TAPI E-5 ARE 4 ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ENERGY TABLE AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. PERMITTED MANUFACTURER'S SPECIFICATIONS. EXTERIOR WALLS - WIND LOA05 W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING -1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 2:12 PITCHES TO 4:12 PITCHES 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF ENERGY CONSERVATION CONSTRUCTION GORE. RAFTERS. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 6. UPLIFT CONNECTORS SHAH BE PROVIDED AT EACH RAFTER BEARING. INSULATION ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" TU " OF AN EXTERIOR SURFACE. STRUCTURAL DES I CSN LOADS PAGE: L 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED T. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL G-002m00 T. FLOOR TO FLOOR HOLD-DOWNS 'f0 BE PROVIDED EVERY 48 AND EVERY FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. USE LIVE LOAD DEAD LOAD __ 16" WITHIN 4' OF EXTERIOR CORNERS. FOIL TO BE PLACED TOWARD WARM SIDE. 8. SILL PLATE TO FOUNDATION ANOHORAOE;SILL PLATE SHALL BE ANCHORED S ALL 6LA01 IS TO BE FREE OF MANUFACSCRATCHTURER AND IMPERFECTIONS. 6LA55 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER WALLS FROM 6" BELOW ORADE TO 24" BELOW GRADE IF DESIRED BY OF I" AND 3"x3"x�" WASHERS. A 1-91NIMUM OF ONE ANCHOR BOLT SHALL BE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE g. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR FOUNDATION WATERPR.00FIN6. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE DATE: 07/13/22 2 OF 17 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T" IN CONCRETE/MASONRY CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 3. GENERALLY,UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: THE CHARACTER15TICS OF THE ANDERSEN WINDOW SPECIFIED. THE PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCE:EDINO 4' ON CENTER. - g" R-30 FOR FLAT GEILIN65 CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, GYPSUM WALL BOARD - 8.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS ATTICS WITHOUT 5TOR,A&E (MAX CLEAR HGT < 42") 10 psf 15 psf I. 6YP5UM WALL BOARD 5Y5TEMS SHALL BE OF A TAPE JOINT AND JOINT - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION REQUIREMENTS. COMPOUND METHOD. - 5.25" R-21 FOR 2"xb" WALL CON5TRUCTION ATTICS WITH STORAGE (MAX CLEAR HOT> 42") 20 psf 15 psf- 525" R-21 FOR FLOORS 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE P P 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING,UNLESS TEMPERED GLASS. 1- �F OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE SITE WORK ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf � CD q ; DEEMED APPLICABLE. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. �� RC i I. STAKEOUT I5 TO BE PERFORMED BY A LICENSED SURVEYOR GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE �� r�• A -/ SLEEPING ROOMS 30 psf 15 psf MISSILE TEST OF ASTM Elggb AND ASTM EI886 AS MODIFIED BY 2020 NYS $G P P C`1 O i 5. 515", ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS 2, VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, 1 L(f Cv If �A r SECTION 3012.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET 2 C� (WHERE APPLICABLE) AT HEAT PFZODUGIN6 EQUIPMENT TO EXTEND THREE FEET RECEIVE CLARIFICATION FROM AROHITECT/ENGINEER PRIOR TO PROCEEDING. �7, � V � A THE REQUIREMENT5 OF AN APPROVED IMPACT-RESISTANT 5TANDARD OR STAIRS 40 psf 15 psf 4s'-;._� ,. IN EACH DIRECTION BEYOND THE UNIT'(5). AL50 AT HEAT PRODUCING ANSI/DASMA 115. p p �°°_'"'� �.11 Q '� + EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. "-, I tr CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING GUARDRAILS AND HANDRAILS 200 psf 15 psf I' * � s SITE. STOCKPILE ALL EXCAVATED MATERIALS. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH p P ,_,II. } A THICKNESS OF NOT LESS THAN " AND A SPAN OF NOT MORE THAN 8' SHALL �� >`n-� ✓ `� $ 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE I� ,A ,�: TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 4. NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND I2 psf FOR ATTIC -7 � ' . 0 f j � TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ROOTS, ROCKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25 psf 15 psf FOR CATH. F -_ F 4 FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS F Fj�ti 0 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND PER THE ANGHORA6E METHOD SELECTED IN ACCORDANCE WITH TABLE ALL OPENINGS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT "ALL STRUGTUR:AL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. ON THE BUILDING. A50E -1-16 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) HOLDONN DETAILS TYF I GAL NA I L I NO/STRAFF I NO REOU I RE1�fENTS FOR ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I FT/ SHEAR/ $ LATERAL. Y `4I I VD RESISTANCE NOTE: THI5 50HEDULE DOES NOT ING!DE NAILINNO FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q ALL STRAPPING TO BE ly4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - 0520 (COILEDAND ROUGH OPENING FRAMING REQUIREMENTS) a STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu *USE 106 NAILS IF STRAPPINO IS O\/ER PLYWOOD; TYR FOR ALL (50HEDULE A5 PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.0 J cu EFASTENER 5PEG. FASTENER HOLDOWN A HOLDOWN B I DESCRIPTION Q � CONNECTION A I NA I L I NO ORI AND QUANTITY SPACING -E N FOP, FOUNDATIONSTROOF $ GE I L I NO FRAM I NO c O _� 1.DIM's ARE \N ALLE COMMON NAIL w/o PREBORHOLES.UE OF ONLY A I6d (9 ENDWAI-L ��"L � 2" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER � � z O (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RI DOE 2.WOOD 15 ASSUMED TO BE Or,02 d BTR. IN DRY ISE HEIGHT STUD HEIGHT STUD ONNEGTED TO R.R. 2" iv SERVICE CL "(>3 -Y 4 CORNER STUD TRANSFER SHEAR CONNECTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER J015T � (� /CONNECTED TO ° 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL c : N TRANSFER SHEAR FOR STRAP - N (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL O +� "SIMPSON" HDQS 3 B d COMMON • • ' HOLES,SET NEW MEMBER CEILING JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE 6-003 EACH LAP O CO HOEDOWN ANCHOR ® 2-Ibd COMMON • • • • '-� .F_ O +� .- 2-Ibd COMMON LOCATIONS NOTED NAILS ® 6" O.G. d NAILS ® EA. END OF STRAP. • • . • • 4.No MIxIN6 of NAIL SIZES OR TYPES ALLOWED '-' N 4-J Lr) NAILS® b" O.G. d ON PLANS 10" O.G. IF BLOCKED / • • CEILING JOIST LAPS OVER PARTITIONS(PAGE-NAIL) 9-16d COMMON EACH LAP O O" O.G. IF BLOCKED ° • � 5.SEE SECTION 6 FOR ANY REQT TO CLINCH CORNER POST FOR ROOF SLOPES UNDER 5.12 WITH � THE NAILS(ro Q .- � O CORNER POS T G.J G TIES TIGHTLY BOND THE END OF THE NAIL TO 90° ANGLE,SEE ROOF SPANS OF 24 OR GREATER COLLAR TIE TO RAFTER PAGE-NAIL SEE PAGE 6-003 PER TI ' GRAPHIC BELONU ( ) E "SIMPSON" HDO5 USE 4 8 d COMMON NAILS ® N EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY HOEDOWN ANCHOR® SECTION 12.4-PLACEMENT OF NAILS E SPIKES E TABLE COMMON TO RAFTER(TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED -� a a SLOPES OF 5:12 AND GREATER. CR 4-I. n , ON PLANS a RIM BOARD TO RAFTER (END-NAIL) 2-I6d EACH END `jJ I CONNECTION BI 152 AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO HOEDOWN INSTALLATION OPTIONS: CONNECTION: 1� FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 8 d COMMON NAILS ® E32 TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON I PER FOOT 4— HOLDOWN CAST IN PLACE w/-1/5"O THREADED ROD "• • EA. END OF STRAP: . • U WHEN IN TOWN OF I5LIF OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • s� GEOMETRY EXCEEDS THAT PERMITTED IN • 7/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO f • MAX. NAILING GRID ABOVE UTILIZE • STUD TO 57UD (FACE-NAIL) 2-I6d COMMON 24" O.G. M CONCRETE w/ 'SIMPSON" SET(HIGH STRENGTH EPDXY -� �I l 1 1 ADHESIVE), d FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT ' SIMPSON # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHE51VE) HEADER TO HEADER (PAGE-NAIL) Ibd COMMON I6"3 8 d COMMON NAILS O.G. ALONG EDGE5 • • FOR FOR TOENAILING -EXIST. /NEW G.M.U. !GONG. BLOCK) • FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD CONNECTION FOR G.J. TO R.R. - q 16 d COMMON NAILS 1 H/7/5"0 THREADED ROD REQUIREMENTS FORy__ ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, v RAISED C'J•'s(WHEN AT G.J. TO G.J. GONNEGTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-16d COMMON f� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW HOLI7OWN 'G' HOLDOWN 'D' _ -16_d COMMON NAILS FOR G.J. TO G.J. - 16 d COMMON NAILS FLOOR FRAMING OR NEW 6 EXIST. -- -- - FOUNDATIONS FOR NEWLY POURED CONNECTION GI 02 • J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST (� FOUNDATION ® ONE STORY ONLY '1` ; On W (3) 2x FULL ENDWALL HEIGHT 5 NDS CORNER STUD BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH ENDcl NNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHE AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS • BLOCKING TO SILL or HOLDOWN ANCHOR® 2-I6d COMMON H3EIGHT STUD G2 { TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NO NAILS® b" O.G. >! I ° TDP PLATE (TOE-NAIL) ON PLANS KED CORNER IPOS� G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER Joisr FOR EA. PLATE TO STUD ABOVE d OR 2-I6d G N BELOW - 2 16 d COMMON NAILS BAND J015T TO J015T (END-NAIL) 3-I6d COMMON PER JOUST NAILS ® W O. Lj BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT ROOF SHEATH I NO e d STRUCTURAL PANELS: INTERIOR ZONE 5d COMMON b" EDGE / 12" FIELD a "SIMPSON" 5 14RJ CONNECTION DI D2 soUD PERIMETER EDGE ZONE s 8d COMMON 6" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS: BLocKiN6 0 FA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s �.r UP TO 9" RAKE OVERHANG �...- _ GE I L I NO SHE,4TH I NO HOLDOWN CAST IN PLACE O THREADED ROD AT STUD TO FLOOR ASSEMBLY TO SILL FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s w/7/5" • -i/8"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: 172 CONCRETE w/ "51MP50N" SET(HIGH STRENGTH EPDXY I/2" MIN. GYPSUM WALLBOARD Sd COOLERS 7" EDGE / 10" FIELD I Tft GORN ° FOR STRAP FROM - 3 8 d�GOMMON NAILS ® EA. I ----- ADHESIVE), dFOR TEMP.'S o°F-40°F USE "s1MP50N° AT END OF STRAP (WRAP STRAP UNDER SILL PL-) (HIGH STRENGTH ACRYLIC ADHE5IVE) ONE #4 IRE SPECIFIED OR D ° • WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOCK TYP. FOUND. NOTE • FOR EA. PLATE TO STUD ABOVE d OR BELOW - E _ FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOEDOWN ° STRUCTURAL PANELS 5d COMMON 6" EDGE ,/ 12" FIELD w/7/5"� THREADED ROD _2 _16_ d COMMON NAILS ° � a ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE B 10" FIELD FLOOR CONNECTION W/ # LPT4 SIMPSON (OR STRAP w/('s) Z NAIL I NO/STRAP I NO @ W I NDON/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES �NAILS TRAEA. T�"° g EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE SIMPSON H2.5A) U NOTATION: A -NUMBER OF 5d NAILS ® EA.END OF STRAPPING (2015 W7FGM,TABLE 3. ,P. 159) STRUCTURAL PANELS: CONNECTION E i" or LESS: �� B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.2315,P. 211) 8d COMMON b EDGE J 12 FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3230,P. 292; . GREATER THAN I": IOd COMMON 6" EDGE J 12" FIELD _ ALTERNATE AS PER TABLE 3.23D,P. 293) D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6NAILED b" O.G. AT THE PANEL EDGE. A -D (2015 Pr-GM,TABLE 3.9,P. 159) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHING NAILING 15 REDUCED. a E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 3.22F,P.258) r ° ,, FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAINI HIGHER F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE e PLATE(5) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR C (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.5,P. 191) a° a ° °Q a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. B a a e a ° ° a °a 2 - WHEN WALL 5HEATHIN0 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: FOR STRAP - 3 8 d COMMON NAILS ® EA. s NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL) - FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4" ON EACH FASTENING 5GHEDULE B a ° SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE N 0 RTH FOR K F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. ESTATES - LOT 3 (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) `--. _2_ _16_ d COMMON NAILS A NOTATION ROUGH '°` B G D E F G - - OPNG GRIPPING STREET CUTCHOGUE, NY 11935 4'-0" 4 1 2 2 2 2 SFL I C I NO OF TOF FL ATE GABLE ENDWALL PROVIDE (2) 2"x10" HDR (MIND U.O.N. 6'-0° 5 1 5 5 5 5 BRAGINO/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 s 5'-0" 7 2 5 4 4 4 SPLICE —} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK O BLOGKIL 6 0 1�2"VODGE STRAPPING & NAILING DETAILS LENGTH I FOR WIND - EXPOSURES 5$0 - FOR WIND - EXPOSURES 540 - 4'-0° O.C. To AGHEIVE RAKE O.H. ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE''` BUILDING MINIMUM 5PLIGE'",4 DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT.) TYP.STRAP w/(3) PAGE: 5d NAILS EA.END 12'-0" 2'-O"/2'-6" 12'-O" 3'-O" OF EA.STRAP ATTIC G-003m00 ANG HO R f5O L=T S FE G I F I G A T I O NS I6'-O" 3'-O"/3'-9" 16'-O" 4'-O" 20'-0" 4'-O"/5'-O" 20'-0" SPECIFICATION (2015 WFGM TABLES 3.2A d 3.25, P. 157-160) BLOCKING 2 BAYS CORNER 24'-O" 4'-0"/5'-O" 24'-O" b'-0" BACK® 4'-0" O.C. 39" DATE: 07/13/22 3 OF 17 CONDITION FOR ALL STRUCTURES: .. %"(P ANCHOR BOLTS ® 311" O.G. 28'-O" 5'-O"/6'-3" 28'-0" 7'-O" J SECOND FLOOR r NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE ! D Apo, I. MIN. 7 EMBEDMENT INTO CONCRETE BLOCKING 2 B CONNECTION U51NO 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE „ LENOTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O° 8'-O"/10'-O" 40'-0" II'-O" CG\ An p Tl� l PROVIDE AN EQUIVALENT NUMBER OF NAILS AY5 �� r\� O �� w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK O 4'-0" O.C. END .TABULATED SPLICE LENGTHS A55UME A BUILDING LOCATED 50'-O" 50'-O" 13'-O" CONDITION 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 2IN EXPOSURE B TYP.STRAP w/(3) -'. TOP TWO COURSES SOLID 8d NAILS EA.END Q O +. 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-0" 12'-0"/15'-O" 60'-O" Ib'-0" OF EA.STRAP 3'LE� 'I HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS e.�Hp�LL BE,�AJLTIPLIED BY H/8; `` "�'• ._. OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI6HTS MULTIPLY THE ABOVE 70'-0' 14-0" 70-0.. 19-O' `` "- PLAN DIAGRAM OF ZONESd� , n n (�101N.NALLY,ICROUND UP TO THE NEARESTLENOTH BY THE FOOTNO ), 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 8 12 11 ' ' ' „ T 00 Y - t FROM ENDS AND CORNERS (TWO 0 CORNERS) W WALL- 1.125 &01_01116-O 501-0.. 22-O £(J (SEE DIAGRAM TO LEFT) lo'WALL- 125 BLOCKING 2 BAYS II'WALL-1MN w/MULTIPLIER BACK m W-O" O.G. 4. COORDINATE w/ HOEDOWN LOCATIONS 12, 2 WALL- 15 Is THI5 COLUMN 101-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-Uig C I RIDERS, 5 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A F I REBLOGK I NC FOR FLATFORM WOOD FRAM I NC WORKING KNOWLEDOE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQu1REMENrs: (FOR ENGINEERED LUMBER [ie. WOOD I-JNF OISTS] SEE MANU. SPEG.'s FOR ADDITIONAL IO.) A,ND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETHEEN 1/6 a CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q DESCRIPTION TOGETHER SIDE EY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE 5UPPORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES O MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-5TOPPING. W NON-LOAD BEARING WALL OFFSET FROM SUPPORT JA (2)ROWS IOd NAILS• 12"D.C. P THE SPAN LENGTI- FROM AN INTERMEDIATE Lu c>3 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST cc 5�1JD SUPPORT. NO THC ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. NDS (5)ROWS IOd NAILS o 12"D.C. p. THAN ONE THIRD THE TOTAL NUMBER ARE TO BE Q +� SUBFLOOR e - -- -'- __-- - ._ (2)ROW5 1/2"40 BOLTS o 12"O.G.STAGGERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE CV SUBFLOOR G DBL,a ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPING. c Ln - --_ --- BUILT UP GIRDER P MAX.32" NAILING: Q - m SOLE PLA 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE D (2)ROWS I/2"Q BOLTS o Ib'O.G. _ r-. J TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE � � O SIDE WITH IOd NAILS, TWO NEAR EACH END OF SOLE PLATE JOIST SERVES AS FIRESTOPPIN6. (2)ROWS 1/2"0 BOLTS O 24"O.G. --� BETWEEN 1/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING Q O Z O F (2)ROWS 5-5/6'TRUSSLOGK SGREW5 m 12.OZ a 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. •� U SCREWED ON(1)SIDE of MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH j G (2)ROWS 5-5/6"TRIJSSLOGK 50REW5 o Ib'D.G. P 51DE w/ IOd NAIL5, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O CV SGREI Fw ON(1)SIDE of MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O {'' (1 H (2)ROWS 5-5/6'TRU55LOGK SCREWS 0-2-4"D.G. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE A5 FIRE5TOPPIN6. -N SCREWED ON(1)SIDE OF MEMBER a--1 Ln MAXIMUM OFFSET M JOIST - (� 5"TRUSSLOGK SCREWS• 12"O.G. THREE-PIECE 'T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N cu J BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER PNAIL5 ON EA. SID= w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. Q '- MATCHED SIZE OF BLOCKING (2)ROWS V TRUSSLOGK SCREWS o Ib'o.c. 4 UNDER NON-LORD $FARING FIRESTOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 PARTITIONS 0 52" O.G. BLOCKING STUDTHERS STAGGERED w/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. DOUBLE PLATE L (sc oNDiBOTH s a D�FRo�24•O.C.ocB I/E 4 of Ab THAN 32" BETWEEN( NAILS IN A HORIZONTAL LINE. • 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BE ADDED $ETHEEN STUDS IN PARTITION ADJACENT TO p FOUR-PIECE GIDEZ5 ARE TO BE ASSEMLED AS O STRINGER TO SERVE AS FIRESTOPPIN6. CD CEILING BRACING 6 GANTI LEVEi<:ED FLOOR I.BEAMS E HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED L GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6'OR SMALLER FOR THE THREE-FIEGE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a CONNECTION PATTERN 'B'WHEN lo"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-FIEGE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2'FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P % HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 1 , GIRDERS ARE TO BE SECURELY ANCHORED TO I FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF T 5U5FLOOR /SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR LATERAL BRACE o b'O.G. T�55 BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING :�4BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U J015T , 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED n , G.J. AHAY BY AIR SHRINKAGE CRACKS OF THE INTERIOR ISH. PLASTENTS MOVINO UPAARD AND OUT RRGEIL N6 ON W N A I L I N C �A T TE RN S FOR SIDE LOADED BEAMS (I c . FLUSH BEAMS) NORMAL PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES,WILL SERVE J m I D)Sd -LOCATIONS REQUIRUNG FIRE5TOPPIN6- AS FIRESTOPPING. 'T W NAILS • FIRE- FIRE- WOOD FIRESTOPPIN6 FIRE5TOPPIN5 STOPPIN6 STOPPING FIRE- FIRE- SOLEFASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS JOIST *5d COOLER NAILS o 10"O.C• NAI LED' BOLTED' V V I j j V LOCKING 2"x4'BLOCK NAILED TO EA.BRACE VERTICAL 2 ROWS II 5 ROWS Ibd 2 ROWS IY 2 RONKi X2' 2 Ra�15 J5' W/(4) IDB NAILS COMMON COMMON �- •24' BOLTS BOLTS e 12.O.G." a 12'OZ. OG.STAGGERED" a 12'O.G. e 6'O.C. COVERING 15 APPLIED 20 a.STRAP FIRESTOPPIN6 WHEN STS GYPSUM BOA 9 - - TWO ROWS 12"D.G. THREE ROW5 12"O.G. To IMDCR51�TS plil < r/� DOUBLE PLATE «5d COOLER NAILS o IO"O.C. (10)5d NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 5 LOCATION 4 AMIL NOTE ENDWALL S AS NOTED IN NOTES 7 d 8 ° ° ° ° s NONcoMBusnBLE ALTERNATE W JOIST SHALL BE LOCATED DIRECTLY « LOCATION DENOTES ALT.FOR USE OF DRYWALL SCREWS �� F1RE5TOPPIN6 of GIRDER Q VER STUDS,UNLESS TOP 'PLATE 15 4'o EDGE/12'o FIELD FULLY BLOCKED I TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES WOOD FIRESTOPPIN6 DEVONED TO CARRY THE LOAD SCREWS#b- 04 TYPE w OR 5 FIRESTOPPING LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS ng BOLT AND SHOULD BE LOCATED 2" TYJO ROWS 24'O.G.STAGGERED TWO ROWS b'O.G. FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THIRDIASH THE P&L I' INTERIOR STUD DETAIL TM'CKNE55 OF THE MEMBER USE WA5HER5 UNDER HEAD AND NUT. O O O O O O O O OVERLAID ROOF 5.STA56ER EACH ROW OF FASTENERS BY 12'. r C O <) C O © 2'SPACE NOT .i„�� TO BE FILLED NONCOMBUSTIBLE FIRESTOPPING ATTACHMENT @ VALLEY 4.FOR A THREE -PIECE MEMBER TIE SPECIFIED NAILING 15 FROM EACH SIDE. FIRPSTOPPIN6 p'i © APPROX.I INCH THICK S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO 1\\\ BOT14 SIDE OF THE MEMBER 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED \ �: FOR 4.O.G.NAIL SPACING. LOCATION 1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: \ STRAPPING w/ -1.2 ROWS OF IICOMMON NAILS 02'OZ)FOR DEPTHS 12'OR LESS 8 FIRESTOPPIN6 LOCATION q \ o EA.END o R.R. E.S ROMLS OF II COMMON NAILS 02'O.C)FOR DEPTHS OF 141,16'4 16'. LOCATION 10 FULL WIDTH 2"x BLOGKIN ZO - 0) CONSTRUCTION DETAILS WIND LOAD FATH CONNECTION DETAILS TOP PLATE DRILL 2"m INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING INSTL. NOT TO SCALE Xl5T.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS `�• loci / NTINUOL'5 LOWER TOE NAI NOTED CONT.BLOCKING TOP PLATE SPIKED TO P-PUs \ ALIGN NEW d EX. R.R.AS SHOWN G STUDS— PLAN T DS PLAN VIEW NOTE: SIMILAR o 'SHED' WOOD JO I S —0 WOOD JO I S ROOF,R.R. IN LINE CRIPPLE STUDIV _ BLOCKING -0 JOIST HANGER HEADER GENERAL RECU I REMENT5 FOR GENERAL REQUIREMENTS FOR -- W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER -� o WOOD GIRDERJJACK STUDS WOOD O I ST _ -0 IN MEMBER w D �• M W II —� JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION 47 --,,IAM.X s APPRTOEOX. LS 50* H/THE MAIN DRIVENL BE PROJECT: MEMBER d STARTED APPROX. I. NAILS SHALL BE DRIVEN P1=RPENDICULAR TO A 5 THE ONN� E NAIL FROM THE MEMBER END, VE THE MEMBER,STRAIGHT THR00014 AND BENT OVER NORTH FOR K A MIN. OF (5) NAIL DIAM.'s AT A a0" ANGLE 2. THE MIN.PENETRATION OF THE NAIL IN TO THE MAIN ESTATES - LOT 3 MEMBER,FOR THI5 APPLICATION,SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER5. TO AVOID NO,NO MORE THAN 2 TOE —� ILS SHALL BE fNNSTALLED IFN LITTEAI SIDE OF RAFTER OR GErILIN6 JOIST WALL STUD O WALL STUD 0 - -- -- - WHEN FASTENED To A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE f� IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB _ SUB FLOOR GRIFFING STREET DOUBLE JOIST _ DOUBLE JOIST -E� TOP PLATE CUTCHOGUE, NY 11935 GHIM. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD O FRAMING GRAPHICS • BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE:. (SIM. a9 CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 BLK'6 TO RA- SIDES w/5TRAPPING TO R/L SIDES) O PAGE: tu Y TOP PLATE WIND RESISTANT CONST_RUCT I ON CONNECTORS O�� GHIM. CHASE WALL Q U CONNECT(ON LOCATION: PART NUMBER: NOTES: G-004mOO I d) R I DOE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS �z Q Q o ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER Q z Q o DATE: 07/13/22 4 OF z 17 IL tu ROOF o o RAFTER-TO-PLATE H5 or H25 APPLY TO EACH RAFTER READ BLOCKING J Q Q O a PLATE-TO-WALL STUD 0520 @ IV APPLY TO EACH WALL STUD TO ALIGN w/5TRAPPIN6 w F DARC ® EA. ti LTHE EVEL T FL ®z w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 36" APPLY TO EACH WALL STUD SVT ® 0 HEADER-TO-JACK STUD C520 @ 12° APPLY TO EACH JACK STUD FLooR/cLG. y 1`�`?T�r CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD Vii' yea i (r o SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END 0T WRAP UNDER DOUBLE SILL PLATE yl - IST. FLOOR-UNDER-SILL PLATE G520 U,� N� SIDE VIEW LAN VIEW (USE WITH 5" SOUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0ENER,-4\L 5* 'l SOL <E) : 0 _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT u m Q WOOD FRAME (L.O. 5TL. a EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.O. NEW FOUNDATION WALL W 5TL. WHEN APPLICABLE) 5 8'-2y2" 8'-2Y2" 5" J cc IS 13 b' O" NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Iq - - - :Lo - -I P05T FOR 6" WALLS), U.O.N. ONEN 2-HR FIb7 WOOD FRAME(L.G. STDL. - Iq - - -I 19 I J +, (D WHEN APPLICABLE) 1 Ib la 1 0Z O CIS laIb la I c :3 (V FOUNDATION PLAN NOTES Iq - Iq - la 1 o N Lo TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: V �. I d ry c: 0cc D ( 0 (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELDi Q 0 d SILL SEAL PROVIDE 4" L - � L - J L - J GONG. SLAB • ANCHOR BOLTS AS PER PAGE 6-003 • P. GONG. FOUND. WALL AS PER DETAIL UPON FOR A/R D - • P. GONG. FOOTING AS PER DETAIL CONDENSER ' J • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR n • B.O. FOOTING 3'-0" BELOW GRADE MIN. W $N '� • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN I 14 APPLICABLE) 2 1 2 • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS - STOOPS (WHEN APPLICABLE) 77 . - - - - - - - - • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) AF - - - - - - - - - - - - - - - - - - - - - - - - - - I6 4--J 70 I, - HOLDOWN- IN W.H. OO HOLDOWN V' AS PER PAO E- 6-003 ; 1 SLOPE Ham. +' _ I I, ` -� TYP. 5TL. COL.: O SEE NOTED DETAIL AS DEF:PLAN r ( n 6 y 15 IF25T.FL g va MEGH. FURN ROOM VENT qb SQ.F.T > I5EG.FL. . _ O FURN. O24"x24"xl2" DEEP P. GONG. PAD FOOTING ;° , ': .. : ' • ' •• � 4 3 3 4 3 4 ry 1 1"!'_5„ 4'-0" AS PER NOTED DETAIL (TYP) U a'-oY2" � Alb'-2y2" 10 10 -1 � s' I D O5 24"x12" DEEP P. GONG. CONTINUOUS FOOTING 12 z O 21 /r AS PER NOTED DETAIL (TYP) I 1 I I I I ; q \� L -J L _ _ -1 I '. I o a Cn NEW 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. N r77 1 22 I Q 0= rl 1 O REINFORCEMENT AS PER DETAIL - T 1 8 II I • r O 1 W O 1 ' n - 001 I 3'-0" X 5'-O" _ - F O GLIDING BASEMENT WI1�IDOW I I EGRESS WINDOW WELL , FIRE RATED DOOR: t O 3QX68 0.'75 HR. SELF-CLOSING STEEL DR. I 3 4 3 4 3 4 I r I I 1 e-Oy2" _ // �J I DOOR NOTE: O I 10 � � � � l0 3_py2" 3�2" 2 I cJ O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON - - - -- - - - _ - PLANS BY 'JELD-WEN' (OR EQUAL). cV 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON m v 1 1 J L - J - J - PLANS BY THERMATRU' (OR EQUAL). 4 - I 1 3.DOOR TYPE TO SELECT 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS N 1 I 10 I 15 5.INSTALL AS PER MANU SPEC.s 6.PROVIDE (2) 2"xa" HDR.,U.O.N. 1 I I 1 7. 5EE PACE 6-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2 I I I b 1 _ L- - _ _ _ _ _ ool to BEAM POCKET (TYP) BASEMENT- - -- - - - - - _ _ - - -� - I UNFINISHED r • •,>� UNHEATED II TYPICAL MECHANICAL ROOM NOTES: I. FOR WD. FR. FLOOR- PROVIDE 1/2" GONG. BD. BY I I m l I "DUROGK" (OR EQUAL) 4 2. FOR WD. FR. GLC. AND/OR WALL5 - PROVIDE (1) 6A5 METER in LAYER OF 5/5" TYPE "X" GYP. $D. UL U505 (OMIT ON ri]HALLS) ALLS) I 1 I 12 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. SPEG.'s AND AS PER NYS MECH. AND FUEL CAS CODE 3 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NY5 MECH. AND FUEL 6A5 GORE i I :" 1 3 4 3 4 5. COMB. AIR VOLUME AS PER MANU. 5PEG.'s - PROVIDE INTAKE FROM EXTERIORb 3 4 1 6. MAISH I NTA NOR PROVIDE F URNACEE/BOILER ELECTRICAL I _ I I IO EMERGENCY SHUT OFF 5WITGH 'T. FOR 6A5 SERVICE,PROVIDE 6A5 SHUT OFF 5WITGH 1 I r l to 1 Z a. LOCATE MECH. EQUIP. TO ALLOW FOR PROPEZ - I 2 GAR GARAGE CLEARANCES AS PER CODE I = L - -I 1 q. PROVIDE 3" FLOOR DRAIN 4 CONNECT TO EASTIN6 _ ( SLAB ON GRADE ) •ry I I I I I - L - J I O ELEC. PANEL d it SANITARY SYSTEM AS PER NY5 PLUMBING GORE ' V FREEZE PROOF HOSE BIB: METER 1 ( q xa '� r I I - 12 FASTENED w/MASONRY AN..HOR5 (PRECISE 5 -- --- LOCATION T.B.D. IN FIELD - CONSULT wOVERHEAD /OWNER) I DOOR FOR WOOD STAIRS a OFADE: I _ _ _ _ _ _ _ _ r- - _ _ - 13 4' THK. P. GONG. PAD a' WIDE x REQ'D LENGTH UPON ^ /� I I6) I ® 7.5 n Q MAX.. I6'O G.6" ORAVEL x�N (MIN. 3 5TRIN&ERSTRINGERS® I I '• I 11 iv b 1 1 TYPICAL LEDGER BOARD a EXT. DECK: IO I = A-40� I PROJECT: 14 I. (1) 2"x P.T. BO. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/b" 0 x 5" LONG H.D. 6AL. LAG BOLTS ' - I • ' 1 \ I I ° 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (oR NORTH FORK • ' I I I I � 1 •..• I O N I = ESTATES - LOT 3 1 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 8 1 / \ I I / \ I ►' I 10 10 1 BENT OVER TOP EDGE CF LEDGER BD. ry 5. SEE NOTED DETAIL I 1 I � _ - - - - - _ - - - - - - _ - O15 FLOOR DRAIN: - - - - - - - - - - - - - 1 - - - - - - - - - - - - - -, J 1 GRIFFING STREET NEW 3" GUARDED FLOOR DRAIN w/3" TRAP - - - _ - - - - - - _ J 2 CUTCHOGUE, NY 11935 - - - - - - 1 I6 NAVIEN WATER HEATER MODEL NDE-SERIES (OR EQUAL) 2 2 2 - i- `'` DRAWING TITLE: L _ - - - - - - - - 2 17 RHEEM 115,000 BTU 6A5 FUFZNAGE PROPOSED FOUNDATION PLAN N N = MODEL#Wg5TG1151524MSA (OR EQUAL) 2 tt1 m la FOUND ff POSTS FOR WD. DECK: Q v WD. P.T. P05T b P. GONG. PIER UPON FOOTING A5 PER DECK DETAIL (TYPE - - WOOD DECK FOUNDATION (24"x24"xl2" FTG): 13 m PAGE: Iq 4"x4" P.T. POST UPON 12"(P P. GONG. PIER UPON 24"x24"xl2" I?-O" Q Q DEEP P. GONG. PAD FOOTING AS PER DETAIL q/A-402. L L <( ASTALL NENENLINQ NOTE:STAIRSSHALL HAVE MAX. b-1/4" RI b,-O V. 5" �� 101000 1. Y2 I b 16-2 d MIN. 10" Tr - R15ER5 SHALL BE CLOSED 2. 42" HIGH GUARDRAIL d 'SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; " HANDRAILSPINDLE5A I SPHERE NOT TO ALLOW PA5 &E OF A " 25 ? 41'-by2" DATE: 07/13/22 5 OF 17 3. 6RIPPABLE RAIL AS PER CODE m 4 CLOSED P. GONG. STAIR,:_ 21 I. TYP. 42" RAIL AS NOTED 2.RAILING SHALL BE WR000HT IRON OR 6ALV. 5TL. FA5TENIN6 SHALL BE AS PER RAIL MANU. PROVIDE EXTERIOR GRADE PAINT AS REQ'D OR POWDER 3.5EE FOUND. PLAN d DETAIL C EGRESS WINDOW WELL: FROFOSE17 FOUNDATION I I Q C� 22 PROVIDE NEW EGRESS WINDOW WELL COVER BY I �L.. N U a "ROCKWELL;ELITE SERIES" 66"W.Xa4"H. OR EQUIVALENT. - ST AS PER MAN. SPEGSPECS. HAB1TABLE SPAGE• I V-0-'C161 .0 S.F. OROSS AREA SCALE: 1/4" V-0-' ,a � • 0-4Q- 0� N « ' r t 0ENER.4�L 5)M50L <E) : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a - WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) [Q m 0 Lu EXISTING TO REMAIN d NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 10'-`Y2° 32'-I jV:2 J STL. WHEN APPLICABLE) 8'-0" C6 `I (y) 4-1 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V D �' E CV POST FOR 4" WALLS WOOD FRAME (L ® ® = Ln .G. 5'TL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL - _ O 0') POST FOR b" WALLS), U.O.N. � NEW 2-HR FIRE RATED Q i CD WOOD FRAME (L.G. 5'TL. WHEN APPLICABLE) z 0 - Z O cc a FLOOR PLAN NOTES .0 00 t (b DOOR NOTE: NEW LAUNDRY ROOM: a-: CV C6 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW HASH/DRY HOOK UP 2 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s WOOD DECK Q 0 O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/51ZE OF EQUIP. OUT ON PLANS BY 'THERMATRU' (OR EOUAL). 3.PROVIDE HOOK UPS A5 REGIS PER MANU. N 201 SG2.FT. 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU 5PEC.'s n 3.PROVIDE (2) 2"xa" HDR.,U.O.N. DRYER EXHAUST NOTE: (D 4.5EE PAGE 6-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR 51.4/2-- 6'-I" 17'-5" I ELEMENTS AROUND DI (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'1 FROM ANY OPENIN65 OSTAIR 8 RAILING NOTE: 3.DUCT SIZE AS PER MANU. 2 I. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 4 MIN. 10" Tr - RISERS SHALL BE C (D\01 LOSED 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 10'-6" E 4 12'-O" 2'-Sy2" �.J 2. 42" HIGH SWARDRAIL d SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO NOT TO ALLOW PA55AEE OF A 4" m SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM V 36" HIGH HANDRAIL d SPINDLE SPACING NOT SHALL BE LIMITED TO 51N6LE LENGTHS,NOT TO --- - TO ALLOW PASSAGE OF: A 4" (P SPHERE EXCEED a FEET AND SHALL BE LISTED AND LABELED 1 n D 3. 6RIPPABLE RAIL A5 PER CODE IN ACCORDANCE WITH UL 2155A. W 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D W WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS W m .p ® I. SEE NOTE ABOVE FOR STAIR RAILING INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST L DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 9 I A • 2.RAILINGS SHALL BE WOOD OR PVC. SCREWS - '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER SMOKE DETECTOR / GO DETECTOR NOTES: LOCATION To THE WALL OR ROOF TERMINATION. THE m O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 `{ U SMOKE /CARBON MONOXIDE COMBINATION DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH SIO* 0 O u1 OTHER w/BATTERY BACKUP. BEND. THE MAX. LENGTHi OF THE EXHAUST DUCT DOES AIR bo L.HARD WIRED TO EACH O 2.INSTALL ALL AS PER MAI H SPEG.'s NOT INCLUDE THE TRANSITION DUCT. q CONDENSER (mO z - 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR m KITCHEN m 'IN COMPLIANCE WITH LOCAL CODE NEW FIREPLACE FLUE: 215 5a.FT. O O I. PROVIDE DIRECT VENT FLUE THROUGH EXTERIOR WALL - WINDOW NOTE: PROVIDE "ABESGO FP200 FR EXPANDING FOAM" (OR FLUE O EQUAL) AT ALL PENETRATIONS AT GREAT ROOM AIR Q 281 SQ.FT. I I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN FLOOR5/WALL5/CEILINGS;PRODUCT CONFORMS TO A5TM CONDENSER Q Q 400 SERIES CASEMENT, DOUBLEHUN6,OR GLIDING E 514, A5TM E 54,AND UL 14.7x. a Q (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 2.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY �_ 6 SUBSTITUTIONS,5EE NOTE #9 IN 'GLASS WINDOWS ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". ' 2 AND DOORS" ON PAGE 6-002 IF CASEMENT - STRAIGHT ARM HIN E yyHENWS SHALL HAVE N Iuw� FIREPLAG NEW EXHAUST FAN SHALL BE INSTALLED WHERE a � 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE O VENTILATION 15 NOT MET BY MEANS OF NATURAL � CIRCULATION THROUGH WINDOWS OR DOORS TO ' A TILT WASH 3.ALL GLAZING WITHIN Ib" of FF TO BE TEMP. 6L. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 4.SEE PAGE 6-003 FOR F'RAMIN6 ELEMENTS AROUND 403.32.3; INSTALL AS PER MANU. SPECS WINDOWS (71'P. FOR ALL) U.O.N. G ,105 PARTIAL 12'I 4' O" 4 O, 5-�2" 4HEI&HT 12'-3y2" EGRESS NOTE: O STRUCTURAL PERMAA5T COLUMN b" 5OUAR IN COMPLIANCE WITH NEW YORK STATE BUILDINGPAN. - - - - m F - CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF n 15, ® - E6RE55 SHALL BE FOLLOWED: O9 RHEEM 4 TON AIR CONDENSER m v Lu MUDROOM - ❑ - NET CLEAR OPENIN5........... 5.7 S.F. O MODEL#RAI645AJINA (OR EQUAL) Q 73 SQ FT SQ.FT. j -N Q-1 6-9' L __T X/ -3 NET CLEAR HEIGHT............... 24" MINIMUM mv 1 / 6,�„ d NET CLEAR WIDTH................. 20" MINIMUM i N to u IL 5 T x -101-101, - - __ - --- _ - - --- - BENCH n BATHROOM DOOR SCHEDULE DINING ROOM 146.2 SOFT. _---------_ -- -_- -- ---- -- q 115 SG.FT. in T A DOOR MATERIAL 21 TAG DESCRIPTION MANUFACTURER p RATING NOTES m 4 a - KAB. N WIDTH HEIGHT O <iu ELF-GL45 MIN. RATED ' "5O5ING0„ --------- -- - - - - - 5 - - 2' -FIRST FLOOR 101 (U I SINGLE � THERMATRU 3'-O" 7'-O" � I�• a � � � 3 SM/Go l _ LJ J- / � '�t A N 102 (5) SINGLE JELD-YEN 2'-6" 'i'-O" I - * Q s SM/G0 E J �ry 4'�" 102 1 1 102 86.9 50.FT. w �f ]IF - r 2 GAR 6 103 (UAF SINGLE �i THERMATRU 2'-6" 'I'-O" I • I --- - a a GARAGE - - I � = 550.0 SQ.FT. 4 Chi ---- a PROVIDE A" TYPE "X" 104 (1) SINGLE JELD-WEN 2'-O" 7'-O" _ - 4 SHEETROCK AT WALLS = I I I I I �^ 102 I 3'-5 1211 m LL�� 111 - - n p AND CEILING - ! I I DOWN O (15) 1 ® 7.6' 105 (I) POCKET JELD-WEN 2'-b" 7'-O" • FROSTED FULL n n I T (14) Tr 12I GLASS D NATURAL L I GHT - -- - - - - - - - a � � � ( --_ --- VENTILATION m o OVERHEAD FLOOR 236 S.F. ' - - -. - - -- -- - ---- ---- DOOR I-I )- - I l AREA dJ SECOND FLOOR J --- --------- --- 201 (I) SINGLE JELD-WEN 3'-O" "i'-O" ( • I ' (14) Tr 12" A _ 2b" UP OPEN To � REQ. S.F. PROV. PROJECT: - tt I I I ABOVE LIGHT I&CI S.F. 50.2 S.F. ---- r I REQ'D 202 (5) SINGLE JELD-WEN 2'-b" 7'-o" ]E � I I ' NORTH FOR K - ----- - I / \ I I / \ I A-401 - {� VENT q 4 S.F. 28.8 S.F. 4 205 (l) SINGLE JELD-WEN 2'-4" "1'-0" ! . 4 / \ I I / \ I 2 32;OI FT. REQD o ry ESTATES - LOT 3 r 102 1 I B6D.IR OM b204 (2) SINGLE JELD-WEN 2'-O" 7'-O" • Jf ----- I / \ I I / \ O m O -- 205 0) DOUBLE JELD-WEN 6'-0'� - -t-o _- - _ - D I // \ I I / \\ r to A GRIPPING STREET BASEMENT m 2'-`�2 / `\ I // \t2-4�/Yj ATH 1 CUTCHOGUE, NY 11935 - - - --- - -- " _ t 4 - 42 SQ.FT. 4-by2 2 42'-4" 4'-by2"001 (2) 51NOLE THERMATRU 3'-0" 7'-O" • I I a 4 A WOOD 4 ��," „, DRAWING TITLE: - --- - A PATIO 123.4 SQ.FT. PROPOSED FIRST FLOOR PLAN ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'5. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. py C 4 B 4 B **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** 3'- 3'-7y2' 17'-4" -5y2" 10'-0" 1 _0.1 m WINDOW CHART n 251 7'-3y2° aQ 17'1 - EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR d ,-= PAGE: TAG TYPE MODEL # OPENING WIDTH REQb: 20" TEMPERED 5 2 ® ® 5 HEIGHT REO'D:24" _ WIDTH HEIGHT WIDTH HEIGHT OPEN READ: 5.7 S.F. m 102m00 A (II) DOUBLE-HUNG 244PH5056 3'-O" 5'-6" 2'-11 5'-5 (I WINDOW) 17'-0" DATE: 07/13/22 6 OF 17 S (9) DOUBLE-HUNG j244D442b5b 244DH3456 3'-4" 5'-6" 3'-35'-5 x (I WINDOW) G (1) DOUBLE-HUNG 2'-8" 3'-6" 2'--1 f 3'-5 " D (6) DOUBLE-HUNG �I 244DH304(o 3'-O" 4'-6" 2'-II O E (3) DOUBLE-HUNG 244DH2449�C- 2'-4" 4'-9' -, 2'-3 " - 4'-b °- _ - Q ��g D `�L'1Y� F (I) PICTURE 244F>(6040 0.1 J 4'-0" 5'-II 3'-II - (1 WINDOW) ? TO - GO) PICTURE 244FX2020 2'-O" 2'-O" < 11r `.4 +f-t oo H (3) DOUBLE-HUNG ]L:244DH5050 3'-O" 3'-0" 2'-11 I" 2'-11WINDO WS) (2 N� �t;;, T _ -- - fi�i�Oi�OSDFIRST �OOfi� i�L. l� - -�° (I) DOUBLE-HUNG [2�DH5041j_ 3'-O" 4'-9" 2'-I I �" 4'-8 �" x (I WINDOW) P \� ,� � - - � � �� -- -- ---- ----_ _ SCALE: I/4" = I'-O" J (I) DOUBLE-HUNG 244DH3036 3-O 3-b 2-II 3-5 1,71-10.0 S.F. HABITABLESi��-4G , 2320.0 S.F. C��'OSS ,4E - ------- -:- - ill �1 K (1) PICTURE J 244FX3030 -�3'-o"- 3'-O" 2'-II 2'-II " L (1) SLIDER NLGDIQ2080 II'-9 �8'-O" II'-9" GENERAL 5`"M50L <E",*r : EXISTING TO BE DEMOLISHED PARTIALNEN H k4OOD FRAME (L..G. STL. Q < EXISTING TO REMAIN WHEN APPLICABLE) uj NEW WOOD FRAME (L.O. NEN FOUNDATION WALL Lu J 5TL. WHEN APPLICABLE:) \ I caM NEW I-HR FIRE RATEDMIN. (2) 2"x4" STRUCTURAL V WOOD FRAME (L.O. 5TL.. E P05T FOR 4" WALLS c WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 6" WN POST FOR WALLS), U.O.N. 6 NEW 2-HR FIRE RATED C4 WOOD FRAME (L.O. 5TL.. WHEN APPLICABLE) a •� N FLOOR PLAN NOTES O O }' ODOOR NOTE: NEW LAUNDRY ROOM: c O a- I. INSTAR NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP 0 � OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE L.AUND. ROOM d DOOR DIM.'s Q O 2.INSTALL NEW EXTERIOR DOOR-5 WHEN GALLED w/51ZE OF EQUIP. OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQS PER MANU. 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'S ^ ` 3.PROVIDE (2) 2"x8" HDR.,U.O.N. DRYER EXHAUST NOTE: NATURAL LIGHT 4 VENTILATION W 4.5EE PAGE 0-003 FOR ALL OTHER FRAMING 1. DUCT SHALL TERMINATE TO EXTERIOR NATURAL LIGHT 8 VENTILATION ELEMENTS AROUND DOORS(TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY (HABITABLE SPACE) OPENINGS (HABITABLE SPACE) OSTAIR $ RAILING NOTE: 5.DUCT 51ZE AS PER MANU. FLOOR AREA 153 S.F. M It I. ALL NEW STAIRS SHALL HAVE: MAX.7-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER FLOOR AREA 255 S.F. $ MIN. 10" Tr - RISERS SHALL BE OL05ED S. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN % REQ. S.F. PROV. 2. 42" HIGH GUARDRAIL d SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO % REQ. S.F. PROV. NOT TO ALLOW PA55AGE OF A 4" 4) SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM LIGHTING;MIN. b% 36" HIGH HANDRAIL d SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO OF FLOOR AREA 14.6 S.F. 20A S.F. 24'-3Y2° LIGHTING;MIN. b% • TO ALLOW PA55AGE OF A 4" (P SPHERE EXCEED b FEET AND SHALL BE LISTED AND LABELED OF FLOOR AREA 20.6 S.F. 20A S.F. ^ ` 3. 6RIPPABLE RAIL A5 PER GORE IN ACCORDANCE WITH UL 215bA. VENTILATION;NOT (W' ) 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID LESS THAN 45% OF VENTILATION;NOT MIN. GLAZED AREA 6.6 S.F. 11.7 S.F. LE55 THAN 45% OF 1 � METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS CIO S.F. 11.7 S.F. 4- MIN. GLAZED AREA WOOD FRAME STAIR: REQUIRED Y2 REQUIRED ® 1. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. RUNNING IN THE T DIRECTION OF AIR FLOW. EXHAUST II-4y2" I I-4 DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.RAILINGS SHALL BE WOOD OR PVC. 50REY5 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER B 4 B 4 B 4 B 4 SMOKE DETECTOR / GO DETECTOR NOTES: LOCATION TO THE WALL OR ROOF TERMINATION.THE O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 F U FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° SMOKE/CARBON MONOXIDE COMBINATION DETECTOR BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES HARD WIRED TO EACH OTHER w/BATTERY BACKUP. NOT INCLUDE THE TRANSITION DUCT. �� 2.INSTALL ALL AS PER MANU. SFEC.'s I I •- 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR Q IN COMPLIANCE WITH LOCAL CODE NEW FIREPLACE FLUE: CJ O I. PROVIDE DIRECT VENT FLUE THROUGH EXTERIOR WALL PROVIDE "ABES00 FF200 FR EXPANDING FOAM" (OR Q OWINDOW NOTE: EQUAL) AT ALL PENETRATIONS AT I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM 400 SERIES CASEMENT,DOUBL.EHUNO, OR GLIDING E 814,ASTM E b4, AND UL 14711. I NATURAL LIGHT $ VENTILATION (A5 NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 2.MECHANICAL FLUE TO EXTEND 5'-0" MIN. ABOVE ANY I (HABITABLE SPACE) SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". AND DOORS" ON PAGE 0-002 IF CASEMENT WINDOWS - ALL GSMNT WNDWS SHALL HAVE FLOOR AREA 260 S.F.STRAIGHT ARM HINGE WHEN NEW EXHAUST FAN SHALL BE INSTALLED WHERE 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE O VENTILATION 15 NOT MET BY MEANS OF NATURAL cl z '' N % REQ. S.F. PROV. TILT WASH CIRCULATION THROUGH WINDOWS OR DOORS TO J BEDROOM#2 BEDROOM#3 5.ALL GLAZING WITHIN la" OF FF TO BE TEMP. 6L. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION - v 183.8 SG.FT. 258.6 50.FT. I z LIGHTING;MIN. a% 20.5 S.F. 40.0 S.F. 4.SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND 403.32.3; INSTALL AS PER MANU. SPECS J OF FLOOR AREA WINDOWS (TYP. FOR ALL) U.O.N. UJ < m VENTILATION;NOT EGRESS NOTE: O STRUCTURAL PERMAGAST COLUMN 8" SQUARE I _ 1W Q LE . THAN 45% of q.4 S.F. 22b S.F. IN COMPLIANCE WITH NEW YORK STATE BUILDING 1 MIN. 6RLAZERDDREA CODE,SECTION R3102.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: q RHEEM 4 TON AIR CONDENSERNET CLEAR O MODEL#RAI648AJINA (OR EQUAL) n NET CLEAR HEII&HIT............... 24" MINIMUM I I SM/CO 2'_0 151-II" NET CLEAR WIDTH................. 20" MINIMUM I I I O I ~ 204 I 202 3 I 7 _ 4 IF 1ci____,_____OOR SCHEDULE n It 5M/Go I H 4 DOOR MATERIAL = W I.G z = FIRE I 33.8 SQ.FT. I 202 - ° W I it J TAG DESCRIPTION MANUFACTURER p J NOTES in WIDTH HEIGHT H Q RATING I 205 vELI O W -A 45 MIN. RATED - -- - J 3 I �i • 205 I V SELF-CLOSING I CL. _ p_ '� LAUNDRY O� L FIRST FLOOR m 5 33.8 I -- ELEVATION NOTES OROOFING: �- I. SEE NOTE ® SECTION Q 2. ASPHALT ROOFING 51NOL.E5,COLOR d STYLE TBA (OR Lu EQUAL) (MIN 50 YR. WARRANTY) W O ROOFING: ui co I: SEE NOTE ® SECTION J co 2. STANDING SEAM METAL ROOF,COLOR $ STYLE TBA (OR EQUAL) I 2 Q 4-+ I � O N OSIDING: — --. _ -- - --- --- L0 B I. SEE NOTE ® SECTION 6) 2. FIBER GEMENT LAP SIDING,COLOR $ STYLE TBA (OR - --- - -- ---- ------ ----- --- — � � C9 EQUAL) (MIN 50 YR. WARRANTY) - -- --__- i O4 NEW WOOD FRAME STAIR -v - - - - -- -- -- - - - 12 N - - - O STRUCTURAL PERMACA5T COLUMN 8" 5QUARE O ._ — -- C9 O -12 -- O — O {-+ - " — 6 DRYER VENT: Q 0 O O OSEE NOTE ® PLAN --- - - — - — - - - — ----- _----- — — ONEW A/C GOND. ON NEW GONG. SLAB, SEE PLAN NOTE. - - O8 NEW HOSE BIB NEW ELECTRIC 4 GAS METER; _ _ -._ _ - A AO OA 70 Oq INSTALL PER UTILITY 00. STANDARDS - - - NEW FIREPLACE FLUE: - O - H - - - - - • l0 SEE NOTE ® PLAN —_ - TEMP. —tt_ TEMP. - - - -- �p F.F. 2 --- •V ! -11 LL� am— W - — - F.F. SOUTHNEST ELEVA710N (FRONT) SCALE: 1/4" = 1'-0" I I TOP RIDGE HEIGHT ---------------- -- ELEV. +28.6' — Z ---- ------- — — -- — — w -12- ----__ --- - ---- _- 0 2 ':10 - Q PROJECT: SEG. FL. GLC. HOT. -14 ELEV. +21.0' _-- N 0 RTH FORK 3 ESTATES - LOT 3 I 3 3 SECOND FLOOR G R I FFI N G STREET ELEV-1++12. ' -----� CUTCHOGUE, NY 11935 DRAWING TITLE: ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "0-003" FOR NAILIN& 5TRAPPIN6 DETAILS. - PROPOSED EXTERIOR ELEVATIONS **5EE DOOR 50HEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER** I5T. FL. GLC. HOT. —� - WINDOW CHART ELEV. +10.8 EORE55 - ROUGH OPENING WINDOW DIMENSION CLEAR OPENING Q OA q OA O OA OA TAO TYPE MODEL # TEMPERED WIDTH REOV: 20" - DTH- - - = I PAGE: WIDTH HEIGHT WIDTH HEIGHT HEIGHT REGV:24" 5 - OPEN REOV: 5.-75.F., - - - OJl 1-0 1 ."A (II) WFIRST FLOOR A-20mOO B (a) DOUBLE-HUNG 244DH3456 3'-4" 5'-6"--� 3'-3 5'-5 x (I WINDOW) EL.EV. +I.B' —�� N MIN. MIN. �---- F.F. -- DATE: 07/13/22 8 OF 17 G (I) DOUBLE-HUNG 244DH2836 2'-8 3-6 � 2-� 3-5 D (6) FDOUBLE-HUNG 244DH3046 1 3' O"---- ____ ___ J_j w 4'-6" 2'-II 4'-5 �" BASELINE 711 17 ELEV. +O.O' E (3) DOUBLE-HUNG 244OH244a 2'-4" ll 4'-q" 2'-3 4'-8 (() F (I) PICTURE 244FX6040 6'-0" 4'-O" I 5'-I I k" 3'-II (I WINDOW) SOUTHEAST ELEVATION (R I O HT SIDE) �'�D 7/ � ON PICTURE 244FX2020 2'-0" 2'-0" 111 k" 1'-11 k" F SCALE: 1/4" = I'-O" r 3' OOUBLE --- - - -"- 2'-- HUNO I I- -- " -2'-I I (2 WINDOWS) i 0H (3) ]E:24 D " 1 (1) - DOUBLE-HUNG 244DH304q 3'-O" 4'-a" 2'-II " 4'-8 " x (I WINDOW) J (U DOUBLE-HUNG IL244DH5056 3'-O" 3'-6" O �1 K (I) PICTURE 244FX5050 3'-O" 3'-O" 2'-II 2'-II N NLOD 12080 L (I) SLIDER -4 II'-q 8'-O" A II'-9" ELEVATION NOTE5 (D ROOFINO: 1. SEE NOTE a SECTION < 2. ASPHALT ROOFINO 51NOLES,COLOR 4 STYLE TBA (OR 0 EOUAL) "N 50 YR. KARRANTY) uj ROOFINO: uj CU 1. SEE NOTE a SECTION cy) 2. 5TANDIN5 SEAM METAL ROOF,COLOR 4 STYLE TBA 4-1 (OR EQUAL) E c\j 51MINO: ::) Lr) 1. SEE NOTE 0 SECTION 2. FIBER CEMENT LAP SIDIN5,COLOR 4 STYLE TBA (OR o EOUAL) (MIN 50 YR. PqARRANTY) 4-J NEH HOOP FRAME STAIR ca 12 c: n c\j 0 o ±2 STRUCTURAL PERMACA5T COLUMN 95" 5OUARE— _c 0 4-J 4-J 4-J Lo tu DRYER VENT: ............ 0 < SEE NOTE a PLAN (D NEN A/C COND. ON NEH CONO. 5LAE3, 5EE PLAN NOTE. NEVA H05E BIB NEN ELECTRIC $ OAS METER; –0 INSTALL PER UTILITY CO. STANDARDS 0 J2_ ------ H FIREPLACE FLUE- -,Z�7 D SEE NOTE a PLAN NE 4-J M 0 c: LTMM� ci to- 4 F.F_ r r NORTHEAST ELEVATION (REAR) SCALE: 1/4" 1'-0" z 0 TOP RID67E HEIeHT -—-—-—-—-— ELEV. +2ah' N —10 PROJECT: NORTH FORK ESTATES - LOT 3 A-\SEC. FL. CL 0. H OT. -12 ELi�;. +21.0l 2 __IO_ GRIFFING STREET CUTCHOGUE, NY 11935 (D DRAWING TITLE: ALL NEH HINDON5 SHALL BE ANDERSEN; INSTALL AS PEP, MANU. 5FEC.'s. SEE PAOE "5-005" FOP, NAILINO 4 5TRAPPINO DETAILS. SECOND FLOOR PROPOSED EXTERIOR ELEVATIONS ........... **SEE DOOR SCHEDULE FOP, ALL OLA55 DOORS FROM SAME MANUFACTURER" ELEV. +12.0' NlNr�ON CHART EORE55 CLEAR TAO TYPE MODEL # ROU&H OPENINO HINDOkq DIMEN51ON OFENINO, TEMPERED HIPTH REOV: 20" IST. FL. CLO. HOT. PAGE: ------]F- i .......... HEIrHT REOV:24 HIDTH HIDTH HEIOHT J�OFEN REaD: 5.1 5.F. ELEV. +10.5' 01. 51-5 ki (I HINDON A (11) DOUBLE �UNC, 244MH3056 02 . 00 51-611 5 (q) LE-HUNO 244DH545(0 51-41' 1E 5,-5 k, (I HINDON) C (1) E-HUNO 244DH2556 :2'--T IF 5,-5 Le ��j _t Le D (6) LE-HUNO 244VH504(o :2'-Il 41-5 �11 ---------- = ==]� //-@ DATE: 07/13/22 9 OF1 DOUBLE 244DI 41-cf" 2'-5 1" 41-a -HUNO____ FIRST FLOOR 4 4 !l' 40 (1 HIND Sk F (1) ICITURE 244FX60 61-011 r,,-i I pF-D A/�C 21-0 ------- 21-01, 1 BASELINE co 1 '01 & (I) PICTURE 244FX2020 r-II ELEV. +0.0' p H 51-0 11 51 V-11 (2 HINDON5) (5) DOUBLE-HUNO 244DH3050 -all :21-11 011 1 1 (1) -H J 244DH504cl 41-q" 21-11 4'-e, INDON DOUBLE UNr-- NORTHNEST ELEVATION (LEFT 51DE) 50ALE: 1/4" V-0" 0 4 56 a., 51-61, 2'-11 '1 (1) __][D�LE-HUNO I 244DH50 PICTURE :2'-Il 244F/<5050 I—r-e__" NLOD120,50 _j=5LIDER L (1) -4 IL BUILDING SECTION NOTES I R PAGE 0-0035 NEW ROOFING NOTE (TYP): TOP RIDGE HEIGHT NEW RIDE-_ ------ ------ I. INSTALL NEW ASPHALT ROOFING SHINOLE5 ELEV. +28.6' — _ - -__---- - _ Q 2.INSTALL ICE AND WATER 5HIE1 D FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS LLI OVER -= -- - - - --- 5.INSTALL 15 # BUILDING FELT(U.O.N) OVER - -- - -_ % _ R.R. A5 PER PLANS 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) =ry �� / �i �S _- - ('7 5. GAP SHINGLE OVER RIDGE b HIPS (AS REOV) Q a-J 6.PROVIDE RIDGE VENT (AS REOV) i- yQ�' / ��\ =ry - -- (V '1. FLASH ALL VALLEYS P % 2 < C w C B.INSTALL DRIP EDGE AS RE0t) / - _ 9.INSTALL ALL AS PER MANU. 5PE025 0 O TYPICAL ROOF d CEILING CONSTRUCTION: - - - -- -- .--- - -- NEW ROOFING AS NOTED }G.J. AS PER PLANS • % / p ,AZO • I/2" GDX PLYWD SHEATHING(BLOCKING ® ALL 'LYWD coa / -- • R.R.MG.J., d G.T. AS NOTED ON PLANS(® SPANS OVER SECOND FLOOR GLC. HGT_� ___ _ O O 4-JN 8' INSTALL "X" BRIDGING a CENTER OF SPAN,L.O.NJ ELEV. +21.0' � O � C9 • MIN. OF R-4cf SPRAY FOAM INSULATION (BONUS ROOM) - - - --- a--' u • MIN. OF R-4a BATT INSULATION N C-0 ~ = BATHROOM #3 Q O BEDROOM #4 TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) 3 • UPON 1/2" GDX PLYWD. 5HE:ATHING (BLOCKING ® ALL z PLYWD SEAMS) ° �'1 , • 2"xb" STUDS ® 16" `W O.G. H/DBL. TOP PLATE Q • 2" FOAM INSULATION W/R•-15 BATT INSULATION(R-2"7) SECOND_FLOOR • 5/5" GYPSUM BD. WALL FI1415H ELEV. +12.0' ------� _ � ry :D ONEW 51DINO NOTE (TYPJ: N (V F.J. A5 PER PLANS I. INSTALL NEW FIBER GEMENT HORIZONTAL LAP 51DIN6 "TYVEK" HOUSE WRAP (OR - - - 3 EQUAL) - U 2.INSTALL ALL AS PER MANU. SPEG.'s 5.PROVIDE ALL NECESSARY TRIM FOR FIRST FLOOR G_EILING HEIGHT PROPER INSTALLATION ELEV. +10.8' W 4.51DIN6 SHALL EXTEND TO TOP OF W FOUNDATION WALL W O BEDROOM #1 W.I.G. BATHROOM #1 O ONEW 4" THK. P. GONG. SLAB H/6"xb"-10/10 HA.M. 6 6 REINFORCEMENT AS PER DETAIL O U TYPICAL FLOOR CONSTRUCTION: 4 6 • NEW FLOOR JOIST AS NOTED ON PLAN • 5/4" GDX PLYWD Tt & SHEATHING (BLOGKIN6 ® FIRST FLOOR ALL PLYWD SEAMS) ELEV. +1.8' \L V • F.J. AS NOTED ON PLANS 1a SPANS OVER 8' -0Nll-- - INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) O — F-.J. PER PLANS Q • MIN. OF R-50 BATT INSULATION;FOAM MIN. 5" 1 - AT RIM JOIST BASELINE - CpNNE TION 'GI' AS 6 ELEV. +0.0' PRP 6E 6-003 I ( 4 W 57UP TO A-401 1OOR ASSEMBLY I L_ I I I I BASEMENT dl I I I I I I I I I A-401 I I I I- - - = — - - - - —� — __ - - - - A-401 A-401 SEGT ION A-A / A-501 SCALE: 1/4" = I'-O" J �CX3 R.R. AS PER PLANS t R.R. AS PER PLANS N Z w CONNECTION '51- AS PER PAGE 6-003 � NEW R.R. TO Glu.J. � IM G.J. AS PER PLANS s PROJECT: NORTH FORK 3 FAMILY ROOM L. BEDROOM 3 3 ESTATES - LOT 3 2.OE 2X6 LVL STUD WALL;ALL AREAS WHERE WALL 15 6 ABOVE 11' TO FLOOR SYSTEM; OF PRIOR TO PROVIDE �" PLYWOOD AT 6YPISUMDBOARD S ALLATION G R I FFI N G STREET CUTCHOGUE, NY 11935 p.SP� F.J. AS PER PLANS DRAWING TITLE: BUILDING SECTIONS DINING ROOM GREAT ROOM 4 � � 4 PAGE: A-301m00 F.J. AS PER PLANS CONNECTION 'CI' A5 I DATE: 07/13/22 10 OF 17 PER PAGE 6-003 6 NEW STUD T I FLOOR AS LY I I s - ---- Q AF,�� BASEMENT MEGH. ROOM aF — - - — - - - - - - -L-- - - A-401 : SECTION B-B / A-501 SCALE: 1/4" = P-O" BUILDING SECTION NOTES ONEW ROOFING NOTE (TYP): I. INSTALL NEW ASPHALT ROOFING SHINGLES 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FAGS OF STUD WALL AND AT VALLEYS OVER 5.INSTALL 15 # BUILDING FELT CJ.O.N) OVER Lij co 4.1/2" GDX PLYWOOD 5HEATHIN5(BLOCK ALL 5EAM3) _ J M 5. GAP 5HINOLE OVER RIDGE 6 HIP5 (AS REQ'D) _ - -- b.PROVIDE RIDGE VENT (AS RE:Q'D) Q L 'T. FLASH ALL VALLEYS 8.INSTALL DRIP EDGE AS REO'D - - -- -- ---- --- ---_ - - - 9.INSTALL ALL AS PER MANU. SPEC.'S =- ____ - - _ o O TYPICAL ROOF 4 CEILING C:QN5TRUOTION: • NEW ROOFING AS NOTED - -- - - a - • 1/2" GDX PLYWD SHEATHING OLOGKIN6 ® ALL PLYWD cu SEAMS) - .- • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER - CONNECTION 'A' AS N V INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) PER PAGE 0-005 — Q O }' I • MIN. OF R-49 SPRAY FOAM INSULATION (BONUS ROOM) --- — - - — NEW RIDGE_ N Ln • MIN. OF R-49 BATT INSULATION Q 0 � O TYPICAL EXTERIOR WALL CONSTRUCTION (TYR); ` qg \_ _ CONNECTION 'BI' AS R PER PAGE 0-005 O • UPON "TYVEK" HOUSE WRAP(OR EQUAL) -_ NEW R.R. TO G.J. -- - \ • UPON I/2" GDX PLYWD. SF+EATHINO BLOCKING ® ALL -- - PLYWD SEAMS) rI 1 • 2"xb" STUDS ® Ib" O.G. w/DEL. TOP PLATE W • 2" FOAM INSULATION W/R-15 BATT INSULATION (R-27) _ �� _ • 5/8" GYPSUM BD. WALL FINIeH Q BONUS ROOM NEW SIDINO NOTE (TYPJ: FINISHED d O I. INSTALL NEW FIBER GEMENT HORIZONTAL - --------- --- - - - -- ��.� HEATED 2 \\\ >n - -j -0 LAP SIDING "TYVEK" HOUSE WRAP (OR r Vl �J EQUAL) ---- _ EXTERIOR SHEATHING AS <\ PER SECTION NOTES 5101NO MATERIAL AS Q - d. PER SECTION NOTES 11 0 .� (4) 3/8" H.D.G. LAC W BUILDING PAPER d HOUSE WRAPBOLTS (PREDRILLED) = W cc FULLY OVERLAP FLASHING -j M ii"! - - — � - — 41 / Q HEADER A5 SECURE HANDRAIL TO WALL ON AT LEAST ONE I, "Z" FLASHING O _ � c- N SPECIFIED ON SIDE OF STAIR IN ACCORDANCE W MANU. SPEG.'s; 5/4"x6" P.T. DECKING - T- — — — D L0 PLANS AND NOT PROJECTING MORE THAN 4><'2" INTO O.N. ON PLAN/ PITCHED METAL 5TAIRWAY;SEE HANDRAIL ORIF SIZES ADJACENT GAP FOR SEGTION/DETAILS) — — / — DRAINAGE -O \�� — ,JOIST HANGER BY 51MPSON' OR EQUAL I I „ - -- _ _- 3/8" THK. PL. L p c Z O a - _ I 3/8 THK. H.D. a � FIRST FINISHED FLOOR __ j — I II /4 QALY. PL. T v Op CV 0zW „ :: METAL DTT DECK TENSION GAP PLATE 'A' -� 4 LoLo JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY 'SIMPSON' (OR N (>3 -\ LV2" MIN. SPACE BETWEEN \ 5/8" 4) x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) FOR CONNECTION OF 5TL. COL. TO (2) 1-3/4" WIDE Q \ I WALL AND HANDRAIL \ LAG BOLTS® I6 O.G. INTO MUD SILL d COUNTER RIM BD.;WHEN® FOUND. WALL FASTEN LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER \ 3/4' FINE RI5ER \ w/(2) 5/8"O x 5" LONG APPROVED FL SF+IN6 P.T. DECK JOIST MASONRY ANCHORS ® 16" O.G. AS PER PLAN 3/4" FINE TREAD STANDARDS FOR O RI PPABLE HAND RAIL FOUNDATION WALL M � SCALE: NTSol -811 IV x _ GROSS SECTION 2 LEDO ER G01 NEC.T I ON DET, I L (4) 3/8" H.D.G. LAG MIN. < z HANDRAIL A-401.00 — 1'-0" BOLTS (PREDRILLED) I" ROUNDED NOSING Q CLEARANCE CIRCULAR NON-CIRCULAR SCALE: 1" - _,�_ 4J w/)'4" RADIUS _- r l Lu (NOT INCLUDED IN V TREAD DIMENSION) u " j j O /� • I 4 -6Y4 � — - � D " �4 _2 / PERI— � 2�'4" — — — — i i — MM MIN. �I METER MAX. 1 If1 4—j W /(b t / O \�— / O u lu w / 3/8" THK. PL. 1 11 c Lu FLOOR SYSTEM AS I l i /4 QALY.P H.D. NOTED ON PLAN /2 �J J m NEW 5TL. GAP PL. 'A' FLOOR WOOD BEAM GAP PLATE 'B' \L /� (3) 2"x12" STRINGERS ® w/R-21 _ / / / WELDED TO COL.;SEE AS NOTED ON PLAN nnV J INSULATION, IF UNDERSIDE 15 FACING `t / / / GAP PL. DETAILS FOR CONNECTION OF 5TL. COL. TO (3) 1-3/4" WIDE W 5TORAGE/NON-HAEITAL SPACE / / / / NEW 3-1/2" O.D. SGH 40 LVL LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE Q A \ NEW BASE PLATE 'A' HOT DIP OALV. STL. COL. DIMENSIONAL LUMBER OR 5.25" WIDE PSL WELDED TO COL.;SEE (ASTM AI23) AS PER STORAGE UNDER y2" GYP. BD. BASE FL. DETAILS FOR FOUND. PLAN BY SIMS BOLTING STEEL (OR EQUAL) (WHEN APPL I GALBE) NEW . P. L _ PROVIDE GOLD JOINT GONG. SLAB \ AT GONG. SEAMS (TYP) olI ¢ 1I TREATED 2"x12" SILL FOR CONTACT _ v Jv ° as d ° i /2 n II n H/GONG. (IF APPLICABLE) _ �___-�- - a° BASEMENT 4" GRAVEL BASE — I f I t g„ NEW (3) #5 HOR. )/411 REBAR UPON (3) #5 NEW 24"x24"xl2" HOR. REBAR (6 TOTAL) DEEP P. GONG. PAD O.D. SGH. 40 HOT FTG. (MIN. 4,000 PSI) COMPACTED FILL DIP GAL\/. 5TL. COL. (ASTM AI23) AS PER PLAN WELDED TO PL. r STEEL COLUMN FOOT I NO DETAIL ST 8BASE' PL K A-401.00 SCALE: 3/4" = I'-O" O O /(4) 1/2" HOOKED ANCHOR INTERIOR: WOOD STAIR META I L BOLTS EMBEDDED INTO A-401.00 SCALE: 3/4" = I'-O" OOTING MIN. 4" w/ OVERSIZED WASHER AND END NUT SETUP 2'-0" LAP (TYP) BASE PLATE 'A' PROVIDE 3" (MIN) GONG. COVER ----------- +- - OF ALL REBAR WITHIN P. GONG. Z NOTE: I I II FOUND. WALLS d P. GONG. FTO'5. �PROVIIDAS PER 5TRA TION b' N ILINO I. IF FINISH MASONRY USED (SUCH T ___ _______-�__ 11 PROVIDE INSULATION REOUIREMENTSTYPICAL I FOR PLIIFFT, 4 STEEL COLUMN GAP BASE PLATE DETA I.LS 0 BLUESTONE) - MASON TO ADJUST - t -- BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE,. HGHT OF LANDING AS REGi'D TO I I I A-401.00 ACCOUNT FOR FINISH MASONRY I II PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. SCALE: 3" = 1'-0" 2. ALL HORZ.5URFACES SHALL BE PITCHED (WHEN APPLICABLE) —� SILL Li.l 0 1:48 AWAY FROM BUILDING -T FLOOR SYSTEM AS 3. FOR SLABS ABUTTING FRAMING, INSTALL I I j 11 NOTED ON PLAN UPON SILL SEAL UPON COPPER T SECTIOFN NOTES) !R COPPER FLASHING FROM 12"ABOVE AND #5 REBAR (TYP) R I I �) TERMITE SHIELD p ADJACENT TO SLAB, BED ALL FLASHING I TYP. ROOF CONSTRUCTION IN ASPHALTIC MASTIC 4^ I I NEW 5/8 HOOKED ANCHOR 4"P.GONG.SLAB -�}Q- „ (SEE SECTION NOTES) w/bxb 10/10 HW #5 BENT O F II II I BOLTS ® 311" O.G. W 3" 5G2UARE �Pyptk PROJECT: SSTAIR TAIR WID INA&E CALGULATION5: (T ) UFILL PON COMPACTED REBAR (TYP) ry i (' i WASHER 4 ENONUT SI RAFTER TIE R� py GRADE PROPOSED NEW AREA= 30.5 S.F. NORTH FOR K 30.5 5cj. Ft. X 0.17= 5.19 REBAR BENT TO ____a_= - I I t- S.Iq/3.1= I.1 VERT. FT. OF 2' DI.A RING REO. SLAB AS SHOWN =� =_=— — , I I ° 1j a ESTATES — LOT 3 PROVIDE (I) 2' DIA. X 2'-O" DEEP STORM • y j\\/\ WATER LEAGHINO SYSTEM i • ��! \ \/\\/\\/\\/ V #4 HOOKED VERT. 11 G.J. AS PER PLAN REBAR ® 48" O.G. ell FASCIA BOARD GRIFFING STREET (U #4 REBAR ® EA. STEP;3" GVR ® ENDS c��'% • \\ \\\\\ \\ \\ \\ \\/ Ii iia es CUTCHOGUE, NY 11935 ° II BEAM AS PER PLAN \j CORNER CONNECTION <II a a \/\/ \/\/\/\/\/\/\/ Ir 10° ,/ \\/\\ \/\\ \\ \\/\\/\\/\\/ ASPHALTIC DAMP Ile. GRADE DRAWING TITLE: .//i / / / FROOFING TO EXTERIOR Il,° "51MfXiON" PG64 LANDING i /\/\/ COMPACTED /\/\/\/ O NEW SIMPSON LU526 MIN. . �� \\ \\ \ \ \ X I I I I (FOR 3 PLY BM) „ _ iq�/ FILL /\/\/\/ ll GALVANIZED JOIST DESIGN DETAILS X • i�'� „ SIMPSON BG52-2/4 HANGER \\ \\,�\\,\\,\\,\\ \\ \\ \\ \\ \\ O #5 REBAR (TVP) 2-O LAP j1 a - (FOR 2 PLY BM) T d ig \ \ #4 REBAR ® I O"/\ \ \ \ \ z O - 4" P.GONG.SLAB w/ 2"x4" t $ i�/ /\\//\\ \\O.G. (MIN. 5) \/\\//\\//\\//\\//\\//�/ LL (TYP) 11 b"xb"-lo/l0 W W.M. KELL YWAY ,�;��% /\//\//\�/�y/�y/�y/�y/\//\//\//\//\//\ UPON C.OMPAGTED FILL •. . i i/ / / / / / / / / / / / / / / �� \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ U) P• CONC. FOUND. 4,000HALL 4'DRAIN CONNECTED \/ O ——————t— +——fi————————— (MIN. 4,000 PSI) TO EXIST.MAIN LINE \// \ \ \ \ \ \ \ O %L�/ / \/\/\/\/\/ NOT _ /\/\/ r-------------- I O" 1 PAGE: / / / / / / / / / / I 4----=---=- ----__--_- 1 �.� \\/\\/\\/\\/\\/\\ ALL P. GONG. \/\\/\\/ --------�_==k-- -------- - 91 \/ �• ? \/\/\/\/\/\/ SHALL BE /\/\/ I I #4 HOR. CONT. RMAR ® 11 \ 4,000 PSI (MIN) / I I I II TOP,MIDDLE, d BOTTOM OF II vz- #4 REBAR CONT. ® 10" O.G. (MIN. �i) it �\ \\ �\ \\ \\ \\ \\//\\ \\ \\ \\ I I j II WALL (3 TOTAL) II C'S a P / / / / / / / / / / / / / / / / i e II - 0 :1000 (u #4 REBAR GON r. I �\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ———I ——I�——— ——————— 91 /\/\/\/\/\/\/\/ ----- I I °.I(• a - p P.T. POST AS #5 BENT REBAR® 12 / \//\//\// PER PLAN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I //\ \ P. GONG. CONT.FTG. - - 5" THK. P. GONG. WALL \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ a I I I I� (MIN. 4,000 PSI) °.ii — — DATE: 07/13/22 12 OF 17 \ \/\ \/\/ Q^� I I — — / / / / / / / / / / / / / / / / (I) #4 REBAR CONT. \ \F�\��\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ a I I I #5 BENT REBAR(TVP) (3) #5 HOR. CONT. REBAR Ij �/ \/\/\/ \/\/\/\/\/\/ p I „ ,Il \/�,\�//\/�- //\//\//\//\//\//\//\//\//\//\//\//\//\//\// 4 P. GONG. SLAB 1 ° IS" WIDE x 12" DEEP \ .\ \\ \\� \\ \\ \\ P. GONG. FTCi. \//\\//\\//\\//I \\//\\//\\//\//\\//\\//\\//\\//\\//\\//\\// "51Mt'SON„ i I I I I — POST BASE PER E[)A (2) #5 HOR. REBAR I I I I n v e POST SIZE I 6 MIL POLY .,_ M - MOISTURE RETARDER— c', = _ p EXTERIOR MASONRY STAIR DETAIL 4" GRAVEL BA5E- .:m • — P.T. DECKING �t(J I - PROV. GLEAN A-401.00 SCALE: 3/4" = I'-O° GOMPAGT FILL- P.T. D.J. AS PER PLAN 1p 74 O 'T' CONNECTION � , REBAR OVERLAP DETAIL FOUNDATION WALL DETAIL A-401.00 - A-401.00 SCALE: 3/4" = 1'-0" 8 COVERED PORCH DETAIL SCALE: 3/4 - 1'-0-- A-401.00 SCALE: 3/4" = I'-O" 0ENERAL SYMBOL KED' : EXISTING TO BE DEM01-15HED NEW PARTIAL HEIGHT 1 WOOD FRAME (L.6. STL. ^ a EXISTING TO REMAIN WHEN APPLICABLE) I1 NEW W HOOD FRAME (L.6. NEW FOUNDATION ALL W 5TL. WHEN APPLICABLE:) l � '� � NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V N HOOD FRAME (L.G. 5TL. ® POST FOR 4 WALLS WO m WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL � P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED }. WOOD FRAME (L.6. 5TL. WHEN APPLICABLE) DOI . Z .cued' � N 0 o :t x0 . I I 4-)P.T(22x10" TfBG OL L DROPPED BM. L — J DROPPED BM. Q n � I A o � p J �I I� L (2) 2"x10" P.T. (2) 2"x10" P.T. L I J DROPPED BM. L L Q DROPPED BM. L I J 1 , U T 01- I U .- - d� p iq J Qa xpll 4J m — - - - - - - - - — - — — — — — - - DRAIN � o . SLOPE ❑ I O ' •.. _�O MECH. e z ROOM ® n 46 SO.F.T I • •II U- F_ -1 f -1 (2) 11.8'75 2.OE 6-P LVL _ 2DROPPED 61RDER 2)11.875 .0E 6-_P LVL 1 9 1 _— _ _� _ L — -1 DROPPED 61RDER L — -1 L -1 �Ivp o I I : T • I I • I •. I � I . I I : I I : I II I ; I r - -I L - -1 i I r-- - - - - - - — — — — I 71 -2 — —4 — L— — — —I • (5) 875 0E 6-P LVL (5) 11.875 2.OE 6-P LVL (5) 11875 2.OE 6-P LVL (5) 11.875 2.0E 6-P LVL DROPPED GIRDER L J DROPPED GIRDER L — J DROPPED GIRDER I - — L DROPPED 61RDER — — — — — — — — — (2) 2"x8" P.T. HDR I . I a � I I •. : W OIL- L _ o � ' - - V BASEMENT u�i Q I V L_ - - — - - - - - - - - - I �_ UNFINISHED UNHEATED 1865 50.F.T m Lc u L al '' W � e. l III Io IL 2.0E (5) 11.875 2.OE I _ ry I I W - --- - - �� 9 I _ 6-P {� (5) 11.875 2.OE F_ -1 (5) 11.875 2.OE i DROPPED _ 6-P LVL 6-P LVL a 2 GAR GARAGE � IL I I DROPPED L — -1 61RDER DROPPED 6 -DROPPED ( SLAB ON GRADE ) I I 61RDER L _ -1 61RDER L _ -1 61RDER PROJECT: . ( ••: I I I I I I I • I I � L - —1 NORTH FOR K o= p I ESTATES - LOT 3 au, o � I I I I I , p IL ic t" o x � -- O p� N O iv I • : TRP. �.� o0= �I ,'s I GRIPPING STREET • 1 1 , I _� ILI CUTCHOGUE, NY 11935 I ' I I I I DRAWING TITLE: - - — I PROPOSED STRUCTURAL PLAN L�— - - — — — — — — — - — — — — — — — � 1— 1 .•. I �Q I : — — — — — — — -- — Tin ®d p PAGE: IQ ry in 2 xl0„ P.T. DiZO-PEED BMi ( ) 2 xl0" P.T. DROPPED BM. S-101000 L — 1 L' P, DATE: 07/13/22 13 OF 17 RSD ARC R% M. pp ��, V FROPOSEI7 FOUNrI )ATION STRUC..TURAL FLAN � 1/ ` I` a SCALE: 1/4" = I'-O" N4 ., ;' � -� nom;7 t5 3 0 F0S N- 0ENERAL I I "150L <E"*r : : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) EXISTING TO REMAIN p ----{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu 5TL. WHEN APPLICABLE) -J C6 11 M NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURALV Q WOOD FRAME (L.G. STL. POST FOR 4" WALLS VV o WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED a_, W WOOD FRAME (LG. STL. WHEN APPL I GABLE) 0 .c: Z 0 cu CV O �-' i -r- O 4 C9 -J CV c6 Lo Q 0 O WOOD DECK n 20'7 50.FT. W T U - (5) 1.15 x 11.5.75 HDR TRP.POST LVL HDR TRP.P05Tt�l pW TO HDR. TO HDR. + N U c dxc O /1 • U < O � �1u Vn 1J o KITCHEN a $> a. W 0 215 50.FT. Q v z d Q GREAT ROOM ;fl tu 281 50.FT. to a Q GAS r F I REPLACE I = (5) 9.5" LVL DROPPED HDR., V HDR. HT. ( z N = TRP.POST TRP.POST DBL. POST TO HDR. TO HDR. TO HDR. w PAN. — _ _ ?5 x 1l.blp - 2 L'l x Il.b'1 N d�j 15.7 DRP. HEADER LVL FLUSH HD MUDROOM US O tD SQ.FT. — — — — - — - 3) 1.�5 x 11.515 -- m '13 5Q.FT. Q z -L-VL--HDR 10 Q i z tL w O e GL. N - BENCH w° O uu.�� R d BATHROOM DINING OOM OC ° 146.2 5Q.FT II ?/8" OPEN WEB ENGINEER TRUSS t 11850-T. if a z F.J. ® Ib" O.C. 10 � a DESIGN BY MANUFACTURE p N J ol x IL Q- z N Cv Q = Buz 0 tel, ZI ' zO tzD d w ° � N O ° / �� — — — — — W �� w(b tu0i �W / �� N E N0 T- ►L $ Q A x v §Z O 1 z[� 2 GAR _ - :7-11 ?/a" OPEN WEB ENGINEER TRUSS alai GARAGE ) - 5 -� F.J. ® I6" O.G. 50.0 5Q.FT. - — DESIGN BY MANUFACTURE p uno J Q®� _�(2) I1.515 LVL FLUS DBLPosT O. to = � I I I I I I TO HDR. a _ - - - (2) 9.5" LVL FLUSH HDR., — — — --- _ PROJECT: (2)i I Lb�15 LVL FLUSI 4 DBL. POST _ _ i TO HDR. NORTH FORK �' 17V- u ESTATES - LOT 3 FOYER JOIST HANQER OTE: 52-77.1 SQ.FT. PROVIDE HAN6ER5 TO ALL F.J. AT FLUSH BEDROOM HEADERS. 236.1 G R I FFI N G STREET SQ.FT. i 0 XV CUTCHOGUE NY 11935 (2 HDR a' HDR II '1/b" OPEN WEB ENGINEER TRU55 O N (2) Il a'15_LVL HEADER \ I / _ (2) 1815 L L HEADER\ I F.J. ® I6BATH " o.G. ?ax DRAWING TITLE: — — — — — — — — — III \ 42 SQ.FT. DE516N BY MANUFACTURE — — — fP J (2) 2"xa (2) 2"xa" „ PROPOSED STRUCTURAL PLAN wooD (2) 2'xa HDR PATO HPR --tib 123.4 SQ.FT. PAGE: 9.5' LVL QJRDER - - - -E3_.❑ S-102m00 DATE: 07/13/22 14 OF 17 RED ARc�i � pad < �•1 . 0 PROPOSED F I RST FLOOR STRUCTURAL PLAN SCALE: 1/4" = I'-O" �)�,� 0 l5EI ERAL: I M50L <E)" : _ EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. Q WHEN APPLICABLE) EXISTING TO REMAIN NEW WOOD FRAME (L.6. NEV l FOUNDATION WALL J I— � 5TL. WHEN APPLICABLE) cu \ I Cy) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURALV 1 WOOD FRAME (L.6. 5TL. POST FOR 4" WALLS VV =) Lo WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUCTURAL O O P05T FOR 6" WALLS), U.O.N. - 7 O NEW 2-HR FIRE RATED , WOOD FRAME (L.6. 5TL. WHEN APPLICABLE) - 00 Z O .O c :3 N 0 O } Lo � O � N c>3 Q 0 � O W L.. _ _ P _ �. (2) 2"x8" HDR (2)778" HDR POST TO RAW\/E U •- i I W I I -�--� m P05T TO RIDGE 1 ABOVE BEDROOM#2 BEDROOM#3 c 7^'�1 ( 183.8 SQ.FT. 258.6 SQ.FT. vJ 2"x8" G.T. G.T. ® I6" O.G. I Q 9 FEET ABOVE FF I I I POST TO RsOV ABOVE n s (2) "x8" HDR (2) 2"x8" HDR (2) 2j"x8" HDR W I.G (2) 2"x8" HDR I 33.8�.FT. I I I GL. L LAUNDRY _ _ L — 33.8 OSQ.FT. ® � GL.. 2..x8.. G.T. 9 FEET ABOVE FF ry tL� O U I BEDROOM #4 I > F- U O= U 260.9 50.FT. P RIDGE ®OST TO � 9ASQ T' POST TO FAMILY ROOM (Oq�z v ABOVE w N ABOVE 229.9 SQ.FT. O GL.tL _ — — --u~ — a IL (2) P05T U P05T TO POST TO TO HEADER RIDGE RIDGE 44;;: ABOVE ABOVE NEW 2 I."15"xII.8T5" 6.P,_ TRP.POST 2.OE LVL FLUSH HEADER TO HDR. I P05T TO I Q BONU5 ROOM RASOVE w FINISHED 871 (2) POST_// — — — — — — INSULATED — — - TO HEADER 0 O TRP.POST 259.9 SQ.FT. I v TO HDR. -3- - - BATH#3 104 50.FT. 2"x8" G.T. ( a FEET ABOVE FF ~ (2) :2"x8" R Q O _ I (2) 2"x8" HDR (2 2"x8" HDR (2 2"x8" HDR I L--7 PROJECT: POST TO I NORTH FORK RIDGE I I ESTATES - LOT 3 (2) 2"x8" HDR (2) 2"x8" HDR ABOVE I -- - (2) 2"x8" HDR (2) "�t8" HDR (2 2"x8" HDR - - - - - - - - - - - � GRIFFING STREET - _ - __ _ _ - - - - - - CUTCHOGUE, NY11935 DRAWING TITLE: PROPOSED STRUCTURAL PLAN PAGE: S-103m00 DATE: 07/13/22 15 OF 17 APC 10 FROPOSED SECOND FLOOR STRUCTURAL PLAN Q SCALE: 1/4" = P-O" (S}� t~ 0F N��1 (5ENE AL_ 5)00"��B0L <E),00' : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) p NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu 5TL. WHEN APPLICABLE) u NEW I-HR FIRE RATED © MIN. (2) 2"x4" 5TRUCTURAL VQ WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" 5TR.UCTURAL O O � POST FOR 6" WALLS), U.O.N. _ O NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) a .� c � N O p t ' � O � c CV cu a 0 - - - �- - - - - - - - - - - - - - - - - F - :3 4"x3" ALUM. 70 DOWNSPOUT 4 DOHN TO SPLASH 6UAR0 U . GRADE TYPJ DOWNSPOUT (I I M DOWN TO I I I �J 1 1 1 DRYWELLS G'RADE (TYP) 2" x 8" R.R. I • + 2" x 10" R.R. 2" x 10" R.R. I I ® Ib" O.G. I 4:12 PITCH q:12 PITCH 4"x3" ALUM. q:l� PSH VOMSPOUT DOWN TO W I SPLASH GUARD ® GRADE (TYP) I 2" x 10" R.R. 2" x 10" R.R. / I ® 16" O.G. I ® 161, O.G. / \ / \ 10:12 PITCH \ / Q 10:12 PITCH v I� 91 x � n IQ (2) q.5" LVL HDR — — — — NEW(2) I.-rs°x11.8-rs" 6.P. 2.OE LVL RIDGE Ea T I tj / \ I N _ I ` �x p v I Z 4„x3 ALUM. ® - - ' - LL w DOWNSPOUT I x SPLASH O x DOWN TO (2) 2°xl2" RIDGE — — — — — — — O \ p j I ® = J I ( GUARD ® (\ / I p S,, N V GRADE (TYP) I 0 x /Y it O O o w A In- \ I I o N / I z \ I 2" x 10' R.R. 2" x 10" R.R. CP m ' ® 161, O.G. A n � PROJECT: � T I 12:12 PITCH 12:12 PIS J NORTH FORK N I DBL L\/L1 ESTATES - LOT 3 (1 p POST TO ® _ RIDGE I x ID O - - - - - - - - -- - - - - - - - - - - - - - - - - A I GRIFFING STREET 4"x3" ALUM. DOWNSPOUT CUTCHOGUE, NY 11935 —1 DOWN TO® N a` -- - — — — — — — — — � SPLASH N X ! -0 i WARD E r7YPJ DRAWING TITLE: 4"x3" ALUM. DOWNSPOUT DOWN TO PROPOSED STRUCTURAL PLAN SPLASH — p -H — — — - — — — — — — — — — 8 — 6UARD GRADE (TYP) 4"x3" ALUM. --\ 4"x3" ALUM. DOWNSPOUT DOWNSPOUT DOWN TO Dom To PAGE: SPLASH SPLASH GUARD ® GUTrER HIGH GUARD GRADE (TYP) POINT(TYP) GRADE (TYP) S-ml04m00 DATE: 07/13/22 16 OF 17 D Arc FROFOSD ROOF RM 1NC PLN ' '� ��n t 7 SCALE: 1/4" = P-O" (p 1, 037A b �O 9TH OF t4 -� a Q 0 Lu w Jcu (') Q +-J E O 0 cz0 .cu cDN 0 0Lj ' -r— 0 4 4-J N ca a 2: o 4-J -0 U •- 4� � 4-J m U O 4"IRESFI AIR VENT J I L THROUGH ROOF U I U U Q 4 I I I I I I I LAUNDRY BA17HROOM 5 BATHROOM 2 2^ _ BATHROOM 2 BATHROOM 3 LAUNDRY NOTE. ALL i _-i 2" LOCAL PLUMBINE I TGODE FUEL 6A5 L�WNDRY ( 1 WORK r__- 2"� I I I I I Q° I Q° I ?I SHALL CONFORM 12' I 12' I I 3" PROVIDE'ABEAM" OR EC FR p O I 14 I I B I 14 TO LOCAL PLUMBIN&GORE t s I I I I I I I EXPANDING FOAM'(OR EEVAU Y Q: ; I I ; I - FUEL GAS I I I I AT ALL PENETRATIONS IN FIRE I !X U I j� I j� I Q4 U I I; LEGEND RATED WALLS AND �j ;I ;I .; W'• I WX'• f PLOORS/CEILINGS. PRODUCT F-1 ?I i= ?I In ?I I= ?� IU =I I- �I jU HOT WATER �i ISfIOWER 1 I I5HOkC-R I 2" CONFORMMAAA TO ASTM E 514, �I �I �I SHOI^iER n I .n I SHOWER F-----�SUPPLY PIPIfV6 PENETRATIONS, I 1 I Y ASTM E 84,AND UL 14'74 4 _ • ._ - -I !- -I !- -II !- nl¢reR I. PROVIDE'ABESGO FP200 FR G.O. 2 3' 2 ------- I ---- }�'----------------- --- I ----- &------- COLD WATER EXPANDING FOAM'(OR EOUAL) G.O. .._..____y-..-. .._..-.._ ._..g.._.._.._.._.._.._.._.._.._____ ._.._ __.._.._., _ .._.. .� _ _ —IY AT ALL PENETRATIONS AT WALLS SUPPL AND FLOORS/CEILINGS. BATHROOM I KITCHEN HALF BATH BATHROOM 1 ! f 2.PRODUCT CONFORMS TO ASTM E HALF BATH �; I KITCHEN gE-� � PROVIDE ALL IFIR 514,ASTM E 84,AND UL 14'19 PRy ALL PLUMBING WORK ! EX N&FOAM' ATIONS IN FIRE _ , SHALL CONFORM TO 2^ _-T- -'� LEGAL PLUMBING GORE Ipz I RATED KALAND RATERS/ LSN6A. PRODUCT KITCHEN LLYIN& 2 ---�- I a 2" 2"_ _'-r I I CLEAN OUTI I p�q� ! CONFORMSS TO UL E 9 14 O ROOM B I 12^ 12^ I S AS REOV F j I j t- IL IL I I I PROVIDE F.A.I. LLI j3 u U I j; I I; Qa Qa I ;�_ ! I FIREPLACE W.G. W.G. A =1 'UI U .; '{ 3 �U I IL VENT I- " I I I-�" I- " I ISHOWER I-�" f i= n I I_ 1 Iry I jU I jU I I I TUB ply i\vl j nl i "�vigall' SHOWER i DW I ! v to G.O. 3" 3• 2 2 I ---- ------=-- --- ---+"------ - -- ---� ----------------� RANGE "-'- REGw\TOR Z ___- ! __.._..- .._.._.._..�y.__ .._.._.. .._.._.. .._.._.._.._..�._.................. .._._. W G O. 4 GAA 5UPPLY 0 4•HOUSE j MAIN DRAIN G.O. I ! TO STREET U - �KATER MAIN TO 6A5 `F- TO SEPTIC j j .._._.._..� F MAIN m SYSTEM n 17T SEG. Q FL. FL. - FURN. PROJECT: NORTH FORK ESTATES - LOT 3 FLUME31 NC RISER - r7)RA I N / NASTE / VENT FLUME3I NC RISER - SUFFLY CAS RISER - SUPPLY' SCALE: NTS SCALE: NTS SCALE: NTS GRIFFING STREET CUTCHOGUE NY 11935 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-101 moo DATE: 07/13/22 17 OF 17 o