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HomeMy WebLinkAbout48300-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT ` TOWN CLERK'S OFFICE a SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48300 Date: 9/16/2022 Permission is hereby granted to: Baxter Jr William 6915 SE Harbor Cir Stuart, FL 34996 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 720 Griffin St., Cutcho ue SCTM # 473889 Sec/Block/Lot# 102.-5-9.8 Pursuant to application dated 7/19/2022 and approved by the Building Inspector. To expire on 3/17/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,544.80 CO -NEW DWELLING $50.00 Total: $2,594.80 Building Inspector rr TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.soti-tholdt �Y Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only LP 11 R r P u PERMIT N0. i Building Inspector: JUL 1 9 2022 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner,an T0VVN0FS0uTH0LD Owner's Authorization form(Page 2)shall be completed. Date:07/19/22 OWNER(S)OF PROPERTY: Name:Robert Fischer SCTM # 1000-102-05-9.8 Project Address:Lot 2 Griffing Street, Cutchogue NY 11935 Phone#:631-767-9933 Email:RFIS641 1 00@YAHOO.COM Mailing Address:Lot 2 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 =mail- portillo@amparchitect.com CONTRACTOR INFORMATION: Name Mailing Address:. Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ANo 1 PROPERTY INFORMATION 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 *No IF YES, PROVIDE A COPY. 8'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 15 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Subrnitte Y i t'I�an11 i e Sar la AMP Architecture Authorized Agent []Owner Signature of Applica tt Date: 07/19/2022 STATE OF NEW YORK) SS: COUNTY OF� �I �I rV=^ Michelle Sarabia AMP Architecture being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)abov,aed, (S)he is the ( ' ntractor,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 owl dge and belief;.and that the work will be performed in the manner set forth in the application file therewith. „ BARRS RA H. TANDY Notary Public,State Of New York Sworn before me this No. 01TA6066001 Qualified In Suffolk County day of 2 Commission Expires 01/13/20 a 3 Notary Public PROPERTY NES AUTHORIZATION (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 C�J( Generated by REScheck-Web Software Compliance fiance Certificate Project North Fork Estates at Cutchogue - Lot 2 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 s emb res 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" D.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 2 Report date: 07/19/22 Data filename: Page 1 of 2 j Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter 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 consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed buildin en designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web ayynd to comply with the mandatory ireme is listed in the REScheck Inspection Checklist. Name-Tltie Signature Da teame-Tltle� e e C ARC r OF 1v Project Title: North Fork Estates at Cutchogue - Lot 2 Report date: 07/19/22 Data filename: Page 2 of 2 C201l8 IEC,C �Energy NJ/ Efficiency Certificate Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.30 0.40 Door 0.30 0.40 Heating System: Cooling System: Water Heater: Name: Date: Comments ------------- pl!ne + uB!s@C] ----------.............. X US 0 ..................... P dV 0331 V �UOWUV I @jn;oej!qOJVd 14V is ............................... ------..................... ...... ------------------ - Igo H ............ .............. in, -----------w-, --------------------------- - s n c <z K jai Uh ............................ 'QUIP 'a SIR- A H 01 02 lw;i�1���Y;!H "I�-1 a., w 1 0 x ;0 i I I! W I! A h 9 IR AW ww 53 05 MIN ROM" to; is up.Ulm 1PHY1 ROA W HJ'Mann M N in H un sly gyj joug, 11 WA;9 sul 0HURIM ON SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION ® PROPOSED ACCESSORY STRUCTURE W PROPOSED 2ND STORY w ♦ '- N Lo C) ' w v• moi/ VACANT LAND O w � � O 165.0' Of } 5 40015'20" E _ - - - - _ _ _ _ - - - - rpm it A V RI H F R I E I AIL�l I I .c Z L I w EL=31.1' � � U N Lo � �;o , Mfr Mr �y r.R ' '� ��." g'.��•� c �'` � 1 - '' �r� 'f � r� C O � .. � t . ' ��II,?/a. irl0:� tri t" 9X ° ; � f i Q �- c N m+F , ' � .� ;f,�. �"' �� FADE E o Z I J. ..tom ,. `.t_r' t� f t i �•. ,`t �w'4W};. r, ee>T` .'l a' -d'f +'' ;-_ �' • - __ s� _-- Y. .. > - y e�.RY +C - (5-001 .00 PROJECT LOCATION &SCOPE 14 N i` * "y ,c.,Y r':. -` v i .A.Via► . . r. d, d ! '�'. a+p „�, y. `e SITE PLAN & ZONING DATAKI - •" A''v+ ?e w�,�A a, ` :r ..� ,� "' * ,+'�v' vr.l;':I'•�y "ra ', �`e SUBJECT PROPERTY .'+��:�✓ �i.� ;� ^!'"�, � ".�. �f, •„"'q• , -A,�►' '.� '; - ; `�3-1 r*' �`.,. �- GENERAL NOTES Q� m ENERGY TABLE 50' REA YARC� 5ETBAGK - _ _ I ;;� '�'✓ a .' � �' R" '' +ra %4; ' ,' ` 'y f_�: sr - - - - - STRUCTURAL DESIGN � ' _"�► �'"�� �.rs�°� ° "`''°��/ `..:�, �;:��� � � CHARTS i ^ .s ,, i i �'" , � loll �` '!„"al'•t .t 17.3 I I � �'�� • ._ � - � h � •� ��^3°- '�. �. .� ''`�� C-7-OOJ.00 HOEDOWN, ANCHOR BOLT, � -t'- '}./��y.* , "`�r, ,fit •w • _m�,.8 .r "4'�'` .- , I I _ � 3 0 �"? �� �J v'4.« "�' ,a ,1. ,��p, ic' � _ .�� ''r "�'li', �.d< �, 3 o PROP. `4' f',, " '"; Kr ,,� � /��, `` ;� �' STRAPPING, & NAILING DETAILS U J WD. DECK n ?w z M ..3rt •` , #r , ., r` .''*` '¢+»' '' 't►�r , ,.. .s�- FASTENING SCHEDULE Z z I 111 J I-- d ,.•f ;'` /+ '9r �` �" ! d I I DRY\I T 33.0' o -QQ •QQ FRAMING GRAPHICS Q ' LOCATION MAP w�� I \��LL/ = DRY \I �, o m z BEAM CONNECTION PATTERNS (� o m z I I dj \�^IELL Q I ( 0 SCALE: NTS FIREBLOCKING DETAILS I->- o � tu A- 10 1 .00 PROPOSED FOUNDATION PLAN v I I / 17.5 6.0' v / PROP. 2-STORY WD. Q Q ---- FRAME DWELLING H/ 10.8 BASEMENT 8 GARAGE -- (4 BEDROOMS) I I A- 102 .00 PROPOSED FIRST FLOOR PLAN o - FROPOSED NEN 2 STORY ND. FRAME DNELLINC N/ 5ASEMENT Q F.F. EL.=29.4' N GARAGE SLAB EL.=2'1.'1' N C ARRC F- Q I I I �D i6 I Q�•QQ PROPOSED SECOND FLOOR PLAN 17.0' 25.6' i I I I 17.4' PROP. ,7.3' 45.0' COVERED (n I I I PORCH I lu �p[HTEST OLE F R O�E C T DATA : I I I� CEL.-28.4 -�® I •QQ PROPOSED EXTERIOR ELEVATIONS - I�- - - - - - O I 1 O i j 40' FRONT YARD SETBACK I 1 PRO.JEGT / ZONING DATA - - - - I I R TAX MAP # 1000-102-05-9.8 z I IQ I - A-202 .00 PROPOSED EXTERIOR ELEVATIONS - I ,z-a I v j - iv � ASPHALT ZONING DISTRICT HB / NO O I I �1 o DRIVEWAY LOT AREA 0.6 ACRES d1 o 1 1 / IDS O I o f w I - I I SUFFOLK COUNTY HD APPROVAL REQUIRED 4 lu I w° I I - -�O .®O BUILDING SECTIONS m 21 iv I ----- ------- v EL=21 3' u�i PROF. I m I PROP. PROP. I PROP. f HABITABLE SPACE PROPOSED z STREET I R I STREET STREET ( STREET EL=26.8' I �p w (f -�E I I TREE TREE I TREE BASEMENT AREA - 2 142.52' a I Q i a I a - -�02 .®® BUILDING SECTIONS 0 FIRST FLOOR AREA 1,770.0 S.F. N 39°38'20" w - - - - 1 - - - I65.o' _ _- DESIGN DETAILS SEGOPdD FLOOR AREA 1,739.9 S.F. I TOTAL BEDROOM COUNT 4 w GONG. WALK I DESIGN DETAILS o I GONG. CURB - 1 I LOT COVERAGE PROJECT: I DESCRIPTION (FOOTPRINT) AREA � LOT �- ® •®® PROPOSED STRUCTURAL PLANS NORTH FORK R I F F I N C S T R E E T I COVERAGE ESTATES - LOT 2 TOTAL LOT AREA 2-7,393.0 S.F. I PROPOSED HOUSE d GARAGE 2,4'19 S.F. 9.0% �j- I Q� ,®Q PROPOSED STRUCTURAL PLANS I PROP. WATER MAIN ® STREET PROPOSED COVERED PORCH 114 S.F. 0.496 FING STREET -------------------------------------------------1---------------------------------------- CUTCHOGUE, NY 11935 PROPOSED WOOD DECK 207 S.F. f 0.5% TOTAL AREA OF ALL STRUCTURES 2800.0 S.F. 10.2% �j- I Q�•QQ PROPOSED STRUCTURAL PLANS DRAWING TITLE: "MAXIMUM LOT COVERAGE ALLOWED - 20.09b PROJECT LOCATION &SCOPE S I T� PLAN - SITE PLAN &ZONING DATA 5CALE: 1" = I5'-0" •QQ PROPOSED STRUCTURAL PLANS REQUIRED SETBACKS - MAIN BUILDING PAGE: •QQ DWV/ WATER SUPPLY RISER REQUIRED PROPOSED COMPLIES G-001m00 GAS RISER FRONT YARD 40.0' 46.2' YES SIDE "ARD 15.0' 45."1' YES DATE: 07/05/22 1 OF 17 BOTH 51DE YARDS 35.0' 97.6' YES II r REAR YARD 50.0' YES SITE LAYOUT NOTES: D/�R�' F' I. THI5 15 AN ARCHITECT'S SITE PLAN $ IS `�'� ' ( r� f,0 y SUBJECT TO VERIFICATION BY A LICENSED �� , - SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THEG ARCHITECT'S BEST OF KNOWLEDGE. ` »'ezaP 2. SURVEY INFORMATION WAS OBTAINED [' {� -I ;� k- AND PREPARED BY:TED MARGH3 2022 a37 5ECCAFIGO LAND 5URVEYIK PG. JUL 500 MONTAUK HIGHWAY MORICHE5, NY 11955 ! "F :tea (631) 878-0120 N' ILN s UT! 1 O .1 OF SOU T'! CARPENTRY WOOD FRAMING MATERIAL STANDARDS a \ / I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 4 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE FOUNDATION, CONCRETE,AND MASONRY AE35RE Y I ATI ONS a- NOTES Sim G I I GST I ON5 I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION AS IT OTHERWISE NOTED. PR ANY MATERIAL N. METHOD OF E SHO N, ANDTION NOT AUTHOSPECIRITY HA APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE Q IT IS THE GONTRAGTCN2'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDER PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING -- TOEEIHER AT ALL TIMES. IT 15 ALSO THE GONTR4GTOR'S RE5PONSIBILITY 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 SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF BD. BOARD INSUL. INSULATION SPEEOIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. W GREATER 5TRUCTURA.L SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BFE BASE FLOOD ELEVATION INT. INTERIOR 3. SILLS TO BE P.T. AND 5E0URELY FLASHED WITH A TERMITE SHIELD,AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT 2• ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL __- W BLDG. BUILDING K KIP5 (1000 LBS) GENERAL PROVIDE SILL SEAVINSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (I) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT.,U.O.N. ' _--= � 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEICHT5 WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND TH15 P5 FORMAT,A5 APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). BM BEAM MANU. SPEC.'s MANUFACTURER'S SPECIFICATIONS 4. AT FLUSH FRAMING USE I6 GA6E METAL JOISTS HANGERS BY "TECO" OR 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLE55 Q +' 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, OTHERWISE NOTED f B.O. BOTTOM OF I�AX. MAXIMUM � *C N ALL DIMENSIONS, CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JO15TS,STRJJGTURAL COMPOSITE LUMBER, -- � Lo O STRUCTURE/51TE SHALL BE FIELD VERIFIED BY 6ENERAL CONTRACTOR. 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRU55E5, 6YP5UM, HARDBOARD, AND 5TRUCTURAL 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. BOT. BOTTOM MECH. MECHANICAL .. 0) (p FLOORS,ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING - O 3. ALL WORK SHALL CONFORM TO NA1"ZONAL,STATE,AND LOCAL GORES RULES SPECIFIED IN I.I THROUGH I.B. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM = -0 � O AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS, UNTIL 151 TIER OF FRAMING I5 IN PLACE. w U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, G.J. CEILING JOIST ��NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 �- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED 7• FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. - -_ � C Z V_ OF THE OWNER/BUILDER 7. ALL BEAMS, CIRDER5,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION A6ENOY COL. l COLUMN NYC BG NEW YORK CITY BUILDING CODE �p N WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES,ETC. TO BE FILLED _ _ 5. ANY OM155IONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SOLID WITH CONCRETE. CONT. CONTINUOUS 1 O.G. ON CENTER a U SHALL BE CLARIFIED WITH THE ARCHITFOVEN&INIEER BEFORE PROGEEDIN6 &RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q• ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. 0 0 -++ ,_ WITH THE WORK. q. ALL HOOD SIH LS AND HOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. DOUBLE OCG. OCCUPANCY REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. _ - --- -- - �� - JC 0 -I-' P.T.T 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENGTH AT 28 _#_j C> 0 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION UNLESS APPROVED BY THE ARGHITECV/ENGINEER. DAYS OF 4p00 P.5.1., U.O.N. C 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET Q 0 � 0 ON PAGE 6-003. GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL 6LUED LAMINATED DIM. DIMENSION P. GONG. POURED CONCRETE n \ `- 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. II. GONG. SLABS L REST ON MIN. RI 6 FINE GRAVEL OR SAND WITH ____ _ - w BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN b MIL. POLYETHYLENE VAP'JR BARRIER UNDER P.I.I. DECK JOISTS PL. PLATE APPLICABLE. 1.3. PREFABRICATED WOOD MEET THE: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. I FL 8. DRY WELLS AS REQUIRED BY STATE° AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM 05055 EA. EACH PLYWD. PLYWOOD 11. 5UB 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 FA5TENIN6 SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. 5TRUGTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (3) 50. F7. ELEV. ELEVATION P.T. PRESSURE TREATED DOCUMENT,THE COVERNIN6 BUILDING CODE AND ANY ADDITIONAL --- 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 �EQUIP EQUIPMENT ] EO'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. MAX.FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, _ o - M 32'-O" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING � RI RISER II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA 13. BLOCK EXTERIOR 5T11D WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES _ U --AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROV15IONS OF 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. [EXT. EXTERIOR RM. II ROOM UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. PERMISSION FROM THE ARCHITECT. ASTM 05456 STANDARD SPECIFICATION FOR EVALUATION OF FROM FOOTING TO 2" ABO/E FINISH GRADE. n \ m 14. PROVIDE 'X' CRO55 BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THI5 DOGUMEN, THE Ib. NO CONCRETE OR MASONRY WORK I5 TO BE PERFORMED IN TEMPERATURES F.A.I. FRE5H AIR INTAKE ROOF RAFTER of LTJ 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXCEED V-O" AND AT EVERY V-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 __ ____ RESPONSIBLE FOR DE51ON INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. OF 40"F AND FALLING,UNLESS APPROVED BY ARGHITEOVENOINEER. NO FARf FLOOR AREA RATIO BTL. STEEL 4--j15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - - + 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-003. 1.5. PREFABRICATED WOOD TRU55E5: ASSEMBLIES U51N6 PREFABRICATED F.A.V. FRESH AIR VENT S.V. SMART VENT WOOD TRUSSES SHALL MEET THE PROVI510N5 OF THI5 DOCUMENT, THE A HI ADDITIVES SHALL 9E PLACED IN CONCRETE UNLESS SPECIFIED BY ___ _ 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNING BUILDIN6 CODE,AND ANY ADDITIONAL REQUIREMENT5 AS ARCHITECT/ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DE51ON STANDARD FOR METAL PLATE RUBBISH,WASTE MATERIALS,TOOLS,ETC., GLEAN GLASS AND LEAVE WORK CONNECTED WOOD TRUSS CONSTRIOTION, THE TRU55 DESIGN DRAWINGS, 0. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEY� FIRST FLOOR ELEVATION TEMP GL� TEMPERED GLASS U BROOM GLEAN. 1.1. PROVIDE ALL NIAILIN6 AND 5TRAPPIN6 ADDRESSED ON PACE5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. WHERE EVER APPLICABLE. c 15. THE CONTRACTOR SHALL CARRY l,s'IORKMAN'5 COMPENSATION AND GENERAL 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. &YP5UM: GYPSUM MATERIAL USED IN A 5TRF.J. FLOOR J UGTURAL APPLICATION SHALL Iq. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE L 015T5 FTHK. THICK l LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNlE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 636 SPECIFICATION FOR GYPSUM MIN. 10" DEEP PROJEGTIN6 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. 1 FOUNDATION T.O.W. TOP OF WALL _) AND ORDINANCES. FLOOR SHALL NEVER EXCEED A ib" SPAN. WALLBOARD, ASTM Gal SPECIFICATION FOR GYPSUM LATH, OR ASTM G'fq PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK __ /� SPECIFICATION FOR GYPSUM SHEATHING BOARD. CONCRETE SLABS TO HAVE bxb 10/I0 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD < o Ib. THE CONTRACTOR SHOULD FULLY EsUARANTEE HIS WORK AND THE WORK OF Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AN1D STRAPPING � � __ - THE 5UB-GONTR.AGTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE G-003. I.-I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED 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. I6" WIDE x 8" I FR. FRAME TYP. TYPICAL (1 l 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED VJ ARGHITEGT/ENGINIEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT w/AWPA 622;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD __ _ -_-__ TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: FTG. FOOTING I[VERT. VERTICAL -I A6AIN5T ALL CLAIMS, DAMACE5,LOSSES AND EXPENSES,INGLUDIN6 METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD PLUMBING - ------ 1[ ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN& FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS 5HALL I. CONTRACTOR SHALL IN57ALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DW) GYP. ED. FSUM BOARD V.I.F. VERIFY IN FIELD 7; THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, LCSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROV151ONS OF U.S.DEPARTMENT OF COMMERCE SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC REGULATIONS. 15 ATTRIBUTABLE TO BODILY INJURY,51CKNLE55, DISEASE OR DEATH OR TO MANUFACTURER SUCH A5: HANGERS,MAILS, SORE1,45, FLASHING,ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE,DECK GONSTRUGTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 2• PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. H.D. HOLD DOWN W/ WITH ITSELF INGLUDIN6 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 3. ALL WATER PIPING TO HAVE GLEAN C7UT5 AT ALL CHANGES IN DIRECTION HDR HEADER WD. WOOD l Q WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. AND AT BASE OF VERTICAL WASTE PIPES. EMPLOYED BY ANY OF THE M, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. TRUSS JOI5T McMILLIAN IAE MIGROLAM HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. GEORGIA PACIFIC 2.OE C-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), KAFERBOARD ORIENTED-5TRANID 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER -1 PARTY INDEMNIFIED HEREUNDER. P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET FOOT. HOR. HORIZONTAL A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5GENERAL TRAP AND WASTE SIZES AS FOLLOWSUNLESS OTHERWISE NOTED: 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION . ,INGLUDIN6 ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - -- --- - - -- - 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 SINK........................................2" I I `lJU1� T I ®I `� FENESTRATION RLXU I RM I `t I TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, LAVATORY..............................................2 APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 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 PEIRMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY - TOILET........................................................3" AUTHORIZATION OF THE ARCHITECT/ENGINEER. I REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE - LAUNDRY .................................................2" PROPOSED DESIGN GORE PRESCRIPTIVE VALUE 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. - FLOOR DRAIN..........................................3" COMPONENT COMPLIES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 NYSECCC) NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH 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 AM4.1 CELLULOSIC THROUGH ROOF. - -_ _ EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR MAX. U-VALUE = 0.32 20. CONTRACTOR TO REMOVE # RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. '1. PROVIDE FR05T-PROOF H05E 5155 WITH EASILY ACCESSIBLE DRAIN d U-VALUE = 0.25 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. DRAIN GOOKS AS REGIV. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW FENESTRATION U-VALUE AIR LEAKAGE = 0.30 CFM/SF MAX. AIR LEAKAGE = 0.30 CFM/SF YES 1.8.5. STRUCTURAL PANEL 51DIN6 STRUCTURAL PANEL 511DIN6 USED IN PROTECTION. PER R402.4.3 d TABLE R402.1.4 - CLIMATE ZONE 4 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. --- -- SPECIFICATIONS,UNLESS NOTED OTHERWI5E. MIDDLE ONE-THIRD OF THE STUD LENGTH.NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED CEILING R-VALUE R-4q BATT INSULATION N TECTI BOREDROO . MIN. R-VALUE = 4q - THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- I), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL WITH BACK FLOW PPER TABLE R402.1.2 - CLIMATE ZONE 4 YES 22. PROVIDE FIREBLOCKIN& AS PER NEN 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. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL -LL __---A,L -- --_- -- 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED ACAIN5T ANY NOTCHES AND HOLES SHANOT OCCUR IN THE SAME GRGU OSS-SECTION. HEALTH DEPARTMENT STANDARDS AND RELATIONS. MIN. R-VALUE = 4q L CEILING R-VALUE R-4q SPRAY FOAM INSULATION YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2.2. FASTENERS AND GONNEGTOR5: ALL FASTENERS AND CONNECTORS SHALL I PER TABLE R402.1.2 - CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR - _ -_ CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, TO CONCEALMENT OF PLUMBING. EXTERIOR (2"xb") WOOD R-14 (2")5PRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) NOTES, AND TABLES ON PAGE 6-003 8 G-004. THE FA5TENIN6 SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 182.1 SQUARE AND YES CODES AND REFERENCE STANDARD: SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN5 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDIN6 CODE. FRAME WALL R-VALUE R-13 BATT INSULATION (TOTAL R-27) PER TABLE R402.1.2 - CLIMATE ZONE 4 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 -- Z STATE BUILDIN6 CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 NOR ANY POTENTIAL DAMASE THEREOF. R-30 BATT INSULATION SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAO SCREWS OR LA&BOLTS SHALL COMPLY WITH ANSI/ MIN R-VALUE = Iq NENSTA YORK STATE PROPERTY N CONSTRUCTION GORE, E. 2020 NEW YORK FLOOR R-VALUE R-21 (3") SPRAY FOAM INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES yt SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS � MANIU. SPEC.s). ASME BI82.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). STATE ENERGY CONSERVATION GONS'TRUGTION GORE. ® RIM JOI5T HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. __- ------------------- ______ _ L 2 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ELECTRICAL: - 0 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENITS OF AN51/TPI I NATIONAL DESIGN I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM COMPLIANCE STATEMENT: WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 GONSTRUGTION, TO 201-1 NATIONAL ELECTRIC, CODE,NFPA 70 AND 2020 NEW YORK STATE TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFE5510NAL JUDGMENT,THESE PLANS AND SPEGIFIGATION5 ARE IN CONSTRUCTION MANUAL BY THE CILAMERICAN FOREST d PAPER ASSOCIATION TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ENERGY CONSERVATION CONSTRUCTION CODE. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. (AFdPA) AMERICAN WOOD COUNCIL (AWG). WALL w/STEEL SHIMS 6 A MIN. 3/4" OF NON-SHRINK&ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. SECURE w/(2) I/2" � ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2. CONTRACTOR WILL WRNISH A FIRE UNDERWRITERS CERTIFICATE UPON 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS d 12" LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND COMPLETION OF WORK. PLUMBING CODE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653,STRUCTURAL QUALITY, w 3 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEN YORK STATE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL . SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 0 MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. HOWEVER,WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDIN6 SMOKE DETECTORS w/K/BATTERY BACKUP IN: HARD WIRED CODE AND ANY - GENERALLY,VERIFY I IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S - : TBL� R3O I.� 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'7 NATIONAL ELECTRIC STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. CLIMATIC GEOGRAPHIC DESIGN CRITERIA A. EACH SLEEPING ROOM ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - ______ PROJECT: CODE,NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8 LONG CONSTRUCTION CODE. w/6" RISE k w/(2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LE05 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I , STANDARD B. OUTSIDE OF EACH SEPARATE SLEEPING GROUND SNOW LOAD 25 LBS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ALLOWABLE NORTH FOR K SET b" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PACE G-003. AREA IN THE IMMEDIATE VICINITY OF GLES 22.6. PNEUMATIC NAILS AND STAPLES- PNEUMATIC NAILS AND STAPLES THE BEDROOMS (GDEFLECTION ENERALLY THE HALLWAY) STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH ASPHALT ROOFING SHIN GENERAL WIND PROTECTION CONNECTION NOTES: SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDIN6 CODE ESTATES - LOT 2 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE G. EVERY LEVEL OF DWELLING CONSTRUCTION;55TD 10-qq AND 201555C, HIGH WIND EDITION WOOD FRAME SFfIN6LE5 OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. (BASMENT, FIRST FLCOR, d SECOND FLOOR, ETC) RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B L/180 CONSTRUCTION W/NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2• SHINGLES SHALL BE APPLIED OVER 15# BUILDIN6 FELT,UNLESS OTHERWISE 227 SCREWS: 5OREW5 SHALL COMPLY WITH ANSI/ASME B 18.6.1 SEISMIC DESIGN CATEGORY B FLOORS,5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF4WEATHER-WATCH ICE MECHANICAL.FUEL OAS: WOODSGREWS (INCH SERIES). LINE. 4 24" FROM AND HATER AL VALLEYSFROM ,AND ROOF FLASHING CONDITIONS.OF EAVE To 24" IN51DE OR WALL I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE INTERIOR WALLS 4 PARTITIONS H/180 WEATHERING SEVERE GRIFFING STREET 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT61A55 WINDOWS AND DOORS NY5 MECHANICAL GORE AND FUEL 6A5 CODE INCLUDED IN THE STANDARD BUILDIN6 CODE,SECTION 2306 OF IBC SHALL 3. PROVIDE FLASHING NEGE55ARY FOR WATER TIGHT AND WEATHERPROOF I. ALL CLASS TO BE INSULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH V-0" CUTCHOGUE NY 11935 BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3. METAL PLATES, CONNECTORS, SCP:EW5, BOLTS AND NAILS EXPOSED CONSTRUCTION. 2. 6LA55 DOORS AND WINIDOW5 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 IS 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 6LA55 UNIT INSTALLED EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 5. NAILING OF ROOFING SHALL BE TO CODE. WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL UNLESS OTHERWISE NOTED. EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH AND AT LEAST ONE STUD AT EACH 510E OF OPENING. PERMITTED MANIUFACTURER'5 SPEC IFI OAT]ONS. EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 11 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING T PROVIDE (2) LAYERS OF I5# ASPHALT BUILDIN6 FELT UNDERLAYMENIT FOR 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS 2:12 PITCHES TO 4:12 PITCHES ENERGY CONSERVATION CONSTRUCTION CODE. ___ LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF b. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS,WINDOWS,OR THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. STRUGTURL DSS I C71�1 LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. INSULATION I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL G-002m00 7. FLOOR TO FLOOR HOLD-DOWNS TO 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 kIVE LOAD DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. FOIL TO BE PLACED TOWARD WARM SIDE. 8. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 2. PROVIDE 2" R-IO RI61D 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 LAIN. BOLT DIAMETER WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY OF I" AND 3"x3"xj" WA5HER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE q. ALL WINIDOW5 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 WATERPROOFING. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE DATE: 07/05/22 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MA5ONRY CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 2 OF 17 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE PA55ANGER VEHICLE GARAC,E5 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. - q" R-30 FOR FLAT GEILIN05 CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DE51ON PRESSURE, 0YP5UM WALL BOARD - 8.25" R-500 FOR VAULTED AND CATHEDRAL CEILIN65 ROUGH OPENING, U-FACTOR,LIGHT AREA,VENT AREA, AND EGRESS ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 429 10 psf 15 psf 1. 6YP5UM WALL BOARD SYSTEMS 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 CONSTRUCTION tl - 5.25" R-21 FOR FLOORS 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ATTICS WITH STORAGE (MAX CLEAR HGT > 42") 20 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING,UNLESS TEMPERED 6LA55. p p =% V OTHERWISE NOTED. WATER RE515TANT(W.R) AT BATHROOMS AND WHERE SITE WORK ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf - `��' ��SPG f//�� DEEMED APPLICABLE. I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINIDBORNIE DEBRIS. O GLAZED OPET11N6 PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE .C7 '� `;i ��� SLEEPING ROOMS 30 psf 15 psf tU "�'•, 3. 5/8",ONE HOUR RATED,TYPE 'X' 61'PSUM BOARD ON CEILING AND WALLS MISSILE TEST OF ASTM Elggb AND ASTM EI886 AS MODIFIED BY 2020 NY5 BG P P ti K,U r- 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, SECTION 301.2.12.1. &ARAOE DOOR&LAZED OPENING PROTECTION SHALL MEET ' "' 00'' -1 O (WHERE APPLICABLE) AT HEAT PRODUJGING EQUIPMENT TO EXTEND THREE FEET RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR STAIRS 40 psf 15 psf `. � `€l� ', ' IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING AN51/DASMA 115. p p * - !_ EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. � ' CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDIN6 GUARDRAILS AND HANDRAILS 200 sf 15 sf " -11 o Q- 51TE. STOCKPILE ALL EXCAVATED MATERIALS. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH P P U� .�! A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN V SHALL y 0 740 �Q 4. FINISKf JOINTS,J-BEADS,NAIL DIMPLES, CORNERS, AND EDGES SHALL BE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 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 psf 12 psf FCS?ATTIC OF � .:� TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ROOTS, ROCKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE ATTACHED TO THE FRAMING 5URROUNIDING THE OPENING. PANELS SHALL BE ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 p 15 psf FOR OATH. _;% =;w FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS ;•e;.- 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE ALL OPENINGS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. R30I.2.Ll ATTACHMENT HARDWARE SHALL BE PERMANENT • _- CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. ON THE BUILDIN6. A50E -1-16 (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES) # ®��OI�IN DATA I �.� TYF I GAL) NA I L< I NO/STRAFF I NC REOU I REMENTS FOR FASTENING SCHEDULE A Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL= I FT/ SHEAR, $ LATERAL N I ND RES I STANGE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PACE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, Lii AND ROUGH OPENING FRAMING REGUIREMENT5) W "ALL STRAPPING TO BE 1)/4"x 20 GAUGE** -- "51MP50N" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE J 0 *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.0 Q _ FASTENER SPEC. FASTENER N HOLDOI�NN HOLDOWN B CONNECTION A /�' /�'' DESCRIPTION AND QUANTITY 5PAGING LO c00 FOR h1EW d EXIST. N A I L' I N l� l./R I D FOUNDATIONS \ ROOF CEILING FRAMING o I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d -- L NDWALL COMMON NAIL w/o PREBORED HOLES. O C Z ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER � (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE ' 2• 2.WOOD 15 ASSUMED TO BE VF,#2 d BTR. IN DRY USE � p (V HEIGHT 5 HEIGHT STUD NNEGTED TO RR• y iy SERVICE -Y CORNER STUD TRANSFER SHEAR CONNECTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST U ONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR "51MPSON" HDQB ��Y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIU SEE PAGE 6-003 EACH LAP O o '}' FOR STRAP - 3 8 d COMMON . . . . HOLES,5ET NEW MEMBER •- HOLDOWN ANCHOR® 2-16d COMMON -� 0 4-+ 2-I6d COMMON NAILS ® EA. END OF STRAP. ++ N ++ NAILS 0 6" O.G. $ LOCATIONS NOTED NAILS O.C. IF O.G. d 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED ON PLANS 10" . IF BLOCKED � / • • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 9-Ibd COMMON EACH LAP C � O 10" O.G. IF BLOCKED CORNER P05T FOR ROOF SLOPES UNDER 5:12 WITH C.J IES �° • • 5.5EE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO Q r m 0 CORNER P05T ROOF 5PAN5 OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 40" ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE 6 ZAPHIC BELOW) "51MP5ON" HDQa USE 4 8 d COMMON NAILS ® iv HOEDOWN ANCHOR ® EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER(TOE-NAIL) 2-Sd COMMON EACH END SECTION 12.4-PLACEMENT OF NAILS # SPIKES # TABLE LOCATIONS NOTEDd SLOPES OF 5:12 AND GREATER. GR 4-I. ON PLANS ° RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END d CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD4 e — WALL FRAM I NO HOLDOWN INSTALLATION OPTIONS: CONNECTION: I ` ry-� _ -- FOR NEW P. coNc. FOUND.'s MMTOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON PER FOOT FOR STRAP - 3 8 d COON NAILS ® [�I/) W HOLDOWN CAST IN PLAGE w/-T/8"4> THREADED ROD o9 EA. END OF STRAP: . • „ WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS --EA. 51DE P FOR EXIST. . GONG. OR NEWLY GURRED FOUND.'s • • SEE • • •7/8114) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO Nore GEOMETRY EXCEEDS THAT PERMITTED IN • • • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. • CONCRETE w/ "SIMPSON" SET(HIGFI STRENGTH EPDXY -� 5I MAX. NAILING GRID ABOVE UTILIZE U1 L ADHESIVE), d FOR TEMP.'s O°F-40°F USE "SIMP50N" AT m1vSIMPSON # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) Tq HEADER TO HEADER (FACE-NAIL) I6d COMMON Ib" O.G. ALONG EDGE5 FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON PER STUD r FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN CONNECTION • FOR G.J. TO R.R. - of I6 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, \./ w/7/8"(P THREADED ROD REWIREMENTS FOR ' 2-Ibd COMMON 1,2 PER FOOT RAISED G.J's(WHEN AT G.J. TO G.J. CONNECTION: ENDJO15T, or BLOCKING (FACE-NAIL) APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW HOLDOWN 'G' HOLDOWN 'D' _ 16_d COMMON NAILS FOR G.J. TO G.J. - q I6 d COMMON NAILS FLOOR FRAMING ` r n FOR NEW a EXIST. • J015T TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-8d COMMON PER JOIST W FOUNDATIONS � FOR NEWLY POURED CONNECTION GI � 02 FOUNDATION ® ONE STORY ONLY (3) 2x FULL ENDWALL HEIGHT STUD\ CORNER STUD BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END C) ONNECTED TO TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END "SIMPSON" HDQS � HOLDOWN ANCHOR® 2-I6d COMMON H3EIGHT 5LTUD G2 BLOCKING TO SILL or TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTEDNAILS® 6" O.G. d TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED x ° - 3 8 _ G FOR STRAP - _d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3 Ibd COMMON EACH JOIST CORNER POST � ° NAILS ® EA. END OF STRAP N 1 JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST 1 FOR EA. PLATE TO STUD ABOVE # OR 2-I6d CC WCN BELOW - 2 16 d COMMON NAILS NAILS ® O. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T _ b" . ° BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT • ROOF SHEATHING e d STRUCTURAL PANELS: d INTERIOR ZONE Sd COMMON 6" EDGE / 12" FIELD "SIMPSON" s I4RJ CONNECTION DI D2 SOL KING PERIMETER EDGE ZONE s ad COMMON 6" EDGE /6" FIELD HOLDOWN INSTALLATION OPTIONS: o EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. UP TO 9" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s ----""�� FOR EXIST. P. GONG. OR NEWLY :URRED FOUND.'s GE I L I NC SHEATH I NC HOEDOWN CAST IN PLACE w/-1/8" THREADED ROD AT STUD TO FLOOR ASSEMBLY TO SILL C • � PLATE(S) CONNECTION: D2 •7/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO CONCRETE w/ "51 SON" SES[(HIGH STRENGTH EPDXY ;7 1/2" MIN. FROM 1 11 11 I GYPSUM WALLBOARD 5d COOLERS 7" EDGE / I O" FIELD ADHESIVE), # FOR TEMP.'S O°F-40°F USE "SIMPSON" AT CORNEER ° FOR STRAP - 3 8 d COMMON NAILS ® EA. ( - - (HIGH STRENGTH ACRYLIC ADHESIVE) END OF STRAP (WRAP STRAP UNDER SILL PL) WALL SHEATHING ONE #4 REBAR • SPECIFIED ON ( ° FOR EXIST /NEW G.M.U. (GONG. BLOCK) TYP. FOUND.NOTE FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN ° ° 1 h STRUCTURAL PANELS „ w/7/8"� THREADED ROD _2 _IG_ d COMMON NAILS 1 8d COMMON b EDGE / 121, FIELD a � ° ALTERNATE CONFIGURATION - ABOVE STUD TO 6YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD UP FLOOR CONNECTION w/ # LPT4 SIMPSON (OR STRAP w/(E z NAIL= I NO/STRAFF I NC @ N I NDON/DOOR #DEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES as walls o(FOEA.END OF EA.STRAP TO EA.JOIST-(>-oR FLOOR SHEATHING (SUBFLOOR) o ALTERNATE USE SIMPSON H2.5A) 0 NOTMON: A - NUMBER OF 95d NAILS ® EA.END OF STRAPPING (2018 WFGM,TABLE 3.'7,P. 189) CONNECTION E STRUCTURAL PANELS: B - NUMBER OF SILL 511"5-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.235,P. 291) ----""�f I" or LE55: 8d COMMON b" EDGE / II2" FIELD �i1 511"5-ONG - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3230,P. 29ER 2; • GREATTHAN 1": IOd COMMON 6" EDGE / 12" FIELD • ALTERNATE AS PER TABLE 3.231D,P. 293) • — D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.C. AT THE PANELEDGE. W A D (2015 WFGM,TABLE 3.7,P. 189) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P.288) F PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR G (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. 19U d ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: °d o d • a D - WHEN WALL 5HEATHINO 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B ° ° ° ° °d° NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16D NAIL PER FOOT. E o a FOR STRAP - 3 S d COMMON NAILS ® EA. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH FASTENING SCHEDULE B d< END OF STRAP (WRAP STRAP UNDER SILL PL) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS LL SHABE NORTH FOR K ° ° d da F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° a g FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. ESTATES LOT (IN ACCORDANCE W 8 ED WITH WOOD FRAME CONSTRUCTION MANUAL 201ITION) _2_ _IPJ_ d COMMON NAILS A NOTATION ROUGH A B G D E F G OPNG GRIFFING STREET 2 1 I 1 1 1 CUTCHOGUE, NY 11935 4'-0" 4 I 2 2 2 2 SFL I C I NO OF TOF FLsATE OABLE ENDWALL * - PROVIDE (2) 2"xlo" HDR (MIN) U.O.N. 6'-0" 5 I 5 5 5 5 BRAGINO/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) -_ - TOP PLATE BLOCKING 2 FOR RAKES Ir OR WN, ANCHOR BOLT, BAYS BACK® LESS PROVIDE 7 2 5 4 4 4 }--- 5PLIGE —} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOCKING® 12"O.G. STRAPPING, & NAILING DETAILS LENT I FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES BSG - 4'-0" O.G. TO AGHEIVE RAKE O.H. ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDINGf7 [i MINIMUM 5PLIGE'-41'4 B)ILDING MINIMUM SPLICE'=,4 ---- = DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP.STRAP w/(3) PAGE: 8d NAILS EA. 12'-0" 2'-O"/2'-6" 12'-O" 3'-O" OF EA.STRAP „ „ „ ,� -ATTIC ® � ■ ANCHOR E3OLiT SFEC I F I GATI ONS 51-0113-O/3-9 I6-0 4-0 OO 20'-O" 4'-0"/5'-0" 20'-011 51-0„ 6"-12" SPECIFICATION (2015 WFGM TABLES 3.2A d 3.25, P. 157-160) „ BACK 4'-0” O.C. CORNER 3a• 24'--0" Ji 4'-0"/'5'-0" 24-O b-0 DATE: 07/05/22 3 0 F 17 CONDITION FOR ALL STRUCTURES: %",P ANCHOR BOLTS ® 39" O.G. 28'-O" 5'-O"/6'-3" 28'-0" 7'-O" 32'-0" 6-O"/l'-6" 32'-0" 8'-0" , SECOND FLOOR -77r " D A&C NOTES: 1.TABULATED SPLICE LEN&TH5 ASSUME TOP PLATE-TO-TOP PLATE '�vr ,� •r� i CONNECTION U51N6 2-16d NAILS PER FOOT.FOR SHORTER SPLICE BL LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8-O/10-O 40'-0" OGKIN6 2 $AYS I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS [(/ END BACK® 4'-0" O.C. - n. CONDITION w/ 3 SQUARE WASHERS AND END NUT SETUP IN EXPOSURE B TYP.STRAP w/(3) Q };d , •,� 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED SO'-O" I o'-O"/I2'-6" 50'-O" I3'-0" " °." t 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL :• ` O TOP TWO COURSES SOLID 8d NAILS EA. END 3.TABULATED 5PLIGE LENGTHS ARE BASED ON 6 FOOT WALL 60'-0" 12'-0"/15'-O" 60'-0" 16'-0" OF EA. STRAP _ - '° 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI&HT•S FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT �� •', :�,•:, i- LATERAL LOADS SHALL BE MULTIPLIED BY H/b; J REPLACED HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70' FIRST FLOOR -O" 14'-O" 70'-0" 19'-O" OR RD BY 0374 PLAN DIAGRAM OF ZONES (ADDITIONALLY,ROUND UP T°THE NEAREST FOOT), ` NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR - 3. ANCHOR BOLTS ARE TO BE BETWEEN b $ 12 „ I O F FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL- 1.125 (SEE DIAGRAM TO LEFT) lo'WALL-1.25 BLOCKING 2 BAYS II'WALL-1.3-15 TH15 COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOEDOWN LOCATIONS 12'WALL- IS FOR 10'-C WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS GONTINUOUS BUILT-Uig C IRDERS 5 OR MORE SUFFORTS o- (THAT EXCEED FRAMING STANDARDS, IT IS REaV FOR FRAMER TO HAVE A - F I REBLOGK I NC FOR PLATFORM I�IOOD FRAM I NC Q WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] iR G] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQuEMENrs: (FOR ENOINEERED LUMBER [ie. WOOD I-JOISTS] SEE MA<NU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BEr1^4EEN 1/6 p CONNECTION 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W PATTERN DESCRIPTION �� TOGETHER SIDE BY 51ME ARE CONTINUOUS OVER J v BLOCKING' UNDER LOAD BEARING HALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION- THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. 17 NON-LOAD BEARING HALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS• 12"O.G. THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T Q -•4-+ TUD5 STUD ((B 0)ROWS loci NAILS 12.OG • . . l SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. C � N SUBFLOOR l - P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE L0 O SUBFLOOR f(�2),ROWS 1/2.40 BOLTS o 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE - ��L •ENDS TWO-PIECE PLATE SERVE AS FIRE5TOPPING. T- SOLE PLATE BUILT UP GIRDER P MAX.32' 0 "� � NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE D (2)ROWS I/2'm BOLTS O Ib"O.G. - � � SOLE PLATE _ TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE +, E JOIST SERVES AS FIRESTOPPING. (2)ROWS 1/2"m BOLTS O 24"O.G. 51ME WITH IOd NAILS, TWO NEAR EACH END OF BETEN I/b EACH PIECE, OTHERS 5TAGGERED WITH A DISTANCE O C Z rj 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING � (2)ROWS 3-5/5"TROR OF NONCOM-BUSTIBLE FILL. JSSLOGK SCREWS a 12.O.C. 4 v4 of A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL 0- -- F N SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH U e (2)Rows 3-3/a"TRUSSLOCK SCREWS• Ib•O.G. SIDE w/ Ii NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 5GRE1^JFD ox(U 51DE OF MEMBER AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 � JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52 ♦, T- H (2)ROW5 5-5/5'TRIJ55LOOK SCREWS•24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOlsrs SERVE AS FIREsroPPING. o :P LO JOIST 5CRENED ON(1)SIDE OF MEMBER ♦, N ♦, MAXIMUM OFFSET (2)R0W5 5'TRUSSLOGK SCREWS• 12'O.C. THS-PIECE -- 1. FOR PLATFORM FRAME CONSTRUCTION. THE SOLE AND J BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED F A. -- 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q 0 � O JOIST DEPTH,d i SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. MATCHED SIZE OF BLOCKING (2)ROWS 5"TRL55LOGK SGRE*6• I6"O.G. 4 �j 1 UNDER NON-LOAD BEARING) FIRE5TOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 5 W BLOCKING OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 5. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS a 52" O.G. STUD (2)ROVE 5"TRUSSLOGK 51-RENS m 24'O.O. BETWEEN 1/b DOUBLE PLATE L 1SGREwED ON BOTH SIDE OF MEMBER 4 1/4 OFA THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO �. FOUR-PIECE CIDERS ARE TO BE A55EMLED AS _ O STRINGER TO SERVE AS FIRESTOPPING. GANTI LEVERED FLOOR 1.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDHALL PLAN SHALL UIONSE COT�GRN B' PATTERN l0 W14-EN 1 Ra'OR SMALLER P FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND GOMBUSTIBL.E FLOOR FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH ° - .STUD 2.WHEN 501111 N6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P, GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC.SUCH U SOLE PLATE 2"x4"CONTINUOUS 6A5LE END MASONRY PIERS,NAILED TO WOOD POSTS OR FIRESTOPPIN5 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR LATERAL BRACE a b'O.G. TRUSS, BOLTED TO STEEL COLUMNS. AND THE VERTICAL HE SPACE ABOVE THE PLASTER ON THE CEEIIL.I� BAND w I I I J0I5T 2) IOd NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL NA I L I NC FATTERNS FOR SIDE LOADED BEAMS 00 . FLUSH BEAMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE (BLE KS LATH,H,EXTENDING TO CHIMNEY FACES,WILL SERVE THE INTERIOR FINISH.PLASTER GEILIN6 ON • 10) 5d -LOCATIONS REQUIRUNG FIRESTOPPING- NONCOMBUSTIBLE L NAILS AS FIRESTOPPING. FIRE FIRE- WOOD FIRESTOPPING FIRESTOPPINS 5TOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING V MULTIPLE-PIECE MEMBERS rm JD' B JOIST M « 5d COOLER NAILS® 10"o.c• NAILEOLTED' 2"x4" BLOCK NAILED TO EA.BRACE �[_ I I u I VERncAL LOCKING W/(4) loci NAILS 2COMM10'Nd 3COMMMOIN oLiSe 2' �ROr�);• 2;rZTS:y FIRESTOPPING WHEN • • [O-r- BOLTS BOLTS COVERING 15 APPLIED a TRAP O 12'OO. a 12'OG. a 12'OZ. a b'O.G. TO UNDERSIDE OF 20 S 5TH GYPSUM BOA 9 Two ROM 12,041. T4REE ROHS 12"O.G. LOCATION I LOCATION 2 LOCATION 5J0I575 v J DOUBLE PLATE *5d COOLER NAILS a 10"O.G. (10)ad NAIL BEAM SELECTION w/ 5TD. NAILING ° ° ° ° ° LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY «�� ENDWAL•L 5 AS NOTED IN NOTES '1 4 8 ° ° ° ° ° ° ° ° s r�E ALTERNATE DENOTES ALT.FOR USE OF DRYWALL SCREWSSOLEWFIRE5TOPPING AAR� VER STUDS,UNLESS TOP PLATE 15 4"® EDGE/12"O FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 WOOD FIRESTOPPING OF GI DESIGNED TO CARRY THE LOAD 50REw5•6- LV4"TYPE W OR 5 FIRESTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SFIOUO BE LOCATED 2' TWO Rows 24.O.G.STAGGERED Two Rows b"O.C. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE MA-L INTERIOR STUD DETAIL \ / J� Till OF THE MEMBER.ME WASHERS urs HEAD AND NUT. 0 ° " ° ° ° ° O Y ERLA I D ROOF s.STAGGER EACH ROW OF FASTENERS BY 12". O O O O O O �� i i 2•SPACE Ni ATTACHMENT @VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EAGI4 SIDE. TO BE FILLED \ A © NNONCAPPPOON�'X IGTIBLEfl THI TOPPING BOTH 51DE OF THE h1Fl„®SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 .\ b.VALID FOR NAILING CONNECTIONS MAY BE DOUBLED FOR W 00.OR TRIPLED NN FOR 4"0/,.NAIL SPACING. LOCATION 1 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: \\ STRAPPING W/ '1.2 ROWS OF Ibd COMMON NAILS 02'O.GJ FOR DEPTHS 12'OR LESS FIREsroPP1N6 \ \\ LOCATION a \ a EA.END® R.R. b.s ROWS OF Ibd COMMON NAILS 02.OZ)FOR DEPTHS OF 14•,ib•4 Ib•. LOCATION 10 2"�FULL WIDTH BLOGKI - - ZO 0 GONSTRUGTI ON DETAILS K ND LOAD PATH GONNEGTI ON DETAILS TOP PLATE DRILL 2"m INTO RooF INTERSECTION DL.TA I L DECK FOR 5TRAPPIN6 IN5TL. NOT TO SCALE IST.OR NEW NEW R.R.SET W/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOIJ5 LOVER TOE NAIL NOTED CONT.BLOGKIN6 TOP PLATE SPIKED TO R.R.'s Ad-I EN 7 R.R.A 5HWN 4 Ex. KING STUDS � R.R.AS SHO PLAN VIEW NOTE: SIMILAR a 'SHED' WOOD JO I S -O HOOD JO I5- ROOF,R.R. IN LINE CRIPPLE STUD fl BLOCK I NO -0 JOIST HANGER HEADER O z GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS G I RDER/HEADER -0 WOOD OI RDERJAGK STUDS HOOD JO I ST MAIN MEMBER d' w O "°. $" J Q JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH L HITH GIRDER/HEADER TYPICAL HEADER CONNECTION 1. OE- AL5 MEMBERS/ �D1AM.x s ATPPRONX..I50 �w/THEALLBMAIN(MEMBER 4 STARTED APPROX.VEN a AN ALE OF PROJECT: I. NAILS SHALL BE DRIVEN PERPENDICULAR TO A THE HO�TITHE NAIL FROM THE MEMBER END, VE THE MEMBER,STRAIGHT THR:OU&H AND BENT OVER NORTH FOR K A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN To THE MAIN ESTATES - LOT 2 MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE5. To AVOID R F� ILS SHALL BE IN TALLED IN EA. SIDEOF AERAFTER OR GETHAN 2 TOE ILIN6 OST HALL STUD HALL STUD O WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA.SIDE WHEN FASTENED TO A 2"xb" TOP PLATE:. BATHTUB - SUB FLOOR - GRIFFING STREET DOUBLE JOIST DOUBLE JOIST -0 TOP PLATE CUTCHOGUE, NY 11935 GH I M. CHASE SECURING @ STD. SIDE WALL DRAINING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE:_ (SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING HALLS ALTERNATIVE RAFTER TO HALL STUD CONNECTION W STUDS TO ATTIC FLOOR 4 BLK'G TO RA_ SIDES w/STRAPPING TO ll SIDES) O PAGE: w TOP PLATE a O J M Q N I ND RESISTANT GONSTRUGT I ON GONNEGTORS GRIM. CHASE WALL U CONNECTION LOCATION: PART NUMBER: NOTES: G-004■ OO o'w v R I DOE-TO-RAFTERS G520 @ 2 I" APPLY TO EACH PAIR OF RAFTERS �z a a RAFTER-TO-WALL H7 �zQ APPLY TO EACH RAFTER DATE: 07/05/22 4 OF V ROOF ° RAFTER-TO-PLATE H5 or H2.5 APPLY TO EACH RAFTER '0° 0 REOV BLOCKING -! a10PLATE-TO-WALL STUD G520 @ I S" "� TO ALIGN w/STRAPPING Q w a APPLY TO EACH HALL STUD _, ® EA. LEVEL. ABOVE ' w�, r: 'DAPC THE FIRST FL. ® z w 2ND. FLOOR HALL-TO-IST. FLOOR WALL LFTA or G520 @ 36" APPLY TO EACH HALL STUD ��� r��. P O FLOO_R/GLG. ® 0 -fEADER-TO-JACK STUD C520 @ 12° APPLY TO EACH JACK STUD Q `K CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD � � ��u���`k;;° � SHEAR HALL HO1..DDOHN ANCHOR SSTB16 APPLY TO EACH SIDEHALL END ST. FLOOR-UNDER-S ILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE r%��C �� 34- OF �� SIDE V I EH FLAN VIEW (USE WITH 3" SQUARE HASHERS) " NE USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. m OENERAL � m EXISTING TO BE DEMOLISHED NEW PARTIAL HE16HT o(u ILA WOOD FRAME (L.G. STL. u W EXISTING TO REMAIN WHEN APPLICABLE) 6'-I" 32'-IlY2" NEW FOUNDATION WALLLjj 15'-Sy2" lo'-qY2" J .-{ NEW WOOD FRAME (L.O. 8' -?y2" 8'-?y2" 5" STL. WHEN APPLICABLE) N ` I e' O" I3 18 C NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V u� LO 0 PO5T FOR 4 WALLS VV —_' I — — —F la O O 0) Co WOOD FRAME (L.G. STI.. — WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL — — -v�- O POST FOR 6" WALL5), U.O.N. L L — I L -1 NEW 2-HR FIRE RATED I w WOOD FRAME (L.G. STL_. Ig 0 C Z WHEN APPLICABLE) I IS IS e�o POUNDA�TION PLAN NOTES F-I F_ F _c 0O O -W �TYPICAL P. GONG. FOOTING 4 WALL CONST�UGTION: - � Op O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD L J L - J L -1 na r O PROVIDE 4" 8 5 `L/ 5 • ANCHOR BOLTS AS PER P'A6E 6-003 GONG. SLAB • P. GONG. FOUND. WALL AS PER FOR AIC,ENER DETAIL UPON I I D • P. GONG. FOOTING A5 PER DETAIL �� �' • ASPHALTIC MASTIC. DAMP PROOFING TO EXTERIOR in • B.O.FOOTING 3'-O" BELOW 6P:ADE MIN. I I D • I/2" EXPANSION JOINT ® PERIMETER OF SLAB(WHEN 5�-� APPLICABLE) 2 I v - 2 • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / - - - - - - - - - - - - - \\ STOOPS (WHEN APPLICABLE) - - - � - - - - - - - - - U • MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET I6 _ - - - - FOR HEIGHT OF WALL S SLAB (WHEN APPLICABLE) I _ I'1 I ° W LJJ OHOLDOWN: ++ SDLOPE : . :' ' • : ' _ -�-J HOLDOWN 'D' AS PER PACE 15-003 TYP. 5TL. COL.: IRST.FL 15 MEGH. > 6 1 O SEE NOTED DETAIL AS PER PLAN VENT ROOM • 5EG.FL. a6 FURN n 4 3 4 3 3 `} I • ' `J ri O24"x24"xl2" DEEP P. GONG. FAD FOOTING AS PER NOTED DETAIL (TYP.) B'-?Y2" 8'-Oy2" O24"AV' DEEP P. GONG. CONTINUOUS FOOTING 21 O O $ I I I I 12 Q AS PER NOTED DETAIL (TYP.) Q I q - I '° I V J -KI �o= m° I L _ -1 L - 6 1_kz NEW 4" T'HK. P. GONG. SLAB w/6"x&"-10/10 W.W.M. ® ® d I II O REINFORCEMENT AS PER DETAIL I 001 r GLIDING BASEMENT WINDOW I I EGP.E55 WI NELLL I � R 4) dJ c0 I • . i OFIRE RATED DOOR: 50WO 0.715 HR. SELF-CLOSING STEEL DR. I 2 DOOR NOTE: to42" ' " ' I� " 7' Y2" 23-oy2" O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON - PLANS BY JELD-WEN (OR EQUAL). n 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED DUT ON L L J L PLANS BY M-ERMATRU' (OR EQUAL). I g _ - - - - _ = 3.DOOR TYPE TO SELECT d I 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 15 10 =ry .t N 5. INSTALL AS PER MANU 5PEG.'s I I I I ' 6.PROVIDE (2) 2"x8" HDR.,U.O.N. I in 1. SEE PACE 6-003 FOR ALL OTHER FRAMING I 3 I = ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O N. I I I 001 I I I 2 r - - - - - - - - - - -I �- -v lo BEAM POCKET (TYP) BASEMENT 6 — — — — — — UNFINISHED - - 4 3 UNHEATED I — — — — — — — - - - - — — — — — - � G865II TYPICAL MECHANICAL ROOM NOTES: SQ F T 1 'DUROFOR, �GK" (OR EQUAL)FR. FLOOR - PR'VIDE I/2" GONG. BD. BY in I GA5 METER r m 2. FOR WD. FR. GL6. AND/OR WALLS - PROVIDE (1) LAYER OF 5/8" TYPE "X" GYP. BD. UL U505 (OMIT ON 12 L - _J NC. HALLS) 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. = 7 8'-?y2" 8'-?}'2 7�_a�� 8'-1" 8' i SPEG.'s AND AS PER NYS MEGH. AND FUEL GA5 GORE ? " 4. WHEN EX15T.,MECH. EQUIP. SHALL BE VERIFIED THAT m IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE 5. COMB. AIR VOLUME AS PER MANU. SPEC.s -PROVIDE 5 I 4 3 =N 4 3 4 3 I I 6 FRESH AIR INTAKE FROM EXTERIOR I I &( to 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL i L 1 I to EMERGENCY SHUT OFF 5W11TCH 10 I - r _ __ I I Z -7. FOR OAS SERVICE,PROVIDE OAS SHUT OFF 5WITGH _ I I I 1 �` - I w 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER - L -1 I J I� I I 2 GAR GARAGE 01 FARANGE5 AS PER CODE I -1 - I I I ^. I = ( SLAB ON GRADE ) I ( O g. PROVIDE 3" FLOOR DRAIN d CONNECT TO EXI5TING ELEC.PANEL d I SANITARY SYSTEM AS PER NY5 PLUMBING CODE METER - I FREEZE PROOF HOSE 5IE3_ - -- - ! g'x8' - 12 FASTENED w/MASONRY ANCHORS (PRECISE , 4 3 LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) 7 - - - I - I I I I N OVERHEAD D DOOR I 1 5 FOR WOOD STAIRS 0 GRADE: I = m UP (5) Rf 12 I I I I �: I - �- - - - - 13 4" THK. P. GONG. PAD 8" WIDE x REOV LENGTH UPON 6" GRAVEL UNDER 2"x12" P.T. STAIR STiZIN6ER5® 6 � _ PROJECT: MAX. I6" O.G.,U.O.N. (MIN. 3 57T21NGER5) I I _ry PA-401 TYPICAL LEDGER BOARD ® EXT. DECK: 14 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 4'-oy2" 1 1 I NORTH FORK ® 16" O.G. 3. INSTALL H.D. 6ALV. JOIST' HAN6ER.S BY 'S1MP5ON'(OR = _ / \ / \ EQUAL) I I 1 1 1 : I ESTATES - LOT 2 4. PROVIDE FLA5HIN5 TUCKED UNDERNEATH 51MING 3 I 10 Ip o N I `° I -t' I / / \ / / \ BENT OVER TOP EDGE OF: LEDGER BD. a S. SEE NOTED DETAIL g I - - - - ' I _ 1 / - _ - - - F_ - I I GRIFFING T 15 FLOOR DRAIN: I I I = STREET O NEW 3" GUARDED FLOOR Dr-AIN w/3" TRAP 2 I : _ - J 14 ry I - : '. F_. - - - = - = - CUTCHOGUE, NY 11935 A 41 1 2 I �,�, - - _ , " DRAWING TITLE: " 12 ,_2„ 2 NAVIEN WATER HEATER MODEL NPE-SERIES - 2 - - - ' I6 (OR EQUAL) - - - - - - - - 17-5 IS o I8 IS 7-Sy2 2-8 - PROPOSED FOUNDATION PLAN ORHEEM 115,000 BTU 6A5 FURNACE 17-O" m , 2 17 MODEL#Wg5TG1151524M5A (OR EQUAL) m L I 1g L I la Ig t(1 IS FOUND 4 POSTS FOR WD. DECK: L '�- WD. P.T. POST d P. GONG. PIER UPON FOOTING A5 PER m DECK DETAIL (TYP) tQ 1 13 _/ [ WOOD DECK FOUNDATION (24"x24"x12" FTG): Q Q 17'-O" PAGE: Ig 4"x4" P.T. P05T UPON 12"0 P. GONG. PIER UPON 24"x24"x12" DEEP P. GONG. PAD FOOTINGS AS PER DETAIL II/A-402. g'-4" 1'-4"— -101000® ■ STAIR 4 RAILING NOTE: 5 5 I6'-2" Ig 6-Oy2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI d MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL d SPINDLE 5PAGIN6 NOT TO ALLOW PA5SA&E OF A 4" 0 SPHERE; 41'-Sy2" 36" HIGH HANDRAIL 4 SPINDLE 5PAGIN6 NOT DATE: 07/05/22 5 OF 17 TO ALLOW PASSAGE OF A 4" (P SPHERE p 3. CRIPPABLE RAIL AS PER CODE m (A Q CLOSED P. GONG. STAIR:_ 21 I. TYP. 42" RAIL AS NOTED �D ARC` -" a. ' �� � a— k 2.RAILINO B G- T O . .. FASTENING SHALL BE AS PER RAIL MANU. PROVIDE d EXTERIOR GRADE PAINT A5 REQb 0R POWDER COATING 3.SEE FOUND. PLAN d DETAIL PROPOSED FOUNDA71ON PLAN < = � ��. �� =� :' � "• - HAE31 TABLE Si�AGE; 1,C1l 1,0 S.F. O ROSS AREA SCALE: I/4" I'-O" �� � 0 G, � -� 37 :. OF N� Q NEN HEICS EX15TINO TO BE DEMOLISHED , WOOD FRRAME TIAL (L.6.H5TL. - L j WHEN APPLICABLE) m m W EXISTING TO REMAIN d _j M NEW WOOD FRAME (L.O. NEW FOUNDATION WALL 32'-IV2" lo'-IVY 5TL. WHEN APPLICABLE) {' 11 E N NEW 1-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL V �' D � CO POST FOR 4" WALL5 WOOD FRAME (L •• _ .O. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL ®® - P05T FOR b" WALL5), U.O.N. b` O C Z NEW 2-HR FIRE RATED WOOD FRAME (L.O. 5TL. z a�- WHEN APPLICABLE) �- Q (V FLOOR PLAN NOTES :3 '_ DOOR NOTE: NEW LAUNDRY ROOM: Q Q O 1. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH/DRY HOOK UP 2 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s WOOD DECK - n , O 2.INSTALL NEW EXTERIOR. DOORS WHEN GALLED H/517E OF EQUIP. VJ OUT ON PLANS BY 'THEIRMATR.U' (OR EQUAL). 3.PROVIDE HOOK UPS AS REG S PER MANU. 20"1 SQ.FT. pi 3.DOOR TYPE TO 5ELE07 ry 4.INSTALL AS PER MANU SPEC.'S 3.PROVIDE (2) 2"x8" HDP:.,U.O.N. DRYER EXHAUST NOTE: 4.SEE PAGE 0-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENIN65 - OSTAIR 4 RAILING NOTE_ 3.DUCT 517E A5 PER MANU. 2 I. ALL NEW STAIRS SHALL HAVE MAX. -1-3/4"RI 4.DUCT SHALL BE EQUIPPED H/A BACKDRAFT DAMPER 4 E 4 O 4 E U d MIN. 10" Tr - RISER-S SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2'-Sy2"� -12'-0" 2. 42 HIGH 6UAR.DRAIL d SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 10'-6" ^^ NOT TO ALLOW PA55A6E OF A 4" m SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM - I 14f 36" HIGH HANDRAIL 4 SPINDLE 5PACIN6 NOT SHALL BE LIMITED TO SINGLE I EN6TH5,NOT TO TO ALLOW PA55AOE OF A 4" 0 SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. = o 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D `t, • ® METAL H/SMOOTH INTERIOR SURFACES WITH JOINTSmH WOOD FRAME STAIR: ' �o I. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. RUNNING IN THE DIRECTION AIR FLOW. EXHAUST 2.RAILIN65 SHALL BE WOOD OR PVC. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 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 I v 3 MAX. LENGTH OF THE DUCT SHALL BE REDUCED 25 4 O SMOKE/CARBON MONOXIDE COMBINATION DETECTOR FEET FOR EACH 45" BEND AND 5 FEET FOR EACH qO I I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT HARD WIRED TO EACH OTHER H/BATTERY BACKUP. BEND. THE MAX. I FN5TH OF THE EXHAUST DUCT DOES Lu U) NOT AIR 2.INSTALL ALL A5 PER MANU. SPEG.'s NOT INCLUDE THE TRANSITION DUCT. - Qz O O CONDENSER "I e - 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR to p KITCHEN m - IN COMPLIANCE WITH LOCAL CODE NEW FIREPLACE FLUE: 215 50.FT. 00 V J O I. PROVIDE DIRECT VENT FLUE THROUGH EXTERIOR WALL GREAT ROOM !� PROVIDE "ABESCO FF200 FR EXPANDING FOAM" (OR FLUE 281 SFT12 n O WINDOW NOTE: EQUAL) O . AT ALL PENETRATIONS AT Lu AIR 1. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN FLOOR.5/WALL5/GEILIN6,5;PRODUCT CONFORMS TO ASTM m I CONDENSER 400 SERIES CASEMENT,DOUBLEHUNO, OR 5LIDINS E SI4,A5TM E 84, AND UL 147q. ' d (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 2.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY d 6 5UB5TITUTION5,5EE NOTE #q IN "GLASS WINDOWS ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". 2 ; AND DOORS" ON PAGE 6-002 IF CASEMENT GA WINDOWS - ALL GSMNT WNDWS SHALL HAVE 5TRAIGHT ARM HINGE 1NHEN NEW EXHAUST FAN SHALL BE INSTALLED WHERE FIR PLACE 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE O VENTILATION IS NOT MET BY MEANS OF NATURAL - Q TILT WASH CIRCULATION THROUGH WINDOWS OR DOORS TO A 3.ALL GLAZING WITHIN IE," OF FF TO BE TEMP. OL. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 403.3.2.3; INSTALL AS PER MANU. SPECS WINDOWS (TYP. FOR ALL) U.O.N. PARTIAL O = 4 c 3'-O" HEIGHT " ry 4' O" 12'-Sy2" 105 EGRESS NOTE: Og STRUCTURAL PERMAGAST COLUMN 8" SQUARE 12-3y2 4 -�F IN COMPLIANCE WITH NFA^!YORK STATE BUILDING _ - - 3-II" CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF - O P5 7• ll1 ry EGRESS SHALL BE FOLLOWED: RHEEM 4 TON AIR CONDENSER 6�-q" - q_I i - - -tet W p NET CLEAR OPENING........... 5'I S.F. O MODEL#RAI648AJINA (OR EQUAL) - =ry -i FT MUDROOM V m = NET CLEAR HEIGHT............... 24" MINIMUM dJ Q / 73 SQ.FT. d .0 ry NET CLEAR WIDTH................. 20" MINIMUM m � �t i- i tL _ry O - ---- ------ ---- ---- ---- - I BATHROOM GL. l04 l03 ` 146.2 SQ.FT. iv BENCH OR SCHEDULE � A DINING ROOM - -------- - - Ll 115 SOFT. p DOOR �MARIAL FIRE -O" 2'-O" ;� ��' r 10'-Sy2" -- - - ry TAG DESCRIPTION MANUFACTURER O d N RATING NOTES O • • LIN WIDTH HEIGHT ►- d O W -1 45 MIN. RATED 0 • C� 102 - IU 5ELF-GLO5ING 3 ■ FIRST FLOOR 2'-0 - - - - - J / D 101 (U SINGLE --- THERMATRU IL3'-O" 7'-O" J • E-_1 �` 5M/GO 102 3 `� N 102 (5) 51NOLE JELD-WEN 2'-6" 7'-O" � � -- p t 4'-0" _:jw - - I j'_ 86.�I SQ.FT. I I SM/GO pi ' 103 (1) �51NOLE TH=RMATRU 2'-6" 11 7'-O" a 4 ry GARAGE D_ U - -- - I - ____j _ _ - I'-7 550.0 SOFT.IF r - 104 (U 51NOLE JELD-WEN 2'-01, 7'-O" • m 12'-5" 3'-5" I 102 I, I I I I PROVIDE I" TYPE "X" K AT -- - - _------;- --- DOWN 14) r ® 12"1 I I I Q SHEEAN GEIL NG LLS 4 p ry FULL I I I I I I I `� T I I n m 105 (U POCKET' JELD-WEN 2'-8" 7'-O" • FROSTED NATURAL LIGHT $ ry ry u; -�i GLASS =ry VENTILATION FLOOR SECOND FLOOR - -_ -1AREA 236 S.F. L I I OVERHEAD DOOR 201 (I) - SINGLE JELD-WEN - 3-O 7-O -I • I - - -- A 5K REQ. S.F. PROV. OPEN TO (14) T "1.6 I I I o 7 _ _ = PROJECT: :: L � LJ LIGHT IS.q S.F. 502 S.F. ABOVE (14) Tr 12" /7 - - - 1 R.EQb 1 I I I � \ I I / \ '� 202 (5) F - 51NOLE� JELD-WEN -� 2'-b" ,'-0" ��� _ D IA-401 I NORTH FOR K 4 q.4 S.F. 28.8 S.F. 2050) SINGLE -- JELD-W�EN � 7-0" ��• . 32F7.1 YSEQR.FI T. 1 p I o \ (IIII " D ESTATES - LOT 22 BEDROOM 4 0 50.FT.204 (2) SINGLE JELD-WEN 2-0"1AF- :205 (I) OUBLE� JELD-WEN OI O GRIPPING STREET BASEMENT BATH CUTCHOGUE NY11935 4 -2'-4" 42 SQ.FT. 4 - 001 (2) 51NOLE THERMATRU3'-O" 7'-O" 1 • I L_11 � m A 4 WOOD u+ A 4 - - PATIO A DRAINING TITLE: 123.4 SQ.FT. ALL NEW WINDOWS SHALL BE ANDER-SEN; 4 EN; INSTALL A5 PER MANU. SPEC.'s. SEE PAGE "G-003" FOR NAILING 8 STRAPPING DETAILS. B 4 B 4 G PROPOSED FIRST FLOOR PLAN •*5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER* =ry 3'-Sy2" 161 WINDOW CHART ROUGH OPENING WINDOW DIMENSION CLEAR r Q PAGE: OPENING TAG TYPE MODEL # TEMPERED 8 WIDTH R.EOV: 20" p ® 2 8 - HEIGHT REQ'D-24" (14.0 ~ cm rR 102m WIDTH HEIGHT WIDTH HEIGHT OPEN REQb_ 5.7 S.F. Q ry - ryA- OO A (II) DOUBLE-HUNES �244DH305b V-O" 5'-b" 2'-11 -- I6-2 DOUBLE-HUNG I 244DH3456 3-4 ---5-6 -- 3'-3 5'-5 x (1 WINDOW) Iq'-6" b'-oy2" 25'-i^ u u I -- __ DATE: 07/05/22 6 OF 17 G (U DOUBLE-HUNC3 I 244D142556 I- 2'-8" 3'-b n 2'--7 " 3'_5 u ---IF- -1 D (b) DOUBLE-HUNS 244DH3o46 3'-O" 4'-6" 2'-II 4'-5 " --IF E (3) )> F-cl OUBLE-HUNG 244DH2449 2 F (U PICTURE = XbF0z0 b'-O" 4'-O" 5'-I I 3'-II (I WINDOW) �D���'lj� - - - -- G (I) PICTURE 244FX2020 2'-O" 2'-0" \JOr�f 4�f�,�� - - _ -- - H (3) DOUBLE-HUNE3 244DH3030 3-O 3-O 2-I I (2 WINDOWS) e, ;.. ' 1 :: j� :: -- - - - - FROPOSED F I RST FLOOR PLAN 1 (1) DOUBLE-HUNS 244DH3049 3'-O" 4'-a" 2'-II 4'-8 "� x (I WINDOW) �' '"�'+`� J (U DOUBLE-HUNS 244DH3036 3'-O" 3'-6" 2'-II " 3'-5 " 1, 1-70.0 S.E. HABITABLE SPADE; 2,520.0 S.E. CROSS AREA 50ALE: 1/4" = 1'-O" ; 037415�� y OF NE`s K (1) PICTURE 244FX30�0 3 3-0 1 -O 2-I I 2-I I tom_ : : :I 1 L (I) SLIDER NLOD12000 0ENERAL SN 1rMBOL <E)O" : Q EXISTING TO BE DEMOLI5HED NEW PARTIAL HEIGHT r i WOOD FRAME (L.G. 5TL. Ld WHEN APPLICABLE) ui EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEl"l FOUNDATION WALL 0 M 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 11 O (c)( � WOOD FRAME L.G. 57L. © POST FOR 4 WALLS Y WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w t) O P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WH NDAPPL FRAME GABLE)5TL. ev N FLOOR PLAN NOTES 0 0 � � s 0 u*) -+-' N DOOR NOTE: NEW LAUNDRY ROOM: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s nQ O O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE 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 SPEG.'s 3.PROVIDE (2) :2"x5" HDR.,U.O.N. DRYER EXHAUST NOTE: NATURAL LIGHT VENTILATION NATURAL LIGHT VENTILATION 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY (HABITABLE SPACE) (HABITABLE SPACE) OPENIN05 p o - OSTAIR 4 RAILING NOTE: 3.DUCT SIZE AS PER MANU. m m FLOOR AREA 153 S.F. I. ALL NEW STAIRS SHALL HAVE MAX.'1-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER FLOOR AREA 255 S.F. Q v d MIN. 10" Tr - R15ER5 SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2. 42" HIGH GUARDRAIL $ SPINDLE 5PAGIN6 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO % REQ. S.F.PROV. % REO. S.F.PROV. n , NOT TO ALLOW PA55A6E OF A 4" 41 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEM LIGHTING;MIN. a% W 36" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO LIGHTING;MIN. a% 20.6 S.F. 20.9 S.F. 24'-3y2" OF FLOOR AREA 14.6 S.F. 20.9 S.F. TO ALLOW PA5SA6E OF A 4" (D SPHERE EXCEED a FEET AND SHALL BE LISTED AND LABELED OF FLOOR AREA 3. 6RIPPABLE RAIL A5 PER CODE IN ACCORDANCE WITH UL 2155A. VENTILATION;NOT VENTILATION;NOT 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID LESS THAN 45% OF • METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS LESS THAN 45% OF 6.6 S.F. 11.7 S.F. MIN. GLAZED AREA 9.3 S.F. II.'1 S.F. MIN. GLAZED AREA ® WOOD FRAME STAIR: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST REQUIRED 11'-4y2" 11'-4v2" REQUIRED I. SEE NOTE ABOVE FOR STAIR: d RAILING INFO. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.RAILINC75 SHALL BE WOOD OR PVC. SCREWS b'-3" 11'- '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 4 B 4 B 211 4 B 4 $ 311 ( ) SMOKE DETECTOR / GO DETECTOR NOTES: LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. - O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT FOR EACH OF THE DUCT SHALL BE REDUCED 45° SEND AND 5 FEET FOR EACH 90° I SMOKE /CARBON MONOXIDE COMBINATION DETECTOR FEET FOR EA HARD WIRED TO EACH OTHER TRAN ER w/BATTERY BACKUP. BEND. THE MAX. THE EXHAUST DUCT DOES 2.INSTALL ALL AS PER MANU. SPEC.'S NOT INCLUDE THE TRANSITTION DUCT. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I I e r- IN COMPLIANCE WITH LOCAL CODE NEW FIREPLACE FLUE: v J O I. PROVIDE DIRECT VENT FLUE THROUGH EXTERIOR WALL PROVIDE "ABE500 FP200 FR EXPANDING FOAM" (OR OWINDOW NOTE: EQUAL) AT ALL PENETRATIONS AT `1 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM 400 SERIES CASEMENT,DOUBLEHUNG, OR GLIDING E 514,ASTM E 54,AND UL 14.19. NATURAL LIGHT VENTILATION (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 2.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY (HABITABLE SPACE) SUBSTITUTIONS,SEE NOTE #9 IN "GLASS WINDOWS ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". AND DOORS" ON PAGE 6-002 IF CASEMENT FLOOR AREA 260 5.F. - WINDOWS - ALL 05MNT WND1^15 SHALL HAVE STRAIGHT ARM HINGE WHEN NEW EXHAUST FAN SHALL BE INSTALLED WHERE ^, 2.IF DOUBLE HUNG - ALL DBL. I fUNG WNDWS TO BE O VENTILATION 15 NOT MET BY MEANS OF NATURAL % REQ. S.F. PROV. O d TILT WASH CIRCULATION THROUGH WINDOWS OR DOORS TO n BEDROOM#3 BEDROOM#2 3.ALL GLAZING WITHIN Oil OF FF TO BE TEMP. 6L. OUTDOOR SPACES AS PER NYS MECH. GODS SECTION LIGHTING;MIN. a% 255.6 50.FT. 183.8 SQ.FT. v 4.SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND OF FLOOR AREA 20.b S.F. 40.0 S.F. ? 403 323; INSTALL A5 PER MANU. SPECS _A WINDOWS (TYP. FOR ALL) U.O.N. VENTILATION;NOT m U.1 LE55 THAN 45% OF 9.4 S.F. 22.a S.F. Q '31 EGRESS NOTE: OS STRUCTURAL PERMAGAST COLUMN b" SQUARE MIN. GLAZED AREA _ IN COMPLIANCE WITH NEW YORK: STATE BUILDING REQUIRED N CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF I 3 EGRESS SHALL BE FOLLOWED: RHEEM 4 TON AIR CONDENSER O ( ) NET CLEAR OPENINO........... 5.'7 S.F. MODEL#RAI64aAJINA OR EQUAL 13'-II" 2'-O" NET CLEAR HEIGHT............... 24" MINIMUM 2'-0'-,' SM/GO I I NET CLEAR WIDTH................. 20" 1.1INIMUM Z I 3'-6" 4'--1 4'-5" 5'-O" W 3 202 I 204 -- 4 B 4 3o I K V DOOR 5GHEDULE 4 H I sM/co DOOR -� - - MATERIAL F 01 Z I 202 _ W.I.G =N I Q FIRE TAG DESCRIPTION MANUFACTURER pp 4 RATG NOTES 6 w I v [�] 205 SM/ I 33.8 °�Q.FT. WIDTH HEIGHT p 1 j 45 MIN. RATED p 205 `t I O 3 in L - L - 3 p SELF-GLOSIN6 LAUNDRY _p _ GL. 33.5 g in EFIR5T FLOOR GL. r SQ.FT. L� J - - - - - - 101 (U SINGLE THERMATRU 31-011 .71-011 • =ry 201 I I SINGLELu Z _ O, �2" 4 I 102 (5) JELD-WEN 2'-b" 7'-O" �I�C ----- # `i "► _ = N 103 (I) SINGLE �i THERMATRU� 2'-b" 7'-O" I ��_-=�I e BEDR M 4 - I r 1 204 202 BATH#2 `� v ' 11 II I __- II - 260.Q Q.FT. ry 3 FAMIL ROOM m 1 al.a SQ.FT. 104 (l) SINGLE ��JELD-WEN 2-O 7-O - �1VP 3SM/GO �II� 22q.9 Q.FT. FULL n - 2 105 (U POCKET L-JEL D-WEN 2'-8" 'f'-O" FROSTE5M/GOL02GLASS 3-°„- - - -= - -- - -- EGRESS SECOND FLOOR m ----- ------- ---- -- WINDOW - - -- -- :;?q 201 (U SINGLE JELD-WEN 3'-0" 7'-0" . E ] PROJECT: DOWN (16) RI '!.6' O BONUS ROOM I 1 -_-_ -F------- 9' CEILING O 202 1 (14J Tr 12" INSULATED 202 (5) SINGLE JELD-WEN 2'-6" 7'-O" • �i� I - - - O O _ NORTH FORK - A-401 259.q 5Q.FT. 1 - - --- I,I -- - 203 (6) I ® '1.6" 203 (I) SINGLE JELD- OLA _ ESTATES - LOT 2 � � 1 ATH#3 I dJ (5) r ® 12 n iN 204 (2) SINGLE JELD-WEN 2-O '1-O • 10 SQ.FT. 205 (I) DOUBLE JF- LD-WEN 6'-O" 7'-O" - - _- - GRIFFING STREET ---- �OPEN CUTCHOGUE� NY 11935 BASEME � NT BELOWN I � 001 (2) SINGLE THERMATRU 4 D �� 4 6 4 4'-Io" 3-aye" I m = DRAWING TITLE: .0 -0y2 3'lr2 4 d 4 - -- - - - - 16-4 H H I PROPOSED SECOND FLOOR PLAN 7771 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. L LL **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** - - = 6'-by2" 4'-4y2" 6'-10" 3'-2" -6'-10" 4'-�2'- NINDOWCHART I A 4 A 4 A � 4 I F- - - - - - - - - - - - - - - - � -- - - -- EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR _ _ - - _ -- 4'i'-lo" PAGE: TAG TYPE MODEL # OPENING TEMPERED WIDTH REQ'D ..: 20 AM HEIGHT REQ'0:24"WIDTH HE WIDTH HEIGHTA-m103m00 OPEN REQ'D: 5.7 S.F. A (IU DOUBLE-HUNG -� 244DH3056 3'-O" 5'-b" 2'-11 5'-5 (1 WINDOW) B (9) DOUBLE-HUNG-JI 244DH345b 3'-4" 5'-6" 3'-3 5'-5 x (I WINDOW) v m DATE: 07/05/22 7 OF 17 G (I) DOUBLE-HUNG ���2-44DH2836 2'-8" 3'-6" 2'-7 3'-5 Q D (6) DOUBLE-HUNG 244OH3046 C - 3'-0" J� 4'-6" 2'-II 4'-5 Q Q , �� r mt� E (3) � DOUBLE-HUNG � 244DH244q C 2-�[ -4-Q � 2-3 � I - 4-8 J L Q -- F (I) PICTURE 244FX6040 6'-O" 4'-O" 5'-II 3'-II (I WINDOW) F„ p,�D ARCS/ } J ,�� r & (I) PICTURE 244FX2020L 2_O"---- - 2'-0" H (3) DOUBLE-HUNG 244DH5050 3'-O" _ I 51 -oil --2'-II " -- - 2'-11- °--- (2 WINDOWS) < fir° yf=(i ` LLL JJJ LL_ i�fi�Oi�OS�D S�GO�iD FLOOR PLAN@I I (I) DOUBLE-HUNG �E;:244r,>H504cI_ 3'-O" � 4'-9" 2'-II �" 4'-8 �" x (I WINDOW) -_ -- - - SCALE: I/4" - I'-O" "74 -- 1,13of.of S.F. HAE3ITAE3LE Sf�AGE• I _7Sci.of S.F. GROSS AREA - 9T J (I) DOUBLE-HUNG 244DH3036- L 3'-O" 3'-6" 2'-I I �"A 3'-5 �" � � F OF �jE r ___J� --- --- °c K (1) PICTURE 244FX5050 3'-O" -]1 3'-0" 11 2'-II -- -------- L (1) SLIDER LGD420 "O II'-�i " 8'-OII'-9" 7'-II " ICL ELEVATION NOTES Q 0 OROOFING: LTJ I. SEE NOTE ® 5ECTION UJI 2. ASPHALT ROOFIN6 51N6LES,COLOR d STYLE TBA (OR J � EQUAL) (MIN 30 YR. WARRANTY) OROOFING: 2 I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF,COLOR d STYLE TBA 2 Q I � c N (OR EQUAL) 10) IAw SIDING: - - -- -- - -. - -------- - ---- - --- -- - -- ----- -- -- - — _-- --- O r � OO I. SEE NOTE ® SECTION 2. FIBER GEMENT LAP 51DIN6,COLOR d STYLE TBA (OR — — _ ---—.__-_---- _—___ - ------- ----- O EQUAL) (MIN 50 YR. WARRANTY) — -- ---- --- — -- —--— __ - -_-- --- O C Z O4 NEW WOOD FRAME STAIR -- - ---- - - ""- - ------- — - n- D Jy N — ` — — \ _ 12 — O STRUCTURAL PERMAGAST COLUMN 8" SOUARE -= - _ — - _ � - OK - :12— _ -� O ++ Ln ---— N 0 O6 DRYER VENT: `t --- ---- 2 2 1 r O SEE NOTE ® PLAN NEW A/C GOND. ON NEW GONG. SLAB, SEE PLAN O �- � NOTE. 8 - - - -__._ -0 NEW HOSE BIB _.�J DO -- - - - - 3 . — _ _ NEW ELECTRIC 8 GAS METER; - =1777 __-- - O INSTALL PER UTILITY 00. - -LA STANDARDS -- -- --6 b -- - -—_ - - - - - - n , W m O NEW FIREPLACE FLUE: - - - _ — _ -_ MP. - =�— — H 10 SEE NOTE ® PLAN _ SMP - TEMP. — _ O O 5 - All FL _-A N F.F. - SOUTHWEST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" I I TOP RIDGE HEIGHT ELEV. +28.6 ----------- = — ---- --__ — - ---- _ —_ - -- to ui \ --— --- ----- --- -- -- \ 12 s 12 -- - SEC. FL. CLC. HOT. - - 12 - \\-- -- - - - - _--- ---_ --- - PROJECT: ----------- — —q _ - -- --- ---- - - — -- - - ELEV. +21.0' 2 OL F-LEVATION NOTES, < 0 (D ROOFINe: Lij 1. SEE NOTE a SECTION Ld 2. ASPHALT ROOFIN&5INeLE5,COLOR 4 STYLE TBA (OR _j EOUAL) (MIN 50 YR. KARRANTY) ROOFINQ: 1. SEE NOTE a SECTION 2. 5TANDINO SEAM METAL ROOF,COLOR 4 STYLE T5A (OR EOUAL) C) cy) co SIVINO: 0 T- v- 1. SEE NOTE 0 SECTION 0 2. FIBER CEMENT LAP 5101NO,COLOR 4 STYLE TBA(OR EOUAL) (MIN 50 YR. KARRANT'O 0 z NEN V400D FRAME 5TAIR C*4 c =3 (o 0 0 STRUCTURAL PERIMACA5T COLUMN 5" 50L)ARE 0 Lf) 04 :10� C) DRYER VENT: m 0 SEE NOTE a PLAN Q) NEN A/C COND. ON NEV4 CON0. SLAB, SEE PLAN NOTE. -0 NEkq H05E E315 -4-) NEN ELECTRIC 4 OAS METER; ...... INSTALL PER UTILITY 00. m 5TANDAR.DS Q) NEN FIREPLACE FLVE: ------ 7 7- L4 SEE NOTE a PLAN - EIL! TEMP. IL !I L I 0L _0 _j _V) LL====Z=:LL oil NORTHEA5T ELEVATION (REAR) SCALE: 114" 1'-0" z uj 0 TOP RIDOE FIF-16FIT -------------- ELEV. +29�b' Lij 12 --------------- PROJECT: NORTH FORK ESTATES LOT 2 SEC. FL. CLO. HOT. ELE�77+2i.o' GRIFFING STREET CUTCHOGUE, NY 11935 —1:2 DRAWING TITLE: ALL NEkq PqINDOkq5 SHALL BE ANDERSEN; INSTALL AS PEP, MANU. 5PEO.'s. SEE PA5E "o-005" FOP, NAILINO STRAPPINO DETAILS. SECOND FLOOR **5EE POOR SCHEDULE FOR ALL OLASS DOORS FROM SAME MANUFACTURER** ELEV. +12.0' PROPOSED EXTERIOR ELEVATIONS :2 ,HART ROUC7H OPENINO KINDON DIMENVON CLEAR TAO TYPE MODEL # OPENINe TEMPERED IST. FL. CLO. HeT. HIPTH REOV: 20" PAGE: ELEV. +10.5' HEIiSHT REOV:24" V41DTH ____HrzlrHT HIPTH ]OPEN RFOV: 5.7T S.F. A 5 (1 HINDON 76 -2_ 02m0 F DOUBLE-HUNO JE 1 5-0 V-11 — 5'-5 Fx 5 (q) DOUBLE-HUNO 244DH545(b V-4" IF 5'-6 51-6. 0 (1) —IFDOUBLE-HUNC, 244 __2556 �Z_w � DATE: 07/05/22 9 OF 17 D (b) LE-HUN 0 244DH5046 2'-11 4' FIRST FLOOR r?tL - F 7 L—ff,,7+—I Y— MIN. MIN. 4 E (5) LE-HUN5 244DH244q 4'-q" 2,-51" 4�-�5 �F F.F A E [12-4' 040 (1 HINDON) 4'-0" 5'-11 F (1) 244FX6 E5_1_1 L IL JlIi BASELINE 1.0 ICTURE 244FX2020 :221-01 :21-011 ELEV. +0.0' V, H (5) DOUBLE-HUNO 244PH5050 2'-11 _�:2 KNIMONS) (I) DOUBLE-HUNO 244PH5041 2'-11 41-5 (1 HINDON NORTHV4EST ELEVAT N (LEFT SIDE) 037'4 E_ J 0 F 1V9A 51-011 5. SCALE: 1/41, il-o,, _61. (1) DOUBLE-HUNe 244DH5056 5'-5 -oil K (1) PICTURE 244F>(5050 Z-11 ao LOD120 P BUILDING SECTION NOTES CONNECTION 'A' A5 PER PAGE 6-003 1 Q TOP_RIDG_E HEIGHT �'J\ NEW RIDGE 0 O NEW ROOFING NOTE (TYPJ: W - - I. INSTALL NEW ASPHALT ROOFING SHINGLES ELEV. +28.6' -- - _ -_ ---- W 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO = - - _ -_-=__ _____ - __-- _I 24" FROM IN5112E FACE OF STUD WALL AND AT VALLEYS OVER -- - - - 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER - R.R. A5 PER PLANS Q 4.1/2" GDX PLYWOOD SHEATHING(BLOCK ALL SEAMS) =n - -- -_ --- - — F. \ R` -- N 5.GAP 5HINOLE OVER RIDGE d HIPS (AS REQ'D) - ___ \ �'4S _ - _ C N 0 6.PROVIDE RIDGE VENT(A5 REQ'D) r _ -n P 2 \ ipA.� -f. FLASH ALL VALLEYS - - ,5.INSTALL DRIP EDGE AS REQ'D 0 9.INSTALL ALL AS PER MANU. 5PEC.'s --- _ ._ _ m \ \ \ - 0 2 TYPICAL ROOF 4 CEILG.J. AS PER PLANS ING CONSTRUCTION: _ L - -- -- -- 5 t \ -- 0 c Z • NEW ROOFING A5 NOTED - - • 1/2" GDX PLYWD SHEATHING (BLOCKINO ® ALL PLYWD - - -- - -- \ \ -- U SEAMS) SECOND FLOOR GLC. Hg-T. :3 (O • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER --------- ELEV. +21.0' - •- 8' INSTALL X BRIDGING ® C:ENTER OF SPAN,U.O.N) • MIN. OF R-4Q SPRAY FOAM 1145ULATION(BONUS ROOM) N ♦' • MIN. OF R-4Q BATT INSULATION C) - - TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): BEDROOM #4 BATHROOM #3 n l W O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) X 6 • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL 0 0 PLYWD SEAMS) • 2"xb" STUDS ® 16" O.G. H/DBL. TOP PLATE Q • 2" FOAM INSULATION W/R-15 BATT INSULATION (R-227) SECOND FLOOR • 5/5" GYPSUM BD. WALL FINISH ELEV. +12.0' ONEW 51DINO NOTE MT.): U 4 I. INSTALL NEW FIBER GEMENT HORIZONTAL F.J. AS PER PLANS LAP 51DIN5 "TYVEK" HOUSE VIRAP (OR EQUAL) 2.INSTALL ALL AS PER MANU. SPEC.'S 5.PROVIDE ALL NECESSARY TRIM FOR FIRST I'LOOR CEILING H)_IGHT PROPER INSTALLATION ELEV. +10.8' - 4.51DIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL p O BATHROOM #1 W.I.G. BEDROOM #1 ONEW 4" THK. P. CONC. SLAB H/&"xb"-10/10 W.W.M. w 6 r REINFORCEMENT AS PER DETAIL 0 Q0TYPICAL FLOOR CONSTRUCTION: ----- • — J NEW FLOOR JOIST AS NOTED ON PLAN • 5/4" GDX PLYWD T40 5HEATHINS (BLOCKING ® FIRST FLOOR r ----- V J ALL PLYWD SEAMS) ELEV. +I.B' —� • F.J. AS NOTED ON PLANS (® SPAN5 OVER 8' ��- _ INSTALL "X" BRIDOINO ® CENTER OF SPAN, = F.J. AS PE AN5 U.O.N) O - --------- - • MIN. OF R-50 BATT INSULATION;FOAM MIN. 5" ! AT RIM JOIST 6 BASELINE I I CONNECTION 'C' PIS ELEV. +O.O PER PACE 6-O 3 4 (-401 NEW 5 I FLOOR A59EMBLY I I I I BASEMENT ( I I I Q • � I I I I I I I I I I I (-401 I r- I I I I -1 I I - — — — — — 3 - — — - -�— — - - — � - - - � (-401 A-401 SF-GTION A-A / A-SOI SCALE: 1/4" = I'-O" I R.R. AS PER PLANS X x X x xx� xx �xx xx XX xx XX) X) XX)) R.R. AS PER PLANSS Z XXX�cXXX�cxxXX) XX)U W II II II II II II II II II II II II II II II II II II II II,. 0 U II II II II II it 2 II II II II II II II II II II II II II CONNECTION SI'As I I I I I I I I I I I I I I I I I I PER PAGE 6-005 w Q NEW R.R. TO G.J. l G.J. AS PER PLAN51 PROJECT: NORTH FORK 3 - BEDROOM 5 GL. FAMILY ROOM 3 ESTATES - LOT 2 O 6 2.OE 2X6 LVL STUD WALL;ALL AREAS WHERE WALL 15 ABOVE 9' TO FLOOR SYSTEM; PROVIDE I" PLYWOOD AT INSIDE OF WALL PRIOR TO GYPSUM BOARD INSTALLATION G R I FFI N G STREET CUTCHOGUE, NY 11935 S p� F.J. As PER PLANS RA NS DRAWING TITLE: 0 BUILDING SECTIONS O GREAT ROOM DINING ROOM 4 � 0 PAGE: 0 —301m00 F.J. AS PER PLANS --_--- I CONNECTION 'GIAS DATE: 07/05/22 10 OF 17 6 PER PAGE 0-003/ - W STUD TO I I FLO ASSEMBLY MECH. ROOM BASEMENT �^C D ARC S �G / La — — — — — — — — — — — — — — — — — — — — — — — — — SECTION S-B / A-SOI SCALE: 1/4" = 1'-0" BUILDING SECTION NOTES Q ONEN ROOFING NOTE (TYPJ: W I. INSTALL NEW ASPHALT ROOFING SHINGLES 2.INSTALL ICE AND NATER SHIELD FROM FASCIA IP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS v OVER 5.INSTALL 15 # BUILDING FELT(U.O.N) OVER 4.1/2" GDX PLYNOOD 5HEATHINC(BLOCK ALL SEAMS) --- - - - Q �-- 5.GAP 5HIN&LE OVER RIDGE S HIPS (A5 REOV) — - _'- N 6.PROVIDE RIDGE VENT(AS REGV) - -- - - -- -=— - -- _ _ — L0 C) "I. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REO'D q.INSTALL ALL AS PER MANU. 5PEG.'s - - - I O TYPICAL ROOF $ CEILING CONSTRUCTION: — - -- • NEN ROOFING A5 NOTED — —_ - •O N • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL FLYND - -- -- >1 SEAMS) • R.R.,G.J., S G.T. AS NOTED ON PLANS (® SPANS OVER - - - - CONNECTION 'A' A5- PER PAGE 0-005o 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) DC7 NEN RIDGE - - - - —_ r LO • MIN. OF R-4q SPRAY FOAM INSULATION (BONUS ROOM) N • MIN. OF R-4q BATT INSULATION I ` a; ' r - Q Q O ONSTRUGTION (TYPJ: CONNECTION 'BI' AS �-- OTYPICAL EXTERIOR WALL G PER PACE 6-003 • UPON "TYVEK" HOUSE NRAP (OR EQUAL) NEN R.R. TO O.J. • UPON 1/2" GDX PLYND. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) / / • 2"xb" STUDS® 16" O.G. w/DBL. TOP PLATE / • 2" FOAM INSULATION W/R-1'5 BATT INSULATION (R-27) / - • 5/8" GYPSUM BD. NALL FINISH / / `t, BONUS ROOM ONEN SIDING NOTE (TYPJ: 2 FIN15HED $ 4 I. INSTALL NEN FIBER GEMENT HORIZONTAL / / HEATED LAP 51DIN6 "TYVEK" HOUSE NRAP (OR EQUAL) 2.INSTALL ALL AS PER MANU. SPEG.'s -- - — - — 5.PROVIDE ALL NECE55ARY TRIM FOR PROPER INSTALLATION — 4.51DIN6 SHALL EXTEND TO TOP OF INCG.J. AS PER PLANS FOUNDATION WALL ONEW 4" THK. P. CONC.SLAB w/6"xb"-10/10 N.W.M. REINFORCEMENT AS PER DETAIL OTYPICAL FLOOR CON5TRUOTION: O • NEW FLOOR J015T AS NOTED ON PLAN • 3/4" GDX PLYND TSG SHEATHING (BLOCKING ® Q ALL PLYWD SEAMS) 4 ( 2 GAR (n • F.J. AS NOTED ON PLANS (so SPANS OVER 5' �i I GARAGE v INSTALL "X" BRIDGING ® CENTER OF SPAN, _ U.O.NJ • MIN. OF R-50 BATT INSULATION;FOAM MIN. 5" 2 AT RIM J015T A-3o2 I I I s I I I I 4 IA-502 — — — J SEOTION G— G / A—SOI SCALE: 1/4" = I'-O" ALUMINUM FLA5HIN6 TYP. ROOF/ROOFIN6 2"Xb" LEDGER CONSTRUCTION (SEE to SECTION NOTES) w rlivR (2) 2"X8" HEADER Xk 2"x6" LEDGER U 4 w 2"X4" G.J. < 1"X6" FASCIA BOARD p 0 I- 'SIMPSON'JO15T HANGER Z < '51MP5ON' JOIST HANGER N STRAPPING O-wi I" BEADBOARD CEILING tu CD N M " X 6 B �" LA& OLTS 6X6 W.W. -10X10 M. o m (COUNTER SINK) BETWEEN CENTER $ 0 V Q MIN. 4" BETN (2) BLOCKING TO CATCHEEN EDCE5 OF LAO BOLTS UPPER 1 m I-I/2" SQUARE BALUSTER 4"x4" CEDAR STAINED OF SLAB PROJECT: (STYLE TO SELECT) CORBEL (50REN SECURED IN PLACE CORBEL TOGETHER) SIMPSON H2.5A RAFTER (COUNTER SINK, WOOD DURING POUR NORTH FOR K TIE (OR EQUAL) FILL,SAND AND STAIN) ou TER NBOLTS (2) 2"x6" P.T. SILL PLATES 5/4„xb c P.T. DECK Q PON SILL SEAL UPON ESTATES - LOT 2 4 POURED GONG. a I COPPER TERMITE SHIELD BOARDS SLAB - ' 1 l a 5/8” (P HOOKED ANCHOR BOLTS o - O II LII 6 MIL POLY ' 41[I;, a 3a" O.G. w/ 3" SQUARE WASHER GRIFFING STREET 2 C Af;ZAC E PORCH DETAIL MOISTUR -H II�\ ENDNUT; ALSO SEE ANCHOR BOLT (2) 1/2"m HOT DIPPED 6ALV. A_3O2 0 RETARDER a I I SECTION ON PAGE A-200 CUTCHOGUE, NY 11935 BOLTS ® FA. POST w/OVERSIZED SCALE: 5/4" = 1'-0" I L a P.T. D.J. AS INTO 4 GRAVEL BASE I _ = O E S END NUT PREBORFJ7 UPON CLEAN-----, d � Q �I Q a PITCH GRADE DRAWING TITLE: PER PLAN (V— INTO BEAA M,POST,DECK TIES a a RIM BOARD A55EMBE:LYa _ P.T. BEAM As NOTED COMPACT FILL o cV - SOLID BLOCK ® 12" O.G. 5/4"xb" '.T. 8° BUILDING SECTIONS DECK BOARDS P.T. DECK JOISTS AS (1) # 5 REBAR I14 8" THK. (MIN) P. DESIGN DETAILS (2) SIMPSON DJT14Z (1) 1/2"(P HD. &ALV. THRU NOTED ON PLANS CONTINUOUSGONG. DECK JOIST TIE ® BOLT w/OVERSIZED WASHER a EA. P05T4END NUT PREBORED INTO GRADE BM. P05T S DECK JOIST TIE 5/4" x REO'D <I "SIMPSON" A5A44 HE16HT P.T.RISER (I) #5 REBAR (3,500 PSI) ® COLUMN BASE _ — — — — — — 4811 I I I ry 4"x4" P.T. POST DECK BOARDS o— —" " I In d a (I) # ET PAGE: 5/4"xb" P.T. II GRADE 2"x BLOCKING ® EA. IIII BAR © NOTE: 5TRIN6ER TO MATCH SIZE II OF P.T. DECK JOISTS a III► 48 O.G. _ I. REFER TO PAGE A-200 A-302mOO 8 4' SONOTUBE' FILLED it SOLID w/P. CONG. 'u IIII O Z (MIN. 4p00 PSI) o1i i z FOR NAILING AND _ FASTEN 5TRINGER TO ° ASPHALTIC , STRAPPING OF ALL 1111 BLOCKING (MIN. 6 11 1 DAMP COMPONENTS I I �• FASTENERS) a l li i PROOFING NOV , 9 q I a DATE: 07/05/22 11 OF 17 (2) #4 HOR. REBAR 1 2"x12" P.T. STRINGERS ® 16" IIII (I) #5 REBAR 4" THK. x 8" WIDE x WIDTH G � �O.G. (MIN. 3 STRINGERS ® a a III ONTIN0005 (2) #5 BENT OF STAIR P. CONC. PAD I i EA. STAIRWAY) I REBAR I Il 12"x I2"x8" P. GONG. PAD �r FTG. (MIN. 4,000 P51) r• 2"x6" P.T. BLOCK IN BETNEEN _ I1 : . ED A�C r EA. STRINGER. FASTENED TO v X NOTE` #5 REBAR e 11 �� tij P. GONG. PAD w/ 111164" x m d ALL DECKING SHALL BE FASTENED 60" O.G. P T� EXTERIOR NOO D D E O� DETAIL 5-1/2" CONCRETE 5GREW5 E r � �w/COATED DECKING 50REN5 BY L__= aL_ LIDECK MATE (OR EQUAL) A-302.0 _ "CABURN' (OR EQUAL) - MIN. (2) #5 REBAR - s 4W,� 7." SCALE: 5/4 - 1'-0" WS(5) SCREPER BLOCK O MIN. GRADE &RADE 51, MIN { '3740 O. OF tN4 EXTERIOR MOOD STAIR DETAIL —4 MONOLITHIC SLAB DETAIL _b A-302.0 „ _ I -O A-302.0 SCALE: 5/4 „ _ I -O„ SCALE: I Q EXTERIOR SHEATHING AS 0 PER SECTION NOTES - W SIDING MATERIAL AS p w PER SECTION NOTES 8 (4) 3/5" H.D.G. LAG J 0 BUILDING PAPER d HOUSE WRAP BOLTS (PREDRILLED) M TO FULLY OVERLAP FLASHING — — Q .� HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE tI "Z" FLA5HIN6 O / — _ � (p SPECIFIED ON 51DE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; 1 5/4"X6" P.T. DEGKIN6 - — — PLANS AND NOT PROJECTING MORE THAN 412" INTO O.N. ON PLAN/ O O "� STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT GAP FOR r EGTION/DETAILS) PITCHED METAL DRAINAGE JOIST HANGER BY - 0 .CZE --__ 3/5" THK. PL. 'SIMP50N' OR EQUAL - � 1 II 3/5° THK. H.D. a � � N \ _ FIRST FINISHED FLOOR �. _ — I I �4 GALV. PL. � V 4 O 0 -t coIlij :3 t C) +� L0 01 METAL DTT DECK TENSION GAP PLATE A _,.., N +, JOISTS AS PER PLAN FASTENED w/(2) FL TIE BY 'SIMP50N' (OR c p --\ lYY MIN. SPACE BETWEEN \ 5/5" m x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) FOR CONNECTION OF STL. COL. TO (2) 1-3/4" WIDE Q :2 0 \ WALL AND HANDRAIL \ LAG, BOLTS ® Iroll O.G. INTO MUD SILL d COUNTER W RIM BD.;WHEN ® FOUND. WALL FASTEN LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER \ s/4' PINE RISER \ w/(2) 5/5"4> x 5" LONG APPROVED FLA5HIN6 P.T. DECK J015T MA50NRY ANCHORS ■ 16" O.G. AS PER PLAN 8/4" PINE TREAD STANDARDS FOR ORIFFABLE HAND RAIL FOUNDATION WALL SCALE: NT5 I lO" 4 z O HANDRAIL GROSS SECTION 2 LEDOER CONNECT 1 ON DETA I L 811 lo (4) 3/5" H.D.G. LAG r l • — MIN. a A-401.00 BOLTS (PREDRILLED) U I" ROUNDED NOSING o CLEARANCE CIRCULAR NON-CIRCULAR SCALE: I" w/Y4" RADIUS 4 = I'-O" n , m (NOT INCLUDED IN � -- -- - - `-`-' I TREAD DIMENSION) / 40y4" / — — O � V41,_2�� PERI- �4° / I j = MIN. / METER / MAX. / 1 m —+- - /— O / O Lu U v w / / / 1 3/5" THK. PL. - –� / / 4 3/5" THK. H.D. Ul FLOOR SYSTEM AS NOTED ON PLAN /2 GALV. PL. • — GAF PLATE 'B' (� m (3) 2"x12" STRINGERS ® w/R-21 / / / NEW STL. GAP PL. 'A' FLOOR WOOD BEAM WELDED TO COL.;SEE A5 NOTED ON PLAN nn ll INSULATION, IF UNDERSIDE 15 FACING tt / / GAP PL. DETAILS FOR CONNECTION OF STL. COL. TO (3) 1-3/4" WIDE ALJ STORA&E/NON-HABITAL SPACE \ - / / / / NEW 3-1/2" O.D. SCH 40 LVL LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE 1 NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. DIMENSIONAL LUMBER OR 5.25" WIDE PSL 0 TO STORAOE UNDER " GYP. BD. \ - BASE PLD. DETAILS FOR FOUND. LAN BY SIMS BOLTING STEEL (OR EQUAL) (WHEN APFL I GALBE) NEW 4" P. PROVIDE GOLD JOINT GONG. SLAB \ AT CONC. SEAMS (TYP) 8 n • 'j" TREATED 2"x12" SILL FOR CONTACT = (y II �2'I H/CONC. (IF APPLICABLE) -_--�- - BASEMENT 4 GRAVEL BASE Y411 �� ° NEW (3) #5 HOR. REBAR UPON (3) #5 NEW 24"x24"x12" HOR. REBAR (6 TOTAL) DEEP P. OD COMPACTED FILL NO. PAco) O DIP " 01). STL. COL. OT FTG. (MIN. 4,000 PSI) (ASTM A123) AS PER PLAN WELDED STEEL COLUMN FOOT I NO DETAIL �� 5"x5"x3/5" THK.. PL. STL. BASE PL. A-401.00 SCALE: 3/4" = i'-O" � O O (4) I/2" HOOKED ANCHOR INTERIOR WOOD STAIR DETA I L BOLTS EMBEDDED INTO IA-401.00 -oilFOOTING MIN. 4" w/ OVERSIZED SCALE: 3/4" = I' WASHER AND END NUT SETUP 2'-O" LAP (TYP) BASE PLATE 'A' PROVIDE 3" (MIN) GONG. OVER ---------- --#-- OF ALL REBAR WITHIN P. GONG.Ow � FOUND. WALLS d P. NO. FTV5. PROVIDE STRAPPING d NAILING NOTE: I I II AS PER CONNECTION V IN I. IF FINISH MASONRY USED (SUCH AS I I I "TYPICAL NAILING/STRAPPING U BLUESTONE) - MA50N TO ADJUST ----------_---- -- II PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, 4- STEEL COLUMN CAP � BASE PLATE DETAILS HOW OF LANDING AS REQ'D TO t BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" ACCOUNT FOR FINISH MASONRY I I jI PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. JA-4010. 0 I I I �IIt- (WHEN APPLICABLE) SCALE: 3" = I'-O" � 2. ALL HORZ.SURFACES SHALL BE PITCHED �I �I FLOOR SYSTEM AS ® 1:45 AWAY FROM BUILDING Ij II II NOTED ON PLAN NEW (2) 2'x6' P.T. SILL PLATES TYP. ROOFING, (SEE Lu 3. FOR SLABS ABUTTING FRAMING,INSTALL I I TERMITE SHIELD D TYP. ROOF CONSTRUCTION UPON 5ILL SEAL UPON COPPER SECTION NOTES) COPPER FLASHING FROM 12"ABOVE AND #5 REBAR (TYP) I I Q ADJACENT TO SLAB, BED ALL,FLASHING Q I I I I I IN ASPHALTIC MASTIC NEW 5/95"(P4'P.GONG.SLAKW -�p i5/95"(P HOOKED ANCHOR (SEE SECTION NOTES) K/6x6 1O/10 W #5 BENT I I I N STAIR DRAINAGE GALCULATIOIVS: I" UPON COMPACTED REBAR(TYP) Oi t I I I BOLTS ® 39" O.G. w/3" SQUARE �t'��'A` PROJECT: STAIR WIDTH = 3b" (TYP) FILL ry I i I I WASHER s ENDNUT 'S1M RA LATER TIE E PROPOSED NEW .5 AREA= 30S.F. GRADE I I I NORTH FOR K REBAR BENT TO ° I I ) 30.5 sq. Ft. X 0.1-1= 5.19 . - --s__a_ I r Z ; ? ESTATES - LOT 2 --� e 11 5.19/3.1= 1.7 VERT. FT. OF 2 Dlf� RING REQ. SLAB AS SHOWN � °=___=_== I I I G PROVIDE (1) V DIA. X 2'-0" DEEP STORM j\\j\\j z I I I II WATER LEACHING SYSTEM • a \\// . /\/\/\/ #4 HOOKED VERT. 11 FASCIA BOARD G.J. AS PER PLAN / � / / I REBAR® 45" O.G. .°I I ' N #4 REBAR ® EA. C;y ° %'/ °. // \///////� ///// GRIFFING STREET STEP;3" _VR,® ENDS L i • \ \ \ \ \ \ \ II' ti a j\\j\\j\\j\\j II• CUTCHOGUE, NY 11935 CORNER CONNECTION • 11 BEAM AS PER PLAN ASPHALTIC DAMP GRADE DRAWING TITLE: loll LANDING MIN. • y�i /\/\/ �GOMPAGTED /\/\/\/ O PROOFING TO EXTERIOR • II ,, "SIMPSON" FC-64 \\ \\ \ \ \ Z I I I ( I (FOR 3 PLY BM) NEW "SIMPSON" LU526 _ — ° FILL //\//\//\// II. �, GALVANIZED JOIST DESIGN DETAILS X '• • �'� \ X/\/ •11 - HANGER SIMPSON" B052-2/4 n1 Q • '� \\ \\ #4 REBAR ® 10"/\\ \\ \\ \\ \\ z O #5 REBAR (TYP) :2'-O LAP I I a • - (FOR 2 PLY BM) 4"P.GONG.SLAB w/ 2"x4" r ° �i $ / \\//\\ \\O.G. (MIN. 3) /\\//\\//\\//\\//\\//�/ LL (TYPE II 6"x&"-IO/IO W.W.M. KEYWAY /�� – UPON COMPACTED FILL •° ,% / / // // // // // // // // // // // // o O y�i / /\/\/\/\/\/\/\/\/\/\/\/\/\/ J P. GONG. FOUND. WALL I� - 4'DRAIN CONNECTED \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ m O ------ - -I -- r--------- (MIN. 4,000 P51) II° a O TO EXIST.MAIN LINE , , • NOTE: //\//\// [A I I--------------- 1 • 0.. PAGE- " ALL P. GONG. 91 ~/\\/\�•b Q/\\/\\/\\/\\/\\/\\/ SHALL BE /\\/\\/ ------- -- ---}�-------- #4 HOR. CONT. REBAR ® •��_ - - II v / 4,000 P51 (MIN) \//\//\// I I II TOP,MIDDLE, d BOTTOM OF lI z— #4 REBAR CONT. ® 10" O.G. (MIN. 3) J<\� \\/ /\\/\\/\\/\\/\\/\\/\\/ /\\/\\/ I WALL (3 TOTAL) II.4 -401m00 O (1) #4 REBAR CONT. 1I �`\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ --------------- ---- ---h--I�---I------- lI i P.T. P05TAS #5 BENT REBAR ® 12" O.G. I \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ I I I II PER PLAN //\//\//\//\//\//\// I I I P. CONC. CONT. FTG. 1 - 5" THK. P. CONC. WALL \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ Q (MIN. 4,000 PSI) ° II 1' \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ II II U n DATE: 07/05/22 12 OF 17 // // // // // // // // // // // // // // 0 I I #5 BENT (3) #5 HOR. CONT. REBAR (1) #4 REBAR CONT. \�\ \\ �\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ I REBAR(TYP) II — \% \/\/\/\/\ \/\/\/\/\/\/\/\/\/ I I 4" P. GONG. SLAB INL I IS" WIDE x 12" DEEP /\/\/\/\/\/\/\/ a P. GONG. FTG. \\// \ \\//\\//\\//\\//\\//\\//\\//\\//\//\\//\\//\\//\\//\\//\\//\\// I I j v V �_ • I1 I _ "51MP50N" - )( POST BASE PER ".�C 6» (2) #5 HOR. REBAP: k3 �� I I II. • ` c - P05T 51ZE ���D/4RC 6 MIL POLY — • '11 O - �� M. p MOISTURE(RETARDER A. •e', __• .a�� _' P.T. DEGKIN6 EXTERIOR MASONRY STAIR DETAIL I I I - A 1 4" GRAVEL BASE__ m a — r .i EAN A-401.00 _ COMPA TL F LL- O leC SCALE: 3/4�� - i -O 2-o _� •` :�f � 'T' CONNECTION P.T. D.J. AS PER PLAN c4�AT� oJr �o M REBAR OVERLAP DETAIL 0FOUNDATION WALL DETAIL g COVERED PORCH DETAIL A-401.00 SCALE: 3/4" = 1'-O" JA-41.00 SCALE: 3/4" = I'-O" A-401.00 SCALE: 3/4" = 1'-0" OENE AL- 5"",r 1`50L <E� : Q _ EXISTING TO BE DEMOLISHED ; NEH TIAL HEI0HT WOOD FRRAME (L.G. STL. W WHEN APPLICABLE) W EXISTING TO REMAIN -J v -.. { NEW WOOD FRAME (L.G. NEW FOUNDATION WALL I---1 5TL. WHEN APPLICABLE) ` I Q NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \I p Lo C) P05T FOR 4" WALLS VVV .. WOOD FRAME (L.G. 5TL. O T- WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL p P05T FOR 6" WALLS), U.O.N. �-- I NEW 2-HR FIRE RATED O C Z � WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) v N >, U I �— — —E, � �— F — -1 O p ct o Lo (2) 2"x10" P.T. — (2) 2"x10" P.T. -r�+ c LTrI DROPPED BM. L — J p v DROPPED BM. � _ _I_J Q � :20 I -iI n 1 o � (2) 2"x10" P.T. 72727-10P7." I — J DROPPED BM. Q I_ DROPPED BM. I- —I J U I U Q) m I IQ n ® Q I I • - - — — — — — — — — — - - I � - - - - - — — — - - - — — — — — — — — ® DRAIN F1 SLOPE MECH. o _ I " ' ROOM In ab SO.F.T n ® I I� - .. O IL I I' .. I _ I (2) 11.6"15 2.0E 6-P LVL F- -1 F- � F- -1 DROPPED GIRDER 11.8"15 2.0E 6-P LVLT L — L — -1 DROPPED 61RDER I_ J Q I ' � I i • o �I� • .• I I • , � o� °II I — — — — — — — — — — — — s • I (5) 11.615 2.OE 6-P LVL -�(3) 11.615 2.OE 6-P LVL' a (5) 11.&-M 2.OE 6-P L�- (, 3) 11.675 2.0E 6-P LVL DROPPED 61RDER 1- — - DROPPED 61RDER L — DROPPED 61RDER J DROPPED GIRDER (2)2"x6" P.T. HDR I II o I I �tu I � I I � w � _ N p� BASEMENTi - - - - - - - - - - - - - UNFINISHED _ — — — — — — — — - -- — — — — — — — — — — -- — _> UNHEATED Ory I . On � N ® m 865 50.F.T N 1 I � F- I ' I I I .. I -• I z ?( I ' (5) II.6'T5 ZOE f -1 (5) 11.6'15 2.OE F- -1 (5) 11.675 2.OE LVL _ e � 5 2.OE _6-P LVL 6-P LVL _ DROPPED ( Q DROPPED- �— a '+— DROPPED 61RDER L -i DROPPED I I 2 CAR GARAGE 61RDER L 61RDER - I GIRDER I I I I I ( SLAB ON GRADE ) 1 1 1 1 1 1 1 I L 1 1 1 1 1 1 1 I I I PROJECT: 7T7, NORTH FORK - - - ESTATES - LOT 2 ory .. I I �.. I Ila U n wp ry ® I I I / \ IL 6a ,L I I I ry w0 Inw GRIFFING STREET ® Q TRP. F.J IL CUTCHOGUE, NY 11935 ck I I I I DRAWING TITLE: e - - PROPOSED STRUCTURAL PLAN — — — — - - - - - - - - - — — - -- L — — — — — — — — — .• I lay I L- ---j IF LL* 7774 77 o ® Q I PAGE: Im ml 2)2"x10" P.T. DROPPED BM. PT. DROPPED BM. S-10 In 0 0 DATE: 07/05/22 13 OF 17 K BRED ARC ° pq� FROPOSED FOUNDATION STRUCTURAL PLAN -Z �,�t�� ;�r,�g-°���, SCALE: 1/4" = I'-0" (5ENERA : 5*NrME30L KE)," : a _ EXISTING TO BE DEMOLISHEDNEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Lii w WHEN APPLICABLE) EXISTING TO REMAIN -J M ---{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL F--� 5TL. WHEN APPLICABLE) Q ".t c C14 NEW I-HR FIRE RATED11 MIN. (2) 2"x4" STRUCTURAL Lo COO WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" 571;ZUCTURAL P05T FOR 6" WALL5), U.O.N. I NEW 2-HR FIRE RATED LO � z � WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) •� N 0 0 - .cO L0 .w N Q 0 :2 0 WOOD DECK 207 SQ.FT. U m 4_j (3) x II.875 (2) 2"x8"( TRP.POST LVL HDRTRP.POST HDR o —I TO HDR. TO HDR. kq ('10 I C N Lu N � � `nv� \JJ ' O V P KITCHEN W z 215 5Q.FT. U GREAT ROOM > z O z I 281 50.FT. tuo _ I f Lu LLO OL GAS �I w FIREPLACE p r iv p (3) 9.5" LVL DROPPED _ HDR.,8' HDR. HT. N N DBL. POST TRP.POST TRP.POST TO HDR. TO HDR. TO HDR. 2 I.j5 x 18.15 ,� 11.815 2.0� - _ _ PAN. � - LVL FLUSH HDR —DRP. HEADER _ _ _ _ 15.1 Y dQ d1 7=71 ' 5Q.FT. l� O� MUDROOM U.l z z m 1u�Q 73 50.FT. � m®} V BATHROOM 1111V' OPEN WEB ENGINEER TRU55146.2 SQ.FT. Q DROOM ;q Q BENCH x v F.J. ® 16" O.G. * � � INT 118 SQ.FT. r ry p DESIGN BY MANUFACTURE N w ®� wlu p zOX) & �z lu a jI' M®1 Q * Q �' to -i Z riz ILS . IL Xa o 0 , / = yQ 0 n 86.Q SQ.FT. p ' In WQ L U 11 1/5" OPEN WEB ENGINEER TRU55 - dJ 2 GAR 1u OQ F.J. ® IV, O.G. GARAGE 10 zY DESIGN BY MANUFACTURE_ I m 550.0 50.FT. O� a I I I I I I a- DBL. POST I I I (2) 11.8715 LVL FLUSH O ®w D TO HDR. I I I I I II p (2) a.5" LVL FLUSH HDR., - _ cs - _ — - I I I I n _LL PROJECT: DBL. P05T TO HDR. I I I (2) 118"(5_ VLFLU NORTH FORK ESTATES - LOT 2 JOIST HANGER NOTE: FOYER \ I / \ I a PROVIDE HAN6ER5 321.1 50.FT. p BEDROOM TO ALL F.J. AT FLUSH z 236.1 50.FT. HEADERS. GRIPPING STREET CUTCHOGUE, NY 11935 (2) 2"x8" (2) 2"X8" II T/8" OPEN WEB ENGINEER TRUSS HDR HDR HALF- - - "Q F.J. ® 16" O.G. BATH -1 / DRAWING TITLE: c^V DESION BY MANUFACTURE 42 SQ.FT. (2) II.B"15 LVL HE ER _ I I / (2) 11.8'15 LVL HEADER_ —- \\j/�►►/(_ - - - - - — PROPOSED STRUCTURAL PLAN n n n n (2) 2"x8 (2) 2x8 (2) 2"x8 — WOOD PATIO HDR- — 125.4 50.FT. PAGE: (3) u5" LVL GIRDER S-102m00 DATE: 07/05/22 14 OF 17 �.4 M po i-'ROFCSEI7 F I RST FLOOR STRUCTURAL PLANtp SCALE: 1/4" = I'-O" -A-c °�.x'37 fJ l4 TF OF 1VA OENERAL.ERAL= 5 I �50L <ENr : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. Ld WHEN APPLICABLE) EXISTING TO REMAIN -J � NEW WOOD FRAME (L.O. NEW FOUNDATION WALL l STL. WHEN APPLICABLE) `I Q13� 04 NEW I-HR FIRE RATED MIN. (2) 2"x4' STRUCTURAL V :3 Lo 0 O O WOOD FRAME (L.O. 5TIL. © POST FOR 4 WALLS VV r r- WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w � v- O P05T FOR 6" WALLS), U.O.N. +, NEW 2-HR FIRE RATED C Z WOOD FRAME (L.G. STL. .— r WHEN APPLICABLE) D N O O O to Q O :2 0 W —~ (2) 2"xa" HDRI ° (2) 2"xa" HDR ( 1 POST TO ABOVE i • POST TO RIDGE ABOVE `J 5EDROOM#5 15EDROOM#.2 258.6 SOFT. 185.8 50.FT. Q ° — I 2"xa" G.T. G.T. ® I6" O.G. Cl FEET ABOVE FF I I POST TO AB°� I Q (2) 2� (2) 2"xa" HDR (2) 2"xa" SDR �— 1 (2) 2"x5" HDR V41 C, I 55.9�rO.FT. L L - - L LAUNDRY — _f GL. 55.8 2"xa" G.T. GL. G.T. ® 16" O.G. O • _ a FEET ABOVE FFIL - = I IL N BEDROOM#4 v 260.1 50.FT. p BATH#2 v �m FAMILY ROOM P05T TO qI.q SG.FT. � ®d POST TO I RIDGE x ®F 221.1 SQ.FT. ABIDOVE iv cb ABOVE ~W- — GL. 6u- < " P05T TO -POST TO � I w RIDGE RID6E w (2) P05T ABOVE ABOVE TO HEADER NEW 2 1.75"x11.875" G.P. _ 2.OE LVL FLUSH HEADER - TRP,POST POST TO I TO HDR. U RIDGE \_(2) F05T ABOBONUS ROOM I W TO HEADER I ><I - — — — — FINISHED b INSULATED — — — — — — 1 i p I I I 251.1 50.FT. n I I v! TRP.POST :N: � - T----r- _ - n TO HDR. N W BATH#3 -7 104 50.FT. 2"x8" G.T. Cd q FEET (ABOVE: FF I I Q (2) 2"x5" HDR (2) 2"xa" HDR (2) 2"x8" HDR (2) 2"xa" HDR PROJECT: � I Ate ° I NORTH FORK (2) 2"xa" HDR (2) 2"xa" HDR I ESTATES — LOT 2 (2) 2"xa" HDR VE (2) 2"x DR (2) 2"xa" HDR -- - - - - - - - - - - - - - - - - - - - `� GRIFFING STREET L - - - _ _ - - - - _ - � CUTCHOGUE, NYl1935 DRAWING TITLE: PROPOSED STRUCTURAL PLAN PAGE: S-103m00 DATE: 07/05/22 15 OF 17 FROFOSEI7 CL A�SEOND FLOOR 5TRUGTURA P F �\��V �� p"� yew `y� `,% L <'� t 50ALE: 1/4" — 1'-0" ., Oar?4 �O _ OF N� 0ENER/6%L <EY Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 W WOOD FRAME (L.G. STL. W EXISTING TO REMAIN WHEN APPLICABLE) . _I 0 v NEW WOOD FRAME (L.(5. NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL `I 0) (p D FRAME L.G. STL. Ell POST FOR 4" WALLS Y p •T- V- WOO ( WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED cZ WOOD FRAME (L.G. STL. � WHEN APPLICABLE) U N C :3 CD O 0 :t _r_ O :- In -�' N -'-' Q 0 :2 0 - - — — — - - - — — —T- - - — — —I—J 4"x3" ALUM. DOWNSPOUT DOWN rOl I n l SPLASH GUARD I I I �L/ (Typ) I I I 4"x3" ALUM. DOWNSPOUT • DOWN TO DRYWELLS 2" x V R.R. 1 GRADE (TYP) 21" xlb"" R.R. I 2 " x 10" R.R. I r Q 1 4:12 PITCH n (j � 4"x3" ALUM. D DOWN TO I a:1�2-P I q:12 PITCH SPLASH GUARD ® GRADE rTYP) I i s I I Q - - - - - - - - - - - - - - - - - - - 2" x 10" R.R. 2" X 10" R.R. O.G. I ® 16" O.G. / ♦ I / tu _ \ / ♦ 10:12 PITCH 10:12 PITCH / � In 1 �1 QR �J /ry�ry� 5 J 9s,, J � ` - - - - \ . / 0 - - - - 13 (2) 9.5" LVL HDR - I 1 NEW(2) 1:15"x11.8'75" 6.P. 2.OE LVL RIDGE E9- (2) A (2) 9.5" LVL HDR 3 NOT, 1 w x I 1 o = _ "' IW n _ _® 4••x3" ALUM. �_ �I n �l 9�♦ N x ( " I DOWNSPOUT 1I J N I J /v o O - _ (2) 2x12 RIDGE _ - _ _ SOPLASH m TO U N is n Q( n n F GUARD o � a T GRADE (TYP) N w 2" x 10" R.R. 2" x 10" R.R. N X ® I6" o.G. ® 16" O.G. �° PROJECT: 12:12 PITCH 12:12 PITCH z 1 N i NORTH FORK W x - ESTATES - LOT 2 I I DBL LVL I I N Q N® P05T TO xL — — — RIDGE — — — �o I I I - - - - - - - — - - - - - - - - - - J GRIFFING STREET 4"x3" ALUM.41 - 1 I CUTCHOGUE, NY 11935 DOWNSPOUTDOWN TO - � � u I-SPLASH � - - - - - � GUARD m - GRADE (TYP) �_ DRAWING TITLE: n 4"x3" ALUM. 0 DOWNSPour PROPOSED STRUCTURAL PLAN DOWN TO - 8 - - - - - - - - - E[ Ed - SPLASH GUARD GRADE (TYP) 4"x3" ALUM. 4"x3" ALUM. DOWNSPOUTX DOWNSPOUT DOWN TO DOWN TO PAGE: SPLASH SPLASH GUARD ® GUTTER HIGH GUARD GRADE (TYP) POINT(TYP) GRADE (TYP) S-104mOO DATE: 07/05/22 16 OF 17 T, ¢ED AIYC �\ N� M.PROPOSED ROOF FRAMINO PLAN n SCALE: 1/4" = P-O" �r 03745 p`r 0 NES Q 0 Ldv M w � 0 0 - eT � O I 0 cZ N O O _c o 4- Lo -+-' 044- c nQ OHO W U Q) m U U) 0 /44"FRESH AIR VENT J I L THROUGH ROOF u u � 3" < eC I I I I 1 LAUNARY @Aj'fiROOM 3 BATHROOM 2 �^ _ BATHROOM 2 BATHROOM 3 LAUNDRY NQI€ ,_r_---T� I I I I ALL PLUMBING WORK NOTE: 1 SHALL CONFORM TO LAUNDRY US{BIK O 2" _ 1 I 2"I 1 d 09 LOCAL FLUMBING CODE A I I SHALL CONFORM I Q° 1 4° 1 4° TO LOCAL 12' I B 1 B 1 12' I I 3' PROVIDE'ABESGO FP200 FR zq 1 11w 1 14 1 1 CJ I I I 1 EXPANDING FOAM'(OR EGNAL) p Q i; ; 1 j; 1 j; Q4 3 I j; LES FUEL GA5 U 1 I I I AT ALL PENETRATIONS IN FIRE U U I I1 U I 1 I RATED WALLS AND =1 Wim• 1 Wim• I ( FLOORS/CEILINGS. PRODIIGT Iin HOT WATER �- Ir.�fiOWER I- " I- " 15HOWER 2" CONFORMS TO ASTM E b14, -+� �I �� lLJ( �� j� � jn �I �`I �� jSHOVER � I j.�V �PERF------{ �Y PIPING IDE'A Soo Q4 1. PROVIDE'ABESGO FP200 FR ASTM E 84,AND UL 1419 1 i -I DRYY1vRR _ EXPANDING FOAM'(OR EGlUAL) " 1 WA51$R �.�------ 1' - ------------------' 1 -----�'�------- COLD HAn�2 G.O. 3' 15 .._.._.._..�y-.._. .._.._ _ ._- Ar ALL PENETRATIONS AT WALLS G.O. _ ®._.._.._.._.._.._.._..__._.._.._.. ,- .�s-.._.._.._.�..._.._.._.._.. ..� �.._.._..�SUPPLY AND FLOORS/CEILING5. HALF BATH BATHROOM I ITGHEN _ - HALF BATH ICITGHEN I PROVIDE'ABE-500 FP200 FR 2.PRODUCT GONFORM5 TO A5TM E BATHROOMI 814,ASTM E b4,AND UL 1419 ALL PLUMBING WORK j EXPANDING FOAM'(OR EQUAL) LOCAL PLUMBING CODE SHALL GOW-ORM TO AT ALL PENETRATIONS IN FIRE I RATED WALLS AND FL r/GEILING5. PRODUCT rITC44EN LIVINO CONFORMS TO A5TM E b14, ROOM 2"- I I GLEAN OUr I 1 AS REOD F I CJ ASTM E b4,AND UL 1419 F j; 1 I; 144 44 I j 1 PROVIDE PAI. 0 IL 1 � U U I I � I I 1 1 � FlREPLAGE IL VENT oil jQ I1 _ SHOWERRE6ULATR I 17 3" 2 1 1 �----=-------=--�--- �---+8-------1-�---------- �---� ----------------� � w .___—.._ .._.._.._..�s.__. .._.._.. .._.._.. .._.._.._.._..�._.._.._.._.._.._.._ _ G.O. - i,�.._.._.._.._.._.._.._.._._.._..� 6A5 SUPPLY " 4 O 11 U 4"HOUSE MAIN DRAIN G.O. I � � TO STREET TO j I rWATER MAIN MAIN `' TO SEPTIC 5YSTEM II Ij m iFIRST SEG. p N FL. . FURN. PROJECT: NORTH FORK ESTATES - LOT 2 FLUME31 NO RISER - O)RA I N / NAST E / VENT FLUMB I NC RISER - SUFFLY CAS RISER - SUFFLY SCALE: NTS GRIPPING STREET SCALE: NTS SCALE: NTS CUTCHOGUE, NY 11935 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-10 1 0 0 0 DATE: 07/05/22 17 OF 17 ED ARCy Poaf +`r� &0