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HomeMy WebLinkAbout51214-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51214 Date: 09/24/2024 Permission is hereby granted to: Michael C Nardo 5 Willow Rd New Hyde Park, NY 11040 To: construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 470 Moose Trail, Cutchogue, NY 11935 SCTM# 103.-4-12 Pursuant to application dated 08/09/2024 and approved by the Building Inspector, To expire on 09/24/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $631.00 CO-RESIDENTIAL $100.00 Total S731.00 iding Inspector �rr�. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959 �. Telephone (631) 765-1802 Fax (631) 765-9502 http .- Date Received BUILDINGAPPLICATION FOR For Office Use Only AUG aO24 PERMIT NO. r __,_ Building Inspector, Applications and forms must be filled out in their entirety. Incomplete -B=,D1NG DEM applications will not be accepted. Where the Applicant is not the owner,an ° O 1I, C Owner's Authorization form(Page 2)shall be completed. Date:08/05/24 OWNER(S)OF PROPERTY: Name:Michael Nardo 103-4-1 SCTM #1000- � Project Address:470 Moose Trail, Cutchogue, NY 11935 Phone#:516-232-5446 Email:mcnardo@yahoo.com Mailing Address:470 Moose Trail, Cutchogue, NY 11935 CONTACT PERSON: Name:Mathew Smith Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure *iAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [:]Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes IiNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residence W/Detached Garage Intended use of property:Single Family Res W/Detached Accessory Apartment Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 Conforming I this property? ❑Yes iANo IF YES, PROVIDE A COPY. LEI Check IBox After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter Z36 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):AMP Architecture RAuthorized Agent ❑Owner Signature of Applicant: Date: U b STATE OF NEW YORK) COUNTY OF J ) �O— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contraicto ,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of � " , 20 Notary F' I" i]ARCEE AUFENANGER PROPERTY OWNER THE l Tl NOTARY PUBLIC,STATE OF NEW YOR 644 (Where the applicant is not the owner) Registration N 01AUoo y Qualified in Suffolk County Commission Expires January J,202 I Michael Nardo 470 Moose Trail, Cutchogue, NY 11935 residing at _ do hereby authorize AMP Architecture to apply on my behal,ftot a Town of SouthoM uilding Department for approval as described herein,. Owner's Signature Date NLC#Ai2 A/49W Print Owner's Name 2 Ceriikolions indicoted hereon signify that this plot of the prop"depicted hereon was mode in accordance with the edsikv Code of f'noc ke for land Surveyors adopied 6y the New York State Association of Professional land Surveyors. This certtitcotlon is only for the lands depicied hereon and Is not cAdificmtion of title,zoning or freedom of encum6onces. Sold certificaitons shall nm only to the persons and/or entiges listed hereon and are not transferable to additional persons,entities or subsequent o%"wa.' MOOSE lorml&AIL E= OF PAVEMENT N 77'27'40" E 0.00 OH am WATERUMEN y M ND T METER 176.97' 0.3'N 0.3•W r� I Z 1 X N � N N rT N N Catytatt-rE WALKFE ROOF OVERLd at a " M 13 STORY car~cs DWEIUNG O e•rt No. 470 w a3 t' Is nel- a'" is t` e.Xv. C '20.1y to POND O J tOn- FE _J 2XE W a O w r LOT 37 as M W o o LO o �n N 1 N z .- srreo- SIR MONUMENT r'E p FENCE t�E MONUMENT FOUND 0.51s ow, FOUND LOT 43 °.2•5 �s �s•24'40" w oo.o0'a 2 O XE E LOT 40 LOT 42 uti starver vtEW. The offsets or dimensions shown horn*udures to the property lines are 6 a specific purpose and use,and therefore,are not intended to guide in the erection of fences,nowning walls, pools,patios,planting areas,additions to buildings and arty odser constrwion. Wwd ws and arMtomnenlal conditions were nd examined a considered as as part of this survey. Easements,Rig lv4Way of record,tf orry,we not Jxmn.Prapery caner monuments were not placed as a pan of this survey. Q 2010 118V PC BarTe1t Tax Map: DISTRICT 1000 SECTION 103 BLOCK 4 LOT 12 Bonacci & °�""&AW to Map o4. MOOSE COVE this survey is o;riplcii m of.5edVA Q Van Weele, PC nGvar hter,Y"i Skis UwsLelea Civil Engineers 175A Commerce Ortm Map Lot 37 Map(Mock: SurveyHauppauge,IVY 11788 Filed: 0/30/1960 No.. 3230 County- SUFFOLK T 631435.1111 Planners r 631 435.1022 B%I www.b6lx.com Sifuole:EAST CWCHOM, 70WH OF SOUTHOID rfl—k W.50D1-327, fib By Dote MK3IAEL C. a ROSIE M.NARDO _ d this surviy mop na L w = dw lendf3ETHPAGE(FEDERAL CREDR UNION �embossed __ - �rnl aind ,Taal rir�t be am FIRST AMERICAN WILE INSUIRANCE sided aD be a inn and vdid cWy COMPANY OF NEW YORK R11 DvAed br. GC 0.6110CItz W Project No.. A100454 1" D.W D M:1DA101 W4541dwpV 0Q454dwg,9Mf2e1e 1e:46:36 AM,1yPuhueA5UR-0W-11 SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION PROPOSED ACCESSORY STRUCTURE Q : PROPOSED 2ND STORY �W LLJ J C6 LN � c O Z) PROJECT LOCATION .r ' ,F' Legend t1' r- SCTM'1000-103 4-12 4• t` ° y £ ;. 470 Moose Trail (V z p ' .,' '*'�i .•� , "r y,,r A^ t- '/� `.4,Y.�.`,. r i ! �T`���TTj1'7":'*',.-s--'••-. ca - D STORY ADD I TI ON BO�E EX I STI NO S I NOLE STORY ,4,,5t„ >, X N 2N i�ORTION OF HOME. o p o �' c4 -, 57AIR RAILING TO BE REBUILT. _i = r �'�tcl R•.x§{ y�r'F,.•... .$' � u� •,,1 Q p LL O „W NO 0 '05ED G D C HNOES TO BEDROOM COUNT OR q x i�fi� •: FLUMB1NO. • ��; � ,� � � ,. ter,: ro-. 5 ,r !� ; l 100.0 -_----_----` ------------ --_----------- _ � �� ti�'�,t. ..i .k M##�..?''�: .' ,vrr-4t:y'P'� .,+w,�e!*''�`�.nr• �.y -,,�, t t!;•y t S6 n , � � t �,:o "'yAr`w��,•�,; v � y,i<�` .:'�"`, I.. �;� � I��•;t;'•','iRi W t gym "x• �`:. _-, FF 0' AGGE550RY SETBACK T - 8.4' -) OO ry F RO J E G T DATA : A A ° TM Y • - F _ . . -___ p SHED .+�": ,.! . ., }r >., - � (�',p� S ��i'.1:L "k"' t ..sue r+�, f�%�r�.✓ , d low PROJ -72 ECT / ZONING DATA P ,, a '' ,� . 2Lt A::'° ; 1 ; A t ' t t, :-t y1" •a U j vK f ¢ 6`." t <' �t- �� ^' ii'd ` � ,.Fit g� r.,�.�"y i, f .t xi• ' .►,�+ .- M ; � e q ail` r r .� v Vim' '`-'�-' TAX MAP # 1000-103-4-12 '4, I .� 1 � * i.- � -.:�. . T,x , '?ES e*�`' '''o f' ".er p' A S i"�� �? ��t � .::- •A ,�`'�t .> " Y� "�� EXIST. POOL in ZONING DISTRICT R-40 NON-CONFORMING t�� �• y° f �.. V' ` ^ EQUIP. , t T t LOT AREA 0.5 ACRES --{- h EXIST. ( FEMA FLOOD ZOVE X i LIVABLE AREA SPACE (TOTAL) Q !^ i I I V J ' REAR YARD SETBACK BASEMENT AREA O S.F. 830.3 S.F. LOCATION MAC' 32.0' 50.0' I I I FIRST FLOOR AREA 1,30a.Q S.F. 1,644.6 S.F. SCALE: NTS Q EXIST. SECOND FLOOR ,AREA Q88.2 S.F. 1,125.5 S.F. � POOL d HOUSE U 1 18.0' I AREA TOTALS 1,6Iq.l S.F. 3,600.4 S.F. FA O E E) : �' O * NOT INCLUDED IN "O.F.A." CALCULATION PER SOUTHOLD TOWN CODE§2&0-20-1 (A)(1) ui v 40.3' ,®® PROJECT LOCATION &SCOPE I I SITE PLAN & ZONING DATA w_u LOT COVERAGE EXIST. SOUTHOLD TOWN CODE §280-124 (B) IN-GROUND 61 Pool I �� % LOT - ,®� GENERAL NOTES N DESCRIPTION (FOOTPRINT) AREA COVERAGE < ENERGY TABLE 2 .0' TOTAL LOT AREA 22,346.0 S.F. STRUCTURAL DESIGN CHARTS u l I EXISTING I FAMILY DWELLING 1,51Q.2 S.F. 5.a% 0-005.00 , � I6.o' o HOLDOWN, ANCHOR BOLT N EXISTING ATTACHED GARAGE 334.7 S.F. 1.5% STRAPPING, & NAILING DETAILS N ( EXISTING COVERED PORCH 60.0 S.F. 0.5% FASTENING SCHEDULE EXISTING REAR DECK 360.0 S.F. 1.6% ® EXISTING POOL Q40.0 S.F. 4.2% .00 FRAMING GRAPHICS EXISTING POOL HOUSE 252.0 S.F. 1.1% BEAM CONNECTION PATTERNS `n EXIST. A/C UNIT EXISTING SHED 120.0 S.F. 0.5% FIREBLOCKING DETAILS 26 Ir I TOTAL AREA OF ALL STRUCTURES 3385.a S.F. 15.2% - .®® PROPOSED DEMOLITION PLANS MAXIMUM LOT COVERAGE ALLOWED: 20% �y PROP. 2ND � EXIST. WD. I Z 1 N FL. ADD. - DECK ILII 0 ZONING REGULATIONS MAIN BUILDING _ A- 102 .00 PROPOSED FOUNDATION PLAN U RO SOUTHOLD TOWN CODE §280-124 (B) PROPOSED FIRST FLOOR PLAN cv" cv HEAT-PUMP 11.8 COND�N5E1� ON GON PA dJ EXIST. PROPOSED COMPLIES N EXIST. ® ®�,0O PROPOSED SECOND FLOOR PLAN o GARAGE I MIN. FRONT YARD 40.0 50.I 50.I YES PROPOSED ROOF PLAN EXIST. I Y2 in DWELLING �p MIN. SIDE YARD 15.0' 20.5' 20.5' YES PROJECT: MIN. COMBINED 35.0' S4.2' S4.2' YES NARDO SIDE YARDS -2O � .00 PROPOSED EXTERIOR ELEVATIONS MIN. REAR YARD 50.0' 125.2' 125.2' YES 30.5' G ADDITION O 33.7' MAXIMUM HEIGHT 55.0' 25.5' 25.5' YES 10.0' A-202 ,00 PROPOSED EXTERIOR ELEVATIONS 40' FRONT YARD SETBACK AGCESSORY STRJGTURE REQUIREMENTS 470 MOOSE TRAIL SOUTHOLD TOWN CODE §280-15 (8) CUTCHOGUE, NY 11935 �z BUILDING SECTIONS � r EXIST. PROPOSED COMPLIES �-�0 I .00 DRAWING TITLE: I PROJECT LOCATION & SCOPE �j MAXIMUM HEIGHT 18' 12, 12, YES X No SITE PLAN & ZONING DATA w I MINIMUM SIDE YARD 10.0' 8.4' 8`� (EXIST.) w NO p MINIMUM REAR YARD 10.0' 6.6' 6.6' (EXIST.) O _ ml I /� MAX. SQUARE FOOTAGE 1200 S.F. 252.0 S.F. 252.0 S.F. YES PAGE: N CV j E_ - - - - N'77°27'40"E j L IOo.o' \\ SOUTHOLD TOWN CODE §250-207 (A)(I) G-00loOO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOT 51ZE / AREA IN 2,346.0 ALLOWABLE TOTAL EXIST. WATER METER EXCESS OF 20,000 S.F. 22 346.0 S.F. S.F. GFA PROP. GFA (G) LOTS CONTAINING UP 4,550 S.F. DATE: 07/22/24 1 OF 10 TO 50,000 S.F. MAX. ALLOWABLE S.F. / PLUS MOOSE 7 R A I L 10% OF EXCESS LOT AREA 3,350.0 S.F. 234.6 S.F. 3,584.6 S.F. 2,-mO.1 S.F. SITE LAYOUT NOTES: OVER 20,000 I. THIS IS AN ARCHITEGT'5 SITE PLAN t IS SUBJECT TO VERIFICATION BY A LICENSED :•'- SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE S 17E FLAN ARCHITECT'S BEST OF KNOWLEDGE. e. SCALE: I" = 15'-O" 2.SURVEY INFORMATION WAS OBTAINED ; FROM A SURVEY DATED SEPT. 23, 201C AND PREPARED BY: t.Fes.^' y . /Adfi R-•"-,{` BARRETT BONACCI 4 VAN WEELE, PG a 175A COMMERCE DRIVE � HAUPPAUGE N.Y. 11788 TELEPHONE: (651) 455 1111 NOTES � Si=EG I F I GAT 1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS CLASS WINDOWS AND DOORS A55RE Y I AT I O I`lS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOU6LAS FIR LARCH #2 4 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL OLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED h'IITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER a 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. 5FE BASE FLOOD ELEVATION INT. INTERIOR Q 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING CLASS DOORS,5KYLIGHTS, AND ANY 6LA55 UNIT INSTALLED BLDO. BUILDING K KIPS (1000 LB5) 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN IS" OF FINISHED FLOOR 5HALL BE OF INSULATED TEMPERED GLASS, LU I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (I) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONSLu APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEI6HT5 WITH THE EXISTING STRUCTURE. COUNCILS HOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS -1 (>3 APPLICABLE AS A DERIVED WORK). 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH B.O. BOTTOM OF MAX. MAXIMUM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib CAGE METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. Q a--' N 1. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, CLUED LAMINATED TIMBER, LO STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULK® AND SEALED AS PER NEW YORK CITY BOT. BOTTOM MIN. MECHANICAL � 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CODE. B.O.W. BOTTOM OF WALL l MIN. MINIMUM O 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING ___ AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH L8. 6. PROVIDE FLA5HINC PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR O.J. j CEILING .JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 +-' �' � C9 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF CLASS UNT WHEN WITHIN b" OF AN EXTERIOR SURFACE. L z OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-SEARING PURPOSES, COL. COLUMN NYG Br-, NEW YORK CITY BUILDING CODE a � OI INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL I� 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS 7• ALL BEAMS, ORDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE CRADEMARK OF A LUMBER GRADINS OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. GONT. CONTINUOUS O.G. ON CENTER > .cc r-- V WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE O X :3 (V SHALL BE CLARIFIED WITH THE ARCHITEOVENGINEEiR BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xlO" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 6. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS O a-� WITH THE WORK. DBL. DOUBLE OGG. OCCUPANCY O O (9 GRADEMARK SHALL INCLUDE AN EASILY DISTINSUISHABLE MARK OR SHOULD BE GUARANTEED BY TI-E MANUFACTURER FOR A PERIOD OF 5 YEARS. O m 4-J q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 4-1 �' Ln 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.5. DEPARTMENT OF COMMERCE P520-qq. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION O.H. OVERHANG O (11 O C6 UNLE55 APPROVED BY THE ARGHITEOVEN&INEER. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE Q O a O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. CLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. ��IMEN510N PBFE PRELIMINARY BASE FLOOD ELEVATION B CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE 6-005. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDER5EN WINDOW SPECIFIED. THE BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS P. GONG. POURED CONCRETE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING,U-FACTOR, L16HT AREA, VENT AREA, AND EGRESS 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EA. EACH PL. LATE APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED REQUIREMENTS. W q< DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM P5055 ELEV. ELEVATION PLYWD. PLYWOOD II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE I 10. OWNER/5UILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS TEMPERED GLASS. EQUIP, EQUIPMENT P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT,THE GOVERNING BUILDING CODE AND ANY ADDITIONAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE EXIST. EXISTING REQ'D REQUIRED 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. PLUMBING AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) 1 PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES SYSTEMS TO NYC PLUMBING CODE AND NYC DEP REGULATIONS AND NYC EXTERIOR RI RISER UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF BUILDINGS BULLETIN 2005-005. U 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. n 1 FAR EXCEED 8'-O" AND AT EVERY 5'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS FLOOR AREA RATIO R.R. ROOF RAFTER W 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION F.A.V. FRESH AIR VENT STL. STEEL 4-1 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PACE AND AT BASE OF VERTICAL WA5TE PIPES. 1 THE CONTRACTOR SHALL KEEP PREMIE: REASONABLY GLEAN AT ALL 0-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED4. - • TIMES. AT THE COMPLETION OF WORK, THE: CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROV151ONS OF THIS DOCUMENT, THE 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER FF FINISHED FLOOR S.V. SMART PENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEOULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FOOT. BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF ELEV. FIRST FLOOR ELEVATION �TBD TO BE DETERMINED CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: r , 15. THE CONTRACTOR SHALL CARRY WORI:MAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PA&E5 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. - DISH WASHER.........................................2" F•J. l FLOOR JOISTS TEMP GL. I TEMPERED GLASS V LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES - KITCHEN SINK........................................2" AND ORDINANCES. l8. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE J015T A5 PER CODE. lb. CYP5UM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL - LAVATORY...............................................2" FOUND. FOUNDATION THK. THICK GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROV1510N5 OF ASTM 056 SPECIFICATION FOR OYPSUM - 5HOWERM15..........................................2" 16. THE CONTRACTOR SHOULD FULLY 6UARZANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM 037 SPECIFICATION FOR GYPSUM LATH, OR ASTM 07q - TOILET..............................I.........................5 FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL ' ^ THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. - LAUNDRY .................................................2" �/J COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING - FLOOR DRAIN..........................................3" FR. FRAME Tr TREAD n\ AS PER PACE 6-003. I.-I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANS D I/AHA AI35.4 BASIC HARDBOARD OF 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" FRPR. FIREPROOF TYP. TYPICAL Q ARGHITEGT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T.„ SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD 51DIN5. THROUGH ROOF. AOAIN5T ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN5 FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER Le> STRUCTURAL PANELS: -I. PROVIDE FROST-PROOF HOSE 5I55 WITH EASILY ACCESSIBLE DRAIN 4 THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD DRAIN GOOKS AS REO'D. HOSE 5I55 SHALL BE PROVIDED WITH BACKFLOW GYP. BD. GYPSUM BOARD 1 VEF VERTICAL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS,P DISEASE S DEATH E TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL PROTECTION. INJURY ATTRIBUTABLE OR DESTRUCTION IN TANGIBLE: PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE �. HOLD DOWN V.I.F. VERIFY IN FIELD ITSELF INGLUDINE THE LOON OR USE RESULTING THEREFROM). (B) IS CAUSED K MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 5. HASTE FROM CLOTHES WA54ER5 AND LAUNDRY TUB5 ARE TO BE PROVIDED WHOLE OR IN PART BY ANY NEGLIGENT ULT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY WITH BACK FLOW PROTECTION. HDR HEADER W/ WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR EMPLOYED R, ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE q• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HNOR HANGER WD. WOOD BE LIABLE BY ANY L F T OF WHETHER OR. NOT IT O CAUSED IN PART H A 21• LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEU5ER TRUS JOI5T 2.OE MIGROLLAM LVL HOR. ��ORIZONTAL ZR ZONING RESOLUTION B. GEOROIA PACIFIC, 2.OE 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 FSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET TO CONGEALMENT OF PLUMBING. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEU5ER TRUS JOI5T 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 11. NOTCHING AND BORING OF 57UD5, J015T5, RAFTERS A5 PER BUILDING CODE. TO BE SURE THEY ARE IN ACGORDANGE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED I �I�I I I `�I �I FENESTRATION � �I �� � I� I �� I �� I�� APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. NOR ANY POTENTIAL DAMAGE -HEREOF. I `� U k� I I `� I I `l I � I " I I y AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 12. PER NYC PG 420.5, A 4"x5" CLOSET BEND SHALL BE AN ACCEPTABLE CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY WATER CLOSET CONNECTION. WHERE A 3 SEND IS UTILIZED, A 4 x3 FLANGE Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. PROPOSED DES I ON CODE PRESGRI PT 1 VE VALUE 4 GOMPL I ES NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. COMPONENT PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE G 1 TA71 ON (PER 2020 NYSEGGG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AI414.1 CELLULOSIC ELECTRICAL: - - EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH, BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD 5PEGIFICATION FOR I. ALL O O CO NEWLY INSTALLED ELECTRICAL WRK R APPLIANCES SHALL CONFORM WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. MAX. UVALUE - 0.32 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. TO 2017 NATIONAL ELECTRIC GORE, NFPA 70 AND 2020 NEW PORK CITY U-VALUE = 0.25 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ENERGY CONSERVATION GORE, FENESTRATION U-VALUE AIR LEAKAGE = 0.50 0FM/5F MAX. AIR LEAKAGE = 0.30 GFM/5F YES Ib.5. STRUCTURAL PANEL 510INS STRUCTURAL PANEL SIDING USED IN PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 5PECIFICATION5, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 2• CONTRACTOR WILL FURNI5H A FIRE UNDERWRITERS CERTIFICATE UPON - _ MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I COMPLETION OF WORK. 22. PROVIDE FIREBLOGKING A5 PER NEW PORK ACCESSIBILITY STANDARDS. MIN. R-VALUE = 4a THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1),THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL CEILING R-VALUE R-4q BATT INSULATION YES HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REOUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: PER TABLE R402.1.2 - CLIMATE ZONE 4 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. - GENERALLY VERIFY OR PROVIDE HARD WIRED UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS ,NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. SMOKE DETECTORS H/BATTERY BACK-UP IN: 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL EXTERIOR (2"x6") WOOD R-21 BATT INSULATION MIN. R-VALUE = 20 (CAVITY) YES 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. A. EACH SLEEPIN6 ROOM FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 GENERAL WIND PROTECTION CONNECTION 40TE5: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ADAPTED FROM STANDARD FOR HURRICANE RES15TANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-005 4 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN5I/A5ME B 15.2.1 5OUARE AND B. OUTSIDE OF EACH SEPARATE 5LEEPIN5 CONSTRUCTION;55TD 10-qq AND 2016 SBG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REO'D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). AREA IN THE IMMEDIATE VICINITY OF COMPLIANCE STATEMENT: CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING THE BEDROOMS (GENERALLY THE HALLWAY) TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN w I. A CONTINUOUS LOAD PATH BETWEEN F'OOTIN65, FOUNDATION WALLS, SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME 5I8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). C. EVERY LEVEL OF DWELLING 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) V 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, BOLTS AND NAILS EXPOSED TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE C70VERNINS BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS 3. METAL PLATES, GONNECTOR5, SCREWS, HALL w/STEEL SHIMS 4 A MIN. 5/4 OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. MECHANICAL, FUEL 6A5: TABLE R501 .1 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" m ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 CLIMATIC $ OEOORAPHIC DESIGN CRITERIA w AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 4 12" LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE ~ POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" &ACE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, NYC MECHANICAL CODE AND FUEL 6A5 CODE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS o 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS 5HALL GROUND SNOW LOAD 25 LBS SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL D HOWEVER, WHEN COLUMN OR P05TIN6 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY 2. ALL MECHANICAL SYSTEMS,APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, ALLOWABLE PROJECT: PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S LABELED, 4 INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S 4 coDE. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. DEFLECTION 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS - 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya„ BENT PLATE e," LONG RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4"LUMBER IS w/6" RISE 4 w/ (2) g/4"� BOLTS THROUGH CENTER LINE OF VERTICAL LE55 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B SPECIFICATION FOR NA LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. SUPPLY TO THE BURNER WHEN-HE FLAME OR PILOT LIGHT 15 EXTINGUISHED. L/180 R D 0 W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B RAFTERS. 2.2<6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED ADDITION SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED INTERIOR WALLS 4 PARTITIONS H/I80 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE TO AN R-VALUE OF AT LEAST(NYG EC, R403.3): WEATHERING SEVERE 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY MANUFACTURER'S CODE EVALUATION REPORTS. FLOORS 4 PLASTERED CEILINGS L/360 DUCTS 3"4' 4 GREATER, LOCATED IN ATTIC: R-8 FROST LINE DEPTH 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B 15.6.1 DUCTS UNDER 5NP, LOCATED IN ATTIC: R-6 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING WOODSGREW5 (INCH SERIES). DUCTS 5"0 4 GREATER,OWNER PORTION OF BUILDING: R-6 ALL OTHER STRUCTURAL MEMBERS L/240 470 MOOSE TRAIL 5. SILL PLATE TO FOUNDATION ANGHORA6E;SILL PLATE SHALL BE ANCHORED 5HINGLE5 OR APPROVED EQUAL. DUCTS UNDER 3"4), OTHER PORTIONS OF BUILDING: R-4.2 TERMITE MODERATE TO HEAVY TO THE FOUNDATION WITH ANCHOR BOLTS HAYING A MIN. BOLT DIAMETER CUTCHOGUE NY 11935 OF I' AND 3 x3 x� WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. 5HINOLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE EXTERIOR WALL5 W/ PLA5TER OR STUCCO FINISH H/360 ICE BARRIER REOUIRED YES PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE MECHANICAL CONNECTIONS: BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONGRETE/MASONRY AND WATER BARRIER FROM EDGE OF SAVE TO 24" INSIDE EXTERIOR WALL FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 1• ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE EXTERIOR WALLS - WIND LOADS Wl/ BRITTLE FINISHES L/240 DRAWING TITLE: AND AT SPACING NOT EXCEEDING WON CENTER. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 GENERAL NOTES GORES AND REFERENCE STANDARD: CONSTRUCTION. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK BY "SIMPSON" MANUFACTURER. ENERGY TABLE STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES STRUCTURAL DESIGN CHARTS STATE ENERGY CONSERVATION CONSTRUCTION GORE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 5. NAILING OF ROOFING SHALL BE TO GORE. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 2. REFERENCE STANDARD USED FOR ALL. WOOD FRAMING, CONNECTIONS OF LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" STRUGTURf�L DES I CAN LOADS WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 6. CORROSION RESISTANT II OA&E ROOFING NAILS AND 16 CAGE STAPLES ARE CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION PERMITTED 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED (AF4PA) AMERIGAN WOOD COUNCIL (AWG). PAGE: 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE -1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER USE FLIVE LOAD DEAD LOAD 2:12 PITCHES TO 4:12 PITCHES MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. PLUMBING CODE. p p G-002mOO 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF EXTERIOR BALCONIES 40 psf 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER MECHANICAL CODE AND 2020 NEW YORKSTATE FUEL 6A5 CODE. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED DECKS 40 psf 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION ARCHITECT PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN CONSTRUCTION CODE. 8. ALL CONNECTORS SPECIFIED AS A "51MP50N" TOP MOUNTED BEAM UNINHABITABLE ATTICS WITHOUT STORAGE DATE: 07/22/24 2 OF 10 GYPSUM WALL BOARD HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED (MAX CLEAR H6T < 42") 10 psf 15 psf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT BEAM HANGER ONLY ALON5 WITH SPECIFICATIONS LISTED ABOVE. COMPOUND METHOD. UNINHABITABLE ATTICS WITH STORAGE (MAX CLEAR H6T > 42") 20 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 HABITABLE ATTICS 4 OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf DEEMED APPLICABLE. INSULATION I. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 3. 5/8 , ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND HALLS FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FOIL TO BE PLACED TOWARD WARM SIDE. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING SLEEPING ROOMS 30 psf 15 psf EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. HALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY STAIRS 40 psf 15 psf CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE FOUNDATION WATERPROOFING. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 6UARDRAIL5 AND HANDRAILS 200 psf 15 psf 04, TO DRY BETWIEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE A5 FOLLOWS: r - q" R-50 FOR FLAT CEILINGS 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - 6.25 R-300 FOR VAULTED AND CATHEDRAL CEILINGS ROOF LOADING (LIVE = GROUND 5NOW LOAD) 25 psf 15 psf v ALL OPENINGS. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. - 5.25" R-21 FOR FLOORS "ALL STRUCTURAL PE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH A5CE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) HOLDOM DETAILS T` F I GAL NA I L I NC/STRAFF I NO REOU I REMENTS FOR ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F L I F T, SHEAR/ � LATERAL J� N D RESISTANCE NOTE: THIS 50HEDULE DOES NOT I INCLUDE 5CHED E NA L INC FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, r1 Q AND ROUGH OPENING FRAMING REQUIREMENTS) "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISEr77— Lu _`U5E IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (50HEDULE AS PER ANC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) L FASTENER SPEC. FASTENER c) HOEDOWN HOEDOWN cc B CONNECTION A NA I L I N� �R D DESCRIPTION AND QUANTITY SPACING � FOR NEW EXIST. AT RAFTER TO RIDGE �ry ROOF 4 GE I L I NO FRAM I NO 7 O FOUNDATIONS I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd — � (D ENDWALL ENDWALL .....••••-""'"" CONNECTION: \ COMMON NAIL w/o PREBORED HOLES. >L � � ..--"'"'" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER O N z O (3) 2x FULL (3) 2x FULL CORNER STUD r.- ""' * �^ 2 2.HOOD IS ASSUMED TO BE D,F,#2 d BTR. IN DRY USE 0- HEIGHT 5TUD� HEIGHT STUD CONNECTED TO FOR STRAP - 3 �d COMMON R.R. 2. n SERVICE •(B L0 \ CORNER STUD TRANSFER SHEAR `� NAILS a EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-oo3 PER J015T T c U CONNECTED TO �~^M~~ \ S.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL G X :3 (V TRAN5FER SHEAR "SIMPSON" HDO5 ry w 0 0 • _ (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-005 EACH LAP O O t � FOR ROOF SLOPES UNDER 5:12 WITH • • • • HOLES,SET NEW MEMBER. m HOLDOWN ANCHOR a 2-Ibd COMMON -� O �� r-- 2-I6d COMMON ROOF SPANS OF 24' OR GREATER, • • • • • .� 4-J U0 „ LOCATIONS NOTED NAILS a b' O.C. d / 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CV 0 CD NAILS a 6 O.G. # USE 4 5 d COMMON NAILS a EA. ,��`/ • • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) Q-Ibd COMMON EACH LAP c O 10" O.G. IF BLOCKED ON PLANS 10 O.G. IF BLOGKE • CORNER P05T `' �. END OF STRAP. C.J. c.TIES �" 5.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(TO Q �- 0 CORNER POST 4 1 TIGHTLY BOND THE END OF THE NAIL TO A 40" ANGLE,SEE `'``"'•.. GRAPHIC BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 0-003 I PER TIE "SIMPSON" HDOS THE ABOVE ASSUMES A RAFTER HOLDOWN ANCHOR ® SPACING OF I6" O.G.; FOR SPACINGS n 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END „ SECTION 12.4-PLACEMENT OF NAILS 3 SPIKES S TABLE A LOCATIONS NOTED n , OF 24 O.G. INCREASE N ILING BY A ° d � GR 4-I. W ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END dGONNEGTIN BI 4 2 AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO \: HOLDOWN INSTALLATION OPTIONS: ,. • CONNECTION: fir' --r" FOR NEW P. GONG. FOUND.'s " FOR STRAP - 3 8 d* COMMON NAILS ® EA. 52r'r TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT T 70 HOLDOWN CAST IN PLACE w/"1/8"4) THREADED ROD ,.••'� o� • l END OF STRAP. . • U • — / WHEN IN TOWN OF ISLIP OR NAILING ( TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P GONG OR NEWLY GURRED FOUND.'s • • sty • • 1/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO ' NOTE M5 I f GEOMETRY EXCEEDS THAT PERMITTED IN W • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24,10.0. M GONGRETE w/ 'SIMPSON" SET(HIGH STRENGTH EPDXY --- 1 1 1 ADHESIVE), a FOR TEMP.'s O°F-40°F USE "SIMPSON" AT SIMPSON #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC. ADHESIVE) x ""--, M1 HEADER TO HEADER (PAGE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES • FOR TOENAILING - 3 8 d COMMON NAILS •••..... FOR EXIST. /NEW G.M.U. (GONG. BLOCK) ,. TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 GOUR5E5 SOLID k CAST IN PLACE HOLDOWN USE SAME w/'i/6"<P THREADED ROD CONNECTION """- -._. FOR G.J. TO R.R. - c1 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, r , REQUIREMENTS FOR - -...... 2-I6d COMMON 12 PER FOOT �•./ RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW _ HOEDOWN 'G' HOEDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - cl I6 d COMMON NAILS FLOOR FRAMING .� Q FOR NEW d EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION GI G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON PER JOIST link n, FOUNDATION a ONE STORY ONLY : W (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END HEI Q GHT STUD CORNER STUD CONNECTED TO BLOCKING TO J015T (TOE-NAIL) 2-bd COMMON EACH END TRANSFER SHEAR " • AT STUD TO FLOOR ASSEMBLY SIMPSON' HMO& (5) 2x FULL HOLDOWN ANCHOR o 2-I6d COMMON HEIGHT STUD G2 i" " TO STUD CONNECTION: BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS o 6" O.G. TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED G I " € FOR STRAP - 3 5 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOUST CORNER P05T I I ' NAILS ® EA. END OF STRAP ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST i N ,' FOR EA. PLATE TO STUD ABOVE $ OR 2-I6d GO N 1 �� I BELOW - 2 16 d COMMON NAILS NAILS ® b" 0. �`w .._.• ! BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ROOF SHEATHING a d STRUCTURAL PANELS: INTERIOR ZONE bd COMMON 6" EDGE / 12" FIELD a "SIMPSON" 5T D14R GONNEGTI ON D 1 D2 SOLID BLOCKING PERIMETER EDGE ZONE 3 6d COMMON 6" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIC 45:: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ bd COMMON 4" O.G. FOR NEW P. GONG. FOUND.'! UP TO cl" RAKE OVERHANG "„�,.•_.--."-r"" HOLDOWN CAST IN PLACE w/ 7/5"Q THREADED ROD • " " G AT STUD TO FLOOR ASSEMBLY TO SILL E I L I NO SHEATH I NC FOR EXIST. P. GONG, OR NEWLY GURRED FOUND.'s '' ` • '7/8114) THREADED ROC' (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 1 CONCRETE w/ "SIMPSCIN' SET (HIGH STRENGTH EPDXY r7 I/2" MIN. f _-___� GYPSUM WALLBOARD � 5d COOLERS '1" EDGE / 10" FIELD ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT CORNER 4T 0 FOR STRAP - 3 8 d* COMMON NAILS ® EA. } (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 RE AR .� • END OF STRAP (WRAP STRAP UNDER SILL PL) I t WALL SHEATHING FOR EXIST. /NEW G.M.U. (GO SPECIFIED ON (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 GOUR5E5 SOLID d CAST IN PLACE HOLDOWN , 'o o FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - �. y' STRUCTURAL PANELS 5d COMMON 6" EDGE / 12" FIELD w/1/8"� THREADED ROD2 16 d COMMON NAILS ALTERNATE CONFIGURATION - ABOVE STUD TO I l57YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD N FLOOR CONNECTION w/ # LP74 SIMP50N (OR ----: bd NA ILLS a E,�END Z N L I N c�/S TR A R F I N O W I N D O Jul/DOOR HEAL—.)ER ° STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES - OF EA.STRAP TO 2 EA.JOIST-t�QR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE NOTATION: 5IMP5ON H2.5A) _ STRUCTURAL PANELS: v A - NUMBER OF 5d NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 5.1,P. 189);WHEN STRAPP N6 CONNECTION E ._. " ' I" or LESS. bd COMMON 6" EDGE / 12" FIELD REOUIRE5 OVER 14 NAILS,USE VMPSON 0516 STRAPPING (OR EQUAL). - GREATER THAN I IOd COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 5.255,P. 41) "'""" • G - NUMBER OF FULL HEIGHT KING 57UVB a EA. SIDE OF HEADER (2015 WFGM, TABLE 5.250,P. 201 " . - ALTERNATE AS PER TABLE 5.25M,P. 2c15) -� ' I - NAILING REOUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING 5TUD TO END OF HEADER a EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. a (2015 WFGM, TABLE 5:7,P. 1811) ° PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2015 WFGM, TABLE 5.22F,P. 6) a a a e SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS a EA. END OF 5-PLY HEADER(2015 WFGM,TABLE 5.22F,P. 2 5) a° ° ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) a EA. IDE a °, o a ° a d ° °dd 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 6 cl COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. � (DOES NOT APPLY To DOORS) (2018 WFGM,TABLE 3.8,P. lal) '�"'�•-••.,.. ° ° �� s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENINO SCHEDULE B , '" . .. � d< ° a d a 9'° END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REOUIREMENT5 SHALL BE NARDO F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS a FOR EA. PLATE TO STUD ABOVE & OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) �""��•..• 2 16 d COMMON NAILS ADDITION A NOTATION S I ONAO E FOR TRUSS TYPE, PRE—ENO I NEEREID RouGH A B G D (2 PLY (3 PLY F WOOD, AND/OR TIMBER CONSTRUCTION OPENING HDR) HDR) THE FOLLOWING 5 SNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 470 MOOSE TRAIL THE EXTERIOR OF OF THE CUTCHOGUE, NY 11935 I 2 I I 2 RESIDENTIAL STRUCTURE ARPOINT IMMEDIATELY ADJACENT OTO THELELECTRIC 150% OR L I I N� ® TOLAT A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE S 4'-0" 3 I 2 3 I I 3 BRACING/STRAPP NO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: PROVIDE (2) 2"xl0" HDR (MINA U.O.N. 6-0" 4 1 5 4 1 I 4 TOP PLATE BLOCKING 2 FOR LESSEPROVIDE HOEDOWN, ANCHOR BOLT, 8'-O" 6 2 5 5 1 1 5 }— SPLICE —} BAYS BACK ® CONSTRUCTION TYPE DESIGNATION 51HALL LEr5TH I I TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'-0" O.G.\-<TOAGHEIIVE RAKE O.H. " " " " " " " " " " STRAPPING & NAILING DETAILS FOR WIND - EXPOSURES B40 - FOR WIND - EXPOSURES 540 - BE I II III IV , OR V TO INDICATE 10'-O" 7 2 4 6 2 I 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-0" 8 2 5 8 2 I 8 i BUILDING MINIMUM SPLIGE',2',4 BUILDING MINIMUM SPLICE THE NY5 Br_.. - DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) AL PAGE: bd NAILS EA. END DE51ONATION FOR j 12-0 i 2-O /2-6n 12-0u 3-O„ OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE COFRTRUSS TYPE, /� �j I G „ ATTIC PRE-ENGINEERED WOOD, OR TIMBERG-003mOO ANOOR ®LT SRC. I I GATI OI�l�J Ib-O' 3-O /3-9 16-0 4-O ° CONSTRUCTION A5 FOLLOWS: "F" = FLOOR FRAMNO, INCLUDING i, " :� 1, GIRDERS $ BEAMS 20-O 4-O /5-O 20-O 5-O BLOCKING 2 BAYS ` " b"-12" SPEGIFIGATION (2015 WFGM TABLES 3.2A 4 3.2B, P. 15-I-160) 24'-O" 4'-O"/5'-O" 24'-O" 6'-O" BACK® 4'-O" o.G. - "R" = ROOF FRAMING CORNER sa° — r`'' - "FR" = FLOOR 4 ROOF FRAMING DATE: 07/22/24 3 OF 10 CONDITION FOR ALL STRUCTURES: 4) ANCHOR BOLTS ® 33d" O.G. 26'-0" S'-O"/6'-3" 28'-O" '7'-0" •p O" 6-011/1'-6" 32'-0" 6'-0" SECOND FLOOR tV11 if If 11a,. ... T 36'-0" 7'-0"/6'-11" 36'-O" ell-O° NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE ` CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE I. MIN. "1 EMBEDMENT INTO CONCRETE BLOCKING 2 B „ LEN6TH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O j 5'-O"/10'-O" 40'-O" II'-O" • PROVIDE AN EOUIVALENT NUMBER OF NAILS BACK o 4'-0" 0.0. y END w/ 3 SQUARE WASHERS AND END NUT SETUP; „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-O" TYP.STRAP w/l3) =! 5TROKE j 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. � FILL . . CONDITION IN EXPOSURE B TOP TWO COURSES 50LID 8d NAILS EA. 5.TABULATED SPLICE LENOTH5 ARE BASED ON 6 FOOT WALL 60'-O" 12'-O"/15'-01, 60'-0 " OF EA. 57RAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HE16HT5,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/6; „ „ FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOk4N5 FOR SHEARWALLS FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE ?O-O la-O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 8 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 50'-0" 22'-0" I, FROM ENDS AND CORNERS (TWO a CORNERS) a'WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) 10'WALL- 1.25 BLOCKING 2 BAYS 11'WALL - 1.515 T'HI5 COLUMN w/MULTIPLIER BACK® 4'-0" O.G. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL - 1.5 FOR 10'-0" WALL #IS7 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAM I NO GRAPH I CS CONT I NUOU5 BUILT-UP 51 RDER5, 3 OR MORE 5UPPORT5 (THAT EXCEED FRAMINS STANDARDS, IT 15 REaV FOR FRAMER TO HAVE A F I REELsOCK NO FOR PL.ATFOR1" WOOD FRAM 1 N0 WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REG2UIREMENT5: (FOR ENO I NEERED LUMBER Do. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RE51DENTIAL CODE) BE/ OF A WHEN GIRDERS MADE UP OF JOISTS NAILED N I/6 d CONNECTION Q PATTERN DESCRIPTION TOGETHER 5DE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARINO WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES Q MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOF1J Lu NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS 10d NAILS a 12"O.G. P THE SPAN LENGTH FROM AN INTERMEDIATE J C6 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST SUPPORT. NC TWO ADJOINING JOISTS, NOR MORE (� TUD5 STUD LB (3)ROWS lod NAILS m 12"o.G. SERVES AS FIRESLOPPING. 5UBFLOOR --------- ------- P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q G (2)ROWS 1/2" d BOLTS a 12"O.G.STA66ERED; Ty�O-PIECE JOINTED ON THE SAME 51DE OF THE SUPPORT. 3. FOR PLATFORM FRAME GON5TRUGTION: THE SOLE AND DOUBLE SUBFLOOR •� \ DBL.a ENDS PLATE SERVE AS FIRESTOPPIN6. 07 SOLE PLATE BUILT UP GIRDER P i MAX. 32" NAILING: D (2)ROWS 1/2" m BOLTS a I6"O.G. SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE Q •- i � E (2)ROWS I/2" Q BOLTS a 24"O.G. � L SIDE T Od NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRE5TOPPIN6. W BETWEEN I/6 EACH PIECE,OTHERS STAGGERED WITH A DISTANCE � Z Q (2)ROWS 3-5/5"TRUSSLOGK SCREWS a 12"o.c, a I/4 of A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL 5 5. FIRE5TOPPING SHALL BE 2 INCHES OF WOOD BLOCKING O O_ N 1 F OR OF NONCOM-BU5TIBLE FILL. d SCREWED ON(U SIDE OF MEMBER � �f LINE; OR GIR7ER5 ARE TO BE NAILED FROM EACH _ r-- r- G (2)ROW5 5-5/8"TRUSSLOGK SCREWS o 16"O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE � X N SCREWED ON(I)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN O Q O 4- 1 (2)ROWS 3-3/a"TRUSSLOGK 50RENS a 24"O.G. JOISTS SERVE A5 FIRE5TOPPIN5. Jo15T H 5GREWED ON(1)SIDE OF MEMBER P BETWEEN NAILS IN A HORIZONTAL LINE. Q m 4_j ,_ MAXIMUM OFFSET - - THREE-PIECE "I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N C6 IJ (2)ROWS 5"TRUSSLOCK SCREWS a 12"O.G. BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d O JOIST DEPTH,d 5GREWED ON BOTH SIDE OF MEMBER P 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q Q d. MATCHED 51ZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. UNDER NON-LOAD BEARING FIRE5TOPPIN6 AND K SC ROWS 5" BOTH OGK sF MEMENSBER a l6•o.G' PIECE, INCLUDING INTERMEDIATE'. JOINTS, AND w/ THE 4 SCREWED ON BOTH SIDE OF MEMBER PARTITIONS a 52" O.G. BLOGKIN6 STUD (2)ROWS 5"TRUSSLOGK SCREWS a 24"O.G. BETWEEN I/6 11 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. L 5GREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO NOTE: P STRINGER TO SERVE AS FIRESTOPPIN6. GANTI LEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER P FOR THE THREE-PIECE GIRDER. \ 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a CONNECTION PATTERN 'B'WHEN 10' OR LARGER FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH ",STUD 2.WHEN 50REWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH P GIRDERS ARE TO BE SECURELY ANCHORED TO SUBFLOOR SOLE PLATE 2"x4" CONTINUOUS GABLE END FIRESTOPPIN6 SHALL NOT BE REOUIRED WHEN THE BOTTOM OF MASONRY PIERS, NAILED TO WOOD POSTS OR LATERAL BRACE o 6'O.C. TRuss THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U J0)I5T 2) Iod NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n , { I � I I PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON V/ NA I Ls NO PATTERNS FOR S DF_ LOADED BEAI ' I/�5 Ol FLUSH BEAMS) -LOCATIONS REQUIRUN6 FIRESTOPPIN6- AS FIRE5TOPPIN6.NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10 8d4-J m NAILS ■ FIRE- FIRE_ WOOD FIRESTOPPIN6 FIRE-STOPPIN6 FASTENING RECOMMENDATIONS FOR 51DE-LOADED, SroPPING sroPPING STo PING STOPPIN66 SOLE MULTIPLE-PIECE MEMBERS rm (' `) JOIST • 5d COOLER NAILS a 10" O.G. NAILED' BOLTED' v 2"x4"BLOCK NAILED TO EA. BRACE 2 ROWS Ibd 5 ROWS Ibd 2 ROWs15' 2 ROWS 2 ROWS K,^ VERTICAL LOCKING w/(4) IOd NAILS COMMON COMMON BOLTS•24• , ���' BOLTS FIRESTOPPIN6 WHEN O 12"O.G.6 O 12'O.C. O.G.5TAE6ERED O 12"O.G. O b..O.G. GO 11,16 15 APPLIED a.STRAP 20 TO UNDERSIDE OF STUD 9 , GYPSUM BOARD TWO ROWS 12'O.G. THREE ROWS 12"O.G. JOISTS 111 Q r n DOUBLE PLATE 5d COOLER NAILS a 10" O.G. (10) Sd NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 v NOTE: ENDWALL 5TUD5 AS NOTED IN NOTES '1 $ 8 JOIST SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL S ° ° NONGOH�U�TIBLE ° ° S CREWS ALTERNATE ° FOPPINI FPIN6 LOCATION Q OVER STUDS, UNLESS TOP PLATE IS 4"® EDGE/12"a FIELD FULLY BLOCKED SOLE OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS ab- u'a" TYPE 1.OR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2"FRAM ED6E5 WOOD FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA66ERED TWO ROW5 6" FIRE5TOPPIN6 o.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL it INTERIOR STUD DETAIL THICKNESS OF THE MEMBER USE wA5HER5 UNDER HEAD AND Ni O O O O O O O O O II OVERLAID ROOF 5.5TA66ER EACH ROW OF FASTENERS BY 12". O O O O O O O © O 2'SPACE NOT ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. it III TO BE FILLED m NONCOMBUSTIBLE FIRESTOPPIN6 S.FOlht-PIEGE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \\ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. ` I 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION 1 \ /^\ 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING I -7.2 ROWS OF 16d COMMON NAILS(12"O.C)FOR DEPTHS 12"OR LESS 4 8d NAILS F1REsroPP1NG LOCATION q \ ® EA.END a R.R. 6.5 ROWS OF 16d COMMON NAILS(12"O.G)FOR DEPTHS OF 14',Ib'a 16'. LOCATION 8 LOCATION 10 FULL WIDTH 2 x BLOCKIN z O N C.,ONSTRUGT I J DETAILS WIND LOAD FATH CONNECTION DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL AST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINJ LOWER TOE NAIL NOTED GONT.BLOCKING TOP PLATE _ _ SPIKED TO R.R.'s AL16N NEW a EX. R.R.AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR a SHED' WOOD JOIS WOOD JOI CRIPPLE STUD ROOF,R.R. IN LINE BLOCKING - -� JOIST HANGER HEADER C ENERAL REOU I REMENT5 FOR GENERAL REG2U I REMENT5 FOR z W INSTALLATION OF OLINGHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER o WOOD OI RDER JACK STUDS MAIN MEMBER O WOOD JOIST f� JOIST FRAM I NC OVER WOOD OI RDER JOIST FRAM I NO FLUSH W 1 TH OI RDER/HEADER TYP I CAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMBERS DIAM.x 5 APPROX. 50° N/THE MAIN MEMBER a STARTED APPROX. X3 THE LENGTH OF THE NAIL FROM THE MEMBER END, N A R D 0 t. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST 5IX TIMES THE DIAM. OF THE NAIL RAFTE5. R O, No MORE THAN 2 TOE NAILS SHALL BE iIN TALLED IN AVOID IEA!NSIDE OF A RAFTER OR CEILING JOIST WALL STUD J WALL STUD -:D WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS 470 MOOSE TRAIL IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BOTTOM PLAT � BOTTOM PLAT f� BATHTUB - SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE CUTCHOGUE, NY 11935 GH I M. CHASE SEGURI NO © STD. SIDE WALL � DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (51M. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION N/STUDS TO ATTIC FLOOR S 5LK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) u OO lu PAGE: TOP PLATE a O _� Q WIND RES I STANT CONSTRUCT 1 ON CONNECTORS GHIM. CHASE WALL ��p V �* o CONNECTION LOCATION: PART NUMBER: NOTES: ®® o w v RI DOE-TO-RAFTERS G520 @ 21" APPLY TO EACH PAIR OF RAFTERS �z Q a z ® RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER IL 0-LUDATE: 07/22/24 4 OF 10 ROOF p 0- z RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 0 z REa'D BLOCKING a0 PLATE-TO-WALL STUD C520 @ 18" To ALIGN w/5TRAPPING Q ; APPLY TO EACH WALL STUD ® EA LEVTHE� ABOVE FL ®z< FIRST K 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 56 tu II APPLY TO EACH WALL STUD _j FLoowGL6. ® © HEADER-TO-JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 557516 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-SILL PLATE 0520 SIDE VIEW PLAN VIEW I (USE WITH 5" SQUARE WASHERS) -_ USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS 70 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. EXISTING PARTIAL 5 T C.TO BE DEMOLISHED „ WOOD FRAME (L.O. 5TL. Q W EXISTING TO REMAIN HEN APPLICABLE) 0 Lu I-- ---{ NEW WOOD FRAME (L.5. NEW FOUNDATION WALL L I -i 5TL. WHEN APPLICABLE) cu NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL - c LN El WOOD FRAME (L.O. 57L. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2'Wo STRUCTURAL O � POST FOR 6" WALLS), U.O.N. _ C09 NEW 2-HR FIRE RATED _ WOOD FRAME (L.O. STL. O O N z 0 WHEN APPL I GABLE) p, cc d_ c 2 X N 0 O O 4 O m (.0c ON � cc a � o DEMOLITION NOTE: - PROVIDE SHORING AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR GON5TRUGTION. *" NO DEMOLITION PROPOSED FOR CELLAR OR FIRST FLOOR ** U • - (D -�--� m U --------------------------- - -------------------------- - - -------------- am I I I I I I I I n1 I I I I I I I I W I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ` AREA OF AREA or- PROF. 2ND FL. PROP. 2ND FL. �1 ADDITION ADDITION cV I I I I (V I I i I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I EXIST. PLUMBING VENT TO BE EXTENDED REMOVED AND RELOCATED. SEE E PRESERVE WINDOW. WINDOW T BE OR MOVED TO ADJUST FOR PROP ROOF. � PROPOSED PLANS FOR NEW LOCATION. \ --------------- -- - __ _ /,, \ \ \ ONE SOLAR PANEL TO BE REMOVEDLIST. Z WHERE PROP. ROOF SOLAR 2 0 MEETS EXIST. ARRAY 1 0 li O EXIST. w / uJ I to Q I/ III II I I O -_____________� EXIST. PROJECT: SOLAR 1 ARRAY ` N A R D O EXIST. ADDITION 11 11 I I REMOVE RAILING (TO BE REPLACED) 470 MOOSE TRAIL CUTCHOGUE, NY 11935 I I DRAWING TITLE: TO BELOW OPEN PROPOSED DEMOLITION PLANS f I ` I I II II EXIST. UP (14) RI ® PAGE: A-101m00 DATE: 07/22/24 5 OF 10 r. SEGONI7 FLOOR DEMOLITION PLAN ROOF 1�)EMOL I TI ON PLAN SCALE: 5/16" = I'-O" _ SCALE: 3/16" I'-O" OE I °FERAL 5**'r��50L E� ' : im NEPq 4 PARTIAL G T Q EXISTING TO BE DEMOLISHED , WOOD FRAME (L.G. STL. x Zx x WHEN APPLICABLE) EXISTING TO REMAIN 8 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL - - - - - - - g W STL. WHEN APPLICABLE) J cc _ VIEW 2 1.5"xq.5" HDR. EXIST. C7 NEW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL A/G - ® UNIT LIME OF PROP. 2ND Q '� � WOOD FRAME (L.G. STL. POST FOR 4" WALL5 F OR ABOVE WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. O+ 0 r- NEW 2-HR FIRE RATED y- (D WOOD FRAME (L.G. 5TL. '- z WHEN APPLICABLE) O O N O �A�-\A �A��-A ca L0 -,z ,I d cc � A 301 A 301 � G X (V O O 4- ' FLOOR PLAN NOTES o Ex1sr. �I o d _C O m DINING ROOM - Q +J nl 4-J Ln Occ O NEW CC) RAILING NOTE: X ® '� 6 ® Q O I. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN Lu I W N x ONE 51DE OF EACH FLIGHT OF STAIRS CONTAINING z Q z in FOUR OR MORE RISERS, AND WHERE 5HOWN ON PLANS. ( z 2. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED N WALKING SURFACES LOCATED MORE THAN SO ABOVE EXIST. m _ FINISHED FLOOR OR 6RAt:'E, # WHERE SHOWN ON q IH6HT. WD. DECK W PLANS. W 5. 56" HIGH GUARDRAIL 8 TURNBUCKLE WIRE SPACING F NOT TO ALLOW PASSAGE OF A 4" 4> SPHERE;56" H16H N HANDRAIL. p q'-T" �w p DB. P05T 3'-6" 6'-I" DB. F05T 1 J '�"( 4. 6RIPPA5LE 5 R GOD z NEW (2) 1.5"xq.5" FLUSH HDR. T� `,_J 5. RAILING TO BE WOOD. TURNBUCKLE GABLES TO BE PROVIDE ANGERS TO ALL F.J. METAL. I- ( , SMOKE DETECTOR / GO DETECTOR NOTES: N - - - - - v - OI. CONTRACTOR SHALL PROVIDE GORE COMPLIANT _ n SMOKE /CARBON MONOXIDE= COMBINATION DETECTOR IL O N W HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 0 U 2.INTERCONNECTION BETWEEN NEW d EX15TINO DEVICES - x SHALL NOT BE REQUIRED WHERE EXISTING ALARMS X I 8 . �. ARE NOT INTERCONNECTED,AS PER NY5 R514.4. � DB. P05T '7 .7 6'-3Y2" 5.PROVIDE SMOKE/CO DETECTORS AS INDICATED,AND T ® N PER GENERAL ELECTRICAL NOTES F PAGE 6-002. LINE OF PROP. 2ND � � NEW (2) 1.5"xq. ® ♦ ` 4.SMOKE /GO DETECTORS MAINTAIN'r MIN. b - v HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS FLOOR ABOVE z FLUSH HDR. _ ` k OPENINGS TO BATHROOMS W/SHOWER OR TUB. ONJ 5. INSTALL ALL A5 PER MANU. SPEG.'s 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR TRP. P05T NEW(5) 1.5"xq.5" FLU5H HDR. TRP P05T � 30 EXIST. ° ; EXIST. �=' IN COMPLIANCE WITH LOCAL CODE PROVIDE HAN6ER5 TO ALL F.J. _ BATHROOM Q ! n DOOR NOTE: V J REF. (� I. INSTALL NEW INTERIOR 000'R5 WHEN GALLED OUT EXIST n 1 ON PLANS BY 'JELD-WEN' (OR EQUAL). . 0 OS 2-q W EXIST. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT - ON PLANS BY "fHERMATRU' (OR EQUAL). tt1 EXIST. KITCHEN 5.NOTE DOES NOT INDICATE EACH NEW DOOR7 PROPOSED;SEE DESIGNATIONS b DOOR SCHEDULE. _ 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR O EXI57- -cV in HALLS,U.O.N. m PROP. cV 5. INSTALL A5 PER MANU SPEC•.'s Q EXIST. DEN - 6.PROVIDE (2) 2"xl0" HDR., U.O.N. E15T. X X GL. '7. SEE PAGE 6-005 FOR ALL OTHER FRAMING lu X ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WINDOW NOTE: PNTRY. O I. ALL NEW WINDOWS SHALL 151= ANDERSEN CASEMENT, - - - - - - DOUBLE-HUNG, OR GLIDING (AS NOTED). INSTALL A5 PER �'�' MANU. SPEC.'S. EXIST. UP E ��� OO E I ST. 2.NOTE DOES NOT INDICATE EACH NEW WINIDOW PROPOSED; j EXIST. SEE DESIGNATIONS b WINDOW SCHEDULE. �I�� X ST. 15.FOR SUBSTITUTIONS, SEE NOTE #q IN "6LA55 WINDOWS - - - _ - - - - - - - - SM/GO - AND DOORS" ON PAGE G-0O2. - - - 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. w Q 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL,TEMP. GL. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIGHTS 8 OPERABLE PANELS OF I EXIST. SWIN61N6,SLIDING, $ BIFOLD DOORS 6.2. WITHIN IS" OF F.F. 6.5. WITHIN 24" OF A DOOR 6.4. WITHIN STAIRWAY5 8 WITHIN 56" OF A LANDING A-501 0 O 0 A-501 6.5. WITHIN TUB/SHOWER ENCLOSURES 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 `; N N EXIST. LIVING 'I. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND .0 - - WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM ip ® N ® I _ ROOM (2) 2"xl0" HEADER U.O.N. X -i CRAWL SPACE X O , 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER ►u u_ UNDER EXIST. w r ' m OPEN TO iv NY5 R512.2 FOR OPERABLE WINDOW5 WITH SILL HEI6HT5 ADDITION p I Q 1 ABOVE ) LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN"i2" � � / X ABOVE. GRADE OR THE ADJACENT SURFACE AT THE l EXIST. BUILDING EXTERIOR. WD. DECK EGRESS NOTE: A50V IN COMPLIANCE WITH NEW YORi< STATE BUILDIN6 CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF I EXIST. UP ~ EGRESS SHALL BE FOLLOWED: (14) RI ® x NET CLEAR OPFNIN5........... 5.1 S.F. I uj uj NET CLEAR HEIGHT............... 24" MINIMUM - - NET CLEAR WIDTH................. 20" MINIMUM I - 0 '7 •�' X X X fix) U OCHIMNEY EXTENDED TO MEET HEIGHT REG.: I. PROVIDE ADDITIONAL FLUE LINER TO MATCH EXISTING FOR PROPER VENTING. 2. CONNECT AS PER MANUFACTURER SPECS. 5. INSTALL NEW CHIMNEY GAP. - 4. MATCH BRICK TO EXISTING. IS'-lOy2" cV Lu = Q ONEW ATTIC ACCESS - PULL DOWN STAIR: I. MIN. 550 # CAPACITY 5.45 MINUTE FIRE RATED2.SIZE TO FIT QUIP. THtRu OPENING (MIN. 22"x30") PROJECT: 4.DBL. FRAMING WHEN NEW OPENING EXIST. WASTE PIPE 5. WEATHERSTRIP ACCESS OPENING d PROVIDE R-4q EL 6-q 4-lOy2 INSULATION ABOVE w/NO. FR. (OR EO) BAFFLE OR H•W}{ N A R D 0 RETAINER TO PREVENT INSULATION FROM ENTERING I DWELLING WHEN OPENED, AS PER NY5 EGG IRATE .4 FIRST FLOOR PLAN`L ADDITION (OMIT WHEN ATTIC DOES 0E5 NOT PENETRATE THERMAL ENVELOPE OF BUILDING). 6. CONSULT H.O. FOR PREGISE INSTALL AS PER MANU. CLOCATION OF AGGE55. UNEXGAVATED I�3O�f.� S.F. HABITABLE Si=AGE; 1,64.4'.6 S.F. GROSS FLOOR AREA 5GALE: 1/4" = I'-O" _ (EXIST. x O ONEW FLOOR: GARAGE ABOVE) N 1. NEW J" PLYWOOD 5U5FLOOR.BENEATH (GLUE a 5GREW); A.H. 470 MOOSE TRAIL SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® x INTERIOR. W CUTCHOGUE NY 11935 2.NEW FINISHED FLOOR PER H.O. SELECTION HOLDOWN (IST FLOOR TO 2ND FLOOR): 8 HOEDOWN 'A' AS PER PAGE 6-•003 Q DRAWING TITLE: w OMINI-5PLIT HEAT-PUMP CONDENSER: I. PROVIDE (1) NEW 1.5 TON 2-:ZONE HEAT-PUMP PROPOSED FOUNDATION PLAN CONDENSER "L6" OR APPROVED EQUAL. 5.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH - - PROPOSED FIRST FLOOR PLAN ZONE PER INTERIOR UNIT NOTE. 4.HOME OWNER TO CONFIRM EXACT SYSTEM b - - _ E'XIST (5)2" 10 INSTALLATION WITH INSTALLER. - - DROPPED BEAM �p 5. INSTALL AS PER MANUFACTURER SPECS. _ - _ L - J L J 6.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING - SUFFICIENT TO ACCOMMODATE OR055 WEIGHT OF PAGE: CONDENSER. - - '1'. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 5A5 APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS _ ® . WHENEVER POSSIBLE. 15'-4"T to 00 NEW INDOOR WALL MOUNTED CONDENSER UNI75: 0 0 I. INDOOR CONDENSER UNITS: X O - (1) qK BTU UNIT 16" OR EQ. IN PROP. PRIMARY BEDROOM 6�D PR OP. DATE: 07 22 24 (I51 ZED IN NY5 yENERGY CODE OM 2 ' Q xLn� 6 OF 10 5. HOME: OWNER TO CONFIRM EXACT SYSTEM WITH tu t INSTALLER. 5. GC TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL AS REQUIRED FOR MOUNTING AND INSTALLATION THERMOSTAT: 11 I. PROVIDE THERMOSTAT FOR MINI-SPLIT: - ZONE I: PROP05ED PRIMARY BEDROOM X - ZONE 2: PROPOSED BEDROOM lu a 2. HOME OWNER TO CONFIRM EXACT SYSTEM k INSTALLATION WITH INSTALLER. HIGH EFFICIENCY LAMPS: NOT LE55 THAN q0% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, A5 PER T 6" h; 2020 NY5 EGG R404.1 FROPOSEl7 FOUNDATION PLAN �2 P JO.5J S.F. OROSS FLOOR AREA 50ALE: 1/4" = P-O" OE I ` ERAL 5 I I I50L <E**r : Q DOOR SCHEDULE EXISTING TO BE DEMOLISHEDCL WOOER ME (L.G TL. ----- Q WHEN APPLICABLE) DOOR MATERIAL EXISTING TO REMAIN NEW FOUNDATION WALL TAG DESCRIPTION MANUFACTURER U LLJ WNEW WOOD FRAME (L.G, STL. WHEN APPLICABLE) WIDTH HEIGHT ( - 14 1 I w-1 - J cu -1 14 El NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL - jE WOOD FRAME (L.G. STL. © POST FOR 4 WALLS SECOND FLOOR WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL _ _ _ I2 I III I O 201 CLOSET SLIDER JELD-WEN 3'-O" 6'-8" • ! O NEW 2-HR FIRE RATED •L � z co FOR 6" WALLS), U.O.N. WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) 202 INTERIOR SWING JELD-WEN 2'-6" •� 4 A-A 205 INTERIOR SWING JELD-WEN 2'-6" 6'-8" • A-301 I I ! I A-3ol 0 (V �i 13 n I O I 0 O +� �0 FLOOR PLAN NQ,rE5 204 CLOSET SWING JELD-WEN 2'-4" 6'-8" 1 • ��� ✓� I EW 2"10" R. I N O 0 NEW TURNBUCKLE RAILING NOTE'._ 205 CLOSET SWING JELD-WEN 2'-6" 6'-8" L • j ® I6' O.G. I� I� a a O O I. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. 2. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. � WALKING SURFACES LOCATED MORE THAN 50" ABOVE +�• SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINISHED FLOOR OR GRADE, s WHERE SHOWN ON PLANS. FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 3. 56' HIGH GUARDRAIL $ TURNBUCKLE WIRE 5PACING CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS NOT TO ALLOW PASSAGE OF A 4" (P SPHERE;56" HIGH ------------ - - NE 2"10" R.R.HANDRAIL. FV41NDOW CHART 4. GRIPPABLE RAIL AS PER CODE. 5. RAILING TO BE WOOD. TURNBUCKLE GABLES TO BE EGRESS CLEAR i METAL. ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT 12 r , TAG QTY. TYPE MODEL # TEMP PROV. PROV. v SMOKE DETECTOR / GO DETECTOR NOTES: WIDTH REQ'D: 20 PER UNIT PER UNIT WIDTH HEIGHT WIDTH HEIGHT OPEN REO'D: 5.'1 S.F. O2 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT HEIGHT REOV: 24° (S.F.) (S.F.) - SMOKE /CARBON MONOXIDE COMBINATION DETECTOR ��IF- -- - 11 _ _ j __ _ I I 13 HARD WIRED TO EACH OTHER W(BATTERY BACKUP. DOUBLE EXISTING S:12 5:12 `; I 4J 2.INTERCONNECTION BETWEEN NEW i6 EXISTING DEVICES A �- GSMT. RELOCATED 4'-6" IL 3'-q" 12.5 8.5 �' II m SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ARE NOT INTERCONNECTED, A5 PER NY5 R314.4. DOUBLE d _ „ :_ " 3.PROVIDE SMOKE/CO DETECTOR°i AS INDICATED, AND CASEMENT OXW255 6-O VS 3 5 3/8 5 II 5/8 3-4 13/I6 15 S.F. 15.15 15.0 1 _ I. _ _ - _ I. . PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. - - - - - - - - - - 4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. G AWNING A251 2'-4 VS" 21-0 5/8" 2'-4 3/8" 2'-O VS" 3.2 2 ddu I v HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS - � 8 OENIN65 TO BATHROOMS w/SHOWER OR TUB. 14 - 1f Ib 5. INSTALL ALL AS PER MANU. SPEC.'s 4 b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR - I II � III � 14 EXIST. SOLAR � • IN COMPLIANCE WITH LOCAL CODE DOOR NOTE: O ! ARRAY O3 I. INSTALL NEW INTERIOR DOORS WFfEN GALLED OUT m I 12 (I PANELQm (D ON PLANS BY 'JELD-WEN' (OR EQUAL). Q IS I REMOVED) 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT Q ON PLANS BY 'THERMATRU' (OR EQUAL). 26'_1" - 3.NOTE DOES NOT INDICATE EACH NIEW DOOR 4.PLACE DOORS 4" MIN. FROMN ER ENDICULAR4 POORDULE. 4'-II" WALL5, U.O.N. 5. INSTALL AS PER MANU SPEG.'s 4 B 4 B 6.PROVIDE (2) ZAO" HDR., U.O.N. T. SEE PAGE 0-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. (3 p WINDOW NOTE: - _ _ _ - I ` EXIST. O4 1. ALL NEW WINDOWS SHALL BE ANDERSEN CASEMENT, - - - - - - - _ _ _ _ _ SOLAR 1 DOUBLE-HUNG, OR GLIDING (A5 NOTED). INSTALL AS PER © - - - - - - - - - - - - - - - - - - © I I ARRAY I MANU. SPEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; NEW (5) 2"xIO" HDR. NEW (5) 2"AO" HDR. SEE DESIGNATIONS 8 WINDOW SCHEDULE. 5.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS NEW 2"x5" G.J. AND DOORS" ON PAGE G-002. ® I6" O.C. NATURAL LIGHT 4.ALL CASEMENT WINDOW5 TO HAVE STRAIGHT ARM HINGE. M G j 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTILATION 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: PROP. _ ed. FOR ALL 5KYLI6HTS 8 OPERABLE PANELS OF PRIMARY AREA 148 S.F. SWIN61N6, SLIDIN6, $ BIFOLD DOORS �t BEDROOM 6.2. WITHIN IS" OF F.F. 4 221 S.F. S.F. REO. S.F. PROV. L- - - - - - A-A 7 A-A 6.5. WITHIN 24" OF A DOOR A-501 I LIGHT A-301 6.4. WITHIN STAIRWAYS 6 WITHIN 36 OF A LANDING q0 CLC-.l I EQ,D ILL S.F. 25.3 S.F. m 6.5. WITHIN TUB/SHOWER ENCLOSURES = H6HT. 6.6. SEE AL50 GENERAL NOTES ON PAGE 0-002 IvENT a 23.5 S.F. '1. SEE PAGE 0-005 FOR FRAMING ;ELEMENTS AROUND r NATURAL LIGHT $ REQ'D 5.q S.F. Q zry WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM m 5 VENTILATION 1O 4 (2) ZxIO" HEADER U.O.N. NEW 2"x5' G.J. 5.WINDOW FALL PROTECTION SHALL. BE PROVIDED PER AREA FLOOR 221 S.F. ® I6 O.G. x - p NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEISHT5 4 LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN '12' �i _ S.F. REO. S.F. PROV. - �Of, �_ Q ABOVE GRADE OR THE ADJACENT SURFACE AT THE cV N BUILDING EXTERIOR. © LIGHT w IO BEDROOM A N - EQ,D 11.7 S.F. 22.2 S.F. W 148 S.F. zl EGRESS NOTE: VENT 2 N IN COMPLIANCE WITH NEW YORK STATE BUILDING _' REQ'D 8.8 S.F. Iq.O S.F. J 3 q°CSHT6. G • CODE, SECTION R310.2.1;THE FOLLOWIN6 MEANS OF EGRESS SHALL BE FOLLOWED: SM/CO N Z w NET CLEAR OPENIN6........... 5.'1S.F. 2 II 3 I- - - - - - - - - - - - - - - - - - - - - - - - - - - � 2 NET CLEAR HEIGHT............... 24" MININ'UM 203 L- - - - - - - - - - - - - - 2 - - - - - - - - - -NET CLEAR WIDTH................. 20" MINIMUM _ • _ O 5M/GO 205 U O5 CHIMNEY EXTENDED TO MEET HEIGHT REG.-. � � � PROP m 1. PROVIDE ADDITIONAL FLUE LINER TO MATCH EXISTING FOR PROPER VENTING. PROP. L. 2. CONNECT AS PER MANUFACTURER SECS. Oi 7 W.I.G. 3. INSTALL NEW CHIMNEY GAP. r '74.1 S.F. ATTIC `� - - X X 4. MATCH BRICK TO EXISTING. HATCH Q ONEN ATTIC ACCESS - PULL DOWN STAIR: 1. MIN. 550 # CAPACITY q)jT _ 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22x30 ) PROJECT: 3.45 MINUTE FIRE RATED 31-6" I 1 4.DBL. FRAMING WHEN NEW OENIN6 ' 5. WEATHERSTRIP ACCESS OENIN6 E PROVIDE R-4q INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR CIO S I 3 5y2 I \� I N A R D O RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, A5 PER NYS EGG R402.2.4 1 I SLOPE 1 I 1 I I FROFOSF_� ROOF FLAN ADDITION (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE IS I j I THERMAL ENVELOPE OF BUILDING). PROP. " _ " 6.INSTALL AS PER MANU. SPEC.'S (SITTING AREA I I I I SCALE: I/4 - I -Oi '1. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 102 S.F. NEW FLOOR: "'-1O" 470 MOOSE TRAIL 1. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE $ SCREW); EXI5T. �j EXIST. fn 0REH PERIMETER OF SHEATHING 6" Q.G. 8 12" O.G. ® i I 1EX15 W 5M/GO I I BE >;zo6M ROOF PLAN NOTES CUTCHOGUE, NY 11935 2.NEW FINISHED FLOOR PER H.O. SELECTION I � X NEW GUTTER 111 m 3 12 SEE SPECIFICATIONS AT ELEVATION NOTES OHOLDOWN (15T FLOOR TO 2ND FLOOR): I ►'-1�" 2'_6" !V-41V2" DRAWING TITLE: HOEDOWN 'A' A5 PER PAGE 6-003 I I ' I T 13 GUTTER HIGH POINT (TYP.) OMINI-SPLIT HEAT-PUMP CONDENSER: PROPOSED SECOND FLOOR PLAN 1. PROVIDE (1) NEW 1.5 TON 2-ZONE HEAT-PUMP CONDENSER "LG" OR APPROVED EQUAL. I NEW 4'X5" ALUM. DOWNSPOUT (TYP.) PROPOSED ROOF PLAN 3.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH EXIST.ZONE PER INTERIOR UNIT NOTE. _ FIREPLACE GAP 4.HOME OWNER TO CONFIRM EXACT SYSTEM b 0 INSTALLATION WITH INSTALLER. I �) IS - INSTALLED PER MANUFACTURER'S SPEC. 5. INSTALL AS PER MANUFACTURER SPECS. N r: 6.INSTALL UPON LEVEL GROUND d PROVIDE GROUND ( X t r SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING W c 44 EXISTING RAILING KL R REPLACED I6 PLUMBING VENT PIPE - PRECISE LOCATION TO BE SUFFICIENT TO ACCOMMODATE EiR055 WEIGHT OF WITH NEW TURNBUCKLE RAILING. DETERMINED BY PLUMBER BUT SHOULD BE PAGE: CONDENSER. - - _ PLACED AS TO NOT BE EASILY SEEN. 1. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS - - - - - - - - - 1� APPLIANCE, AND AT LEAST 5' FROM WINDOWS/DOORS NEW SOLAR PANELS WHENEVER POSSIBLE. O IO NEW INDOOR WALL MOUNTED CONDENSER UNITS: PROVIDE BLOCKING AT PROPOSED A-103111100 I. INDOOR CONDENSER UNITS: SOLAR PANEL LOCATIONS FOR INSTALLATION. (I) qK BTU UNIT ELSE OR EQ. IN PROP. PRIMARY BEDROOM OPEN TO - PRECISE LOCATION AND METHOD OF - (1) 11K BTU UNIT "LG" OR EO. IN PROP. BEDROOM BELOW ) INSTALLATION TO BE DETERMINED BY SOLAR 2. SIZED IN ACCORDANCE NY5 ENERGY CODE ` PANEL INSTALLER. DATE: 07/22/24 7 OF 10 O 3. HOME OWNER TO CONFIRM EXACT SYSTEM WITH m X INSTALLER. Q 18 ROOF CRICKET (TYP.): 3. GC TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL AS 2"X4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD LAPPED REQUIRED FOR MOUNTING AND INSTALLATION 15 IN ALL DIRECTIONS d FULLY FLASH. f OTHERMOSTAT: II I PROVIDE THERMOSTAT FOR MINI-SPLIT: - ZONE 1: PROPOSED PRIMARY BEDROOM - ZONE 2: PROPOSED BEDROOM 2. HOME OWNER TO CONFIRM EXACT SYSTEM d INSTALLATION WITH INSTALLER. HIGH EFFICIENCY LAMPS: NOT LESS THAN CTO% OF THE PERMANENTLY INSTALLED LI0HTIN6 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 15'-4" 2q'-4" - 2020 NY5 EGG R404.1 �s �' C, °Tm r FROFOSF-D SEOONI7 FLOOR PLAN 1 faa.2 S.F. HAE3ITA5LE SFA0E; 1,125.5 S.F. GROSS FLOOR AREA SCALE: I/4" = 1'-0" ELEVATION NOTES GENERAL ELEVATION NOTES a- I. HATCHED AREAS INDICATE NEW WORK (TYP) 2. PROVIDE CONGEALED FLA5HINO AT ALL ROOF INTERFACES. (TYP) / Lu Lu (D TYPICAL ROOFING: / / J C) I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS / Q N 2. ASPHALT SHINGLES, SIZE AND COLOR TO MATCH Lr) EXISTING. / 5. H.D. TO VERIFY FINAL COLOR 8 MATERIAL SELECTION O r- BEFORE INSTALLATION / — 0 O TYPICAL SIDING: / / .L z I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O �_ CV CONSTRUCTION STANDARDS / p d cc LI) -,�e 2. TO MATCH EXISTING EXISTING 5HIN&LE SIDING. >) U 5. H.O. TO VERIFY FINAL COLOR AND MATERIAL 5ELECTION / O O OX � N BEFORE INSTALLATION / 8 I 8 m OC� O NEW 6" SQUARE SEAMLESS GUTTERS $ / CV -J Lo DOHN517OUTS; WHITE 4 ALUMINUM (TYP.) / / Io'-O" I'j Q �. O DRAINAGE NOTE: L LL I. CONTRACTOR SHALL CONNECT DRAINAGE LEADER5 TO 12 J I I Ll PIPING LEADING TO EXISTING DR'04ELL5. lL / 2. PROVIDE STANDARD SPLASH BLOCK ® GRADE AT ALL Q DOWNSPOUTS O4 TYPICAL TRIM 'AZEK' (OR EO.); I. PROVIDE 6 WHITE AT FASCIAS (TO MATCH EXIST) O / _ _I_1I_ - --- --- 2. PROVIDE 6" WHITE AT HORIZONTAL BORDERS -1 / 3 I I I I I I S. PROVIDE t4" CORNER BOARDS (TO MATCH EXIST) 4. PROVIDE 4" WHITE AT ALL WINDOWS AND DOORS(TO � �J MATCH EXIST) / I 1 1—� OEXTENDED CHIMNEY: z / I I I I I 1 1 I I I I I I. EXISTING CHIMNEY TO BE INCREASED IN HEIGHT - TO CLEAR ROOF AS REG. BY CODE. - 2. BRICK TO MATCH EXISTING IN BOTH MATERIAL PATTERN. / _ — 5. ADDITIONAL FLUE LINER T'O BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. / 12 4. NEW CHIMNEY GAP TO BE INSTALLED. SELECTED p / BY Or-,. $ HOMEOWNER. 8 r l m / . v c ONEW PLUMBING VENT: ' 6 SEE NOTE ® PLAN F.F. F.F. ROOF CRICKET (TYP.): < • O 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD AEL LAPPED IS" IN ALL DIRECTIONS 4 FULLY FLASH. O8 NEW SOLAR PANELS / \ / \ - TO CONNECT TO EXISTINO SYSTEM - SEE NOTE a PLANS DECORATIVE PEDIEMENT/OAE3LE END: J/ / O - TO MATCH EXI5TIN5 PORCH'PEDIMENT I � � � � � EJ - x � o x - WRAPPED IN WHITE AZEK (OR EG) I - , Io PERMITTED MAX. BUILDING OUTLINE PER ZR 25-65 a - _ F.F. II EX15TINO A/C CONDENSER L:2 L — — — — — — — — — — — — — — PROP05ED MINI-SPLIT HEAT-PUMP CONDENSER. SEE PLAN NOTES. AV6. GRADE FRONT ELEVATION (NORTH) 5GALE: 1/4" = P-O" rn z w O 8 - - ` PROJECT: 5 NARDO -11i1LM 1 4 ADDITION IIIII I I 1- J'I 1 11 1 J111 1�-�I—� DO>O 11J 1-� ll MOCATM N - 2 470 MOOSE TRAIL LIU CUTCHOGUE, NY 11935 X IL I ry DRAWING TITLE: F.F. PROPOSED EXTERIOR ELEVATIONS IL4 m X a PAGE: LE I, - - LiA-20loOO II I I I II I I 111 11 Hill 11 1i1 DATE: 07/22/24 8 OF 10 AVG. GRADE Win` p� R10HT ELEVATION (ICIEST) Fs SCALE: 1/4" = 1'-0" �\Tj n, - ELEVATION NOTES GENERAL ELEVATION NOTES C- I. HATCHED AREAS INDICATE NEW WORK (TYP) _ — — — — — — — — — — — — — — Q 2. PROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. (TYP) \ Lu OTYPICAL ROOFING: \ \ J M I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS \ Q ;�� C\j 2. ASPHALT SHINGLES, SIZE AND COLOR TO MATCH \ C EXISTING. B. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION O �- BEFORE INSTALLATION \ — _ 0 OTYPICAL SIDING: z\ L V_ I. BEE NOTE AT BUILDING SECTION FOR MINIMUM \ O O fV O CONSTRUCTION STANDARDS 2. TO MATCH EXISTING EX15TINO SHINGLE SIDING. �- 5. H.O. TO VERIFY FINAL COLOR, AND MATERIAL SELECTION cc: X CV BEFORE INSTALLATION 6 8 I 8 \ O O '- EXIST. SOLAR ARRAY. ONE \ 'O 0 m `_ O NEW b" 5C�UARE SEAMLE55 GUTTERS - PANEL TO 8E REMOVED WHERE \ \ O O Q Ca DOWNSPOUTS; WHITE $ ALUMINUM (TYP.) PROP. ROOF MEETS EXISTING 10'-O" _ Q c Q r- DRAINAGE NOTE: I. CONTRACTOR SHALL CONNECT DRAINAGE LEADERS TO ��� - L —�r✓ 5 \ PIPING LEADING TO EXISTING DRYWELLS. \ p n 1 2. PROVIDE STANDARD SPLASH BLOCK ® GRADE AT ALL DOWNSPOUTS - t-i- - O4 TYPICAL TRIM 'AZEK' (OR ECGjam_ 10 \ I. PROVIDE 6" W 3HITE AT FASCIAS (TO MATCH EXIST) l-1 11 \ p 2. PROVIDE 6" WHITE AT HORIZONTAL BORDERS WillIII \ N 5. PROVIDE t4" CORNER BOARDS (TO MATCH EXIST) 4. PROVIDE 4" WHITE AT ALL WINDOWS AND DOORS (TO �J F$- MATCH EXIST) i III I I I �� -11- LULL - il- 1� I I1�1. lu 4 \ u EXTENDED CHIMNEY: - ---- O I. EX15TINO CHIMNEY TO BE INCREASED IN HEIGHT TO CLEAR ROOF AS REa. BY CODE. / \ 2. BRICK TO MATCH EXISTING IN BOTH MATERIAL d X -u-�1� O I I 2 \ 4_j PATTERN. \ / _ i I I i I III II 5. ADDITIONAL FLUE LINER TO BE INSTALLED PER MANUFAGTURER'5 SPECIFICATIONS. 4. NEW CHIMNEY GAP TO BE INSTALLED, SELECTED I I \ p BY GG. HOMEOWNER. I V ONEW PLUMBING VENT: m i I I Ll III ! off\ L_ SEE NOTE ® PLAN cv F.F.— I I \ ROOF CRICKET (TYP.): I I I I Q • (� 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD LAPPED 18" IN ALL DIRECTIONS $ FULLY FLASH. - W ONEW 50LAR PANELS - TO CONNECT TO EXISTING SYSTEM - SEE NOTE ® PLANS / \ Oq DECORATIVE PEDIEMENT/GABLE END: O TO MATCH EXISTING PORCH PEDIMENT - WRAPPED IN WHITE AZEK (OR EQ.) to PERMITTED MAX. BUILDING OUTLINE PER ZR 25-65 II EXISTING A/C CONDENSER _ AVG. GRADE 12 PROPOSED MINI-SPLIT HEAT _ _ _ _ _ _ _ _ _ _ _ _ -PUMP CONDENSER. — — — — — — — — — — — — SEE PLAN NOTES. REAR ELEVATION (SOUTH) SCALE: 1/4" = I'-O" i z w 5 I C) \ W Q ------- - --- ------------------ PROJECT: 3 - 3 4 NARDO ADDITION 2 /G� 11 /G\ t I I T / O \ - j1 I _ll�LL! I �--- - ' R, 470 MOOSE TRAIL 1_LL I I I !� l IJ_( a CUTCHOGUE, NY 11935 DRAWING TITLE: F.F. �-�-� ' PROPOSED EXTERIOR ELEVATIONS lILI J_L11ILIil_Al m PAGE: n 1210 A-20 2mOO ODATE: 07/22/24 9 OF 10 AVG. GRADE / a �14 LEFT ELEVATION (EAST) SCALE: 1/4" = 1'-0" P BUILDIN5 SECTION NOTE5 (D NEW ROOFING NOTE (TYPI I. INSTALL NEW ASPHALT ROOF :9HINOLE5 TO MATCH Q EXISTING. PROP. SOLAR LOCATION CONNECTION 'A' 5 Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO PER PAGE 6-003 LL �� (TO BE INSTALLED BY OTHERS) 24 FROM INSIDE FACE OF 5TI)D WALL AND AT VA-LEYS NEW RIDGE PROPOSED R06E HEIGHT J 5.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMENT ------------------------------ O (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS ELEV. +25.1' ('7 FOR PITCHES FROM 2:12 TO 4:12,OVER 12 Q N 4.1/2" GDX PLYWOOD 5HEATHIN& (BLOCK ALL 5EAM5) � Lr) 5. GAP 5HINOLE OVER RIDGE 8 HIPS (AS REO'D) 5 a) 6.PROVIDE RID6E VENT (AS REOV _ �p O 'l. FLASH ALL VALLEYS8.INSTALL DRIP ED E AS REO'D Op ¢� RDA R I - .� (D `t PROP. ATTIC R, q. INSTALL ALL A5 PER MANU. SF'EG.'s CONNECTION 'BI' A5 P CONNECTION 'BI' AS i � r- PER PAGE 0-005 PER PAGE 6-005 O C N z 0 ONEW R.R. TO G.J. NEW R.R. TO G.J. X N TYPICAL ROOF $ CEILING GONSTRUGTION: � C6 • NEW ROOFING AS NOTED y k v k ' k v Y k v u PROF, x v k k k x x v Y v u • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD O a-J i 5EAM5) s O 0 m Z C9 • R.R.,G.J., d G.T. AS NOTED ON PLANS (® 5PAN5 OVER 2 � O 4-J 8' INSTALL "X" ORID61NO ® CENTER OF SPAN, U.O.N) N Q C6 • PROVIDE R-4q GATT INSULATION WHEREVER ALLOI^IED 3 Q 0 a 0 PER ATTIC 5PAGE; IN ALL OTHER AREAS, PROVIDE '1" 3 .-- THK. SPRAY FOAM INSULATION (R-4q ® R--1/INCH) �� • PROVIDE 2" THK. SPRAY FOA'l1 INSULATION ® EAVES PROP. PRIMARY PROP. 4 NEW EXTERIOR WALL CON5TRUCTION (TYP.): 4 Q BEDROOM BEDROOM n l O30 HOUSE MEMBRANE (SEE SIDING-i NOTE FOR SPEC.'S) UPON � W • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYk V 5EAM5) UPON • 2"xb" STUDS ® I6" O.G. w/DBL.. TOP PLATE _ PROPOSED SECOND FINISHEC FLOOR • MIN. R-21 INSULATION ELEV. +O.6' • 5/8" GYPSUM BD. WALL FINISH 5 6 --� 4J ONEW SIDING NOTE (TYP.): 1-4 `{ 1. INSTALL NEW FIBER CEMENT 5IDINO AS PER ELEVATIONS UPON PROP. F.J. U 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELYr!55W 4.INSTALL ALL AS PER MANU. SPEC.'s 5. PROVIDE ALL NECESSARY TRIM FOR PROPER ! j W INSTALLATION I ■ 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL i I EXISTING T OTYPICAL FLOOR CON5TRUGTION: '� DINING ROOM 1. FINISH FLOORING TO SELECT �- 2. 5/4" T 8 6 GDX PLYWD. 5U5FLOOR GLUED $ SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL 'X' BRACE ® MIDSPAN 4. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS EXI5TIN6 INSULATION EXIST. FIRST FINISHED FLOOR NEW WOOD FLOOR: 6 c -- ------- ELEV. +15 !^ OV J I. NEW WOOD FLOORING TO BE :ELECTED BY -� n 1 HOMEOWNER EXIST. F.J. R W — — — — — — _ _AVG. GRADE BASELINE (AVERAGE GADE) Q — — — ----------- ELEV. - EX15TINO ALL5 NOTE: EXISTING W IN-FILL FRAMING OF EX15TINO WALLS SHALL MATCH 51ZE CRAWL SPACE # SPACING OF EXI5TIN6 WALL STUD5, U.O.N. --------EXIST, GRAVLSPAGE I$� WHERE THE CAVITIES OF EXISTING EXTERIOR WALLS ARE EXPOSED DURING CONSTRUCTION, FILL CAVITIES w/ FIBER&LA55 BATT INSULATION. SEOTION A-A/A-501 SCALE; 1/4" = P—O" I N z PROPOSED RIDGE HEIGHT 2 PROP. RIDGE -------------- ELEV. +25A, O I I I I I I I I I I II II II II II II II I li II II II II II II II t1hFIROP05ED LOWER RIDGE HEIGHT --------_ ELEV. +22.&' II II II II II PROP. ATTIC II II II Ii II`� II II II II II II II II II II I! II II II o oP PROJECT: � 3 3 PROP. CRICKET. SEE NOTES ___ EXIST. REAR R_I D6E HE 16HT NARDO .. ® PLANS AND ELEVATION I � 4 ELEV, +15.2' ADDITION PROP. PRIMARY - BEDROOM 470 MOOSE TRAIL PROPOSED SECOND FINISHED FLOOR EXIST. z ELEV. +10.6' CUTCHOGUE, NY 11935 GARAGE I �- ----------- 5 6 ATTIc DRAWING TITLE: PROP. F.J. BUILDING SECTIONS EXIST. DINING ROOM T o Ex15T. PAGE: �o GARAGE EXIST. FIRST FINISHED FLOOR INSULATION ��------- ELEV. EXIST. F.J. BASELINE (AVERAGE GRADE) DATE: 07 22 24 AVG. GRADE — — — — — — — — — — — — ----------- ELEV. +O.O' / / 10 OF 10 EXIST. GARAGE SLAB EXISTING ON &RAPE CRAWL 5PAGE EXIST. GRAWL5PA0E ------------- ELEV. -2.4' X A SECTION B-B/A-301 SCALE: I/4" = I'—O" ter