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HomeMy WebLinkAbout49238-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#: 49238 Date: 5/15/2023 Permission is hereby granted to: Bletsas, John 37-20 58th St Woodside, NY 11377 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 905 Willow Dr, East Marion SCTM # 473889 Sec/Block/Lot# 22.-5-12 Pursuant to application dated 4/11/2023 and approved by the Building Inspector. To expire on 11/13/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,420.40 CO-NEW DWELLING $50.00 Total: $2,410.40 Building Inspector �x w 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 littps://www.sotitlioldtownnv,,,� nn ,,�ov APPLICATION FOR BUILDING PERMIT Date Received ror Office Use Only PERMIT NO., qU3� Building Inspector: APR 1 12023 Applications and forms must be filled out in their entirety.Incomplete L,�� applications will not be accepted. Where the Applicant is not the owner,an MINN OFq Ol i m r;! F,o- Owner's Authorization form(Page 2)shall be completed. Date:04/10/2023 OWNER(S)OF PROPERTY: Name:John & Kathy Bletsas SCTM#10o0-22-05-12 Project Address:905 Willow Dr, East Marion NY Phone#:917-681-1953 Email:jbletsas@bletsasplumbing.com Mailing Address:905 Willow Dr, East Marion CONTACT PERSON: Name:AMP Architecture, Michelle Sarabia Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box , Mattituck, N.Y. 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Proposed new single family dwelling w/attached 2 car garage,proposed IA OWTS Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes iiiiiNo 1 I s PROPERTY INFORMATION Existing use of property:vacant Lot Intended use of property.Single Family Residence ............ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 Nonconforming this property? ❑Yes iNo IF YES,PROVIDE A COPY, N'Check Box After Reading: The owner/contractor/design professional Is responsible for ail drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the BuildingDapartment for the issuance of a Building Permlt pursuant to the Building zone Ordinance of the Town ofSouthotd,Suffolfy county,New York and other applicable taws,Ordivances or Regulations,for the construction of buildings, additions,alterations orfor removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing coda 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 misdemeenorpursuant to Section 210AS of the New York State Penal Law. Application Submitt print n MP Architecture, Michelle Sarabia ®Authorized Agent ❑owner Signature of Applicant* a, ,,�,,..wµ Date: � I 0 O� STATE OF NEW YORK) SS: COUNTY OF Suffolk I ,r V �SOXIA ,being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the sald work and to make and file this application;that all statements contained in this application are true to the best of his/her k owl dge andb Lief;and that the work will be performed in the manner set forth in the application file therewith. �. BARBARA H. TANDY Sworn before me this Notary Public, State Of New York No. 01 TA6086001 a 3 _ day of 20 y Qualified In Suffolk County Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the wn of Southold Building Department for approval as described herein. A to X Owner's is Signature Date Print Owner's Name 2 A top NN g _E sKA I'sCHEt SPECEfi_E�Oh3 T6! - s e am ws� v r... •syn. �� w, hNc�Qz PLOT?LAS ' IN1TA- LkV LAND LATERAL MUST BE a � a = m \ c SHOWN ON FINAL SURV e,eo ,h,dul,i,,p,dl,njsj, edu. } vicwrt 1 L�XATIOM MAP 41 J'k # 'DATh2. - y3' _� e..x,.,a.. ,am...v�,_ � r� � ate` I a � � lGYN6 O16TlILT R-b LCfFLM111L5 a"® t £ ; .� II TM 1 } I E ,d w� cl ALL I �..�.� '�«.� �'-�" �.�.m.....� ,ew,eae„ idmr,o,eLnL,•d.T.vrxem: I; I . roRLn P nrrd .W r SFHi °�� ].VT Nd6L ICllD Tm MTYH dY �' w,aai� mm�� G.fYO�T..L.n.�YIJ1GMe � • I y;�� �y,� � I .° an e1Te rLul 3�v,.� •a,xp z.�v w�.n , dwTMeT]mTM lacwreo I P3.��+#fA` _ a � i�?r'1�G:IX.!!•vM.r6L zF �.. S 6- YRS: - j] 8 LETSAS _ SEPTICKKK I g .. - j.. tYPF4v35Y eTRt€ P "" EAST MARION,N.Y.11939 OMMUG TOM �^ }} Toepdx � '�.. � TES rva ---- NOyTr � r q SRE INFORMATION SRE PUN FOLK C.CkL'Y W—AL`}H PSPA$ZTM VT+l% VA> --- t F e SP 101 SU€=fos.K COUNTY DEPARTMENT OF P�=ALT?�9 SERVICES 00 ER:A:T:0 APPROVAL�r CONSTRUCTION PoR SINGLE FAMILY a AMI_v RtsEDENCv ONLY pmee.xwncvxe�mrwaoc,a�,®w iTKiowr e�aaaa'�a.m�wee],one � � s•�F r _ a..ae��#_ u-r]—000e----La—z—� —_m mfijn—' '—'i -- _ iF �- ' idaer nnoiw•non rw oerNrm p 3/27/23 R-23-0069 �r.��eT• WILLOW D R I V E R'wx'err wee oR . P RR reawe.mw o+,.00 0— FOR AhAxINSUnn r - � Bs-DRoonAs EXPIRES THREE YEARS FROM DATE OF APPROVAL SITE PLAN eR.rRiLx.a i a syi ,`'�'IQ�"�/.',r'«v Yn-4 moi•)`.•o�'i": , SITE LAYOUT NOTES: � .`.` e;F ' 1 •... �t,, _ „ j ;,t�► ,:r p h. +r.e .` _.'`.. r I. THI5 15 AN ARCHITECT'S SITE PLAN d IS }° �,,: - '' v . ' / '1' °"p _ •• .' !P SUBJECT TO VERIFICATION BY A LICENSED �'r l�` / a* f r ,�'� f ` ' ,•'� *"� r r r 'r .€' % ' `:' SURVEYOR. THE INFORMATIONt A- . d ..af-,,, a tc� t r Q } REPRESENTED ON THIS SITE PLAN IS TO THELij " r "V' ? W t ARCHITECT'S BEST OF KNOWLEDGE. � " -. - f'-, '', � r• � ,,.,, �r r �p`'. •.• V, � ,a 'c . �S ,.Y(' f• #� Yu_, {r! k4 ,,pt, � v I .,J y,!r;'"`•4.a. * _ foist ,d r"f'y IG,f y '+. f,F %� .. ,a,a" t; -�. .•w`: / ^r.yk r .° '.sf UE14 2. SURVEY INFORMATION WAS OBTAINED �.•,�tr' + e .+, ' * tid11 �, •° w r' FROM A SURVEY DATED AUGUST 01, 2022 :f (�' m.'.4 ' ab" :„:. . .�F'"", + ,•� AND PREPARED BY: r ; �'':� sn�P ,r.7 . ' r r � y"`.°'. . ' •'•- ' ...� r:7�- Q - L!7 ♦�y lS^t y , .fix ' p •� 01 SGALIGE LAND SURVEYING <�' �' ,• / r v .w O �" • � e '-r!r' f w J,� /" ' °-°..J„�ye1C�,,•T�� ,+rmC'�-:.Jif %�• w r W JASON D LEADINSHAM +` ./1 r N.Y. STATE LAND SURVEYOR :: a.. ' ... - y' - - 'fir^.',ras F ,-•:.t. -p as J r t i r r ' ! �" ',ayr•,.:`:y.s , .. �+� • i _ ••j ^✓r e 4 ... -. ' `. d .. ran.,,,.... /�/ O LIG. #050736 'i• �•. /, ',f& y?o� ° 41 ,< i 4^`•v k ,rTELEPHONE: (631) 957-2400 "%'. « ; ~.,:r • '4 s�'`r a x na r y 4 •.; .. .. _ , ._..__ - _ ._.-. , .. _ W. ._ E X°R�- L- r ''"' O &yd;�• - 'r •, �w ,f ,s � _. .�, ..--"---r I i � cD .-- z I ( � ;,.>' .yo`',''^.�- .>,.....��.,.r^,"F. '� _ •r� wt.'`�°i� d+ ''�'t. `-',:� - - a`_ 9� . •,,/+�•,., h I , `e, .q ena,¢`,°.. .._ � •Q N .17 .,y. `,i(•'. 1AN''^T - a A x tri .f drs w° -'i-' . ' t ` _ ex' *, a• ,•R wru., 1 �,,.rr G, RA NAGE CALCULATIONS DRAINAGE CALCULATIONS ' r - ,s » I U -Y D I L k>° '' •,a'` -',. , ,z -`• %"r -i �Y' )`'- 'rM� tr.,�', F ^1'"'W -, yre&A �t'. .1 "4 y e- s, O ��-tt r .Iyr xa d c J �.:' t' r ,;a. N t I_ t ce t;!T •};.: 9_ __ 17 :r O m 4- O NEW IMPERVIOUS SURFACE NEW IMPERVIOUS SURFACE }`e . r. _._ -_-a .�,.,. ., ,,p.,,,�r ; •;<..°•„` ^1 ;p' = �.�, ,, _ O _ 2172.0 S.F. 3 71.5 S.F. t. a : y ,� ... �. �' ,a�� *. �„.w ,, .; '^ AREA - PROPOSED DWELLING AREA - PROPOSED DWELLING ,< ® Y »5UBJEGT PROPERTY ,5:w , i -� gp 4 4 , z :;��r �q"`",.•.,, � ; a _ - ii kw1', '...�' .. -. ,.v. .: ,.. , r. s,i s.�..e' f at:= _G _ d • �i „ .... 4 ry•' �..$ N O N ` 2 RAINFALL EVENT 505.2 2 RAINFALL EVENT 65x.5 _ } .. + +` " „ .� %' , . --- --- _ -- - ---- - .,r z*' g4 ' - !` AaT� o,.,.. •,a; O ^ c _ _._ •aF ., .'1 ".'° ".1' ,.r,�_.._.a<. ..ai --a.a;'y,<.at -,+W: ...+:..�way i .. _ ...w. .....y Q G O 42.2 GU.FT. VOLUME PER FOOT 42.2 GU.FT. VOLUME PER FOOT •fit,,"Kr":. `.•".. `: i :t f•'"; ' : "' :'. aq• - «.'"",�. ` ._ .,# , * ` "' ' ' '`r .. ti, 9 12.0 S.F. 15.6 S.F. r ; FOR 8'� POOL OF 8'� POOL �rt r. .a.<;=., s�' .. �'� - #,� f, �, . ,� 'i i e e ii".rr"! '�`' `; dti *•�g�i;°�,' C '•!y hrp 'r .�� �` ' ik'x�,dv iik '•if^' i`R,� f •k ' .'.wr� PROVIDE (3) &'(P X 4 DEEP DRYWELL5 PROVIDE (4) 8(P X 4 DEEP DRYWELLS ° �`rh' r', tv. `" • r 4 "/ * ,-, (�, z�t ,'l ' .•�`' F_� '{. ,, � r d•.!�' t ,d`,, ..'.��f ,r � 44 \ ` •+_,•�� s aF-, i °�~ ,F, v e I �i 1."'r"'°•�,;I�s' �• ... ida "r,S?a',dW" .. ..* '!- _.• _ =36.77' DRAINAGE CALCULATIONS "«^ °':" :, �,_ 'a �♦a x }� . t Y'• . F''<.¢r �rf,R` ..'�/'ea °.e. '�'}, 4;.- •'A,y'�,.;'.�' ♦ 4.r& •`"w"" '.i� NEW IMPERVIOUS SURFACE ,' €t•' r' ,: a' *►' �.,° , - AREA - PROP. POOL HOUSE $ 700.0 S.F. -' „', .. •i : M.y+' :'h ,., '.,`"¢ a .� ''. �gf "` " ,, t `.r� ` r-. \ COVERED PATIO ' \ � a4Y`, -=�'r e' '�.'r �! •y'•a :'e` .r'.� +.o> +" .5 �. ri,� q. .+�_ °'v �' x� d>.TM 2" RAINFALL EVENT 111.0 �.�,.,:_. .a?'�` _� �.. .',�«� ';.'`z,..»;+._ �:.-_. .,i.,.:^•:; .>a•.,'��':.r..Jr ,e�'"� ��...�:�", .0 .� .�--d- ::;�.::- �� � l m I FADE <E� Q) W I 42.2 GU.FT. VOLUME PER FOOT 2.a S.F. LOCATION MAP \ of 8'0 POOL �_®� I •®O PROJECT LOCATION & SCOPE �J \ PROVIDE (1) 54 X 3' DEEP DRYWELL SCALE: NT5 ' - SITE PLAN & ZONING DATA \ DRAINAGE SYSTEM INSTALLATION NOTES: - VACANT • A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 8 � O F E : LOT WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC COMPONENTS, LEACHING FIELDS SEWER COMPONENTS AND THE EDGE OF ALL FOUNDATION WALL5 -®®� ,®® GENERAL NOTES \ A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELL5 8 ENERGY TABLE \ CONCRETE SLABS AND PROPERTY LINES I CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL - PROPOSED NEN S I NC LE FAMILY DNELL I NC N1 ATTACHED 2 GAR STRUCTURAL DESIGN CHARTSOARAOE Q PROP. ` _ ,®® HOLDOWN, ANCHOR BOLT, WELL S \ \ EL.=36.72 PROPOSED I f� ONTS STRAPPING, & NAILING DETAILS \ o, \90 o FASTENING SCHEDULE Com-00 .00 FROJE�T DATA : FRAMING GRAPHICS I e� 36. I BEAM CONNECTION PATTERNS Q c� \ \ / FIREBLOCKING DETAILS I I 8�x3 DEEP\ I PROJECT / ZONING DATA V _ - 1 I •®® PROPOSED FOUNDATION PLAN POOL HOUSE, TAX MAP # 1000-22-05-12 DRYWELL /PROP 4'4)x4' I DEEP POOL \ ZONING DI'FTRIGT R-40 CONFORMING O D.N. ��DRYWELL LOT AREA O.a ACRES A- 102 .00 PROPOSED FIRST FLOOR PLAN \ PROPOSED \ SUFFOLK COUNTY HD APPROVAL R-23-0061 -f BEDROOMS ______ 6 FIREPIT I i i STONE BENCH � I ----------- - SEATING � I I � r \ - PROPOSED PROPOSED tu HABITABLE oRoss PROPOSED SECOND FLOOR PLAN I j PROPOSED \ ^ry I SPACE FLOOR AREA 6 O I 131 POOL FILED FIRST FLOOR AREA 2,500.8 S.F. 3,078.6 S.F. � I O j I UNDER z I I I SEPARATE \ SECOND FLOOR AREA 2,023.1 S.F. 2,023°1 S.F. J I I O� I APPLICATION u, 1 I - --- PROPOSED PLAN SCHEDULES z I TOTAL S.F. 4,533.5 S.F. 5,102.5 S.F. - 1 ®� p I zlCL � I - - -- 1 j j I PROPOSED \ SOUTHOLD TOWN CODE 280-207 (A)(1) (Y I Q w I 0. I PROP. PATIO I - - - - lu 1 a1 w I z i COVERED \ LOT SIZE /S.F. IN EXCESS OF ALLOWABLE TOTAL N ui I PATIO FILED 40,133.6 S.F. 133.6 S.F. w I w I w/ POOL I 40,000 _ OFA GFA -2® I •®O PROPOSED EXTERIOR ELEVATIONS Z Q I F-- HOUSE UNDER \ Q m I < SEPARATE (e) LOTS CONTAINING UP TO 80,000 S.F. g APP PROPOSED w p i O I COVERED PORCH \ ALLOWABLE S.F. / PLUS 590 OF / \ 5,100.0 S.F. 6.7 S.F. 5,106.7 S.F. 5,102.5 S.F. Q w I / EXCESS LOT AREA 11 -2®2 •®® PROPOSED EXTERIOR ELEVATIONSLu 1 L------=L- /PROP, I VACANT REQUIRED SETBACKS - MAIN BUILDING I � � 18�x4 � L------------ \�D.W.j LOT - --- - _- w AG SOUTHOLD GODS 280-18 Q GOND. L- ----- ----------- PROPOSED 2-5TORY WD. I Q I REQUIRED PROPOSED COMPLIES BUILDING SECTIONS PROF. FR. SINGLE FAMILY � �-�® I PROPANE`.- DWELLING W BASEMENT 8 W PROJECT: POWERED ATTACHED 2-GAR 0ARA0E FRONT YARD 50.0' YES GENERATOI; I O (5 BEDROOMS) _ - BLETSAS F.F. EL.=36.4' � I SIDE YARD 15.0' 35.8' YES GARAGE SLAB EL.=33.8' _ -------------------- ®2 ®® BUILDING SECTIONS �f 041 --------, ---- A-502.00 RESIDENCE BOTH 51 DE YARDS 35.0 84.4 YES \�D.W1� i I I I I REAR YARD 50.0' 72.5' YES DESIGN DETAILS 905 WILLOW DRIVE =ss.8 i 410 LOT COVER,4GE T x\6401 .00 EAST MARION N.Y. 11939 I DESCRIPTION (FOOTPRINT) AREA % LOT COVERAGE DRAWING_ TITLE: I I I TOTAL LOT AREA 40,133.0 S.F. DESIGN DETAILS i b f -�02 •®® PROJECT LOCATION & SCOPE L50' FRONT YARD 5ETBAGK I PROPOSED DWELLINS W/ SITE PLAN &ZONING DATA �ROP� - - - - - � - - - - - - - - - - - I ATTACHED 2 GAR GARAGE 3,078.6 S.F. 7.790 /PROP. I 1 8'(Px4'� I PROPOSED COVERED PORCHES \\D i% \�D.W. I DWELLING 800.1 S.F. 2.090 ��a I PROPOSED I r PROPOSED STRUCTURAL PLANS I ASPHALT 1 �1 I PROPOSED POOL HOUSE 345.0 S.F. 0.13o PAGE: I DRIVEWAY 1 PROPOSED INSROUND SWIMMING POOL 800.0 S.F. 2.030 /PROPS I v(2) I DRYWELLS TO I Q, PROPOSED COVERED PATIO 355.0 S.F. 0.130 G-001m00\�'0x4)�/o I MAINTAIN MINIMUM v PROPOSED FIREPIT $ SEATING 18.6 S.F. 3230 - .® PROPOSED STRUCTURAL PLANS I?FL M/ -�- 10' SEPARATION -- -__ I FROM ALL SEPTIC 1-1 b p --� I w p TOTAL AREA OF ALL STRUCTURES 5,478.1 S.F. 13.6% O COMPONENTS I O _ O I w O DATE: 04/03/23 1 OF 19 �l "MAXIMUM LOT GOVERAOE ALLOWED - 20% ° PROP. 1000 I�� � 1� I ° n I GAL. BURIED dl-ROP�1 ItA N PROPOSED PATIO < 8" FROM �- ®�.®® PROPOSED STRUCTURAL PLANS N PROPANE TANK TEST �&V 4/ p Z GRADE 1,616.8 S.F. 4.0% HOLE �-�� a PROP05ED ASPHALT DRIVEWAY 2,172.0 S.F. 7.490 EL=34.2' l _ ARC_ _, _ _ _ _ _ _ _ _ _ _ _ _ _ _ \\ _ _ _ _ �,�- - 1 O�••®Q PROPOSED STRUCTURAL PLANS \�,��R �A EL.=35.44' S61°20'00"E 181.00' o O 1 •QQ DWV/ WATER SUPPLY RISER LE N I L L O N D R I V E EXIST.-/ GAS RISER -j, 0374 Box F p F N'E`B S 1 TE PLAN SCALE: 1" = 15'-0" NOTES � SPEC.I FI GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ABBRE x I AT I ON✓ 0- IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP T-115 CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Flo = 8"75) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT - - -- _ Q TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. 1 BOARD INSUL. l INSULATION " 1 SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF - 0 GENERAL 2. ALL LUMBER IN CRAWL SPACES TO BE I6ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION [INT. INTERIOR Ld 6" MIN. FOUNDATION EXPOSURE. A&ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR __ _ W 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2• ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLDG. �I BUILDING K KIPS (1000 LBS) -� Q APPLICABLE BUILDING DEPARTMENT. 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT M PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT.,U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS 1 N 2. ALL E CONSTRUCTION CON SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS --- Q _w ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING - -- •- Ln STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. APPLICABLE AS A DERIVED WORK). 4. FOOTISE NOTED ST A MIN. OF 4'-D" BELOW GRADE,UNLESS B.O. BOTTOM OF �� MAX. MAXIMUM � C 0) 4. AT FLUSH FRAMING USE ib GAGE METAL JOISTS HANGERS BY "TECO" OR __ _ 0 0 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MEGHANIGAL .. .- (D PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.D.N. �� AND AUTHORITIES HAVING JURISDICTION. 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDE30ARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL �f MIN. MINIMUM - O >,: O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY FLOORS, ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS OF THE OWNER/BUILDER RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 L � z �- 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, Q C (0 � U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, -7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED __ _ �� _ CL a N SHALL BE CLARIFIED WITH THE ARCHITEGT/E:NOINEER BEFORE PROCEEDING 7. ALL BEAMS,GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION ASENGY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED >% � x U I WITH THE WORK. CONT. CONTINUOUS O.G. ON CENTER Q WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. ____ _ O O m � (� b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OCG. OCCUPANCY T_ UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. &RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. _ 1. -__ �� .� 0 �-+ In q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE IN510NIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE ++ (V -w DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION 0 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 __- - Q C) 0 BEFORE THE START OF FRAMINGDAYS OF 4,000 P.5.1., U.O.N. T_ ID. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON ALL5 AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. W ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE l q. DO NOT SCALE DRANIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. PLYWOOD WORD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, II. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRESSURE TREATED CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL GAPAGITIE5 OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) 50. FT. DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D � REQUIRED -I--� _ II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, ° AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EXIST. EXISTING Ri RISER ( , PERMISSION FROM THE ARCHITECT. APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. __ `./ 13. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM rn 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS � � I Q) I I RESPONSIBLE FOR DESIGN INTENT ONLY. UNSUPPORTED EDGE 5EAM5 OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF11 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. EXCEED 6'-O" AND AT EVERY 6'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FAR FLOOR AREA RATIO BTL. STEEL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. OF 40°F AND FALLING,UNLESS APPROVED BY ARGHI7EGT/ENGINEER. NO _ � 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL CONCRETE SHALL BE PLACED ON FROZEN SURFACES. TIMES. AT THE COMPLETION OF WORK, THE 5 REA50NABNTRACTOR SHALL REMOVE ALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE F.A.V. FRESH AIR VENT S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51N6 PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY -------- - + BROOM GLEAN. WOOD TRU55ES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF _ FINISHED FLOOR TBD TO BE DETERMINED 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ` 15. THE CONTRACTOR SHALL CARRY NORKNIAN'5 COMPENSATION AND GENERAL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I6. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. �[FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS v LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. AND ORDINANCES. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK Iq. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BEA --- -- I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF I6. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 636 SPECIFICATION FOR GYPSUM MIN. 10" DEEP PROJECTING b ON EACH 510E OF THE FOUNDATION WALL. ___ _... - _ THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER PROVIDE TWO #4 DEFORMED BARS CONTINUOUS I THE FOOTING. ALL 4" THICK V J COMPLETION OF PROJECT. FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM 637 SPECIFICATION FOR GYPSUM LATH, OR ASTM G7q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD SPECIFICATION FOR GYPSUM SHEATHING BOARD. - -- �� 1-I. THE CONTRACTOR SHALL INDEMNIFY ANG' HOLD HARMLESS THE OWNER, lei. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL ­ n n 1 ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" - -- --._ a) A6AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP 8 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF 20. "P.T.' SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. - -- THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ACCORDANCE w/AWPA 622;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. FOOTING 1 VERT. VERTICAL TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.6 STRUCTURAL PANELS: --_-- IS ATTRIBUTABLE T BODILY INJURY, SICKNESS, DISEASE HE DEATH HE TO METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. 11 GYPSUM BOARD V.I.F. VERIFY IN FIELD :�i INJURY TO OR DESTRUCTION OF TAN618LE PROPERTY (OTHER THAN THE WORK SITE WORK ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN W/ WITH WHOLE OR IN PART BY ANY NEGLIGENT ACTOR OM15SION OF THE MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 2, VERIFY ALL GIVEN DATA ON DRANIN65. IF THERE 15 A DISCREPANCY, CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. HDR HEADER1 WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE AGT5 ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. HNOR J HANGER ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRUSS J015T MGMILLIAN I.qE MIGROLAM SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING B. GEORGIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), KAFERBOARD ORIENTED-STRAND - OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, A. TRUSS J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE __ --_ - --- APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. G /� ¢ AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I N✓ULA71 ON $ FENESTRATION REQUIREMENTS AUTHORIZATION OF THE ARCHITECT/ENGINEER. 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, lei. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL APPLICATIONS SHALL CONFORM TO ANSI A206.1 AND ANY PROPOSED DESIGN CODE PRESCRIPTIVE VA CODE EVALUATION REPORT. LUE NEEDED,UNLESS OTHERWISE SPECIFIED. ALL. DIMEN51ONS AND CONDITIONS REQUIREMENTS H SET FORTH IN THE MANUFACTURER'S CODE 6LA55 WINDOWS AND DOORS COMPONENT VALUE CITATION (PER 2020 NYSECGG) i COMPLIES PERTAINING ARE TO BE FIELD VERIFIED. 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. I. ALL 6LA55 TO BE INSULATED LCw-E,UNLE55 OTHERWISE SPECIFIED. 20. CONTRACTOR TO REMOVE d RELOCATE, AS REQUIRED ALL EXISTING WORK NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER U-VALUE = 0.25 MAX.U-VALUE - 0.32 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA A1114.1 CELLULOSIC, CLEARANCES ARE PROVIDED. FENESTRATION u-VALUE AIR LEAKAGE - 0.50 CFM/SF MAX.AIR LEAKAGE = 0.30 CFM/5F YES EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G2O8 STANDARD SPECIFICATION FOR PER R4o2.4.3 4t TABLE R4o2.1.4-CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S IN DIAMETER F ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED SPEC,IFI CATIONS, UNLESS NOTED OTHERWISE. MIN.R.-VALUE = 4a HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOE5. WITHIN I6" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, GEILIN6 R-VALUE R-4q BATT INSULATION PER TABLE R402.12 -CLIMATE ZONE 4 �� 22. PROVIDE FIR.EBLOGKIN6 AS PER NEW YORK ACCE551BILITY STANDARDS. 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN UNLESS OTHERWISE NOTED. _ 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. EXTERIOR(2"xb")WOOD MIN.R-VALUE = 20(CAVITY) 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH FRAME WALL R-VALUE �R-21 BATT INSULATION PER TABLE R402.I2 -CLIMATE ZONE 4 YES UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARCHITECTURAL WORKS THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE C70VERNINO BUILDING CODE, AND ANY ADDITIONAL MANUFACTURERS SPECIFICATIONS. -] IF COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION MIN R-VALUE = Iq OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. REPORTS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE [FLOOR R-VALUE R-30 BATT INSULATION PER TABLE R402.12 -CLIMATE ZONE 4 `' NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. ENERGY CONSERVATION CONSTRUCTION CODE. ] J .. . �� - YE � 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL COMPLIANCE STATEMENT: GORES AND REFERENCE STANDARD: 25. FOR NEW HALLS, A PERFORATED SHEARNALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M :2.2.1. 6. PROVIDE FLA5HIN6 PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 NOTES, AND TABLES ON PAGE 0-003 8 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY HITH AN51/ASME B 15.2.1 SQUARE AND U NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). -7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL STATE ENERGY CONSERVATION CONSTRUCTION CODE. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 50REEN5 AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. SCHEDULE). HOLDONN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAG SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 6. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. &LASS 2 SHEARNALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS Q MANU. SPEG.'s). A5ME BI6.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2016 WOOD FRAME HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND/FLOOR PLANSSHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. U . . CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES (AFdPA) AMERICAN WOOD COUNCIL (AWG). 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN q• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR TO SU8 WITH WOOD POSTING TO BE BLOCKED SOLID TO FOUND. HALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OFF TTH E HE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH - PLUMBING CODE. TREATED WOOD # FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 6OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS , THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE NALL w/STEEL SHIMS 8 A MIN. 3/4' OF NON-SHRINK &ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. SECURE /(2) I/2" � ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE wROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS H MECHANICAL CODE AND 2020 NEW YORK 5TATE FUEL OAS CODE. EXIST. HALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND REQUIREMENTS. P05TIN6 0 G.M.U. WALL SEE PLAN FOR REOUIRED REINFORGIN6 (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653,STRUCTURAL QUALITY, 0 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAL ELECTRIC HIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TABLE R501.7 CODE, NFPA-70 AND 2020 NEW YORK 5TAT-E ENERGY CONSERVATION HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY TEMPERED &LASS. CLIMATIC, $ GEOGRAPHIC DESIGN CRITERIA PROJECT: CONSTRUCTION CODE. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIR.EMENT5 AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS STANDARD SHEARNALL HARDWARE (w/NOTED VALUES) B ANCHOR BOLTS, CODE EVALUATION REPORTS. 11. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM HINDSORNE DEBRIS. GENERAL WIND PROTECTION FHURRICANE CONNECTION NOTES: U.O.N. HITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG GLAZED OPENING PROTECTION SHALL MEET THE REQUIR.EMENT5 OF THE LARGE - GROUND SNOW LOAD 25 LBS ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL w/6" RI5E $ w/(2) 3/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F ILS, STANDARD MISSILE TEST OF ASTM Elggb AND ASTM EI686 AS MODIFIED BY 2020 NYS BG ALLOWABLE B LETSAS CONSTRUCTION;SSTD 10-qq AND 2016 SBC, HIGH HIND EDITION HOOD FRAME SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES, AND STAPLES. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH SET 6" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE G-003. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET CONSTRUCTION DEFLECTION I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR RESIDENCE FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. GYPSUM WALL BOARD SHALL MEET THE REQUIREMENTS OF THE &OVERNIN6 BUILDING CODE ANSI/DASMA 115. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE AS AN ALTERNATIVE TO NOTE #II ABOVEL/180 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT COMPOUND METHOD. MANUFACTURER'S CODE EVALUATION REPORTS. 12. , WOOD STRUCTURAL PANELS WITH W/ NO FINISHED CEILING ATTACHED TO RAFTERS INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF ISG SHALL A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 6' SHALL SEISMIC DESIGN CATEGORY B BE USED IN ACCORDANCE WITH MANUFA,'-TURER'5 RECOMMENDATIONS. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6,UNLE55 2.2.77. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 16.6.1 BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR HALLS d PARTITIONS H/160 OTHERWISE NOTED. WATER RESISTANT(N.R) AT BATHROOMS AND WHERE WOODSGRENS (INCH SERIES). ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE WEATHERING SEVERE 905 WILLOW DRIVE 3. METAL PLATES, CONNECTORS, SCREWS,]BOLTS AND NAILS EXPOSED DEEMED APPLICABLE. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE FLOORS 8 PLASTERED GEILIN65 L/360 FROST LINE DEPTH 3'-O" EAST MARION, N.Y. 11939 AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 3. 5/6", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 4. WHERE WINDOWS AND DOORS INTERRUPT" WOOD STRUCTURAL PANEL IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING MECHANICAL CONNECTIONS: ON THE BUILDING. TERMITE MODERATE TO HEAVY SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL DRAWING_ TITLE: PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS CONCRETE PANELS OF 5/6" THICKNESS MINIMUM. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE EXTERIOR NALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES AND AT LEAST ONE STUD AT EACH SIDE: OF OPENING. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING - GENERAL NOTES 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, HASTE, AND VENT (DNV) EXTERIOR WALLS - WIND LOADS IN/ BRITTLE FINISHES L/240 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. ENERGY TABLE RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. BY "SIMPSON" MANUFACTURER. EXTERIOR WALLS - HIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. RAFTERS. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 11 ALL OPENINGS. INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GHANGE5 IN DIRECTION 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER SEARING. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL WASTE PIPES. ---- b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON"7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 4. USE 4" CAST IRON THROUGH FOUVDATION WALL AND PITCHED AT I/6" PER STRUCTURAL DESIGN LOADS PAGE: I6' WITHIN 4' OF EXTERIOR CORNERS. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED FOOT. 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED ELECTRICAL: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - V15H WASHER.........................................2" USE �� LIVE LOAD DEAD LOADG-OO2mOO OF J" AND 3"x3'x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE TO 2017 NATIONAL ELECTRIC CODE, NFPA 7 K 2 0 AND 2020 NEW YORK STATE - KITCHEN SIN ........................................ " __ - __- PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ENERGY CONSERVATION CONSTRUCTION CODE. 6. ALL FA5TENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - LAVATORY...............................................2" EXTERIOR BALCONIES 40 sf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - SHOWER/TUB..........................................2" P P 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON - TOILET........................................................3" FOUNDATIONS. ANCHOR BOLTS SHALL N LOCATED WITHIN 12' OR CORNERS COMPLETION OF WORK. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY LAUNDRY .................................................2" DECKS 40 sf IS psf AND AT SPACING NOT EXCEEDING 4' ON CENTER. p p ARCHITECT - FLOOR DRAIN..........................................3" 2 OF 19 ASPHALT ROOFING SHINGLES 3. SMOKE DETECTORS, IN CONFORMANCE HITH NEPA 72: DATE: 04 03 23 PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-6LA55-A ASPHALT ROOFING - GENERALLY,VERIFY OR PROVIDE HARD WIRED 6. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM b. ALL SYSTEMS TO HAVE ONE 3"MAIN VENT STACK AND INCREASED TO 4" 1. ALL L OR APPROVED EQUAL. SMOKE DETECTORS w/BATTERY BACK-UP IN: HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED THROUGH ROOF. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42"9 10 psf 15 psf 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE A. EACH SLEEPING ROOM 7. PROVIDE FROST-PROOF H05E BIBS HITH EASILY ACCESSIBLE DRAIN $ NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE DRAIN COCK5 AS REQ'D. HOSE BIB5 SHALL BE PROVIDED WITH BACKFLOW ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 sf AND WATER BARRIER FROM EDGE OF EAVE`. TO 24" INSIDE EXTERIOR WALL B. OUTSIDE OF EACH SEPARATE SLEEPING PROTECTION. p p �"" LINE. 24" FROM ALL VALLEYS, AND ROOF` FLASHING CONDITIONS. AREA IN THE IMMEDIATE VICINITY OF RFD A&C THE BEDROOMS (GENERALLY THE HALLWAY) INSULATION 6. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf � M y`�Y/� 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTECTION. 0 _ d, o- CONSTRUCTION. G. EVERY LEVEL OF DWELLING f j o- CONSTRUCTION. BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf �[/ .r s � (BASMENT, FIRST FLOOR, $ SECOND FLOOR,ETC) FOIL TO BE PLACED TOWARD HARM SIDE. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL Q, /� rIN, t n�<< 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S HEALTH DEPARTMENT STANDARDS AND R.EGULATION5. . st O SPECIFICATIONS. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION STAIRS 40 psf 15 psf a t `!' c, P p *. ��= ,, Tk MEGHANIGAL, FUEL OAS: HALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR l j._� ,`I! 5. NAILING OF ROOFING SHALL BE TO CODE:. GONTRAGTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBING. GUARDRAILS AND HANDRAILS 200 psf 15 sf �-C 1, t �'�., -k I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE FOUNDATION WATERPROOFING. p P N� ergs_ . �, 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE NYS MECHANICAL CODE AND FUEL OAS CODE 11. NOTGHIN6 AND BORING OF STUDS, JOISTS, RAFTERS A5 PER BUILDING CODE. 'y►T Q,3q� yO PERMITTED 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 12 psf FOR ATTIC F �P9 - q" R-30 FOR FLAT GEILIN65 NOR ANY POTENTIAL DAMAGE THEREOF. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. OF N� 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR - 5.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS 2:12 PITCHES TO 4:12 PITCHES - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 6. ASPHALT SHINGLES SHALL 8E TESTED TO DETERMINE THE RESISTANCE OF - 5.25" R-21 FOR FLOORS ASCE-7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) THE SEALANT TO UPLIFT FORGES USING ASTM D 6361. ®L=D®J�1N DETAILS TY�I SAL. NA I Ls I NO/STRAPP INO REOU I REi�ENTS FOR FASTENING SCHEDULE A Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER Uf=La I FT/ SHEAR, I$ LATERAL W I ND RES I STA ` (f E NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p SUBSTITUTIONS MAY BE y4ADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) W "ALL STRAPPING TO BE Iy4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - 0520 ((OILED STRAP) J ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE � *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE A5 PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q _ N HOLDOWN ',A' HOLDOWN TY DESCRIPTION FASTENER SPEC. FASTENER C 0) CONNECTION A NA L_ I NC G R I D AND QUANTITY SPACING 0 FOR EXIST. � 0) Irl- FOUNDATIONS ROOF I$ GEILINO FRAMINO >- 0 I.DIM's ARE ALL MIN.We BASED ON USE OF ONLY A Ibd L NDWALL ENDWALL ' COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER o C (0 r- (3) 2X FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2" 2. WOOD 15 ASSUMED TO BE VF,#2 a BTR. IN DRY USE .v "N HEIGHT STUD HEIGHT STUD ONNEGTED TORR• 2., iv SERVICE x CORNER STUD TRANSFER SHEAR CONNECTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 5-003 PER JOIST >1U ONNEGTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C (� TRANSFER SHEAR "51MPSON" HDQS I 3 8 SIE \n (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP m e— HOLDOWN ANCHOR ® 2-16d COMMON FOR STRAP - d COMMON . HOLES,SET NEW MEMBER. _c 0 2-16d COMMON NAILS a EA. END OF STRAP. • • • ++ N +' NAILS ® 6" O.G. $ LOCATIONS NOTED NAILS ® 6" O.G. 3 / • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED ON PLANS CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL) 9-Ibd COMMON EACH LAP C O O" O.G. IF BLOCKED 10" O.G. IF BLOCKED •� / CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH G.J. c G.TIES 2" • • 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO Q r G O CORNER POST ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 90" ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE USE 4 8 d COMMON NAILS __fj HOLDOWN ANCHOR® ® &RAPHIG BELOW) "SIMPSON" HDQS b.DIMEN51ONS ARE DERIVED FROM THE NDS COMMENTARY EA. END OF STRAP FOR ROOF SECTION 12.4-PLACEMENT OF NAILS d SPIKES s TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED a a SLOPES OF 5:12 AND GREATER. cR 4-I. ON PLANS " RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END CONNECTION BI I$ B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: CONNECTION: B2 - -- 1 (� � FOR NEW P. GONG. FOUNO.'s / FOR STRAP - 3 B d COMMON NAILS ® TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON PER FOOT ry-� HOLOOWN CAST IN PLACE w/-1/a"0 THREADED ROD �i ` EA. END OF STRAF: . (tet/) W WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. 510E FOR EXIST. P. GONG. OR NEWLY CURSED FOUNI225 . • NOT=E I • THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY -----I BI MAX. NAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT SIMPSON # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) 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) •E SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN COINNECTION • FOR G.J. TO R.R. - G1 16 d COMMON NAILS w/-1/9>"cP THREADED ROD REQUIREMENTS FOR -^-- _ ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-Ibd COMMON 12 PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW -__-- 11 HOLDOWN 'C' HOLDOWN 'D' _ _16_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING ° r n _ V J FOR NEW d EXIST. FOUNDATIONS � FOR NEWLY POURED GONNEGTI ON 01 1$ 02 � JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-95d COMMON PER JOIST FOUNDATION ® ONE STORY ONLY (3) 2x FULL ENDKALL BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END HEIGHT STUD CORNER STUD ONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (3) 2x FULL . ° BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD G2 TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. Q TOP PLATE (TOE-NAIL) ° ON PLANS lo" O.G. IF BLOCKED G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER P05T NAILS ® EA. END OF STRAP ° FOR EA. PLATE TO STUD ABOVE 8 OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST 2-I6d GM N -' - —� ( BELOW - 2 I(�d COMMON NAILS NAILS ® ' O. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST — BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT • ROOF SHEATH I NO a d STRUCTURAL PANELS: SOLID INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD a "SIMPSON" STFP14R.J CONNECTION DI I$ D2 61-0KIN& PERIMETER EDGE ZONE ° ad COMMON b" EDGE /6" FIELD HOLDOWN INSTALLATION OPTIONS: m EA.BAY GABLE ENDWALL RAKE OR RAKE T•RU55 w/ ad COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO 9" RAKE OVERHANG�.—•~"`• . FOR EXIST. P. GONG. OR NEWLY OUR HOEDOWN CAST IN PLACE w/1/8"� THREADED ROD •-''•�~ � � AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO SE=D FOUND.'s • 1/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO / PLATES) CONNECTION: D2 I - - CONCRETE w/ "SIMPSON" SET(HIShI STRENGTH EPDXY 1/2" MIN. GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD ADHESIVE), d FOR TEMP.'s 0°F-40°F USE "SIMPSON" AT CORNER ° FOR STRAP - ✓ 8 d COMMON NAILS a EA. _ (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 I SPECIFIED REBAR D( • END OF STRAP (WRAP STRAP UNDER SILL PL) WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOG1<1 TYP. FOUND. NOTE FOR EA. PLATE TO STUD ABOVE b OR BELOW - FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN ° ° I� STRUCTURAL PANELS ad COMMON �� N/7/5"O THREADED ROD —2 _i6_ d COMMON NAILS 6 EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR STRAP w/0) bdaEQUAL) ® PLATFORM TO SILL PLATES OF NAILS R EA.END NA I L_ I NO/STRAFE I NO @ W I NDON/DOOR HEADER STANDARD/ALTERNATE EA. 1015T�A(FOR FLOOR SHEATHING SUBFLOOR 2 ALTERNATE USE 0 SIMPSON H23A) U NOTATION: A - NUMBER OF ad NAILS ® EA. END OF STRAPPING(2016 WFGM,TABLE 3.7,P. 1959) CONNECTION E STRUCTURAL PANELS: - NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.23$,P. 291) .--� -� I" or LESS: 10 COMMON 6" EDGE 12" FIELD / B w GREATER THAN I": d COMMON 6" EDGE / 12" FIELD � G - NUMBER OF FULL HEIGHT KIN&STUDS® EA.SIDE OF HEADER(20195 WFGM,TABLE 3.230,P. 292; • • ALTERNATE AS PER TABLE 5.250,P. 293) • D - NUMBER OF Ibd NAILS,END-NAILED THROUSH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THEPANEL EDGE. w A D (201& WOM,TABLE 3.1,P. lag) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. 0 E - NUMBER OF JACK STUDS® EA. END OF HEADER(2015 WFGM, TABLE 3.22F,P. 255) PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER ( F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE a a " a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.5,P. 191) " a a ,a o " SLAB ON GRADE APPLICATION: 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: a e e o a - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E " FOR STRAP - 5 8 d COMMON NAILS 6 EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16D NAIL PER FOOT. % END OF STRAP (WRAP STRAP UNDER SILL PL.) s - FOR ROOF 5HEATHING WITHIN 4' 0F THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B a, a ^ a a $e a USED.OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE B L ETSAS F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS a FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - RESIDENCE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) _2_ _1(0_ d COMMON NAILS A NOTATION SIGNAGE FOR TRUSS TYPE, PRE—ENGINEERED ROUGH A B G D E F WOOD, AND/OR TIMBER CONSTRUCTION OPNG THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 905 WILLOW DRIVE 2 1 1 1 I I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE EAST MARION N.Y. 11939 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4 1 2 2 2 2 SPLI I N/- TO �� l\ T GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE �/ f'� AUTHORITY HAVING JURISDICTION: * - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. b'-0" 5 I 3 3 3 3 BRACING/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"x95" (MIN) TOP PLATE - BLOCKING FOR RAKES 12"OR 2 0 DOWN, ANCHOR BOLT, LESSVIE 7 2 5 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOGKN&O 1�2*ODG. CONSTRUCTION TYPE DESIGNATION SHALL LEN5TH FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES Br1:G - 4'-0" O.G. TO AGHEIVE RAKE O.H. BE ► , I I , "Ill", "IV", OR V TO INDICATE STRAPPING, & NAILING DETAILS -- ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE -- THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLIGE'�2,54 BUILD'NG MINIMUM 5PLIGE"" THE NYS BG. - DIMENSION (FT) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP.STRAP w/(3) PAGE: 8d NAILS EA. END DESIGNATION FOR STRUCTURAL OF EA.STRAP b" DIAMETER 01 COMPONENTS THAT ARE OF TRUSS TYPE, I6'-O" 3'-0"/3'-9" I6'-O" 4'-0" ATTIC, PRE-ENGINEERED WOOD, OR TIMBER 003mOO CONSTRUCTION AS FOLLOWS: ANCsHOR B®L.T 5FEG I F I CATI ONS M - "F" = FLOOR FRAMING, INCLUDING 20'-0" 4'-o"/s'-o" 20'-0" 5'-0" GIRDERS 4 BEAMS SPECIFICATION (20195 WFGM TABLES 3.2A $ 3.2B, P. 157-160) BLOBACK CKING 2 BAYS - "R" = ROOF FRAMING - CORNER gq" 24'-O" 4'-O"/5'-O" 24'-O" 6'-O" ® 4'-0° o.c. - "FR" = FLOOR 4 ROOF FRAMING DATE: 04/03/23 3 OF 19 CONDITION I I FOR ALL STRUCTURES: 5/B"0 ANCHOR BOLTS 0 3Q" O.G. 295'-O" 5''O;'/6;-3" 32'-O" b-O /7-6 32'-0" 8'-O" SECOND FLOOR N i - - Lu s 36'-0" 9'-0" NOTES: I.TABULATED SPLICE LEN&THS ASSUME TOP PLATE-TO-TOP PLATE I �FtED AC�/ CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACIN&SHALL BE REDUCED IN ORDER TO 40'-0" b'-0"/10'-0" 40'-0" 11'-0' 1. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOOKIN6 2 BAYS END w/ 3" SQUARE WASHER5 AND END NUT SETUP; BACK® 4'-0" O.C. 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-0" 10'-O"/12'-6" 50'-O" 13'-O" TYP.STRAP w/(5J < -a s '' ;�� CONDITION IN EXPOSURE B ' I TOP TWO COURSES SOLID ad NAILS EA. END STROKE 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-0"/15'-0" 60'-0" I6'-0" OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 101-01114'-0" 70 O' 19-O FIRST FLOOR PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR t' y�. 0374 � Q 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): So'-o" I b-o' aoI-0' :2:2--0" F N FROM ENDS AND CORNERS (TWO a CORNERS) 9'WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) 10'WALL- 1.25 BLOCKING 2 BAYS RED PANTONE WHITE 11'WALL- 1.3'15 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. ##Ig 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 15 FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS GONTI NUOUS BUILT-UF C I RDERS 5 OR MORE SUF'F'ORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REQ'D FOR FRAMER TO HAVE A - REBLOCK NC FOR F=LATFORM J�OOD FRAM I NCS a WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'s FOR ADDITIONAL INFO.) 0 AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: (11,1 a 1/4 OF A WHEN GIRDERS MADE UP OF J015T5 NAILED CONNECTION DESCRIPTION TOGETHER SIDE BY SID= ARE CONTINUOUS OVER W BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPOZTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES J MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"O.C. P THE SPAN LENGTH FROM AN INTERMEDIATE .�., N 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q _ STUD O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. Ln STUDS B (5)ROWS IOd NAILS a 12' SUSFLOOR _-____..___________--_-_ P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 0 (2)ROWS I/2' a BOLTS a 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE /SUBFLOOR G DBL.a ENDS PLATE SERVE AS FIRESTOPPING. SOLE PLATE \ __-_----- _ -__--__ TWO-PIECE BUILT UP GIRDER P MAX.32" NAILING: SOLE PLATE ROWS 1/2" m BOLTS a Ib•O.G. TWJ T_TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE :F, O) �. OI m BOLTS a 24"O.G. SIDE WITH IOd NAILS, T1110T_ z 10 NEAR EACH END OF OIST SERVES A5 FIRESTOPPIN6. L E (2)ROWS I/2' 00- BETWEEN 1/6 EACH PIECE, OTHERS 57AOOER.ED WITH A DISTANCE - g 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WQ 1--OOD BLOCKING o •- CD T_ F (2)ROWS 5-5/5'TRU5SLOCK SCREWS a 12"O.G. d 1/4 OF A OF 16 INCHES BETWEEN VAIL5 IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. 0 N SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH :2 x U G (2)ROWS 5-5/b"TRUSSLOGK SCREWS o IV'O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE 50LEC O :3 (0 SCREWED ON(I)SIDE OF MEMBER JOIST, OTHERS STAOSEZED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O 0 Im -N H (2)ROWS 5315"TRUSSLOCK SCREWS a 24.O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. _ _ JOISTS SERVE AS FIRESTOPPIN6. _r_ 0 In JOIST SCREWED ON(1)SIDE OF MEMBER -- THREE-PIECE i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND -1-+ N 0 MAXIMUM OFFSET N J (2)ROWS 5"TRUSSLOGK SCREWS a 12.O.G. I BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS AR.E TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS JOIST DEPTH,d 5CREWED ON BOTH SDE OF MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. Q 1 0- :2 0 MATCHED SIZE OF BLOGKiNG (2)Rotas s"TRUSSLOCK SCREWS a Ib•O.G. 4- UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K PIECE, INCLUDIN6 INTERMIDIATE JOINTS, AND w/ THE ) jI SCREWED ON BOTH SIDE OF MEMBER PARTITIONS ® 52" O.G. BLOCKIN STUDTHERS STAGGERED W A DISTANCE OF NOT MORE 5 15. THE HEADER SERVES AS FIRE-5TOPPIN6. SCREWED ON BOTH SIDE OF MMEMBER4"O.C.OGaB I�OF Ab THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. - DOUBLE PLATE L 9. TWO-INCH WOOD BLOGKIN6 OR THE EQUIVALENT SHALL _ BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO (E I L I NG BRACING NG OTE' P FOUR-PIECE SIDERS ARE TO BE A55EMLED A5 5TRIN&ER TO SERVE AS FIRESTOPPIN6. CANTILEVERED I-LOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL U5E CONNECTION PATTERN'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR E CONNECTION PATTERN'B'WHEN 10"OR LARGER p FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH ° - TUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORINS: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FAS7ENER5 I/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH U SUBFLOOR SOLE PLATE 2"x4" CONTINUOUS CABLE END P FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 W LATERAL BRACE a b'o.G. TRUSS . L-LJ BAND BOLTED TO STEEL COLUMNSAND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST T 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 ' PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON -LOCATIONS REQUIUNG FIRESTOPPIN - NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE 10)8d AILIV - FATTERS FOR SIDE LOADED SEAMS (Io . FLUSH SEAMS) AS FIRE5TOPPIN6. NAILS FIRE- F1�_ WOOD FIRESTOPPIN6 FIRESTOPPING STOPPING STOPPING FIRE- FIRE- SOLE FASTENING R.ECOMMENDATION5 FOR 51DE-LOADED, STOPPING 5TOPPING (`/] MULTIPLE-PIECE MEMBERS JOIST • 5d COOLER NAILS a 10"O.G. NAILED' BOLTED' �- i u IN \ 2"x4"BLOCK NAILED TO EA.BRACE 2 ROVE Ibd 5 Rows Ibd 2 ROW514 2 ROHSY2" 2 ROWSX�' VERTICAL BLOCKING FIRESTOPPING WHEN BOLTS BOLTS COVERING 15 APPLIED ° w/(4) IOd NAILS COMMON COMMON eoLrs•2a• To UNDERSIDE of STUD GYPSUM BOARD 20 go.STRAP _0 12•o.c.• 012 oc• oG.srAesErs�' a 12•oG. a b•oc -- TWO ROWS 12"O.C. THREE Rous 12•O.C. LOCATION I LOCATION 2 LOCATION 3 JOISTS DOUBLE PLATE *5d COOLER NAILS a 10"O.G. (10)5d NAIL BEAM SELECTION w/ 5TD. NAILING LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL 5 AS NOTED IN NOTES -1 8 0 0 0 " " 0 0 " 5 ALTERNATE NDNcoMBusneLE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING OF 61TION OVER STUDS,UNLESS TOP PLATE 15 4"a EDGE/12" ULD a FIELD FULLY BLOCKED `SLE I.TOP AND BOTTOM ROWS SHOBE 2'FROM E06E5 WOOD FIRESTOPPIN6 RDER DESIGNED TO CARRY THE LOAD SCREW5 eb - IV TYPE WOR 5 FIRESTOPPIN6 LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS 6"O.C. FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER USE wAS1 ERWT.UNDER HEAD AND T• O O O O O O O O O O OVERLAID ROOF 5.STA66M EACH ROW OF FASTENERS BY 12'. 0 0 III; 0 0 0 0 0 0 0 -� 2•SPACE NOT ATTACHMENT @ VALLEY 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED ED NAILING 15 FROM EACH SIDE. ! - TO BE FI \ ® NONGOMBU'rIBLE FlRESTOPPIN6 �' FIRE57OPPIN6 I'III! �� APPROX.I INCH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY SE USED WHEN LOADS ARE APPLIED TO �\ RR BOTH SIDE OF THE MEMBER b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4.O.G.NAIL SPACIN6. LOCATION -I \ \ STD.NAILING FOR TOP LOADED MULTIPLE PIECE BEAMS. FIRESTOPPIN6 STRAPPING W/ ?.2 ROWS OF Ibd COMMON NAILS 02'O.CJ FOR DEPTHS 12.OR LESS .\ 4 Abd NAILS LOCATION 8 LOCATION Q a E .END a R.R. b.5 ROWS OF Ibd COMMON NAILS(12"0.0)FOR DEPTHS OF 14-,16'ala•. LOCATION 10 FULL WIDTH 2"A BLOGKI - O ` v CONSTRUCTION DETAILS HIND LOAD PATH GONNEGTION DETAILS TOP PLATEI DRILL 2"m INTO ROOF INTERSECTION DETAIL. DEGKFOR5TRAPPIN& INSTL. NOT TO SCALE _ Ex1sr.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 lod NTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOT'PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R.AS SHOWN KING STUDS- PLAN TUDS PLAN VIEW NOTE: 51MILAR a 'SHED' WOOD JOTS --O WOOD JOI ROOF,R.R. IN LINE GR I PPLE STUD fl BLOCKING _ -0 JOIST HANGER HEADER GENERAL REaU I REMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER WOOD GIRDERWOOD JOIST JACK STUDS fl MAIN MEMBER lu � � � W A T N Q JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMS DIAM.X 5 APPROX. 50° w/THE MAIN MEMBER d STARTED APPROX. Xs THE LENGTH OF THE NAIL FROM THE MEMBER END, BLETSAS I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, 5TRAI6HT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A GO" ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER O 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD O WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE > BOTTOM PLATE f� IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 905 WILLOW DRIVE DOUBLE JOISTS DOUBLE JOIST TOP PLATE EAST MARION, N.Y. 11939 GHIM. CHASE SECURING (9 STD. SIDE WALL DRAWING TITLE: WALL STUD O 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 WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) O PAGE: WALL WIND RESISTANT GONSTRUGT I ON �ONNE�TORS w TDP PLATE ® p-I m N GHIM. CHA5E a z Q v o CONNECTION LOCATION: PART NUMBER: _ NOTES: G-004000 RI DOE-TO-RAFTERS C520 (9 21 it APPLY TO EACH PAIR OF RAFTERS �z Q Q 0-J ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER 4 F 1 a z o DATE: 04/03/23 O g ROOF o o 1 RAFTER-TO-PLATE H,5 or H2.5 APPLY TO EACH RAFTER P G J O A~ z REOV BLOCKIN TO ALIGN w/STRAPPING w a PLATE-TO-WALL STUD G520 18" APPLY TO EACH WALL STUD o EA. LEVEL ABOVE: N 11 ... THE FIRST FL. ®z w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 56 APPLY TO EACH WALL STUD `G �p�ED A>Qcy�� ® KA HEADER-TO-JACK STUD (520 12" o'�� FLOOR/CL6. O _ APPLY TO EACH JACK STUD �w �.� ,% o� CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD li�ric' SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END NA -��, a5 �o IST. FLOOR-UNDER-SILL PLATE (520 WRAP UNDER DOUBLE SILL PLATE FBF Qap 015 SIDE VIEW PLAN VIEW (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWINO OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPAGITY. OE NERAL S I �50L <ENr : : SEE FADE A= 104.00 FOR FLAN SCMEDULES a r _ EXISTING TO BE DEMOLISHED NEPq WOOD FRRAME (L.G. 5TLLij . WHEN APPLICABLE) Lij EXISTING TO REMAIN -J 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL M w STL. WHEN APPLICABLE,) Q '.�_' 0 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V10 El WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lor 0) O POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATEDO Z d" WOOD FRAME (L.G. STL. CO WHEN APPLICABLE) a w N >, o o I FOUNDATION PLAN NOTES O O m - t O :+- u) UNDER-FLOOR AREA VENTS ELECTRICAL PANEL: 4-1 N O 4-+ Oj NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER Ug NEW 200 AMP ELECTRICAL PANEL LOCATION; Q 0 o 0 O 2020 IRC R408; IN5TAIA AS PER MANU. SPEG'5 WITHIN 3'-0" ALL INSTALLATION AS PER NYS ELECTRICAL CODE. ^ ` OF BUILDING CORNERS. PROVIDE WELLS W/GOVER5 AT GRADE BURIED PROPANE TANK: FREEZE PROOF HOSE BIB: O I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK U2 FASTENED w/MASONRY ANCHORS (PRECISE 2.INSTALL AS PER MAU. SPEC.'S LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) 3.INSTALL MIN. 10'-0" FROM DWELLING,SANITARY $ STORM WATER STRUCTURES, 3 BURIED UTILITY LINES;REFER TO WATER METER: SITE PLAN FOR INSTALLATION LOCATION. O I. INSTALL NEW WATER METER IN BASEMENT COMBINATION BOILER 2.SEE ALSO PLUMBING RISER DIAGRAM 10 NEW NAVIEN qOR EQUAL) CONDENSING PROPANE WALL-HUNG `i1'--T" 3.INSTALL AS PER NYS PLUMBING CODE COMBINATION BOILER(OR APPROVED EQUAL). U I. VENT THROUGH WALL. ^^ UDOOR NOTE: I( IY 11 4 2. F.A.I. THROUGH WALL. _ _ _ _ _ _ _ _ _ _ _ _ n l I. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT 3. INSTALL PER MANU. SPEC.'S a O (D ON PLANS BY 'JELD-WEN' (OR EQUAL). - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT WATER HEATER _ _ _ _ _ _ ON PLANS BY 'THERMATRU' (OR EQUAL•). 11 NEW RHEEM PERFORMANCE HIGH DEMAND 100 GAL. / 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPANE WATER HEATER STORAGE TANK(OR APPROVED / / O • PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. EQUAL). 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 1. VENT THROUGH WALL. N 2'-10" WALL5,U.O.N. 2.F.A.I. THROUGH WALL. / / / .0 5. INSTALL AS PER MANU SPEC.'S 3.INSTALL PER MANU. SPEC.'S 6.PROVIDE (2) 2"x10" HDR.,U.O.N. -f. SEE PAGE 0-003 FOR ALL OTHER FRAMING HYDRONIG AIR HANDLER: - - - - - - . . ELEMENTS AROUND DOOR5 (TYP. FOR ALL) U.O.N. 12 1. PROVIDE (2) NEW 5-TON HYDRONIG AIR HANDLER(5) BY "RHEEM" OR APPROVED EQUAL STAIR 4 RAILING NOTE: INDICATEDTONNAGETELY FOR - O 1. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI d MIN. 10" 2 ZONE PROVIDE THERMOSTAT FOR ZONE DSEPAESIGNATION).EAGH / / f{1 QTr - RISERS L BE CLOSED 2. GREATEST R 5FRLHEIGHT N A FLIGHT OF STAIRS SHALL 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT WATER/BOILER COMBO TO NEW COIL. NOT EXCEED THE SMALLEST BY MORE THAN ". 3. HEADROOM IN 5TAIRWAYS SHALL BE: AT LEAST 6'-8"• ENERGY RECOVERY VENTILATOR: 4. STAIRS SHALL HAVE THE FOLLOWING-� CLEAR WIDTHS: 13 I. PROVIDE ERV FOR ENTIRE HOME S.F. / / .• / = D 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. 2. MODEL BY "LENNOX" OR EQUIVALENT; / / '� / / \ • \ I I Vt O 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. INSTALL AS PER MANUF. SPECS 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. 3 a S• 5. HANDRAILS SHALL BE PROVIDED ON! NOT LESS THAN / EGRESS WINDOW WELL: ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR Iq. COMPACTED FILL I - OR MORE RISERS, AND WHERE SHOWN ON PLANS. PROVIDE NEW EGRESS WINDOW WELL b COVER BY 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED "ROCKWELL;ELITE SERIES" 66"W.X 84"H. OR EQUIVALENT. I 14'-O" INSTALL AS PER MAN. SPECS. PROPOSED BURIED 8'' 2'-I 4'-8" - - - i F N15HED FLOOR OR GRADED NHE:E:E SHOWNOONPLANS. WATER SUPPLY LINE I 6 TO POOL HOUSE 1. 42" HIGH GUARDRAIL b SPINDLE SPAGIN6 NOT TO U NEW UN-REINFORCED P. GONG. SLAB � ( � I I - • ALLOW PASSAGE OF A 4 SPHERE:;36" HIGH 15 I. NEW 4' THK. UN-REINFORCED P. GONG. SLAB UPON HANDRAIL 8 SPINDLE SPACING NOT TO ALLOW 2. 6 MIL POLY VAPOR BARRIER UPON • ' I I 4 8. GR�PPABLE RAIL AS PER GORE.SAGE OF A 4" (P SPHERE. 3. 4" (MIN.) GRAVEL BASE A-302 I I I I I _ `fl A-302 I A-401 `r I _6 ( I (I2 Ri ®MINX 8. 5" UP O q. RAILING TO BE WOOD. I I = I Y I � ITr 0 wlN >ON NOTE: O6 1. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN I �, CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). PROPOSED BURIED m I F- INSTALL AS PER MANU. SPEC.'S. ELECTRIC LINE TO - 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; POOL HOUSE I o I o SEE DESIGNATIONS a� WINDOW SCHEDULE. _ =� - - - J I - - - --- - -- - - --- -- - - - - - - - - -`- - - - - - - - - - 001 3.FOR SUBSTITUTIONS,SEE NOTE �i IN "GLASS WINDOWS N 101 AND DOORS" ON PAGE 0-002. �' °moi I ( D I - 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. - I I I -1'-3" "T'-"i" Y "1'-3" UNDER-FLOOR 2 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH I N b.IN GENERAL,TEMP. GL. SHALL BE PROVIDED: VENTILATION b.l. FOR ALL SKYLIGHTS d OPERABLE PANELS OF PROPOSED BURIED I FLOOR 2148 S.F. SWINGING, SLIDING, $ BIFOLD DOORS WATER LINE FROM f AREA 6.2. WITHIN 18" OF F.F. 6.3. WITHIN 24" OF A DOOR WELL _ I % REQ. 5.F. PROV. 6.5. WITHIN TUB/SHOWER ENGLOISURES F A LANDING - - I 15'-6" = VENT 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 -l. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND REQ'D 14.3 S.F. 24.0 S.F. WINDOWS(TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM PROPOSED GONG. - (2) 2"xi0" HEADER U.O.N. SLAB FOR AG p 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER UNITS NY5 8312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS LESS THAN 24" ABOVE F.F.,THAT ARE` MORE THAN -f2" ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. ! \ \ d ' Z � � •• •� 8'-I" 7'-q" ..' I n w EGRESS NOTE: \ g IN COMPLIANCE WITH NEW YORK STATE BUILDING _ _ CODE,SECTION 83102.1;THE FOLLOWING MEANS OF °• \ _ 12 I .. O EGRESS SHALL BE FOLLOWED: \ \ ` I o I I o I o I I o I o I O NET CLEAR OPENING........... 5.'1 S.F. \ \' L - J L - J L J L - J L J L _ J w NET CLEAR HEIGHT............... 24" MINIMUM \ \ n NET CLEAR WIDTH................. 20" MINIMUM O NEW MEGH. AREA: \ ''; \ \ A-aol ed 1. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'S \ (15) RI AX 8 5" I Q 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL, \ PROPOSED GONG. \ (14) Tr ® III. l0" 0 UNITS AS PER NYS MG 306.1 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES \ \SLAB FOR REQUIRED PER NYS MG 804. \ . • GENERATOR \ \ 4 O 6 O PROJECT: TYPICAL MECHANICAL AREA NOTE55_ IkEILU�l POSED ,�o` m 1. FOR WD. FR. FLOOR - PROVIDE 1/2" CONC. $D. BY \ \ "DUROGK" (OR EQUAL) \\ \ �i ECTRIC LINE ' BLETSAS 2. FOR WD. FR. WALLS - PROVIDE (U LAYER OF 5/8" \ '"\ \ 5 v_ TYPE "X" GYP. BD. UL U305 (OMIT ON GONG. WALLS) \ \ \ \ 8 I RESIDENCE 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 15 \ \ GARAGE SLAB \ \ SPEG.'s AND AS PER NYS MECH. AND FUEL GAS CODE 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT \IT CONFORMS TO NY5 MEGH. AND FUEL GAS CODE5 FRE AIR ICOMB. AIR NTAKE FROM EXTERIORAS PEP, MANU. FEG.'s - PROVIDE \ ' \ \ UP 3, _ 905 WILLOW DRIVE 6. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL m EAST MARION, N.Y. 11939 EMERGENCY SHUT OFF SWITCH ` \ ' \ �ry N -7. FOR GAS SERVICE, PROVIDE GAS SHUT OFF SWITCH O \ ; \ \ m I \ 14 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER \ \ CLEARANCES AS PER CODE \ \ -- - - - - -- - - - J - H \ q. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT d \ \ e''°�'2 o DRAWING TITLE: CONNECT TO SANITARY SYSTEM AS PER NYS L - J I • '- �- - n - - - - - - \°\ PLUMBING GORE PROPOSED FOUNDATION PLAN 10.APPLIANCES ATURAL DRAFT VENTING I SYSTEM NED THROUGH COMPLYY KON ITH ALL SECTIONS OF 2020 NYS RG 6242T \• \ \ \ PAGE: ^' -- Ti \ :\ / A-101m00 COMPACTED FILL A-401 �- - - - - -� I �' DATE: 04/03/23 5 OF 19 PROPOSED BURIED P� - - - - PROPANE LINE - - - - - - O PROPOSED - SEPTIC RED LINE KSS �C N 0 m� ?� ;9 � (P a/ D - .-Ir , o � 9�fivy45 FN FROPOSED FOUNDATION PLAN 50ALE: 1/4" = 1'-0" G;7EI ` ERAL 5*%rI " IBOL KI : I I a- SEE FAOE A- 104 .00 FOR PLAN � S�HEDULES a _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 WWOOD FRAME (L.G. STL. W EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L-6. NEW FOUNDATION WALL 04J STL. WHEN APPLICABLE) QLo NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Z3 1 p WOOD FRAME (L.G. 5TI-. ❑X POST FOR 4" WALLS Y' WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL p POST FOR (9" WALLS), U.O.N. NEW 2-HR FIRE RATED L- WOOD FRAME (L.G. 5TI_. Z WHEN APPLICABLE) �' N >, � O � I FLOOR PLAN NOTES p p m -W , DOOR NOTE: A/C CONDENSERS: +' N ♦' Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. PROVIDE (2) NEW 5-TON A/C CONDENSERS BY "RHEEM" ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL. Q v- d. :2 O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ON PLANS BY 'THERMATRU' (OR EQUAL). ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DE5I0NATION5 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING WALLS,U.O.N. SUFFICIENT TO ACCOMMODATE GRO55 WEIGHT OF 64'-3" 5. INSTALL AS PER MANU SPEG.'s CONDENSER. b.PROVIDE (2) 2"xIO" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS 1. SEE PAGE 0-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST 3' FROM WINDOWS/OOORS 20'-b" - ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. ' ` OSTAIR $ RAILING NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE m g V 2 I. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4" RI 4 MIN. 10" 10 VENTILATION 15 NOT MET BY MEANS OF NATURAL rn Tr - RISERS SHALL BE 01-05E12CIRCULATIONTHROUGH WINDOW5 OR DOORS TO W I I I 2. OREATE5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL OUTDOOR SPACES AS PER NYS MECH. CODE SECTION NOT EXCEED THE SMALLEST BY MORE THAN i". 403.3.2.3; INSTALL AS PER MANU. SPECS 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b'-8". ul 4. STAIRS SHALL HAVE THE FOLLOWINO CLEAR WIDTHS: Q 4.1. BETWEEN CLEAR HEIGHT 4 HANRAILS: 36" MIN. II NEW ATTIC ACCESS - PULL DOWN STAIR: D 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 31.5" MIN. I. MIN. 350 # CAPACITY ,��Y ON. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING(MIN. 22"x30") E] 4.3. BELOW HANDRAIL,RAILS ON BOTH SIDES: 21 MIN. �0 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 3.DBL. FRAMING WHEN NEW OPENING 4'-3" b'-O" 4'-5"-' 9'-3J�2" 40'-Sy2" r 1 ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q `f OR MORE RISERS, AND WHERE 5HOY'1N ON PLANS. INSULATION ABOVE w/NO. FR. (OR EQ.) BAFFLE OR 3'-O" 5,-0"-, ON. - b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED RETAINER TO PREVENT INSULATION FROM ENTERING . l WALKING SURFACES LOCATED MORI= THAN 30" ABOVE DWELLING WHEN OPENED, AS PER NYS ECG R402.2.4 10 FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE DN 15 1. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO THERMAL ENVELOPE OF BUILDING). ALLOW PASSAGE OF A 4" 4P SPHERE;36" HIGH 5. INSTALL AS PER MANU. SPEC.'S N ° - I ((� HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. V J PASSAGE OF A 4" 0 SPHERE. m . N to 3, 5. ORIPPABLE RAIL AS PER CODE. NEW PLUMBING FIXTURES: �' .0 q. RAILING TO BE METAL. O BENCH SEATING; _ 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 101 SEE ALSO PLUMBING GENERAL NOTES ON PAGE 0-002. ERT-IN KITCHEN NO COVERED D SMOKE DETECTOR / GO DETECTOR: NOTES: a � PORCH 585 S.F. O 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT NEW FLOOR: SMOKE /CARBON MONOXIDE COMBINATION DETECTORI-L NEW 13 " HARD WIRED TO EACH OTHER w/BA77ERY BACKUP. I. NEK J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); G 4 12" O O.C. . . 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES PERIMETER OF SHEATHING 6" SHALL NOT BE REQUIRED WHERE EXISTING ALARMS INTERIOR. A-302 O = A-302 / 2.NEW FINISHED FLOOR PER H.O. SELECTION ARE NOT INTERCONNECTED, AS PER NYS R314.4. 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND 3.FIRST FLOOR DEN,SECOND FLOOR HALLWAY BALL i m E -gip - - - - - PER GENERAL ELECTRICAL NOTES 014 PAGE 0-002. BEDROOMS � 4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. = ON. (12 Ri ® AX 8. 5" - d HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS NEW TILE FLOOR: N II Tr a M N. I "I. NEW TILE FINISH (H.O. TO SELECT) UPON N I I I i 106 105 104 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. 14 ' 8'-0.. -I 6'-4y2" 5. INSTALL ALL AS PER MANU. SPEG.'s 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON r = b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON N 3 �' I I 8„ GT F IN COMPLIANCE WITH LOCAL CODE 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); `r WINDOW NOTE: ✓GREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. a �t m _ _ O4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN INTERIOR. DW I� - - - - - - 22'-Sy2" 5'-1" - II'-1" 5. ALL COMMON FIRST FLOOR AREAS 8 ALL BATHROOMS CASEMENT, DOUBLE-HUNG,OR GLIOINO (AS NOTED). INSTALL AS PER MANU. SPEC.'S. NEW 6" SEAMLESS GUTTERS 4 DOWNSPOUTS; WHITE b ON. D =N I ( I I I I I I I I O w w CE� m 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 15 ALUMINUM (TYP.) r to z J m SEE DESIGNATIONS 4 WINDOW SCHEDULE. O J 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS N r KITCHEN DINING ROOM ( I I I I Q z AND DOORS" ON PAGE 0-002. PROVIDE RADIANT FLOOR HEATING IN ALL �lll ll111� 540 S.F. p I 1ao S.F. I I I I I v 0 4.ALL CASEMENT WINDOWS TO HAVE STRAIOHT ARM HINGE. Ib BATHROOMS, KITCHEN, DINING AND GREAT ROOM lll llll 5 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH �0 b.IN GENERAL,TEMP. 0L. SHALL BE PROVIDED: _ 14 I � 6.1. FOR ALL 5KYLI0HTS 4 OPERABLE PANELS OF O \,° Oi s I I i I I LINE Ib F SWINOING,SLIDING, 4 BIFOLD DOORS q'-572 OO OO d I I ;t 6.2. WITHIN IS" OF F.F. -- - I - - - - } } - - - + - -_ - - p ,Q BATHROOM i 6.3. WITHIN 24" OF A DOOR Cod - ® - - - - - I I _ I- _ _ - _- -_ - = ' 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING T5 S.F. 6.5. WITHIN TUB/SHOWER ENCLOSURES I I I I I I BEDROOM I (b.b. SEE ALSO GENERAL NOTES ON PAGE 0-002 L q'A" A5 14 - 200 S.F. ul a 1. SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND / IOa TOVE I I I I Ib I I I I I I GREAT ROOM WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM O STORAGE GAUFEREO 315 S.F. (2) 2"x10" HEADER U.O.N. 4'�" I I I I I I CEILING � I I n5�-6- 'y' b.WINDOW FALL PROTECTION SHALL BE: PROVIDED PER 11 S.F. ,�,,II// \ _ NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 15-y2" = N LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 12" �`-W2 6" tu ~��1�1J1ABOVE GRADE OR THE ADJACENT SURFACE AT THE 120I IW/0 3'-OI' ' 2" =ry I I I I „; Z J O I M 4 BUILDING EXTERIOR. L 141-0 Q Z w EGRESS NOTE: 14 - I - - - - - -- - - -- - 3 0 IN COMPLIANCE WITH NEW YORK STATE BUILDING 4 108 ( � - - - - 13'-3" 13'-jY" 8'-5" V CODE, SECTION R310.2.1;THE FOLLOWINO MEANS OF O �` _ - - --. EGRE55 SHALL BE FOLLOWED: 113 2 �' REF. Oi � � rn 6 IIb SM/GO NET CLEAR OFENINO........... 5.1 S.F. m NET CLEAR HEIGHT............... 24" MINIMUM I 3'_O 121 PROVIDE CENTRAL VAGGWM SM/GO lid 6" 111 FT NET CLEAR WIDTH................. 20" MINIMUM /" O O (15) RI is AX 8. 5" ON. THROUGHOUT BASEMENT, TYPICAL BATHROOM NOTE: (14) Tr ® IIN. 10" FIRST 4 SECOND FLOOR - - m I � � Q O 1. WALL BOARD - A-401 I ' S-5" b'_2" O C] MUDROOM PANTRY i% A-4o1 �+ WALK-IN I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 11) I M X. .2 - dJ 220 S.F. 42 S.F. I6) Tr M N. 1 O 2e S.F. Fn "' PROJECT: ALL BATHROOMS r? � 5'-5" b" 8 2 � 10 CLOSET 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND ` _ m 6 1 TUB SURROUNDS O GL 4'-a" 1'-II" to I IIS 14 �' - - 2. SHOWER FLOORS m I6 S.F. - F 0� 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2 GAR GARAGE BLETSAS 2.2. CONCRETE MUD-5ET(SLOPE I/b" PER FOOT 530 S.F. "4'-L4'-, - _ PWDR. RM. ® I �i o P� i TOWARDS DRAIN) UPON � 14 - `� - 30 S.F. - �: RESIDENCE 2.3. WATER PROOF MEMBRANE TO COVER 5HOWER O FLOOR, WRAP DRAIN 4 ATLEA5T IS" UP WALLS II-1�2' III I'-Sy2" FOYER I6 - UI BOOKSHELVE 4 TBA, / ` 360 S.F. NEW LAUNDRY ROOM: � I UP ; 4'-0" 5'-II" � 8't2" � O I. NEW WASH/DRY HOOK UP I \ ` I6'-2y2" - OPEN TO n � � ABOVE ! 114 ttl 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s L \ \ Oi IO I 3`0, �, 905 WILLOW DRIVE w/SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REQ'S PER MANU. y I \ I6'-Sy2° II2 I m E EAST MARION, N.Y" 11939 DRYER EXHAUST NOTE: I \ \ I \ - - - - - ° - - - 13'-b HIGH CEILING ® FOYER - DEN L AL 2005 S.F. DRAWING TITLE: I. DUCT SHALL TERMINATE TO EXTERIOR ` \ 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY I \ \ 165 -� 2'-6" 4'-10" - oUCT SI s \ 3' ' PROPOSED FIRST FLOOR PLAN 3.DUCT SIZE AS PER MANU. I \ \ I A 3'-1y2" 4'-10" 4'-10" 2'-6" DT I OOT =ry A I'-Ij�2" 135° `s'' / 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER - 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN N \ \ I O I ' CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO O I -.0 101 � (V \ O O CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 1 p" "a1 = SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED & FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. \ I 102 11'-10" m �� \ CATHEDRAL, 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID +I METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS w � lb/ / \ CEILING PAGE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST . DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL fJ 3'-8" 3'-2" k-3'-2" 3'-8" SCREWS 103 2'-by2 E m ® ■ ®® 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 5 COVERED \ E 0 1 LOCATION TO THE WALL OR ROOF TE=RMINATION. THE ` A-401 PORCH O Sr, `t MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 p 55 S.F. in ��O„ FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES �.0 P � � \/ NOT INCLUDE THE TRANSITION DUCT. El ON. DATE: 04/03/23 6 OF 19 1'-10y2 OELECTRICAL METER: INSTALL NEW ELEC. METER AS PER NYS MECH. CODE, 4 UTILITY C.D. STANDARDS D O THERMOSTAT: 8 I. PROVIDE THERMOSTAT FOR(3) ZONES: D - ZONE I: FIRST FLOOR - ZONE 2: SECOND FLOOR - ZONE 3: SECOND FLOOR MASTER SUITE 2. H.O. TO SELECT MODEL; INSTALL AS PER MANUF. 5PEG5 IS- 2 Iq-O" 3. PROVIDE ADDITIONAL THERMOSTATS WITHIN64'-3" �Q � SPECIFIED ZONES ABOVE FOR DEN AND ALL i€J BEDROOMS f p � 0374 'aRC1$' FROFOSEID FIRST FLOOR FLAN OF Nv�� 2,500.8 S.F. HA51TABLE Si=AGE; 3,0-78.0 S.F. OROSS AREA SCALE: 1/4" = P-O" SEE PAGE A- 104.00 FOR PLAN S(�- HEDULES r _ EXISTING TO BE DEMOI_15HED NEH PARTIAL HEIGHT c) WOOD FRAME (L.G. STL. Lij WHEN APPLICABLE) Ld EXISTING TO REMAIN � -� � 1--{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL N I I STL. WHEN APPLICABLE) u') NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL e- 0 WOOD FRAME (L.G. STl_. POST FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL Lo O POST FOR 6" WALLS), U.O.N. , NEW 2-HR FIRE RATED Z O WOOD FRAME (L.G. STL. WHEN APPLICABLE) CII >1 o I FLOOR PLAN NOTES p O -N DOOR NOTE: Al, CONDENSERS: O Oj 1. INSTALL NEW INTERIOR DOORS WHEN BALLED OUT O I. PROVIDE (2) NEW 5-TON A/C CONDENSERS BY "RHEEM" C O ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL. „Q :2 O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ON PLANS BY 'THERMATRU' (OR EQUAL). ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL A5 PER MANUFACTURER SPECS. PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 8 PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING WALLS,U.O.N. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF 5. INSTALL A5 PER MANU SPEG.'s CONDENSER. 6.PROVIDE (2) 2"x10" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS T. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST 5' FROM WINDOWS/DOORS o - ELEMENTS AROUND DOORS (TYP. FOR. ALL) U.O.N. WHENEVER POSSIBLE. ` OSTAIR S RAILING NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI d MIN. 10" 10 VENTILATION 15 NOT MET BY MEANS OF NATURAL �7 Tr - RISERS SHALL BE CLOSED CIRCULATION THROUGH WINDOWS OR DOORS TO w 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION D - NOT EXCEED THE SMALLEST BY MORE THAN J". 403.3.2.3; INSTALL AS PER MANU. SPECS 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: • 4.1. BETWEEN CLEAR HEIGHT S HANDRAILS: 36" MIN. II NEW ATTIC ACCESS - PULL DOWN STAIR: -II- 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 31.5" MIN. I. MIN. 350 # CAPACITY 4.3. BELOW HANDRAIL,RAILS ON BOTH SIDES: 27" MIN. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING(MIN. 22"x30") 5. HANDR.AIL5 SHALL BE PROVIDED ON NOT LESS THAN 3.DBL. FRAMING WHEN NEW OPENING 5'-2" 14'-6" 21'-4" 2b'-5" ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 4.WEATHERSTRIP ACCESS OPENING Q PROVIDE R-49 OR MORE RISERS, AND WHERE SHOWN ON PLANS. INSULATION ABOVE w/WD. FR. (OR EQ.) BAFFLE OR v 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED RETAINER TO PREVENT INSULATION FROM ENTERING WALKING SURFACES LOCATED MORE° THAN 30" ABOVE DWELLING WHEN OPENED,AS PER NYS EGG R402.2.4 FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. (OMIT WHEN ATTIC, ACCESS DOES NOT PENETRATE "i. 42" HIGH GUARDRAIL d SPINDLE SPAGIN6 NOT TO THERMAL ENVELOPE OF BUILDING). - ° - ALLOW PASSAGE OF A 4" 0 SPHERE:;36" HIGH 5. INSTALL AS PER MANU. SPEG.'s i HANDRAIL $ SPINDLE SPAGIN6 NOT TO ALLOW 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. TTy V J PASSAGE OF A 4" 0 SPHERE. n \ a. GRIPPABLE RAIL AS PER CODE. NEW PLUMBING FIXTURES: - W 9. RAILING TO BE METAL. 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. In SMOKE DETECTOR / CO DETECTOR: NOTES: SEE ALSO PLUMBING GENERAL NOTES ON PACE 6-002. O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW FLOOR: HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 13 I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); m 2.INTERCONNECTION BETWEEN NEW 6 EXISTING DEVICES SCREW PERIMETER OF SHEATHING 6" O.G. S 12" O.G. ® SHALL NOT BE REQUIRED WHERE EXISTING ALARMS INTERIOR. ARE NOT INTERCONNECTED, AS PER NY5 8314.4. 2.NEW FINISHED FLOOR PER H.O. SELECTION Q 3.PROVIDE SMOKE/Go DETECTORS AS INDICATED, AND 3.FIRST FLOOR DEN,SECOND FLOOR HALLWAY S ALL PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. BEDROOMS - - BALCONY 4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. 97 S.F. NEW TILE FLOOR: 'F'-b" I'-b' 3'-3" "f'- 2' HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS b OPENINGS TO BATHROOMS w/SHOWER OR TUB. 14 I. NEW TILE FINISH SET TO SELECT) UPON 5.INSTALL ALL AS PER MANU. 5PEG.'s 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON M LT M 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 3.NEW DUROCK CEMENTBOARD (OR EQUAL) UPON IN COMPLIANCE WITH LOCAL CODE 4.NEW 4" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); 201-A 201 201-A WINDOW NOTE: SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. 0 - A-302 � A-302 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSENf7 INTERIOR. O 5. ALL COMMON FIRST FLOOR AREAS d ALL BATHROOMS -6 - 4 WINDOW TO BE _6 CASEMENT,DOUBLE-HUNG,OR GLIDING (A5 NOTED). `� CENTERED WITH - 14'-6" INSTALL AS PER MANU. SPEC.'S. NEW 6" SEAMLESS GUTTERS S DOWNSPOUTS; WHITES 210 RIDGE KT - L KT 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 15 ALUMINUM (TYP.) Q SEE DESIGNATIONS S WINDOW SCHEDIJLE. WALK-IN ' 3.FOR SUBSTITUTIONS,SEE NOTE #9 IN "GLASS WINDOWS - .9 O CLOSET AND DOORS" ON PAGE 6-002. PROVIDE RADIANT FLOOR HEATING IN ALL `i 1 54 S.F. rL CL 10'-1" 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 16 BATHROOMS, KITCHEN, DINING AND GREAT ROOM l! 0 213 5 BATHROOM 3 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH BEDROOM 4 2" 2" _ 14 65 b.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: J, 0 m 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF = 168 S.F. 16 - SWINGINC,SLIDING, $ BIFOLD DOORS D \ - 5 :t 6.2. WITHIN Ib" OF F.F. �(J �p 09 - 6.3. WITHIN 24" OF A DOOR _ p MASTER 14 _ O O 12 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING - BEDROOM - BA 6.5. WITHIN TUB/SHOWER ENCLOSURES , = 230 S.F. 6.6. SEE ALSO GENERAL NOTES 014 PAGE 6-002 Y. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 03 5 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"x10" HEADER U.O.N. J' - _ _ - 4_q BEDROOM 3 9,.WINDOW FALL PROTECTION SHALL BE PROVIDED PER �A��.j� NY5 8312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS �%� � � //✓ WALK-IN 'Q _ - "�%' /i 5M/GO 4'-4y2" ry LE55 THAN 24" A$0VE F.F., THAT ARE MORE THAN"I2" 15 --�,i� �_ f VENT DRYER CLOSET , N ABOVE GRADE OR THE ADJACENT SURFACE AT THE i '�' " I /- ��-{`'}� lu �.- �-f��- �"- THROUGH ROOF -��,�- 13 = WALK-IN _ k-I ?" 25 S.F. tp BUILDING EXTERIOR. o��" ,-i== %� / /m i 214. Z � O 6- CLOSET � n O _ EGRESS NOTE � i �� � �% ; � m 41 s.F. z - - _ v LAUNDRY lob in tv g -- /� . , :� z ROOM 0 IN COMPLIANCE WITH NEW YORK STATE BUILDING �- /�- ���J / mom- in z /%� �'� WATER fp 60 S.F. I V CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF �✓ - 4'-a" EGRESS SHALL BE FOLLOWED: ✓ �O i << ✓� 26 S.F. 6'- b'-3 - " ✓- �2" y2° O O _/ -= ice,= , NET CLEAR OPENINO........... 5.7 S.F. _ � "� / _-� - = �� ® , SM/GO HROO r/ � j ✓ _ _ 206 O B T M 2 NET CLEAR HEIGHT............... 24" MINIMUM 2 S.F. ry " 63 S.F. = NET CLEAR WIDTH................. 20" MINIMUM ,, 'i�-'i % � ��� /''�� sem' i!r� %� - 1 4 !i �i � / � �-I s K O WALKET _ u i ` _ CLOSET 5 cv TYPICAL BATHROOM NOTE: ` / ✓'� ice''J 5 1� /% II'-O" _ M/GO�O3 �I I-5" 211 �t 212 2s S.F. ® p Q O I. WALL BOARD , /! !jam /� �� �,� � % - i- O I � 4 i O O - J I4 \ ` ✓ i �� /✓ ` i s� , 202 t(1 215 SM/Go `fl c(1 I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN \` \ =i = � �' /�'i% �! m 1�2 Ib ,--�s- PROJECT: ALL BATHROOMS � !-� '"� �" i ��- F" 1 \\ - -- ,-i%��'�i i� I2 m 205 k d s 1.2. INSTALL CONCRETE BOARD IN ,ALL SHOWERS AND TUB SURROUNDS , } , \ _r' - `t `L O 216 �, IS' 2. SHOWER FLOORS t ' i - - - - �. ✓- r / �%. l : i MASTER • _ 11 0 27 , BLET A 2.1. NEW TILE FINISH(H.O. TO SELECT) UPON +, , / %��i /_ ='�� i i J I C �' " - BATHROOM - 5M/GO A�ol m `7 2.2. CONCRETE MUD-SET(SLOPE Ile," PER FOOT \ \� �� %�1 /� �'°°O 204 --'� %l � '� % %!-�!�-_ 155 S.F. O O (I"i) RI . 8. 5" TOWARDS DRAIN) UPON 1 ` ` ,1 �� �� /�!_ ���"/il %'' �' Ib Tr ® IN. 10" 2.3. WATER PROOF MEMBRANE TO COVER SHOWER ` ` ` " -�-_ „- �v;� 1,//�� LJj m RESIDENCE FLOOR, WRAP DRAIN d ATLEAST la" UP WALLS / WALK-IN = .� CLOSET - 0 ire BEDROOM 2 NEW LAUNDRY ROOM: ` ` � \ -� !�.%� -.'/' %, /�- 4'-O"-�Y - P� i �->:'' %i' .� / .- I6 140 S.F. O I. NEW WASH/DRY HOOK UP + '} \} + � i �,\� j i /.��i' �--� _--� , � � 165 S.F. � - 2.COORDINATE LAUND. ROOM S DOOR DIM.'s O W/51ZE of EQUIP. 905 WILLOW DRIVE 1+ , `} -/i. ��� :�i�:%�; ✓ ISLAND dJ 3.PROVIDE HOOK UPS AS REQ'S PER MANU. , \ , ,-� ; 1 -7 - EAST MARION, N.Y. 11939 OPEN TO PROVIDE CENTRAL VAGGUUM UP ��i BELOW THROUGHOUT BASEMENT, DRYER EXHAUST NOTE: ` ` _� =% ! L L FIRST d SECOND FLOOR 1. DUCT SHALL TERMINATE TO EXTERIOR \ / %�� 6' DUCT 5H TERMINATE MIN. 4'-O" FROM ANY ` ` \ ` �%'�� -� - -�� II'-O J DRAWING TITLE: 2 ALL ` � , _;/`� � - / �� OPENINGS ` ` } , �'/ice= ��.../l� !/ / i 5'-4" 3'-6" 14'-s" 13'-4" PROPOSED SECOND FLOOR PLAN 3.DUCT SIZE AS PER MANU. 1 4.DUCT SHALL BE EQUIPPED w/A BACK DRAFT DAMPER '- 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN ,- CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO R i ` } // � ��✓j •4 �� - CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM `} SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 1 ` �!� / �j/� �� / �� �i AT AT I AT B l� � i / ��/ 2'-b'I� 4'-10" 4_ „ _4y2" EXCEED a FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 215E A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS ` ` -��/i �i�//�� %�., �'!' ` ` } ;-/ � ��.. � �-'' �, �, I PAGE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ` ✓� �i ii -�'�� " _" _" ry DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL '' '/ Q Q 15 SCREWS _ - 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE ,`5 -� / �i- - A-:103m00 MAX. LENGTH OF THE DUCT SHALL BE: REDUCED 2.5 ` ` � FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° ` ` ��ij/�� P P P BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES �\ ` � i�- NOT INCLUDE THE TRANSITION DUCT. ` \ } ij�� �' D - 51-11 11 s' a" DATE: 04/03/23 7 OF 19 OELECTRICAL METER: INSTALL NEW ELEC. METER AS PER NYS MECH. CODE, d UTILITY CO. STANDARDS ➢ _ �� THERMOSTAT: O I. PROVIDE THERM05TAT FOR(3) ZONES: �+ - ZONE I: FIRST FLOOR 26'-3" 19'-0.. - ZONE 2: SECOND FLOOR - ZONE 3: SECOND FLOOR MASTER:SUITE 69'-5" �Cj M. p 2. H.O. TO SELECT MODEL; INSTALL AS PERMANUF. SPECS �i�1� 3. PROVIDE ADDITIONAL THERMOSTATS WITHIN F r i SPECIFIED ZONES ABOVE FOR DEN AND ALL BEDROOMS PROPOSED SEG01�D FLOOR PLAN 9TF o3740 oF�� 2,028.1 S.E. HAB I TABLE SWAGE; 2,028.cf S.E. C ROSS AREA SCALE: 1/4" = 1'-0" DOOR SCHEDULE -_- ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL A5 PER MANL. 5PEC.'s. SEE PAGE "6-003" FOR NAILING $ STRAPPING FIRST FLOOR LIGHT $ VENT SECOND FLOOR LIGHT $ VENT Q ----- -- --- - DETAILS. EXTERIOR COLOR TO BE BLACK. DOOR MATERIAL 0 __ *' SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" NATURAL LIGHT VENTILATION NATURAL LIGHT 4 VENTILATION W (HABITABLE SPACE) TAG DESCRIPTION MANUFACTURER p -A RFIRE NOTES _I v (HABITABLE SPACE) W 3 Q WINDOW CHART FLOOR AREA 780 S.F. FLOOR AREA 165 S.F. WIDTH HEIGHT ~ 45 MIN. RATED - -- ---- - -- - - ----- ------ -_----- 0 SELF-01-05INO EGRESS Q KITCHEN/DINING/G.R. % REQ. S.F. PROV. -_- -- IZ Q ,L Ly 21 ............L41.L 1W01 u h Y W J 0 It 00 a 9�� < _4155 ry4_1T1ryT1TLf1ruHT1 It II ----------- I� 0 ODD L oju[� uao�m _ w'm PROPERTY LINE = O EXIST. AVERAGE GRADE O Z ELEV. +54.5' 1 L .— CU 0C14 NORTH-EAST NORTH-EAST ELEVATION (FRONT) � :2 o � 1 SCALE: 1" = 15'-0" O O t O Lo N IA Q o . D .. 1111--i-T�yTyr- 0- :2O - -n (rni rn nnrni n nnc -- 5 13 4 � — U � 10 M AT AT- OA AT • T� - — iTI I I I —ti— ' as 101 N —ao Q 0 o Ell i O O O 103 102 � cV IlJII I I IIID — �JII NORTH-EAST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" to n(pp N m I Z p PROPERTY LINE - 1 NORTH-NEST ELEVATION (RIOH7 SbE) W Q 0 SCALE: I" = 15'-0" PROJECT: ELEVATION NOTES OI 1 Y EE NOTE ATPICAL BUILBLETSAS DING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION RESIDENCE BEFORE INSTALLATION O OIA ASPHALT SHINGLE ROOFING BY 'OAF' (OR EQUAL) t HT (MIN. 50 YR. WARRANTY) r - 905 WILLOW DRIVE OINTERFACES. PROVIDE CONGEALED FLASHING AT ALL ROOF EAST MARION, N.Y. 11939 ROOF CRICKET (TYP): _ — — - — O3 2°x4" FRAMING ® Ib" O.G.;PROVIDE ICE SHIELD DRAWING TITLE: LAPPED IS" IN ALL DIRECTIONS It FULLY FLASH. -- TYPICAL SIDING: PROPOSED EXTERIOR ELEVATIONS O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 13 CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION 4� STUCCO;H.O. TO PROVIDE COLOR OR SELECTION PAGE: OL NEW b" SEAMLESS GUTTERS 4 DOWN5POUT5; WHITE d b 5 lig O ALUMINUM TYP. - NEW ELECTRIC METER; INSTALL PER O A-201000 b E FT Le CO. TANDARDS O O UTILITY III i - 1 I O NEW UNDER-FLOOR AREA VENTS; SEE — — DATE: 04/03/23 9 OF 19 FOUNDATION PLAN FOR SIZIN',O REOUIREMENTS NEW A/C CONDENSER ON GONG. PAD OR OTHER Q O8 APPROVED GROUND SURFACE (SEE FLOOR - - N 1 PLAN NOTES) Oq NEW CLOSED P. GONG. STAIR'. =�J� II IIIII IIIII - - - - � c - � �F'ED H TO BE STUCCO; MATCH COLOR � IO CHIMNEY FINIS _ PROPANE FEULED GENERATOR; FILED UNDER II SEPARATE APPLICATION ORAILING NOTE: 12 I. 42" H16H GUARDRAIL S SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" (P SPHERE;5b" HIGH NORTH-NEST ELEVATION (R I OHT SCE)1 E) �F TN4��' HANDRAIL d SPINDLE 5PAGIN.6 NOT TO ALLOW PA55A6E OF A 4" m SPHERE. SCALE: I/4" = I'-O" 2. GRIPPABLE RAIL AS PER CODE. 5. RAILIN6 TO BE METAL. Q Ld J p to w cq Q , Lo c �fty�T� � O Ow-^ -p �j, . 0 i � rn I I.0 C � Z v �N >1 o I O 0 m . IA -L N In c p O v .. Q � a: m. O / \ � 201 it ' SOI-A j 201-A TJ ° LLa O L r OM LT O 1 W O 2 III I I LTY I 11111il 1 111 11 111 1 1 1 1 1 1 I ' ll I ILI I 11111111 1 , 11 11 1 1 I I I I I I I I I 1 1111 1 1 1111 11 1 HIIIIIIIIIH I I I I 13 i - O nncn 6T (D O 1110 J _ LL O O O 104 105 106 10-i q 119 O O 8 - In Ll - 00 SOUTH-VEST ELEVATION (REAR) SCALE: 1/4" z W ELEVATION NOTES 0 0 U OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION BEFORE INSTALLATION Til H Q ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL)I D IA (MIN. 50 YR. WARRANTY) 2 PROVIDE CONGEALED FLASHIN65 AT ALL ROOF PROJECT: O INTERFACES. ROOF CRICKET (TYPJ: ET AS OS 2"x4" FRAMING ® I6" O.G.;PROVIDE ICE SHIELD LAPPED IS" IN ALL DIRECTIONS d FULLY FLASH. RESIDENCE TYPICAL SIDING: OI. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION - - - - -- - -- BEFORE INSTALLATION 905 WILLOW DRIVE 4� STUCCO; H.O. TO PROVIDE COLOR SELECTION EAST MARION, N.Y. 11939 13 NEW 6" SEAMLESS GUTTERS 4 DOWNSPOUTS; WHITE h DRAWING TITLE: ALUMINUM (TYPE a PROPOSED EXTERIOR ELEVATIONS OO INSTALLNEN ELECTRIC METER; UTILITY GO. STA DARDSPER KT KT O i r ONEW UNDER-FLOOR AREA VENTS; SEE FOUNDATION PLAN FOR SIZING REQUIREMENTS NEW A/C CONDENSER ON GONG. PAD OR OTHER OS APPROVED GROUND SURFACE (SEE FLOORPAGE: PLAN NOTES) 'Am Oq NEW CLOSED P. GONG. STAIR -- J a ■ OO to CHIMNEY FINISH TO BE STUCCO; MATCH COLOR DATE: 04/03/23 10 OF 19 OPROPANE FEULED GENERATOR; FILED UNDER -, II SEPARATE APPLICATION RAILING NOTE: 12 I. 42' HIGH GUARDRAIL d SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4' �5(-SPHERE;56" HIGH Q �tD�AC HANDRAIL 4 SPINDLE SPACING W NOT TO ALLO ` /` PASSAGE OF A 4" (P SPHERE 5. RAILNO2. BLE TO BEIL AS ME APER GODS. 9 II -0- -- -- (�� a.- �� tC\ -O° O13 TRIM NOTES: I. PROVIDE 4" STUCCO TRIM AROUND DOOR AND WINDOWS, i tt COLOR TO MATCH STUCCO FACADE. j� A SOUTH-EAST ELEVATION (LEFT SIDE) O fi NE'"P�-' SCALE: 1/4" = I'-O" PROPOSED RIDGE HEIGHT BUILDING SECTION NOTES ELEV. +66.1' ----------- ---_-----_-----_---------------_—_--------- � Q NEW ROOFING NOTE (TYPI O 1. INSTALL NEW ROOFING AS PER ELEVATION NOTES LLd d 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 12 —i 24" FROM INSIDE FACE OF STUD HALL AND AT VALLEYS J OVER - M 5.INSTALL 15 # BUILDING FELT N.O.N.) OVER 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) ' — Lf) 5. GAP 5HINOLE OVER RIDGE d HIP°i (A5 REQ'D) t O 6.PROVIDE RIDGE VENT(AS REO-D) 1. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REO'D Lo a--- 9. INSTALL ALL AS PER MANU. SPEC„'s ATTIC 2 \ -N W 0 0 O TYPICAL ROOF 4 CEILING CON51RUG1I0N: i' � Z �. O • NEW ROOFING AS NOTED r �' � Ei • 1/2” GDX PLYWD SHEATHING (BLOSKING 0 ALL PLYWD BEDROOM 4 3 O U N SEAMS) • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER O O +' b' INSTALL "X" BRIDGING ® GENTI=R OF SPAN,U.O.N.) • PROVIDE R-4Q BATT INSULATION WHEREVER ALLOWED PER ATTIC SPACEp Lo ; IN ALL OTHER AREAS, PROVIDE 1" 4 N O 4- PER SPRAY FOAM INSULATION R-4Q ® R-1/INCH) -- - O -0 Q c20 Qz • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES O � NEW EXTERIOR WALL CONSTRUCTION (TYPJ: w O -�5 PROPOSED RIDGEHEIGHT _ - _—_---- • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON o o ELEV. +51.4' • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD O \ 5EAM5) UPON \ • 2"xb' STUDS ® 16" O.G. H/DSL. TOP PLATE 6 J 12 • MIN. R-21 BATT INSULATION 3 FOYER z \ • 5/5" GYPSUM BD. WALL FINS • — PROPOSED SECOND FLOOR ----- _ NEW SIDING NOTE (TYP.): KvELEV. +47.9' O4 I. INSTALL NEW SIDING AS NOTED ON ELEVATIONS12 v 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEC.'S - - 4.PROVIDE ALL NECESSARY TRIM FOR PROPER GREAT ROOM INSTALLATION 3 5. SIDING SHALL EXTEND TO TOP OF: FOUNDATION WALL A-402 J DEN TYPICAL FLOOR CONSTRUCTION_ 4 1. FINISH FLOORING TO SELECT A-402O 2. 3/4" T40 GDX PLYWD. SUBFLOOR GLUED 4 SCREWED — -- m 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL _ 'X' BRACE ® MID5PAN _ O O r 4. MIN. R-50 BATT INSULATION(ONL`( BETWEEN FIRST FLOOR AND FOUNDATION) S. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS 0 0 SOUND BARRIER WITHIN INTERIOR WALLS: FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A SOUND TRANSMISSION GLASS (5TC) FOR AIR-BORNE PRO_POSE_D FIRST FINISHED FLOOR\ NOISE OF NOT LESS 50 A5 MEASURED IN ACCORDANCE ELEV. +36.4' 1:1 1 � r] n (DWITH ASTM E 90. lam_ \ \/\/\ AVERAGE GRADE _ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ BASEMENT 5 \j\\j\\j\\/\\j\ , "• BASEMENT ELEV. +34.3' \ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ -• - \ \ \ \ \ \ • FINISHED GARAGE SLAB ELEV. +33.'7' m \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ .. \\\\\\\\ \\ ............\ \ \ BASEMENT FINISHED FLOOR --------------------------------- ELEV. +26.2' 2 4 •9 SECTION 1 -1/A-50I A 2 SECTION 2-2/A-50I SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" —_—_—_—_---_—_____—_—_—_—_—_—_---_-- PROPOSED RIDGE HEIGHT z g v \`\ w ATTIC \ TyT D W. GL. M. BATHROOM PROJECT: BLETSAS PROPOSED RIDGE HEIGHT s RESIDENCE ELEV. +51.3' --------------------------------� 5 905 WILLOW DRIVE IF _—_—_—_—_—_ PROPOSED SECOND FLOOR EAST MARION, N.Y. 11939 � ------ ELEV. +47.9' ___ __ DRAWING TITLE: GARAGE G. PORCH UDROOM BUILDING SECTIONS 0 - o ° - PAGE: A-301m00 ' PRO POSED FIRST FINISv+36.4' DATE: 04/03/23 11 OF 19 - - ---------------------------- ------------------------------------ -- ,JN FINISHED GARAGE SLAB 1 BASEMENT AVERAGE GRADE $� ELEV. +33.-i' - ----------- +54 — a• a..v D A&C O �'` SECTION 5-5/ASOI c� o n�. �o��%�� SCALE: 1/4" = 1'-0" 2 ✓ �1 A —_—_—_—_—_—_—_—_---_—_BASEMENT FINISHED FLOOR 9� Q374 yQ ------ ELEV. +26.2' SEOTI ON 4-4/A-50I SCALE: 1/4" = 1'-O" oz BUILDING SECTION NOTES Q ONEW ROOFING NOTE (TVP.): I. INSTALL NEW ROOFING AS PER ELEVATION NOTES w 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP -0 w 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS _— _—_—_ _ _ —_ _—_—_—_—_—_—_—_—_—_—_—_ PROPOSED RIDGE HEIGHT —I ELEV. + OYER63.8' 5.INSTALL 15 # BUILDING FELT N!O.N) OVER 04 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS,I 12 ++ 5. GAP SHINGLE OYER RIDGE 8 HIPS (AS REo'v) C Lo 6.PROVIDE RIDGE VENT(AS REG2'D) i w f- (D 7. FLASH ALL VALLEYS B.INSTALL DRIP EDGE'. AS REO'D -6 L 9.INSTALL ALL AS PER MANU. SPEG.'s Of 0) TYPICAL ROOF $ CEILING CONSTRUCTION: ATTIC 0 C Z OO • NEW ROOFING AS NOTED a .N • 1/2" COX PLYWD SHEATHING (E3LOGKINO ® ALL PLYWD J :2x U SEAMS) J • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER BATHROOM 2 BATH. 3 O 0 &' INSTALL "X" BRIDGING 0 CENTER OF SPAN,U.O.N.) • PROVIDE R-49 BATT INSULATION WHEREVER ALLOWED _c o to PER ATTIC SPACE; IN ALL OTHER AREAS,PROVIDE 7" C O O 0 THK. SPRAY FOAM INSULATION, (R-49 ® R-7/INCH) C) O • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES (((^�I^")) NEW EXTERIOR WALL GONSTFiVCTION (TYP.): O • "TYYEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON ' • 1/2" COX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD 6 SEAMS) UPON o ■ a o • 2"x6" STUDS ® 16" O.G. w/DBL. TOP PLATE • MIN. R-21 BATT INSULATION • 5/8" GYPSUM BD. WALL FINISH • Hill NEW SIDING NOTE (TVP.)- U4 I. INSTALL NEW SIDING AS NOTED) ON ELEVATIONS _ - - - I' --_—_---_—_-- PROPOSED SECOND FLOOR N -- --------- - 2."TYVEK" HOUSE WRAP (OR EQUAL) - ELEV. +47.9' 3.INSTALL ALL A5 PER MANU. SFEG.'s W I I I 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL - DEN GL. BEDROOM I OTYPICAL FLOOR CONSTRUCTION: 5 I. FINISH FLOORING TO SELECT 2. 5/4" T40 COX PLYWD. 5UBFLC'OR GLUED d SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MIDSPAN U 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST O FLOOR AND FOUNDATION) O 5. 2" THK. SPRAY FOAM AT BLDES. PERIMETER RIM JOISTS LlSOUND BARRIER WITHIN INTERIOR WALLS: — FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A SOUND TRANSMISSION GLASS (STC) FOR AIR-BORNE = V NOISE OF NOT LE55 50 AS MEASURED IN ACCORDANCE WITH ASTM E 90. PROPOSED FIRST FINISHED FLOOR �---- -- � ------- ELEV. +36.4' ---------------- BASEMENT AVERAGE GRADE ELEV. +34.3' 2 A-402 O --_—_---_-----------------_ BASEMENT FINISHED FLOOR q ------ ELEV. +26.2' 2 SECT ION 5-5/A-502 A A^ SCALE: 1/4" = 1'-0" ------------------------------------------------------------- PROP05ED RIDGE HEIGHT Z - - - - - - - --- ELEV. +64.0' z PROPOSED RIDGE HEIGHT v I� � --------------------------------------------------------- ELEV. +6it 1.9' > � w 12" ATTIC 2 \ Q BEDROOM 4 W.I. CLOSET 7 L! M. BALCONY PROJECT: 3 B L ETSAS 4 RESIDENCE o -- a 905 WILLOW DRIVE EAST MARION, N.Y. 11939 12 s \ 13 PROPOSED SECOND FLOOR _ - - - - - --------_------ ELEV. +47.9' � DRAWING TITLE: _ - - KITCHEN I I ° I I I I --- I PAGE: v o - 302 . 00 �LL el e II e to e !I LJ L-11 PROPOSED FIRST FINISHED FLOOR $� ,10000' -- ELEV. +36.4 DATE: 04/03/23 12 OF 19 > j\///j//j//\y° Ll BASEMENT \\ \\ \\ \\ \\ AVERAGE GRADE ELEV +24 D Me \\//\\//\\//\\/�\ �/ice/ii%%/ 5 o nn. �o SECTION &—&/A-502 I- - �AqT esu n� �o SCALE: 1/4" = 1'-0" — ------------------------------------------------BASEMENT FINISHED FLOO ------ ELEV. +26.2' Q C o w JLo p HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE (y) SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'S; r" O PLANS AND NOT PROJECTING MORE THAN 42" INTOO w � PITCHED METAL STAIRWAY; 0 SEE HANDRAIL GRIP SIZES ADJACENT - LO 0 JOIST HANGER BY -�-� SIMPSON' OR EQUAL _ \ F I RST/SECOND FINISHED FLOOR Z 04 C O _jE 04 0 CO . \ m -N - - IY" MIN. SPACE BETWEEN -4-j N -i-+ \ 1 WALL AND HANDRAIL \ Q � O PINE RISER \ I 5/4" PINE TREAD STANDARDS FOR C RI PPABLE HAND RAIL � SCALE: NTS 8„ TH I GAG RE I NFOR�G� � DG�ONGRETE R � lo” x o CROSS SECTION 4-j e — MIN. z HANDRAIL I" ROUNDED NOSING CLEARANCE CIRCULAR NON-CIRCULAR C RA�SS SHOULDER AAREA (TYF.) 24" DIAMETER GA�ST IRON U � �Q _ w/y4' RADIUS INLET ORATE FRAME (NOT INCLUDED IN z OR DEFINED SURFACE GO\/ER nl TREAD DIMENSION) / 4"-by4„ / W I I I �y4 .2 / P - j 2�'4 ERIMAX. �2 11 METER / z Luju - I — I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ LIA - l ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Q (3) 2"x12" 5TRINGER5 ® w/R-21 INSULATION, IF UNDERSIDE IS FACING tt / / I I ( I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I I— STORAGE/NON-HABITAL SPACE I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ \ ,� �- ;III LI ❑ I I 1In (D I II 1 ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ III � � - STORA FUNDER y2" GYP. BD. 1 Innnnnnnnnn (WHEN AFPL I CALBE) PRECAST GONG. C ROUND LEA�GH I NC R I NC. SEE TREATED 2"x12" SILL FOR CONTACT I,,I /� - W GONG. (IF APPLICABLE) Y ATER GALGULATI ONS ON BASEMENT/FIRST FLOOR SITE FLAN FOR REGQ'D 2'-O" DIAMETER AS 2'-O" EFFEGTIYE DEPTH MIN. FER SITE FLAN MIN. GLEAN SAND C RA\,/EL FILL INTERIOR MOOD STAIR DETAIL A-401.00 � Y�4 DRELL DETAIL SCALE: 3/4" = I'-O" A-401.00 SCALE: 1/2" = I'-O" z W NOTE: V I. IF FINISH MASONRY USED (SUCH AS BLUESTONE) - MA50N TO ADJUST HGHT OF LANDING AS REQ'D TO ACCOUNT FOR FIN15H MASONRY 2. ALL HORZ.SURFACES SHALL BE PITCHED ® 1:48 AWAY FROM BUILDING MASON TO ADJUST HGHT OF LANDING AS REQ'D TO NOTE: 5. FOR SLABS ABUTTING FRAMING, INSTALL ACCOUNT FOR FINISH COPPER FLASHING FROM 12" ABOVE AND MASONRY - BLUESTONE (OR I. IF FINISH MASONRY USED (SUCH AS ADJACENT TO SLAB, BED ALL FLASHING EQUAL) FINISH MASONRY PROJECT: BLUESTONE) - MASON TO ADJUST IN ASPHALTIC MASTIC 4"P. GONG.SLAB HGHT OF LANDING AS REQ'D TO 4"P.GONG.SLAB 6" P. GONG.w/bxb l0/10 MM FOR FINISH MASONRY w/bxb 10/10 MM 1 UPON COMPACTED STAIR DRAINAGE CALCULATIONS: 1 UPON COMPACTED SUSPENDED SLAB 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP.) FILL STAIR WIDTH = 3'-b" (TYP.) FILL BLETSAS ® I:4b AWAY FROM BUILDING MASONRY PROPOSED NEW AREA= 51 S.F. GRADE ANCHORS (TYP.) 3. FOR SLABS ABUTTING FRAMING,INSTALL REBAR BENT TO _°° _.• j` 51 5 Ft. X 0.1-7= &.'7 REBAR BENT TO °°_ _� = RESIDENCE COPPER FLASHING FROM 12" ABOVE AND `! "1=_____�__ Q SLAB AS 5HOWN SLAB AS SHOWN �- b.1/5.1= 2.8 VERT. FT. OF 2' DIA RING REQ ADJACENT TO 5LAB, BED ALL FLASHING i� IN ASPHALTIC MASTIC ° �i \ \/\ Z PROVIDE (U 2' DIA. X 3'-O" DEEP STORM ° \\ \\ \\\ z y i. //\//\ \// :\�/`r WATER LEACHING SYSTEM //// // // // 905 WILLOW DRIVE %/ �'ti /\// / / ii EAST MARION N.Y. 11939 (1) #4 REBAR ® EA. �. ,� i. //,yy ////////�///// (I) #4 REBAR a ® EA. c .S i. STEP;3" GVR® ENDS �p''1' • \\\\\\'\\\\\\\\\\\\\\\ STEP;3" GVR ® ENDS -�% ; • \\\\\\'\\\\\\\\\\\\\\\ f / / / / / / / #5 REBAR // // // // // // // // // // // // // // // // I I (2) # 5 REBAR \\ \\ \\ \\ \\ \\ \\ ® 6" O.C. DRAWING TITLE: \ \ CONTINUOUS TOP - - --- -- - - ° \ (2) #5 BENT REBAR ® 6" II II It BOT. (4 TOTAL) 10" ° �� ° \\�\\ \ \\ \\ \\\\\\\\\\\ 3._6.. lo" %/ �j/\\j/�\�/\�/\\ \\/\\/\\/ O.G. TO EACH CONC. COL. a' `° DESIGN DETAILS MIN. y / / / / / / MIN. • • i' /\ \ �COMPAGTED /\\/\\/\\/ LANDING -,� ���/ /\/\/ / COMPACTED TED j>// O \/\/ \ \ \ \ \ z 11 II ° #3 STIRRUPS ° H ® 8" O.G. _ — ° • i // // // // // FILL //\//\//\// it X a• iii ° / / / / / / i / / / / / X °• \ \/\\�\\�\\�\�����/ /\/\/\/ / \\ \\A\\�\\�\\�\\�\\�\\/\/\\/\\/\\/ O REBAR ® 10"�\\/\\/ \/\\/\\/\\/ m °y/�� / j\/ \ #4 REBAR ® 10"�\//\// //\//\//\// z SUSPENDED BEAM - POURED ' O.G. (MIN. 3) //\//\//\//\//\// // 4" P.GONG.SLAB w/ 2"x4" r \/\ \O.G. (MIN. 3) /\/\/\/\/\/ / 2"x:4" KEYWAY r a yii° \\ \\ \ \ \ \ \ \ \ b"xb"-lo/lo W W.M. KEYWAY ° ' yi%` \\ \\ \\ \ \ \ \\ \\ \\ \\ \\ \\ - MONLITHIGALLY w/SLAB i'�''� \x \� >\x \�\/\/\/\/\/\ UPON COMPACTED FILL •, . i'i // // �/ �/ �/ // // // // // // // O O II. II // \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 4"DRAIN CONNECTED °' i'�i' \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ m II II CONC. PIER GRADE �ii�° �,// // // // // // // // // // // // // // TO EXIST.MAIN LINE ��ii� \ °.II II. GRADE PAGE: \ \ \ \ \ \ \ \ \ cam►, \ \ \ \ \ \ \ \ \ #4 REBAR CONT. /�i L�ti�\/ / \\/\\/\\/\\/\\/ NOTE: \/\\/\\/ ° /j\//Lp'tij //\/j\/j\/j\//\/j NOTE: / / / / / / / / / / / L-• ------- J / / / / / / II ® 10" O.G. (MIN. 3) I \\/\\/\\.� j\\/\\/\\/\\/\\/\\ ALL P. GONG. \/\\/\\/ a--------- ,I \\\\\� Ip /\\\\\\\\\\\\\\\\\\ HALL BONG. \\\\\\\/ 1, \/ e \/\/\/\/\/\/ SHALL BE A-40100 (I) #4 REBAR GOVT. I ° //\// �,P\//\//\//\//\//\//\/ 4A00 PSI (MIN.) \//\//\// #4 REBAR CONT. ® 10" O.G. (MIN. 3) ji ° \/\\/ ��\\/\\/\\/\\/\\�\\/\\ 4,000 P51 (MIND \/\\/\\/ (4) #5 REBAR NOTE: J \\ \\/ ��\/\\/\\/\\/\\/\\/\\/ /\\/\\/ \// // /\//\//\//\// /\// ALL P. CONC. SHALL #5 BENT REBAR ® 12" O.G. \ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// (1) #4 REBAR CONT. P \\ /\\/\\/\\/\\/\\/\\�\\/\\/\\/\\/\\/\\/\\/\\/\\/ II 11 BE 4,000 P51 (MIN.) z 91 ° \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ (2) #5 SENT (1) #4 REBAR CONT. I // // // // // // // // // // // // // // // // // #5 BENT REBAR ® 12" O.G. I \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ REBAR® EA. PIER II I Ih II \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ „ II „ DATE: 04/03/23 13 OF 19 O w THK. P. GONG. WALL I // // // // // // // // // // // // // // // // // 8" THK. P. GONG. WALL 1 \/\/\/\/\/\/\/\/\ /\/ O 11 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ i IS" WIDE x 12" DEEP U tP \ \ \ \ \ \ \ \// cn P. GONG. FTG. j IS" WIDE x 12" DEEP (1) #4 REBAR CONT. P. GONG. FTG. /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ (2) #5 HOR. REBAR /\ \/\ \//\//\ \ \ \ \ \ \ \ \ \ \ \ \ /�\\ \� \\ \\ \\/\\\ \\ \\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ (3) #5 HOR. REBAR a J� \ .\ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ W' WIDE x 12" DEEP i / / / \/\/\/\/\/\/\/\/ //\//\//\//\//\//\//\//\//\//\//\//\// P. GONG. FTG. I_ I m �3 4 (2) #5 HOR. REBAR 3"° 44;�ILEO S l�� EXTERIOR MASONRY STAIR DETA I LEXTERIOR MASONRY STAB I R DETA�I L °� . A-4ol.00 _ A-4ol.00 EXTERIOR SUSPENDED GONG. DEG< DETAIL. SCALE: 3/4„ - I O SCALE: 3/4 - 1'-0” A-401.00 SCALE: 3/4" = I'-O" OF {a PROVIDE BEAM 5PLIGE Q CENTERED ABOVE COL. WHEN NOTED ON PLANS Id W (4) 3/8" H.D.G. LAG W J BOLTS (PREDRILLED) p w cq LOC PROVIDE 3" (MIN) coNG. COVER - - I = r (� OF ALL REBAR WITHIN P. GONG. FOUND. WALLS 4 P. GONG. FTG'5. PROVIDE STRAPPING 4 NAILING O O O w 0) Wc) A5 PER CONNECTION b' IN _ _ _ \��J �_ I "TYPICAL NAILING/5TRAPPINO O Z PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, 3/5" THK. PL. BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" I/ 3/8" THK. H.D. C •p N PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. I CALV. PL. O U (WHEN APPLICABLE) O m :3 (0 O °- � FLOOR SYSTEM AS_ NEW(2) 2"xb" P.T. SILL PLATES G,4P PLATE 'A' NOTED ON PLAN UPON SILL SEAL UPON COPPER (V O +' TERMITE SHIELD FOR CONNECTION OF 5TL. COL. TO (2) 1-3/4" WIDE Q O :2 O NEW 5/8"(P HOOKED ANCHOR LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER (� BOLTS ® 311" O.G. w/3" SQUARE WASHER d ENDNUT - z r 11 PROVIDE BEAM SPLICE 8 ii 4J ° CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG TYP. ROOFING (SEE I TYP. ROOFING (SEE II �' WHEN NOTED ON PLANS BOLTS (PREDRILLED) SECTION NOTES) SECTION NOTES) V TYP. ROOF CONSTRUCTION TYP. ROOF CONSTRUCTION (SEE SECTION NOTES) n , GRADE - O i_ (SEE SECTION NOTES) PN Pyp,N �L/ '51MP5ON' H2.5A PSR PL '51MP5ON' H2.5A RAFTER TIE RAFTER TIE R• • G.J. AS PER PLAN II I (WHEN APPLICABLE) I -- - -- --- NEW 'SIMPSON" E HOOKED VERT. ,. I�' _ _ 3/8" THK. PL. ii �' 3/8" THK. H.D. LU526 GALVANIZED REBAR ® 48" O.G. d�I • , /[� G.J. AS PER PLAN FASCIA BOARD I GALV. PL. FASCIA BOARD 7 JOIST HANGER GAP PLATE '8' I Q BEAM AS PER PLAN v J ASPI-IALTIC DAMP - .Ijl -� BEAM AS PER PLAN PROOFING TO EXTERIOR 11. -Q FOR CONNECTION OF STL. COL. TO (3) 1-3/4 WIDE n < ly O LVL LUMBER OR (3) 2" WIDE OR (4) 2" WIDE I - DIMEN51ONAL LUMBER OR 5.25 WIDE PSL II d "SIMPSON" PG64 "51MFSON" P064 NEW "SIMPSON" LU526 (FOR5 PLY BM) II (FOR 3 PLY BM) "SIMPSON" BC52-2/4 GALVANIZED JOIST "SIMPSON" 5052-2 HANGER (FOR 2 PLY SM) (POR 2 PLY BM) I P. GONG. FOUND. WALL e z PROVIDE BEAM SPLICE 1� (MIN. 4,000 PSI) i� d -� CENTERED ABOVE COL. g (4) 3/8" H.D.G. LAC < II -O WHEN NOTED ON PLANS BOLTS (PREDRILLED) li< -m #4 HOR. CONT. RESAR ® TOP, MIDDLE THIRDS, 8 BOTTOM OF WALL (4 TOTAL) I - - bl- 211 ° I - - P.T. POST AS P.T. P05T PER PLAN AS P. CONG. CONT. FTG. �I - \ O (MIN. 4,000 PSI) d;I� O _L PER PLAN I (3) #5 HOR. CONT. REBAR I - -- 4" P. GONG. SLAB d i� 3/8" THK. PL. I�4 y4 3/8" THK. H.D. CALV. PL. CAP PLATEPOST b MIL POLY - Q ,mom. ^ � I BGATIONS SPECIFICATIONS ASE PEP,MANU SPEGIFPOST BASE PER MANU. MOISTURE RETARDER I FOR CONNECTION OF 5TL. COL. TO (3) I-3/4 WIDE LVL SPECIFICATIONS 4" &'RAVEL BASE - I " — LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL - — '-4" — LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-3/4" WIDE - PROV. GLEAN ` LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER GIOMPAGT FILL I I i I L MASONRY DECK AS PER PLANS MASONRY DECK AS PER PLANS N F- Ir 8 PORC/H DROPPED HEADER DETAIL W FORCH SLUSH H��D�fi� DETAIL I L FOUNDATION MALL DETAIL 2 STEEL COLUMN GAP BASE PLATE DATA)LS �,_4 2.0 „ _ A-402.0 SCALE: 3/4" = 1'-O" A-402.0 = A-402.0 SCALE: 3" = 1'-0" SCALE: 3/4 - I -O 0 SCALE: 3/4 I -O ui 0 PROJECT: B LETSAS RESIDENCE FINISHED FIRST FLOOR 905 WILLOW DRIVE EAST MARION, N.Y. 11939 FLOOR SYSTEM AS NOTED ON PLAN FINISHED DRAWING TITLE: NEW 5TL. GAP PL. 'A', 'B', FLOOR WOOD BEAM OR 'C' (PER BEAM CONFIO.) AS NOTED ON PLAN �^ GR'A`DE DESIGN DETAILS WELDED TO COL.;SEE GAP PL. DETAILS d NEW 3-1/2" O.D. SCH 40 NEW BASE PLATE 'A' HOT DIP &ALV. STL. COL. WELDED TO COL.;SEE (ASTM AI23) A5 PER BASE PL. DETAILS FOR FOUND. PLAN BY SIMS BOLTING STEEL (OR EQUAL) PROVIDE GOLD JOINT NEW P GONG.. SLAB PAGE: PROVIDE AT GONG. SEAMS (TYP) 4" &RAVEL BASE - °VnCOMPACTED DATE: 04/03/23 14 OF 19 NEW (3) #5 HOR. REBAR UPON (3) #5 HOR. REBAR (b TOTAL) NEW 24"x>4"xl2"DEEP P. CONC:. PAD d FTG. (MIN. 4,0G0 PSI) FILL BOTTOM OF FOOTING --PAI I BEAR UPONm y- N. SOIORADE;EIXTEND OW BASEMENT ry <°d �REM ch�j, FOOTING BENEATH AS REQ'D ��C O� w O,�y�t��►1 t � STEEL COLUMN FOOT I NO DETAIL F-ORESS lel I NDON NELL DETAIL �°F NE`� A-402.0 SCALE: 3/4" = 1'-0" A-402.0 SCALE: I/2" = I'-O" 0ENERAL SNrM50L <E'�' : Q EXI5TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. STL. WHEN APPLICABLE) Lij EXISTING TO REMAIN J p NEW WOOD FRAME (L.6. NEW FOUNDATION WALL STL. WHEN APPLICABLE) Q N C � w t NEW I-HR FIRE RATED © MIN. 2 2"x4" STRUCTURAL 10 WOOD FRAME (L.6. 5"TL. POST FOR 4" WALLS (J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w • O POST FOR 6" WALLS), U.O.N. 0) �'- NEW 2-HR FIRE RATED �- WOOD FRAME (L.6. 5TL. O •C (o Z WHEN APPLICABLE) �' v w N >1 o I O 0 O , stn N p Q0 v .. < �— � :2o - - - - - - - - - - - - - - - — — — — — — — — - - � ,- - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- iI T. I PROPOSED BURIED I I I O �-- — — — — — — I I V J WATER SUPPLY LINE (� TO POOL HOUSE I I ' ' T : � I : I � ® I •:•• I I I � UP o I I I I I : I I e .• I I PROPOSED BURIED ELECTRIC LINE TO I I I r (3) 114" 2.OE MICROLLAM DRI•'61RDE}2 I —POOL HOUSE I I - - I - - � - - — — — — — — — — — — — — — — — — 1 \\\ t F -O--J— — — — — — — - DBL RIM � + I � � LJ =— 1. I °. I I I , I I : I I •..• I I I I I I . I •• PROPOSED BURIED I I I I all WATER LINE FROM WELL_ r. all —4 — — °� •� � � m m / \ \ O cv MECHANICAL - —I F- -I I f 1 I \ ROOM (5) 14 2.OE�1 -9 iIGROLLAM DRP. GIRDER (5) 14" 2.OE MICROLLAM DRR�. 61RDER \ \ 0�/�CCGN P� S I I i I z \ \ ( g SSL w w l I LLj g (Z) Q Q wlwj _ _ all I o —LL Ln Ln in (2) 11.875 LVL d) O _ O O PROPOSED m \.. FL�JSH HEADER BURIED \ \ \ V j O to o ELECTRIC, LINE - .I �� ,\ PROJECT: iN\ \ \\ \ l UP AL 0 FLUSH HEADER I �� \ o BLETSAS DBL RIM _ — — — — DBL RIM _ (2) 11.875 LVL FLUSH HEADER wvP/ \ RESIDENCE \ \ \ — — — ' — _ — _ (3) 14 2.OE MIGRFLLAMRRP. 61RDER - — — — _ — _ \ vi PROVIDE ANGLED \ ®30 'Yp / SIMPSON HANGER 1 905 WILLOW DRIVE EAST MARION, N.Y. 11939 I � I I • DRAWING TITLE: A PROPOSED STRUCTURAL PLAN 1 \ - - - - - - - '- - - — / \ \ i PROPOSED BURIED-/ I - — — — \ PAGE: PROPANE LINE — — — — — — — — - - S-101000 PROPOSED F — — — — — - SEPTIC LINE - -- -- - - - - J DATE: 04/03/23 15 OF 19 r D ARC P . yf R 9 Q T�O VA PROPOSED FOUNDATION STRUCTURAL PLAN SCALE: 1/4" = I'-O" OE I DRAL Q EXISTINGC TO BE DEMOLISHED hj?777�J PARTIALNEH WOOD FRAME (L.6. STL. 0 EXISTING TO REMAIN �"1HEN APPLICABLE) NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J v M STL. WHEN APPLICABLE) Q :' N V NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL O POST FO4" WALLS WOOD FRAME (L.O. 5fL. WHEN APPLICABLE) (MIN. (2) 2xb" STRUCTURAL } O POST FOR b" WALLS), U.O.N. ; I NEW 2-HR FIRE RATEDL- WOOD FRAME (L.O. STL. Z WHEN APPLICABLE) N O O m ; � � -c O , stn N p nQ 10- � CO W U :D Q� m 4-J U � DN_ - - - -0- - - - - - - - —l} Q v (2) II.S15 LVL FLUSH HEADER V 1 DN. IX�D x r" D/ UOUO O O � zx� x - x - -7. 11 / - COVERED x- PORCH TRP. 2"xb" " ® TRP. "xb" POST POST 5) H+IEADE - - - - - - - - I (2) 11.5" LVL HEADER LINE OF SECOND 2"x8" G.J. I I N FLOOR ABOVE ® Ib" O.G. X�9 DN. w F rl II < I - - - - _ - _ _ - - _ 1 (4) 11.&-75 LVL LUSH HEADER > DW — — - 1 u I W/(5) j" Si i FLITCH PLATES(4) 2"xb" POST (2) 11.5" LVL HEADER —r POST 1 I Q%ITGHEN I DINING ROOM Q Q 1 0 3 ( I i p I I cOmv ® I GREAT ROOM I BATHROOM I t o t o — — — — - I — — — — I I LINEN O O U — — — fil — - -II - - -I- I - - - - IV IL I � II � ® IIi � II II II II Dl- m ® ui �ApESTORAGEI mQ QBEDROOM I m g GAUFERED 0 EILING (5) 11.9,15 LVL FLUSH HEADER W/ (3) 11.87 5 LVL FLUSH HEADER W/ L� kAsAOER ` DN. (2) �" STEEL 1 LITGH PLATES (2) J" STEEL�ItGH PLATES 6" — — — — — — 7, tA BEARING WALL F• BEARING WALL TRP. 2"xb" POST RP. 2"xb" POST d) I TRP. 2"xb" POSTDBL. 2"x4" POST - D OUT S WRAP I iv. O Fi / �ADtiR (2) a.5" LVL HEADER I W/ Ix P.P.P. O O PROJECT: /G a ON. dJ O IL (2) 11.815 LVL FLUSH HEADER lU BEA IN6 - - �--- Q B L ETSAS MUDROOM �p �0 > i 2 9.5" LVL HEADER ®� DBL. 2"xb" POST I PANTRY o f I r V ® CLOSET ]� RESIDENCE cu 2 GAR GARAGE W _ TRP. 2"xb" POST - Qy� 9 �0 -. IL - O ( )_-L�/L-FLUSH-HEAD R O I (2) 11.8"15 LVL FLUSH HEADER > O _ ®NO RM. . F Q 905 WILLOW DRIVE — CL. TRP. 2"xb" POST dq — w �p PAD OUT $ WRAP - ~ T — �— - -A m — I C �, iW Ix P.P.P. I x EAST MARION, N.Y. 11939 � ._ FOYER UP o > ® I6" aG./ DRAWING TITLE: O a \ m OPEN TO m — --i / 1 \ " �O� ® " ® I PROPOSED STRUCTURAL PLAN � � \ ,� I \ LINE OF SECOND � � '� \ FLOOR ABOVE (3) Ib" LVL FLUSH HEADER ~ Q 0 SECOND - W/(2) " STEEL_FLITGH PLATES _ _ TRP. 2"xb" POST FLOORFABOVE ry�P \ \ 13'-6" HIGH CEILING ® FOYER - �vJ DEN (2) 11.8'15 LVL FLUSH HEADER TRP. 2'xb" POST TRP. :2"x6>" POST vi�\ V� \ OPEN TO / ��?�� ��v'`�' ABOVE '� PAGE: NEA S-102m00 COVERED v DATE: 04/03/23 16 OF 19 PORCH o / \ -w / \ (3) '73 LVL DRP. HDR" Q 9.WRAP WITH Ix A%K wED AC? _ u ?37 FROFOSE17 FIRST FLOOR STRUOTURAL PLAN 1 "�� SCALE: 1/4" = P-O" OENERAL 5 'ME30L ' ENI' : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. LLl WHEN APPLICABLE) EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) Q +' LN O) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Y C o WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS � CO Lo WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. , 0) NEW 2-HR FIRE RATED L WOOD FRAME (L.G. STL. O •C � Z c}- WHEN APPLICABLE) 0- o N >, � oc� I 0 0 M -1-i .0 o Lo -�-+ N C Q � a: :2o U (a) m c— +U Q — U) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m I / BALCONY I BL. 2"x6" POST DSL. 2"x6" POST 4:12 _ (5) 11.875" FLUSH LVL HEADERASOVE - OPEN TO I \ l / I _(5) 9.5" LVL HEADER Q I I I I CLOSETFLAT GEILIN6 BATHROOM 3 N aD 0 I la al o BEDROOM 4 la a I Q Q IQ Io t" a a O v 0 O O O v 0 O BATH. 4 1 0 v ` ~ MASTER I? x- I i X� I FLAT CEILIN v O F- �I BEDROOM v iv ® v I U I v N ® BEDROOM U W m m -� 171 x - m SM/QGo I WALK-IN LAUNDRY I CLOSET i ® FLAT jrElLlN&-\ WALK-IN ` ROOM � � • CLOSET _ - _ DBL. 2"x4" POST DBL. 2"x4" POS GL. SM D 2"x4" POST i BEARING WALL (2) a.5" LVL FLUSH HEADER BEARIN WALL _ PROJECT: i - LUSH 2"x10" (2) 2"x10" HEADER Q F� N d - - - - --- WALK-I N HEADER SM/GO O N (2) 2"x10" HEADER (2) 2"xlp-HEADER (2) 2"xl0" FLUSH ) 2"xl HEADER (2) 2"x10" \ \ I I ( / = HEADER HEADERtu t" SM/O•GO CLOSET .� B L ETSAS BATHROOM 2 RESIDENCE \ \ MASTER --- \ v ° BATHROOM v v SM/GO \ \ o 905 WILLOW DRIVE \ \\ EAST MARION, N.Y. 11939 \ \ v IFLAT = BEDROOM 2 Q GEI INC DRAWING TITLE: \ \ I I WALKIIN FLAT GEILIN6 \ g:�2 GLos r OPEN TO UP \\ PROPOSED STRUCTURAL PLAN BELOW \\ \ _ PAGE: \ i i FLAT GEILIN6 \\ 7:12 I S-103m00 DATE: 04/03/23 17 OF 19 LeD ARCyi r � o N 0374 PROPOSED SECOND FLOOR STRUCTURAL PLAN F OF 14�`� SCALE: 1/4" = 1'-0" OENERAssL 5Y1�50L <EY : a EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 WOOD FRAME (L.O. STL. LA WHEN APPLICABLE) EXISTING TO REMAIN NEW FOUNDATION WALL ) NEW WOOD FRAME (L.6. :. N STL. WHEN APPLICABLE) Q +' Lf) O NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V 0 O WOOD FRAME (L.O. STL. POST FOR 4" WALLS CD Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w O POST FOR b" WALLS), U.O.N. w NEW 2-HR FIRE RATED L- WOOD FRAME (L.O. STL. o c Z WHEN APPLICABLE) >1 0 I o O m -� , -c O , � Lo N p nQ � 0- � 0 W D 4-j U � 4� m —I--j c— + AV U� U�6o�R x - x - D8L• R.R. — — — — — — — — — — — — — — Lry — — — — — — — — — — — — 2"xa" R.R. I O v�i I I ® Ib" 0.0. � Q_ v NJP — — — — — — — — — — — — — — — — — — — - - - - - - - - - — — — — — — — — — — J a Irk +r IV aryl DBL. POST TO 2"x10" R.R. 2"x10" R.R. I 2"xa" R.R. I L VALLEY (11'F,) ® Ib" O.G. ® lb, O.G. I I '1:12 '7:12 2'xl0" R.R. �r– _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ® 16" 0.0. - v - - — — - - - - - - - - - - - - - - - - - - - - 1I 2"x10" R.R. to v v p p J '1:12 � o o� r 0 a r — — — — DBL. POST TO x ® x RIDGE (TYP) N DBL. POST TO RI RIDGE (TYPJ DGE 2"x10" R.R. 101 W �J DBL. POST TO ��'s r RIDGE (TYP.) O ® x I I `��1 0 (2) 2"x12" RIDGE (2) 2"x12" RIDGE r- 0 1 1 j I 2"x10" R.R. I I W DBL. POST TO I ® Ib" O.G. RIDGE (TYPJ may?„ I 7:12 (2) 2"x12" RIDGE �:1� � I I PROJECT: ri O o �J o �� I BLETSAS x- RESIDENCE "RR• I I �ry II 905 WILLOW DRIVE �. EAST MARION, N.Y. 11939 09*x - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ry®�� DRAWING TITLE: 2"xa" R.R. 2�caR �\O„ PROPOSED STRUCTURAL PLAN ® Ib" O.G. ® Ib" O.G. oQ'Q' (2) X\0„ RR �. 2 \6,. pG 3:12 iv ® N o ,s% PAGE: S A _10 Ad 000 ry ry DATE: 04/03/23 18 OF 19 q,EO ARCJ po c�,s� PROPOSED ROOF FRAMINO PLAN SCALE: 1/4" = 1'-0" F01= 0y Q 0 J p Q Lf) O O � CO 4" FRESH AIR VENT _ w J Lo L THROUGH ROOF o � 0� >- OI d 1T— Z Cr 3"I O p I 1 p YN >, D U I c :3 cO 2„ _T_ � T_ -- r--------1---r---- 2" BATHROOM 2 _c O m 4-0 Lf) I I I I I LAUNDRY I BATHROOM 4 I I BATHROOM 3 1 I 1 1 1 1 Q :20 1 I M. BATHROOM I I WATER I I I I 1 1 I I wr I I GL. I ROOM I I I I I I I I O 1I I I I I I I I I 1 I I I p I I 2"1 2,1 2I I 2"I 21 I 2 1 2..1 I I 2"1 2��I IL I I I 1 I I I I I I I I I I p I 1 I I I I I 1 I I I I 1 PROVIDE "ABE500 FP200 FR z 1:211 2 I 1 12" I 1 2 1 1 1 1 2 I 1 EXPANDING FOAM" (OR EQUAL) I I I I I I AT ALL PENETRATIONS IN FIRE lu RATED WALLS AND 1 W G W`t I WG WF 1 W FLOORS/CEILINGS. PRODUCT T e — I- " I I 2' ISHOWER 1 I I5HOWER ISHOWER 1- � I CONFORMS TO ASTM E 814, I ISHOWER v I TUB I I VtP SHER 1 1 I ASTM E 84,AND UL 14"14 G.O. :2 2" 2" 3.. 2" 3.. 1 2" 3.. G.O. m W 2" ------ --T---- 211 ___ ----�-- ---i--- 1 I --------T NOTE: r-------1--- DEN i BATHROOM I I I I 1 1 1 ALL PLUMBING WORK • 1 KITCHEN I I I I I I SHALL CONFORM TO I I I I I I POWDER ROOM I I I 1 I I I I LOCAL PLUMBING CODE 0 121, 12„ 2"1 I 2"1 2"1 2"I 2..1 1 I I I U N I I 1 12" I 1 I I AS REQ'Dl J 1L PROVIDE F.A.I. X DW I-14, 1-�" ISHOWER G.O.I 2" 4" I- � .O. 0.0. �� e WWGI HOUSE MAIN DRAIN C.O. 4w TO SEPTIC X =Mr— SYSTEM ATTIC/ROOF m Q m NOTE: Q, ALL PLUMBING d O FUEL GAS WORK O SHALL CONFORM PLUM31 A1C R I SER - DRAIN / NASTE / VENT ILTO LOCAL PLUMBING CODE d Q FUEL OAS O SCALE: NTS k) Lu m PIPING PENETRATIONS: I. PROVIDE "ASESGO FF200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALL5 AND FLOORS/GEILINC6. 2.PRODUCT CONFORMS TO ASTM E 814,ASTM E 84,AND UL 1474 KITCHEN tiO J F Z w w RANGE U m IL > O "' O � _ GAS SUPPLY luQ _ `� m Q w O m TO BURIED Q Q m -------------- VERIFY SIZE WALL HUNG TANK Q= -� w w/MANu. BOILERRA�TITER PROJECT: 1 Lu HEATER m o MASTER BATHROOM WATER LAUNDRY BATHROOM 4 � BATHROOM 3 BATHROOM 2 BLETSAS IL GL. ROOM I NOTE: RESIDENCE I ALL PLUMBING WORK O 1 SHALL CONFORM TO w I I I I I I LOCAL PLUMBING GORE m III III III ( III III qa qa i iQ i iQ Q� qa i iQ I qa i iQ qa i iQ 905 WILLOW DRIVE I 1 I A) v I 1 :0 1 I A) v 1 1 I ix v 1 I JK v LEGEND CAS R I SER - SUPPLY EAST MARION N.Y. 11939 1 I =1 I 21 �v W.G. =1 1 = z1 I I I 1 1 p� A) ji1 I� I A) W.G. v IIU v W.G. - f I� �I W.G. - v v 1 1 v I I - I .� - 1 1= m - I .v - 1 I' m 1------ 1 HOT WATER SHOWER I� m i� - 1 1= SHOWER - 1N m I= SHOWER n 1= SHOWER SCALE: NTS DRAWING TITLE: RADIANT FLOORS I c\v I c\v I �� �1 :n c\v I :� 1 �1 .N c\v I �1 :N N I :� SUPPLY —____1-___------1------_---1 '—_—_— _ J _ _ _ l.____L__________L ' ________x__1__________1 ____---__--J__________J LD WATER L.._.._..-.._.._.._l.-.._..-..-.._.._..1.._..-.._ _.-I.--._-__�--- __._..L.._.._.._.I._..-.._.._.._.._..5._.._.._..1.._..�.._..1.._..-.._..-.._.._7.._.._-._.l_.._.._.._.l_.._..-.._..-.._..J.._.._.._..J f'--'-----I APPLY - ---_---- 1 PLUMBING RISER DIAGRAMS O KITCHEN DEN I BATHROOM I POWDER ROOM PROVIDE "ABE500 FF200 FR GAS RISER DIAGRAM O I EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE IL I RATED WALL5 AND In FLOORS/CEILINGS. PRODUCT K 04 CONFORMS TO ASTM E 514, II4 I I I ASTM E 84, AND UL 147PAGE: I I I I I I I I I 3 INTERIOR SHUT-OFF 1 1� I I�3 I - I 9 I K I - V FOR HOSE 516 I Iv =1 Iv $ K I �v I =I I 3: =1 P-101000 RADIANT FLOORS cvl In ivl I� n -QI :Q I N� �ry SHOWER Nj �� m it1 In m NEW FREEZE PROOF HOSE BIB 1 1 DW —1 I I —�� —I I —I I W VACUUM BREAK FASTENED ------L -- ---L__________L -------L_J-____—___—JJ w/PIPE FASTENERS (PRECISE —.-_..—..-1._.._..—.._.._.._.-_.._-._..L.._.._.._..—.1._.._..I ..—.._..—.._.._..1.—. _..--—L.—.._.._. —..L.._.._.._..I—.._.._.. LOCATION T.B.D. IN FIELD - CONSULT W/OWNER) DATE: 04/03/23 19 OF 19 13R� Lu w _ m I m w - TO PRIVATE tu 1 WELL wrz J� �am muJm Okn y!< �3 45 �O FLUMBINO RISER - SUPPLY' SCALE: NTS \ / NOTES 4 SFE(�I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL 5TANDARDS FOUNDATION, CONCRETE, AND MASONRY ABBRE ll I AT I ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH 02 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. GONTRAGTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT ---- - -- --- -- ---- - ----- IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT D D ----- - TOGETHER AT ALL TIMES. IT IS ALSO THE GONTIZ4�TOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION PRESCRIBED HEREIN. WHEN IT GAIN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF - a SPECIFICATIONS,AND BE FAMILIARIZEC>WITH THE PLANS PRIOR TO WORK �� - - - - ---------------- 2. ALL LUMBER IN CRAWL SPACES TO BE 15 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR _ GENERAL 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR --- ----_ � ___ - _ _ _ _ Q I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2, ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL �BLDG. BUILDING - I IF---- APPLICABLE (1000 LBS) l O APPLICABLE BUILDING DEPARTMENT. 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENT5 OF THIS DOCUMENT ___ _ __ _ _ w PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"x6", UNLE55 (I) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BM �EAM MANU. SPEC.'s MANUFACTURER'S SPECIFICATIONS 2. ALL E CONSTRUCTION CONDITIONS, I HALL BE PERFORMED IN A WORKMAN LIKE MANNER. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNCIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS _ - _ � _J cc ) ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING APPLICABLE AS A DERIVED WORK). 4. FOOTINC75 TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 FO. BOTTOM OF �1MAX. MAXIMUM 5TRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. �OT. BOTTOM ME17 < i Loi n 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR __ ___ ___ _ ___ _ __ -___ --------- --- --- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES EQUAL. i. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, -_ I, MECHANICAL � OT NOTED PREFABRICATED WOOD I-JO15T5, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. ____________ ____ __ C) AND AUTHORITIES HAVING JURISDICTION. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM .. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL 5HALL BE PLACED AGAINST FOUNDATION WALLS ---- -_ _-_- ---- _ - _-- O OF THE OWNER/BUILDER RULES SPECIFIED IN 1.1 THROUGH 1.5. UNTIL I� TIER OF FRAMING IS IN PLACE. G.J. CEILING JOIST - - NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ia88 �a-' � � C9 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUB5, �� i r- U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER SHALL BE IDENTIFIED -------_------ _ ______ a- '- I- 5HALL BE CLARIFIED WITH THE ARGHITE:GT/EN6INEER BEFORE PROCEEDING - CU Cfl � 1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING BY THE GRADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AOENGY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED WITH THE WORK. CONT. CONTINUOUS O.G. ON CENTER l WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. _ _ ---_____.__ ___.__ --____ - I __ _ _ _ __ _ ___ �, � � 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE I ------ 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE GRADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR Q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. DBE. DOUBLE ] OCG. FOCCUPANCY O m -Z Q0 UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. �_„ _.- ----- ---- ---- - -- _ - - --- O Q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE I DFE DESIGN FLOOD ELEVATION I[PBFE PRELIMINARY BASE FLOOD ELEVATION � CV C6 Lo F.T. EQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-clq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 I__- _- _________ ' � .. 7. CONTRACTOR TO VERIFY DIh�iEN510N�i OF FOUNDATION WITH FLOOR PLANS - - - ---- - - -- - - -- -1 =_- - O BEFORE THE START OF FRAMING DAYS OF 4,000 P.5.1., U.O.N. DIM. DIMENSION - J P. GONG. POURED CONCRETE Q r- a' 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET � ON PAGE 6-005. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROV1510N5 OF ANSI/ALTO A 150.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. D.J. _- DECK JOISTS PL. PLATE 1 ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER _____ ___ Q. DO NOT SCALE DRAWINGS, FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN �-..__---- - WRITTEN DIMENSIONS TAKE PRECEDENCE EA. EACH PLYWD. 1PLYWOOD _ � ^ ` APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: A55EMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. ______ _ __ _ ___ w WOOD (-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 - _ ---- � - - 10. OWNER/BUILDER ARE RESPONSIBLE FO R ALL INSPECTIONS, APPROVALS, II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY CR COMPLETION AND U.L. APPROVAL NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS (1) WALL TIE PER (5) 50. FT. If -� - - - 1 DOCUMENT,THE GOVERNING BUILDING GORE AND ANY ADDITIONAL EQUIP EQUIPMENT , REO'D REQUIRED 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA _ ------- 12. EXTERIOR 5HEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE - --- ------- --- 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES i AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G. TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. � EXISTING RI � RISER PERMISSION FROM THE ARCHITECT. _---------- -- _ - - -__---- -- ____ __ _-----___-- 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR A55EM5LIES EXT. i1 EXTERIOR RM. ROOM 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF -HE WORK AND IS 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. I-------- _. - - _ ' ` UNSUPPORTED EDGE 5EAM5 OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER 5HALL MEET THE PROVISIONS OF �r v RESPONSIBLE FOR DESIGN INTENT ONLY. A5TM P5456 STANDARD SPECIFICATION FOR EVALUATION OF I F.A.I. ,,FRESH AIR INTAKE j, R.R. 1�00F RAFTER - FROM FOOTING TO 2 ABOVE FINISH GRADE. -- - ------- -- - 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OGCU=ANGY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES - - EXCEED &-O" AND AT EVERY &-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL R:EQUIR:EMENT5 AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO FAR I FLOOR AREA RATIO ��STL. STEEL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. - GONGRETE SHALL BE PLACED ON FROZEN SURFACES. --- TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR 51-ALL REMOVE ALL 15. TOP_ -- FRESH AIR VENT S.V. SMART VENT J 4-j 6 005.PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 15 PREFABRICATED WOOD TRU55E5. A55EMBLIE5 U51N6 PREFABRICATED 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY F A V --"-- - 14. THE CONTRACTOR SHALL KEEP PREh II5E5 REASONABLY GLEAN AT ALLIn RUBBISH, WASTE MATERIALS, TOOLS, ET..., GLEAN 6LA55 AND LEAVE WORK -- WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT THE FF FINISHED FLOOR TBD TO BE DETERMINED ' BROOM GLEAN. 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS A5 ARCHITECT/ ENGINEER. F E EV �i, ` - 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL NECESSARY, SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND F L J FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DE51ON DRAWINGS, -- - -�- _ ------ ------- -- - r 1 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES WHERE EVER APPLICABLE. `J c AND ORDINANCES. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. I F.J. I FLOOR JOISTS �� THK. [THIGK IQ. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO SEA -- - - -- ---- -- --- ---- - --- - ----_---__-- 16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. J FOUNDATION T.O-W. TOP OF WALL 1 0) GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK ---------- THE COMPLETION ON OF PROJECT. FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 05-1 SPECIFICATION FOR 6YP5UM LATH, OR A5TM G-19 I FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION 1 Tr ll TREAD COMPLETION OF PROJECT. - ___ ---I[--- _ J�- ___ � < - - CONCRETE SLABS TO HAVE 6x6 10 10 WELDED WIRE REINFORGIN6. SPEGIFIGATION FOR GYPSUM SHEATHING BOARD. -- --- - ---- I'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, la. AT ROUGH OPENIN05 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED ; FR. FRAME l'1'P. 1�TYPIGAL n 1 AS PER PAGE 6-005. I.-1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL lL ARGHITECVENGINIEER, AND THEIR AGENTS AND EMPLOYEES FROM AND AS IN SOLID 6 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8' - - - -" -- - - ---"--- " -- AGAINST ALL CLAIMS, DAMAC,E5, LOSSES AND EXPENSES, INGLUDIN6 MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED LAS 20 P.T. SPEGIFIE5 PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. I- - J -- _------ - -_ -- Q DEEP 4 3-O BELOW GRADE. ATTORNEYS FEES ARISING OUT OF OR 1zESULTIN6 FROM THE PERFORMANCE OF I FOOTING VERT. �VERTIGAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. l TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS ---- - -- - 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO - -.--- ----- ---- -`-- -- METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD SITE WORK I GYP. BD. GYPSUM BOARD I V.I.F. VERIFY IN FIELD Am ITSELF INJURY �L DI OR NG THEE L055 OR USECTION OF GRESULTINO THEREFROM). (B)THAN 15 CAUSED IN CONTRACTOR IS TO INSTALL RE. ALSO, HARDWARERTEHAT 5 USED SPIECIFIED Y LUMBER, T. LUMBER 1.5.1. MEETTHE PROVISIONS OF U.S. DEPARTMENT IN O APPLICATIONS G COMMERCE SHALL I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR fH.D. I�HOLM I WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE SCREWS, FLASHING, ANCHOR BOLTS VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND _ _II �,►^�� 1 WITH L DOWN et MANUFACTURER SUCH AS: HANGER5, NAIL5, 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE I5 A DISCREPANCY, - - - --- - -- --- GONTRAGTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE GLARIFIGATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. HDR 'I HEADER I WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR Ir -- --- �1 ------ -------- I ------ - ---_-_ BE LIABLE REGARDLE55 OF WHETHER 0R NOT IT IS CAUSED IN PART BY A WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. I HNGR HANGER ZR I ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING - -- --- -- -- �'._ --------� 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRU55 JOIST MGMILLIAN LOIE MIGROLAM SITE. STOCKPILE ALL EXCAVATED MATERIALS. �HOR. HORIZONTAL �I B. OEORGIA PACIFIC 2.OE 6-P LAM 1.6.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND - ------- - - .-.--- _-. _---- -__----_--_-.---_-__ BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL ION5 SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE: WITH THE DRAWIN65, 5PECIFIGATIONS, A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS ALL TO BE INSTALLED A5 PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ¢ AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR LINSULATION 4 FENE5TRA71 ON REOU I REMENT5 AUTHORIZATION OF THE ARGHIT'EOVEN&INEER. 22. I-JOIST FLOOR SYSTEMS SHALL TI IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING. -- FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S lb.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWING5 PROPOSED DESIGN I CODE PRESCRIPTIVE VALUE $ Z NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY COMPONENT COMPLIES PERTAINING ARE TO BE FIELD VERIFIED. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 6LA55 WINDOW5 AND DOORS VALUE CITATION (PER 2020 NYSECCC) O 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL EVALUATION REPORT. I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. N NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE - --- --- --.-s. --4-- --- - --- - -_ --------- --.-_ Ln 20. CONTRACTOR TO REMOVE # RELOCATE AS REQUIRED ALL EXISTING WORK �MAX.U-VALUE - 0.52 OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER VpL O2 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC, CLEARANCES ARE PROVIDED. FENE5TFATION U�=VAL A19 LEAKAGE ■�d.3oZrM 5/ 1�'MAXIAIR`LEAKA6E =-O.50-C,Fi�VSP /'\/� YE'S EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPEGIFIGATION FOR 1 PER R4O2.4.5 d TABLE R402.1.4 -CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL051C FIBER INSULATING BOARD. 3. ALL 5LIDIN6 6LA55 DOORS, 5KYLI5HT5, AND ANY GLA55 UNIT INSTALLED -- -- " -- -- w SPECIFICATIONS, UNLESS NOTED OTHERWISE. !MIN.R-VALUE = 4q ' HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, CEILING R-VALUE R-49 SPRAY FOAM INSULATION �g � PER TABLE R402.1.2-CLIMATE ZONE 4 22. PROVIDE FIREBLOGKING AS PER NE'.W PORK AGGESSIBILITY STANDARDS. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE 1.55.STRUCTURAL APPLICATIONS SHSTRUCTURAL PANEL SIDINO ALL MEET THE REQUL PANEL IREMENTS OF U.S.INO USED INUNLE55 OTHERWISE NOTED. - - - - - _ _ -- - 0 MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH EXTE.IOR(2'X6),WooD R„21"'BA-f iNSUCATIo&- , -'-.--/`I MIN.R VALUE 20(GAVITT)_�\ � p 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED MANUFACTURER'S SPEGIFIGATIONS. FRAME WALL R-VALUE !!�PER TABLE R4o2.r.2-CLIMATE ZONE O UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 (P5- 1),THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL __,__ ___ HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE COPYRIGHT PROTECTION ACT OF 19Q0 (•AWGPA), WHICH HAS SEVERE PENALTIES. REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION MIN Fz-VALUE = Ia F- OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW PORK STATE FLOOR R vAl!lE R-3a BAT IN�ULAT 1 PER TABLE R4o2.I.2 LiFtATc OhIE �/� ' O REPORTS. v' . ✓� NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. ENERGY CONSERVATION GOhlSTRUGTION CODE. _ ___ Z 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL MIN.R-VALUE = 13(CAVITY) AT INTERIOR OF WALL 1 O N CODES AND REFERENCE STANDARD: 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR BASEMENT WALL R-VALUE R=I5 BATT INSULATION m INTERIOR ! YC� to I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NIEW YORK CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'1. „ 1 PER TABLE R4o2.1.2 -CLIMATE ZONE 4,NOTE(c) N ZO ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. _ STATE BUILDING CODE, 2020 NIEW YORK STATE RESIDENTIAL CODE, 2020 NOTES, AND TABLES ON PAGE 6-003 4 0-004. THE FASTENING 5GHEDULE - -_..-- m v 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING 'T. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL GO�•IPLIANCE STATEMENT: H D N HEX BOLTS AND SCREWS (INCH SERIES). TO THE DL-S7-OF W KNOW!Er7GF;OEL!E=i=,ANt7 PR.0I=ESS10NAL vt5C-MF_NT;Tlit~SE_PLANS A1kn_SP1=GiPIGAtION:3-ARr=JN- /�`••--�'��-- �. z 0 STATE ENERGY CONSERVATION GONSTF UGTION CODE. SPECIFICATIONS ON THE FLOOR PLANS 5HALL SUPERSEDE THE FASTENING 5GREEN5 AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. w N COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION GORE USING GRAFTER 4[RE]. ,..i O 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LA6 SCREWS OR LA6 BOLT5 5HALL COMPLY WITH ANSI/ n 5 I p 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEG.'s). A5ME Bh8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 8. ALL 6LA55 IS TO BE FRE= OF SCRATCHES AND IMPERFECTIONS. 6LA55 H Q 1 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. O z Q I CONSTRUCTION MANUAL BY THE AMERIGAN FOREST +> PAPER ASSOCIATION HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. L> _ ; a I 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES (AFdPA) AMERIGAN WOOD COUNCIL (AI^IC). Cl. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN � ° WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, 5TANDAR12 FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TREATED WOOD E FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH -- le PLUMBING GORE. WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. THE ACTER1TERI5TIG5 OF THE ANDERSEN WINDOW SPECIFIED. THE N N SECURE w/ (2) I/2" ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® GHARAGTERISTIGS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 SIZE AND Q 0 C POSTING 0 G.M.U. WALL 5EE PLAN FOR REOUIRED REINFORCING (6 MIN. 16" GAGE ARE SPECIFIED, REQUIREMENTS. -- p o 0 MINIMUM ASTM A653 STRUCTURAL QUALITY I 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'1 NATIONAL ELECTRIC WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER MEAL GONNEGTOR5 SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TABLE R501 .7 CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIR.EMENT5 OF THE C70VERNINO BUILDING CODE AND ANY TEMPERED 6LA55. CLIMATIC, $ GEOGRAPHIC DESIGN CRITERIA PROJECT: CONSTRUCTION GORE. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURERS I ALLOWABLE DEFLECTION OI= STRUCTURAL MEMBERS -- --- --- CODE EVALUATION REPORTS. -- --- - - GENERAL WIND PROTECTION CONNECTION NOTE5; STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) +> ANCHOR BOLTS, II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. I U.O.N. WITH TOP GAPS 0 STEEL COLUMNS TO BE MIN.4" BENT PLATE V' LONG GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ------ --- -- - ---- GROUND SNOW LOAD 25 LBS ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 166-i STANDARD CONSTRUCTION;S5TD 10-51 AND 2018 SE30 HIGH WIND EDITION WOOD FRAME w/6" RISE 4 U.O.N. /4"� BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. MISSILE TEST OF 1. OASTM ACEEICIC1 AND ASTM E O NI MODIFIED TI 20HA NY5 BG 5TRUGTURAL MEMBER ALLOWABLE BASIC WIND SPEED 150 MPH B L ETSAS SET 6 D15T., U. .N. - ADDITIONAL INFO. IS FOUND ON PAGE G-003. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET CONSTRUCTION DEFLEGTI ON RESIDENCE I. A CONTINUOUS LOAD PATH BETWEENI FOOTINGS, FOUNDATION WALLS, 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR _-_ __-_- _ - - - _ - - --- FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. 6YP5UM WALL BOARD SHALL MEET THE REQUIREMENTS OF THE C70VERNINO BUILDING CODE ANSI/DA5MA 115. RAFTERS HAVING SLOPES GR:EAT'ER THEN 5/12 EXPOSURE CATEGORY B I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL R:EQUIREMENT5 A5 SET FORTH IN THE I' L/ISO -- 12. AS AN ALTERNATIVE TO NOTE II ABOVE WOOD STRUCTURAL PANELS WITH 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT COMPOUND METHOD. MANUFAGTUR.ERS GORE EVALUATION REPORTS. � W/ NO FINISHED CEILING ATTACHED TO RAFTERS �I, ' SEISMIC DESIGN CATEGORY B INCLUDED IN THE STANDARD BUILDINlG GODS, SECTION 2306 OF IBC SHALL A THICKNESS OF NOT LESS THAN a AND A SPAN OF NOT MORE THAN 8 SHALL BE USED IN ACCORDANCE WITH MANIUFACTURER's RECOMMENDATIONS. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 2.2.'1. 50REW5: SCREWS SHALL COMPLY WITH AN51/A5ME B 15.6.1 BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR WALLS d PARTITIONS H/I80 OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE WOODSGREW5 (INCH SERIES). ___ WEATHERING SEVERE 905 WILLOW DRIVE ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 3. METAL PLATES, CONNECTORS, 5CREW5, BOLTS AND NAILS EXPOSED DEEMED APPLICABLE. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED A5 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE i FLOORS d PLASTERED GEILIN65 L/360 ! FROST LINE DEPTH 3'-O° EAST MARION N.Y. 11939 AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. 3. 5/5", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON CEILING AND WALLS R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT -- (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING MECHANICAL CONNECTIONS: ON THE BUILDING. - TERMITE MODERATE TO HEAVY ' SHEATHING AND 51DIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL DRAW__I NG TITLE: PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS CONCRETE PANELS OF 5/,5" THICKNESS MINIMUM. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE EXTERIOR WALLS W/ PLASTER OR OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING _ GENERAL NOTES 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES, CORNERS,AND EDGES SHALL BE I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 5. RIDGE 5TRAP5 SHALL BE ATTACHED TO EACH PAIR OF OPPOSING TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 2• THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC REGULATIONS. ENERGY TABLE RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. BY SIMPSON MANUFACTURER. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. STRUCTURAL DESIGN CHARTS RAFTERS. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY RE EXCEED VALUES - 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. 11 HAVE GLEAN OUTS AT ALL GRANGES IN DIRECTION - - -- ALL OPENINGS. INDICATED IN SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL R P P G TO 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL WASTE PIPES. LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY SIMPSON '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER i I I6" WITHIN 4' OF EXTERIOR CORNERS. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED FOOT. STRUGTUR,�L DESIGN J.-O�tDS PAGE: I 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED ELECTRICAL: 5. INSTALLATION PROCEDURES 5HALL ALWAYS BE CARRIED OUT AS PER 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM MANUFACTURER 5PECIFICATION5 OF THE PRODUCT BEING INSTALLED. - DISH WASHER.........................................2" - USE 1 LIVE LOAD FP�A�L���A OF g" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE TO 2011 NATIONAL ELECTRIC CODE, NFPA 'tO AND 2020 NEW YORK STATE - KITCHEN SINK........................................21' -_--„ -0 0 ' e 0 I PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ENERGY CONSERVATION CONSTRUCTION CODE. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - LAVATORY...............................................2° EXTERIOR BALCONIES 40 psf 15 sf BOLTS SHALL HAVE A MINIMUM EMBI=DMENT OF T' IN CONGRETE/MA5ONRY SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - 5HOWER/TUB..........................................2" P P FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS .... 2 DECKS 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON TOILET... . ................................................ AND AT SPACING NOT EXGEEDIN6 4' ON CENTER. COMPLETION OF WORK. '1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - LAUNDRY ................................................. 40 psf 15 psf ARCHITECT - FLOOR DRAIN....... 3 PA55ANGER VEHICLE GARAGES DATE: 08/26/24 2 OF 19 ASPHALT ROOFING 5HINOLE5 3. SMOKE DETECTORS, N CONFORMANCE WITH NFPA'12: 50 psf AS PER PLAN I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING GENERALLY,VERIFY OR PROVIDE HARD WIRED 5. ALL CONNECTORS SPECIFIED AS A SIMPSON TOP MOUNTED BEAM 6. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4 p 5HINOLES.OR APPROVED EQUAL. SMOKE DETECTORS w/ BATTERY BACK-UP IN: HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED THROUGH ROOF. i BEAM HANGER ONLY ALONG WITH 5PECIFIGATION5 L15TED ABOVE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") I 10 psf 15 psf 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE A. EACH 5LEEPIN6 ROOM 1. PROVIDE FROST-PROOF HOSE 5I55 WITH EASILY ACCESSIBLE DRAIN E - NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE DRAIN GOOKS AS REQ'D. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW ATTICS WITH 5TORA&E (MAX CLEAR HOT > 42") I 20 psf 15 psf B. OUTSIDE OF EACH SEPARATE SLEEPING P P ,, AND WATER BARRIER FROM EDGE OF E:AVE TO 24' INSIDE EXTERIOR WALL PROTECTION. , , "%P, LINE. 3 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. AREA IN THE IMMEDIATE VICINITY OF • s� -z THE BEDROOMS (GENERALLY THE HALLWAY) INSULATION 8. WASTE FROM CLOTHES WA5HER5 AND LAUNDRY TUBS ARE TO BE PROVIDED ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf p?. < - " .��r J ,,. "a 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF WITH BACK FLOW PROTECTION. •. ''_�;, , I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED s �' I CONSTRUCTION. C. EVERY LEVEL OF DWELLING FIBERGLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf ' q>A,„' .-t" (BA5MENT, FIRST FLOOR, $ SECOND FLOOR, ETC) a. THE WATER SUPPLY AND SANITARY SYSTEM 5HALL COMPLY WITH LOCAL _ (I",�e'.",; 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S FOIL TO BE PLACED TOWARD WARM SIDE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. SPECIFICATIONS. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION STAIRS ! 40 psf 15 psf , 'A MECHANICAL, FUEL 6A5: WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR " o_„e" 5. NAILING OF ROOFING SHALL BE TO CODE. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBING. GUARDRAILS AND HANDRAILS 200 psf 15 psf C " 1- " i. ' I. MEGHANIGAL AND FUEL GA5 SYSTEMS SHALL COMPLY w/ THE FOUNDATION WATERPROOFING. - Q °•-'`° .'s r, 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE NY5 MECHANICAL CODE AND FUEL OAS GORE II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. . .,, ",, NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED Z•A ," , " PERMITTED 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC R.,,A;.:F= v",- ;� - 41 R-50 FOR FLAT GEILIN65 P ° ' p 15 psf FOR OATH. '� ":` -1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR - 8.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 2:12 PITCHES TO 4:12 PITCHES - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION ---- --------------- ---------------- - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION "ALL STRUCTURAL DESIGN CON5IDERATION5 ARE IN CONFORMANCE WITH 8. ASPHALT 5HINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 5.25" R-21 FOR FLOORS A5GE '1-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. FOUNDATION PLAN NOTES --,SEE FAOE A_ 04 .� '���HWL OE I DER J`t�L SNr�50L E)," . UNDER-FLOOR AREA VENTS ( TYPICAL BATHROOM NOTE: O NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER 17 1, WALL BOARD 2020 IRO R405; INSTALL AS PER MANU. SPECS WITHIN 3' I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN - NEW PARTIAL HEIGHT d OF BUILDING CORNERS. PROVIDE WELL5 W/COVER5 AT ALL BATHROOMS X STING TO BE DEMOLISHED ,,,,� ., WOOD FRAME (L.G. 5TL. Q GRADE 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND WHEN APPLICABLE) FREEZE PROOF HOSE BIB: TUB SURROUNDS NATURAL LIGHT 8 VENTILATION NATURAL LIGHT VENTILATION EXISTING TO REMAIN 0 O 2. SHOWER FLOORS W 2 FASTENED w/MASONRY ANCHORS (IFFECISE ( E NEW FOUNDATION WALL 2.1. NEW TILE FINISH (H. .O TO SELECT) UPON (HABITABL SPACE) (HABITABLE SPACE) . .NEW WOOD FRAME (LG L_j LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) > cu 2.2. CONCRETE MUD-SET(SLOPE 1/b" PER FOOT 5TL. WHEN APPLICABLE) ��� J WATER METER: TOWARDS DRAIN) UPON FLOOR AREA 33q S.F. FLOOR AREA 165 S.F. I/ 2.5. WATER PROOF MEMBRANE TO COVER 5HOWER NEW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL V a Ln O3 I. INSTALL NEW WATER METER IN BASEMENT ( FLOOR, WRAP DRAIN 4 ATLEAST 18" UP WALLS " 2.SEE AL50 PLUMBING RISER DIAGRf�M � BEDROOM 6 % REQ. S.F. PROV. BEDROOM 'I % REQ. S.F. PROV. El POST FOR 4" WALLS � b7 3. INSTALL AS PER NYS PLUMBING 0017E WOOD FRAME (L.G. STL. NEW LAUNDRY ROOM: LIGHTING;MIN. 5% L16HTING;MIN. 8% WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O I. NEW WASH /DRY HOOK UP POST FOR 6 WALLS), U.O.N. � '- DOOR NOTE: > 18 OF FLOOR AREA 2-1.1 S.F. 28.1 S.F. OF FLOOR AREA 13.4 S.F. 14.1 S.F. - 7 c �,�\\ - O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ( 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s VENTILATION;MIN. VENTILATION;MIN. NEW 2-HR FIRE RATED S1� .J W Li) C9 ON PLANS BY 'JELD-WEN' (OR EQUAL). > w/SIZE OF EQUIP. 4% OF FLOOR AREA 13.6 S.F. 15.5 5.F. 4% OF FLOOR AREA 6."1 S.F. "1.? S.F. `'' WOOD FRAME (L.G. 5TL. O O a) z O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ( S.PROVIDE HOOK UPS AS RE:Q'S PER MANU. WHEN APPLICABLE) a i ON PLANS BY 'THERMATRU' (OR EQUAL). > Ccc6 (.0 3.NOTE DOES NOT INDICATE EACH NEW DOOR �> DRYER EXHAUST NOTE: � G Ox 4- CV PROPOSED;SEE ME51ONATIONS 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR O I. DUCT SHALL TERMINATE TO EXTERIOR 0 (9 WALLS,U.O.N. > 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY _c O m °.� r- 5. INSTALL AS PER MANU SPEC.'s ( OPENINGS 4-J N Lf) 6.PROVIDE (2) 2"xlO" HDR., U.O.N. > 3.DUCT SIZE AS PER MANU. c 0 C6 c 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING 4.DUCT SHALL BE EQUIPPED w/A SAGKDRAFT DAMPER Q ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5. TR.AN51TION DUCTS SHALL NOT BE CONGEALED WITHIN OSTAIR a RAILING NOTE: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 5 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10� CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Tr - RISERS SHALL BE CLOSED SHALL BE LIMITED TO 51NGLE LENGTHS, NOT TO cA n ' 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL EXCEED 8 FEET AND SHALL BE LISTED AND LABELED W IN ACCORDANCE WITH UL 2158A. NOT EXCEED THE SMALLEST BY MORE THAN J". � 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK R161D 3. HEADROOM IN STAIRWAY5 SHALL BE AT LEAST 6'-8". > METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: ( RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. > DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 62'-1" 71 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN.( SCREN5 PROP05ED ELECTRIC 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2-1" M;1. '1, MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER SERVICE TO POOL 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ( LOCATION TO THE WALL OR ROOF TERMINATION. THE HOUSE 63'-Oy2" ONE SIDE OF EACH FL16HT OF 5TAIR5 CONTAINING FOVR MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 -� ^�/ v-�--� U ■ OR MORE RISERS, AND WHERE SHOWN ON PLANS. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH qo°6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES PROPOSED WA5TE LINE - - - -- - - - - - - - - - - - - - -( - _ - - - - - - - - - - - WALKIN6 SURFACES LOCATED MORE THAN 30 ABOVE NOT INCLUDE THE TRANSITION DUCT. FROM POOL HOUSE I; FINISHED FLOOR OR &RAVE, 4 WHERE SHOWN ON PLATS.1. 4 2" HIGH G D E iP A G UARRAIL 4 SPINDLE I N G NOT TO .° - - - - - - - - - - - - - - - - - -- -- --- - - - - - - - - - - - - - - - - - - - - -- - -- -- - 4'J m W ALLOW PASSAGE OF A 4" -P SPHERE;36" H16H THERMOSTAT: / m HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW �> Iq 1. PROVIDE THERMOSTAT FOR(4) ZONE5: /, / - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - PASSAGE OF A 4" 0 SPHERE. ( - ZONE 1: BASEMENT FLOOR \\11 &. 6RIPPABLE RAIL AS PER CODE. > - ZONE 2: FIRST FLOOR q. RAILING TO BE WOOD. - ZONE 3: SECOND FLOOR �� / / / - - - - -i -- - - - - -- -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --- - - - - -- - - I :p - ZONE 4: SECOND FLOOR MASTER SUITE / / 4'-3" 6'-O" --4'-3" q'-3y2° 40'-5y2 U WINDOW NOTE: /> 2. H.O. TO SELECT MODEL; INSTALL AS PER O I. ALL NEW WINDOWS 4 DOORS SHALL. BE WEATHER SHIELD MANUF. SPECS CASEMENT, DOUBLE-HUNG, OR GLIDING (A5 NOTED). 3. PROVIDE ADDITIONAL THERMOSTATS WITHIN / / / / m< j INSTALL A5 PER MANU. SPEC.'S. ( SPECIFIED ZONES ABOVE FOR DEN AND ALL / / / - - - - \ • 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; BEDROOMS SEE DESIGNATIONS 4 WINDOW SCHEDULE. C 3.FOR SUBSTITUTIONS,SEE NOTE # NEW EXHAUST FAN SHALL BE INSTALLED WHERE q IN 6LAS5 WINDOWS n1 O VENTILATION 15 NOT MET BY MEANS OF NATURAL AND DOORS ON PAGE 6-002. (9 CIRCULATION THROUGH WINDOWS OR DOORS TO / / / /' / W 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HIKE . OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION / / / m / / ���'\ jo 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH / / \ ltt Q 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 403.3.2.3; INSTALL AS PER MANU. SPECS fig$° 6.1. FOR ALL SKYLIGHTS 4 OPEIABLE PANELS OF NEW PLUMBING FIXTURES: ✓ / SWINGING, 5LIDIN6, 4 BIFOLID DOORS / - - - VCOMPACTEP FILL - 6.2. WITHIN OF F.F. 21 SEE ALSO PLUMBING E6 NERALNOTES ON PATE 6--002. /COMPLY PqI PC 405. 24 6.3. WITHIN 24 24 OF A DOOR 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING NEW TILE FLOOR: 6.5. WITHIN TUB/SHOWER ENCLO51JRE5 O I. NEW TILE FINISH (H.O. TO SELECT) UPON F r6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 22 2.ONE LAYER THIN(H. (LEVELED PROPERLY) UPON"I. SEE PAGE G-O03 FOR FRAMING ELEMENTS AROUND 3.NEW " DUROCK GEMENTBOAR.D (OR EQUAL) UPONBAR WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM:(2) 2"xl0" HEADER U.O.N. 4.NEW ' PLYWOOD 5USFLOOR BENEATH (GLUE 4 SCREW); A 302 A-401 8 kqlNr�)ON FALL PROTECTION SHALL BE NYS R312.FOR OPERABLE WINDOLyS WIRT� 51�L HED EEiHTEv INTEERIORERIMETER OF SHEATHING 6 O.G. 4 12 O.G. ® (15) RIUP O 5. ALL COMMON FIRST FLOOR AREAS 4 ALL BATHROOMSI' O" 17 Tr ® +/-2"LE55 THAN 24 ABOVE F.F., THAT ARE MORE THAN '12' �ABOVE GRADE OR THE ADJACENT SURFACE AT THEBUILDING EXTERIOR. PROVIDE RADIANT FLOOR HEATING IN ALL Q r O L - - - - - - - - - - __ -__ - - _ - _ L L BATHROOMS, KITCHEN, DINING AND GREAT ROOM SEEGRESS NOTE: \ - 8 3y2 1 IN COMPLIANCE WITH NEW YORK STATE BUILDIN6 24 BASEMENT WALL FRAMING COME,-SECTION R310.2.1;THE FOLLOWING MEANS OF O I. 2x4 P.T. I6" O.G. WALL FRAMING m I T p �® �F, ool Z EGR.E55 SHALL BE FOLLOWED: 2. R-15 BATT INSULATION W/ \ - � I 24 - MOISTURE BARRIER i� [ko) m I p _ 6 v�-i NET CLEAR OFENINO........... 5.1 S.F. 5. " GYPSUM WALL BOARD FINISH ROUPPLYPOSEP LINE TO BURIED - - I '�, NET BAR _ `��~ ` -� � ` ^ - `` �- 2 NET CLEAR HEIGHT............... 24" MINIMUM ( 6A5 SUPPLY HOUSE \ =ry It NET CLEAR WiDTH................. 20" MINIMUM 1 PROPOSED BURIED O NEW MECH. AREA: `7 �LiNE FROM w w I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'s 2 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL - ° I Q'-1Oy2' RE ROOM ION O UNITS A5 PER NYS MG 306.1 - -- - 15'-6" ROOM S.F. 3.MAINTAIN ALL APPLICABLE VENTINcS CLEARANCES - REQUIRED PER NYS MG 804. F _ - - J 1 O TYPICAL MECHANICAL AREA NOTES: 1. FOR ND. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY ` 3 Z "DURO,K" (OR EQUAL) ,5:: , �' 12 - O N 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/5" 25 \ m 24 On z TYPE "X" GYP. BD. UL U305 (OMIT ON GONG, WALL5) tn \ I N N 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. \ 5PEG.'s AND AS PER NYS MEGH. AND FUEL GAS GODS ' 7 �_` -� ' Z N U 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT \ O 8'-I" �:'-I° �Q�rT 8� ..� �.� ram/ i8�n 8'_ir- :� / .s�.- cttly w J 0 IT CONFORMS TO NY5 MECH. AND FUEL GAS CODE 5. COMB. AIR VOLUME A5 PER MANU. SPEG.'s - PROVIDE ' ` ` II MECHANICAL _ I g Q FRESH AIR INTAKE FROM EXTERIOR ' \ ROOM 12 -- �- - O R 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL - z a `\°, \ 281 S.F. - - I6-8 10-I - 3-T0 J 4-8 4 O - - EMERGENGY SHUT OFF SWITCH -1. FOR 6A5 5ERVIGE, PROVIDE 6A5 SHUT OFF SWITCH ` \ O E:1 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER -- CLEARANCES AS PER CODE ` \ I UNDEY \ \ \ \ 05 ROOM ��' - HALLWAY N N q. PROVIDE 3 FLOOR DRAIN IF REQ D BY EQUIPMENT 4 \ \ PROPOSED \ I - 55 S.F. 4' x s' LU o N CONNECT TO SANITARY SYSTEM A5 PER NY5 10 13 004 _ iri Q PLUMBING CODE \ 6ENERATOR \ (15) I ® MAX. 8 25 O -I SHOWER '4 O IO.APPLIANCES JOINED THROUGH A COMMON NATURAL \ 14 Tr ® MIN. 10' READY ALL -- _ DRAFT VENTIN6 SYSTEM SHALL COMPLY WITH ALL \ VAGUFLO A-401 CONNECTIONS FOR - PROPOSED ) SECTIONS OF 2020 NY5 RG 62427. \ CENTRAL FUTURE USE 4 PROJECT: \ \ ` a \ VACUUM O \ - BATHROOM $ OOq 6 ELECTRIC LINE 0� m ICA PANEL: ELEGTR L P L: \ O8 NEW 500 AMP ELECTRICAL PANEL LOCATION; 1 \ ) 80 BF P� ALL INSTALLATION AS PER NYE, ELECTRICAL CODE. \ 1 HAL"�I�IAY PROPOSED ( B L ETSAS N 15 ` \ \ ` 10 EJECTORPUMP 008 6' -- I OBURIED PROPANE TANK.: \ \ cv BEDROOM 6 8 ,� RESIDENCE q 1. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK \ \ GARAGE SLAB \ \ 33q S.F. • �j P" 2.INSTALL AS PER MAU. 5PEC.5 3.INSTALL MIN. 10'-O" FROM VWELLIN07, SANITARY 4 STORM \ \ - WATE=R STRUCTURES, 4 BURIED UTILITY LINES;REFER TO \ °•• \ \ � 2'-O" 10'-10" � S� ) SITE PLA QR INSTALLATION OG4 JON. \ UP OIO \ BOILER PROPOSED A 1Oil \ 3; i = 905 WILLOW DRIVE O10 NEW LAARS MINI THERM JX HYDRONIG BOILER W/PUMP \ UNITS \ O MODEL#6VD--r (OR APPROVED EQUAL). \ \ II 003 m 1 24 8'-8" 8'-8" 24 \ \ \ �' 1 EAST MARION, N.Y. 11939 I. VENT THROUGH WALL. 1 \ H \ 14 2. F.A.I. THROUGH WALL. 3. INSTALL PER MANU. SPEC.'S \ \ , , _ - DRAWING TITLE: i 5 WATER HEATER - -- -- il I.NEW LAARS MT2- M16HTY THERM2 KNTER HEATER 15'- wA K-IN - -- - -- -- - - - T ` PROPOSED FOUNDATION PLAN TANK. , L 2. NEW LAARS WATER HEATERSTORAGE TA 2 O MODEL#PG21 IR (OR APPROVED EQUAL). � � •+ ' ° . °• � -�" � CLOSET 4-•iy2 4 -ly2 3. VENT THROUGH WALL. ` 5'1 S.F. O QQ \ 4. F.A.I. THROUGH WALL. \ ° . \ ` ��� - �' ' s���f / / ^�/� ��_ • p -Y \ ' 0 5. INSTALL PER MANU. SPEC.'S BEDROOM "1 i 24 �7' 24 I HYDRONIG AIR HANDLER: � � � � � 8'-2" 8'-2" 14 \ 12 1. PROVIDE (1) NEW 5-TON HYDRONIC 4 (1) NEW 3-TON AIR HANDLER(5) BY "CARRIER" OR APPROVED EQUAL 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH \ PAGE: ZONE (SEE THERM05TAT FOR ZONE DESIGNATION). 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT \ - - - - - - - - - - `' \ °• / / WATER/BOILER COMBO TO NEW COIL. ^' ENERGY RECOVERY VENTILATOR_ \ A-401 = m Y COMPACTED FILL O \ / •°' 13 I. PROVIDE ERV FOR ENTIRE HOME S.F. \ 2. MODEL BY "APRILAIRE 9>100" OR: p EQUIVALENT; INSTALL A5 PER MANUF. SPECS - _- - - - - __ _ _ _ - - �• �0�� / ; DATE: 08/26/24 5 OF 19 EGRESS WINDOW WELL: 14 PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY "ROGKWELL;ELITE SERIES" 66"W.X 84"H. OR EQUIVALENT. PROPOSED BURIED - - - - - - -- - - - - - - - - - - - - - INSTALL AS PER MAN. SPECS. PROPANE LINE j NEW UN-REINFORCED P. GONG, SLAB PROPOSED D 15 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON LIt4E IG LIFIE 2. 6 MIL POLY VAPOR BARRIER UPON � �•' "�s�.,`+,. -3`F'�(M1N.)'GRAQEL�BA�3E \��/ - -- -- - - - - -- - - - - - - - SMOKE DETECTOR / GO DETECTOR NOTES: - I6 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ^ _ /� m �/t ✓.•_/ -^ ��_/e/ hi �/�i� _ n✓ ^�_.. �..�. !rFF. r`. " SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. q'-3y2" 6'-O" 4'-3" �r 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES } SHALL NOT BE REQUIRED WHERE E�;ISTING ALARMS ARE NOT INTERCONNECTED, AS PER. NYS R.314,4. O 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND - �'��•`` ,, r` PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4.SMOKE / CO DETECTORS TO MAINTAIN V MIN. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 4 OPENINGS TO BATHROOMS w/ SHOHER OR TUB. FROF05 E ) FOUNDATION PLAN �» •�"' 5. INSTALL ALL AS PER MANU. SPEC.'S 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 50ALE: 114" = 1'-0" 2'.OMPLIANGEXTH-LbCAL"GODE- ALL NEW WINDOWS SHALL BE MARVIN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "G-003" FOR NAILING 4 STRAPPING DETAILS. 0E I EFZAL 5NT'00 " I I ,E30L <ENr WINDOW FIN15HF-5 TO MATCH EX15TINO DWELLING * SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER ----- -- - - * FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER NEW PARTIAL HEIGHT CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS d - EXISTING TO BE DEMOLISHED f -- ---- -- -- - - �_ - _-- __ -- - - -- _ ---_ - -- -- ---- -- _ WOOD FRAME (L.G. 5TL. Q F�INDOW CHART EXISTING TO REMAIN WHEN APPLICABLE) �_ _ -- -- - - -- O Lu NEW FOUNDATION WALL - -- - - - --- - .._ - -- - - - - EGRESS CLEAR - W NEW WOOD FRAME (L..G. OPENING LIGHT VENT F----•--� _ ROUGH OPENING WINDOW DIMENSION J O 5TL. WHEN APPLICAFD� E) / -_ TAG COUNT TYPE MODEL # TEMP. WIDTH HEIGHT - - - - -_ WIDTH REO'D: 20' PER UNIT PER UNIT Q 4- N NEW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL -- WIDTH -- HEIGHT HEIGHT REOV: 24" (S.F.) - C - - r WOOD FRAME (L.G. 5TL. El MARVIN f r OP O D: 5.-i S.F. WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL P --3 CASEMENT UGA3654 E � 3-1 J ---4-5 - - 3'-D " -4'-5 ': YES [� ___ _ O _ __ - - -- - - - - •- C9 MARVIN ,( �= WOOD FRAMRE RATED POST FOR 6" WALLS , U.O.N. f B_ J� I --I G_L DER _ ELGL7248 E 6-O - iL -4'-0 - �I 6-oil 4-O ll, YES I J�- - N z CASEMENT - --- O UCA2440L:2-I 3- 3 2-D 3-3 WHEN APPLICABLE) G b " " " " CL ---- --- �'-- -- V O x = N FLOOR PLAN NOTES - ^�- ----� ' O O O 4-J DOOR NOTE: 0 % 0 +J a--+ cu Oj INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O NEW ATTIC ACCESS - PULL DOWN STAIR: m m C N O I. N � Q cc ON PLANS BY 'JELD-WEN' (OR EQUAL). I. MIN. 550 # CAPACITY Y a G O IQ I 4 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.DBL. FRAMING WHEN NEW OPENING -22-6" I6'-0" ON PLANS BY 'THERMATRU' (OR L=OUAL). 3. WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-441 3.NOTE DOES NOT INDICATE EACH NEW DOOR INSULATION ABOVE w/H.D. FR. (OR EO.) BAFFLE OR MAX. PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. RETAINER TO PREVENT INSULATION FROM ENTERING l ! 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DWELLING WHEN OPENED,AS PER NY5 EGG R402.2.4 WALLS, U.O.N. (OMIT WHEN ATTIC, ACCESS DOES NOT PENETRATE X ----- 5. INSTALL AS PER MANU SPEC.'s 4 THERMAL ENVELOPE OF BUILDING). 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 4.INSTALL AS PER MANU. SPEC.'s 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. ELEMENTS AROUND DOORS (TT'P. FOR ALL) U.O.N. 14 j SMOKE DETECTOR / GO DETECTOR NOTES: NEW PLUMBING FIXTURES: 2 O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 5MOIGE /CARBON MONOXIDE COMBINATION DETECTCR SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. j HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. --------- /� 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES NEW FLOOR: SHALL NOT BE REOUIRED WHERE: EXISTING ALARMS O I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); ARE NOT INTERCONNECTED, AS PER NYE? R314.4. 50REW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® l 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND INTERIOR. • PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. 2.NEW FINISHED FLOOR PER H.O. SELECTION HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS PROPOSED in CRAWLSPAGE NEW TILE FLOOR: SLAB 4 OPENINGS TO BATHROOMS w/ SHOWER OR TUB. O ( E - a I. NEW TILE FINISH (H.O. TO SELECT) UPON 'r GRADE 5. INSTALL ALL AS PER MANU. SPEC.is 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON l b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 3.NEW " DUROGK GEMENTSOARD (OR EQUAL) UPON IN COMPLIANCE WITH LOCAL CODE T S'1 WINDOW NOTE: 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); 0) O1. ALL NEW WINDOWS 4 DOORS SHALL BE MARVIN SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. 3 � INTERIOR. i • CASEMENT, DOUBLE-HUNG, OR GLIDING (A5 NOTED). V J INSTALL AS PER MANU. 5PEG.'S. NEW GUTTER r' - ---- - - - I-I 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 10 SEE SPECIFICATIONS AT ELEVATION NOTES I A-501 W SEE DESIGNATIONS 4 WINDOW SCHEDULE. / Q 3.FOR SUBSTITUTIONS, SEE NOTE #11 IN "GLASS WINDOWS II GUTTER HIGH POINT (TYP.) � AND DOORS" ON PACE 0-002. O PROPOSED 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. ( WATER LINE n ;p 5. ALL DOUBLE HUNG WINDOW5 TO BE TILT WASH 12 NEW 4"x3" ALUM. DOWNSPOUT (TYP) 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: N 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 1 SWINGING, 5LIDIN6, 4 BIFOLD DOORS 6.2. WITHIN IS" OF F.F. 13 RESERVED I-I " { A-301 i 6.5. WITHIN 24" IR A DOOR ( UNDER-FLOOR 6.4. WITHIN STAIRWAYS 4 WITHIN 36 OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES b.b. SEE ALSO GENERAL NOTES ON PAGE 0-002 ( VENTILATION 'i. SEE PAGE C-003 FOR FRAMING UNDER-FLOOR AREA VENTS COVERED ELEMENTS AROUND 1. NEW I6"x8" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET FLOOR O PATIO WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 14 VENTILATION OPENING FOR EACH 150 S.F. OF 292 S.F. (2) 2"xIO" HEADER U.O.N. UNDER-FLOOR SPACE, PER 2020 IRC R40b. AREA 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2• INSTALL AS PER MANU. SPECS WITHIN 3'-0" OF r % REG. S.F. PROV. 0 NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS BUILDING CORNERS. O LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN-72" 3. SITUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND ( VENT ABOVE GRADE OR THE ADJACENT SURFACE AT THE AVOID POINT LOADS FROM ABOVE. IF POINT LOADS REO'D I.a S.F. 2.0 S.F, l BUILDING EXTERIOR. UNAVOIDABLE, PROVIDE DBL. RIM JOIST ABOVE. 1 I O U.O � VENTS BELOW GRADE; INSTALL PER MANU. SPEG'S. 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL -" EGRESS NOTE: _. . O Z IN COMPLIANCE WITH NEW PORK STATE BUILDING ELECTRICAL PANEL: O O O O ------------ ------ --- - GORE,SECTION R310.2.1;THE FOLLOWING MEANS OFL ----- - (n c� EGRESS SHALL BE FOLLOWED: I5 NEW 150 AMP ELECTRICAL PANEL LOCATION; Z (5 g Y ALL INSTALLATION AS PER NY5 ELECTRICAL GORE. NET CLEAR OPENINO........... 5.1 S.F. // ------��------- V N N NET CLEAR HEIGHT............... 24" MINIMUM t, 16 RESERVED I w Z Q NET CLEAR WIDTH...............__20'MINIMUM _ ,-- -- O I to u. m O f 0 TYPIC1. AL BATHROOM NOTE:------ � o 38-6" o aa.A o 3 I.I. INSTALL MOISTURE RESISTANT GYPSUMa. BOARD IN ALL BATHROOMS NEW EXHAUST FAN SHALL BE INSTALLED WHERE ` m m O N z 1.2. INSTALL CONCRETE BOARD IN ALL } I'i VENTILATION 15 NOT MET BY MEANS OF NATURAL ? N d Q V Q O SHOWERS AND TUB 5URROUNDS Z in O m CIRCULATION THROUGH WINDOWS OR DOORS TO 2° SHOWER FLOORS OUTDOOR SPACES AS PER NYS MECH. CODE I 0 Z Do 2.1. NEW TILE FINISH(H.O. TO SELECT) UPON (; SECTION 403.3.2.3; INSTALL AS PER MANU. SPECS � O�OS � FOUNDATION �� � >N> 00 p O 2.2. CONCRETE MUD-SET (SLOPE I/8 PER FOOT W O O 5 N TOWARDS DRAIN) UPON �.. j H F- O // 2.5. WATER PROOF MEMBRANE: TO COVER 18 EXTERIOR CRAWL SPACE ACCESS HATCH: j SCALE: 1/4" = I'-O" C.) to Un 2 t, 5HONER FLOOR,WRAP DRAIN 4 ATLEAST O 30"x32" LOCKABLE ACCESS HATCH Z ,H Z Z O _-18" UP WALLS--------- r PROVIDE NEIWDORE55 WLINDOW WELL 4 COVER BY O m Q lx m a O RESERVED " " i m 4 ROGKWELL;ROGWEG664448" 44 W. X 48 H. OR _ EQUIVALENT. INSTALL AS PER MAN. SPECS. I Q HIGH EFFICIENCY LAMPS: NOT LESS THAN 110% OF THE PERMANENTLY INSTALLED 22'-6" 12'-O" j C N L16HTIN6 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 2020 NYE, EGG R404.1 ... ` ,. ,- ,- N 12-10.. r 8'-b" H c0 - IS - PROF. PROJECT: DRYER 1 PANTRY*" BBO. ? l VENT 4 CLOSET ! - -- f ( l04 5 SLl 0 .F. BRARITUK b 4 6 7:_O POOL HOUSE PROP. / 13 ti �_. j..._` r OUTDOOR �' i V* �` 3'-6"-'�3'-O" 2'-O"-�f 3 _ ly �0 5HOWER t- - ! 8�" C_ -f (OPEN TOE= Qs B -- - -- - - ----- ABOVE) - 44632 MAIN RD b'-4" � � ! _� SOUTHOLD, NY 11971 . in • I in dJ PROP. SM/CO t' CHANGING 'i SPACE 102 =(J )) { (OPEN TO ` �/ i POOL - ABo,,E) � m; HOUSE - ! DRAWING TITLE: - 2:_/" � 4 41 349 S.F. - - - 1 (GROSS) PROPOSED FOUNDATION PLAN f � 103 PROPOSED FIRST FLOOR PLAN VENT 101 --- I----- ❑x ---- - ,----------- _ � PAGE: I-I A A-50I w I DOOR SCHEDULE - - - _0 COVERED PATIO L DATE: 10/23/23 5 OF 12 - - - I DOOR � MATERIAL - - - - �- __-_:_-- ------ -- ----- - -------- � FIRE RATING COVERED PATIO O A I BE -------- � 1 i APPROX. b" ABOVE GRADE. TAG DESCRIPTION MANUFACTURER p ( N 45 MIN. RATED NOTES WIDTH HEIGHT 0 W < SELF-CLOSING 8 a I IU A-aoi a FIRST FLOOR ll k r e 101 FOLDING GLP.55 NANAWALL 12'-O" 7'-O" • • I 102 SWING THERMATRU 2'-6" 7'-0" • • _ - 3b-6 _ 105 POCKET THERMATRU 2'-6" L__71_011 • Q Q a 104 SWING �THERm_A7=ul 2'- i�izOi�05�1� �I i�ST ��OOfi� i=1..��1 __. O 50ALE: 1/4" = I'-O" Cz.-7EI `lEAL S I ��P0L <E I : GEE O FLAN /` I ILES - _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) /' 0 NEW WOOD FRAME (1-6. NEW FOUNDATION WALL uj cc W STL. WHEN APPLICABLE) \ J NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ate,' Lo WOOD FRAME (L.6. °iTL. R P05T FOR 4" WALLS O 0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL -O POST FOR b" WALLS), U.O.N. - p WOOD FRAMRE RATE?D O � Z O WHEN APPL I GABLE) 'cc C9 U d. cm FLOOR PLAN NOTE5 OO p x0 4 C9 DOOR NOTE: Al, CONDENSERS: Ocu I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT IsI. PROVIDE (2) NEW 5-TON A/C CONDENSERS BY "RHEEM" , 0 O I ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL. Q r- a: O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH D ON PLANS BY 'THERMATRU' (OR EQUAL). ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). to 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. O - PROPOSED;SEE DESIGNATIONS E DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WE16HT RATING n 1 WALLS,U.O.N. SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT OF 5. INSTALL AS PER MANU 5PEC.'5 CONDENSER. 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. 5. ALWAY5 LOCATE CONDENSER 10' MIN. FROM ANY OAS T. SEE PAGE 0-005 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST V FROM WINDOWS/DOORS 20'-6" Iq'-II" 20'-6" ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. OSTAIR 8 RAILING NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE 2 m --���✓�"�/ ��-V ✓v v v �i ' "\r - -/ / �-v" �/-�/-v -�/ \ �- �, 2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI Q MIN. 10" l0 VENTILATION IS NOT MET BY MEANS OF NATURAL Tr - R15ER5 SHALL BE CLOSED CIRCULATION THROUGH WINDOWS OR DOORS TO V 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL OUTDOOR SPACES AS PER NYS MECH. CODE SECTION NOT EXCEED THE SMALLEST BY MORE THAN J". 405.5.2.5; INSTALL AS PER MANU. 5PE05 n 1 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-5". - --- - - W 4. STAIRS SHALL HAVE THE FOLLOhIINO CLEAR WIDTHS: II NEW ATTIC ACCESS - PULL DOWN STAIR: c Q -- m 4.1. BETWEEN CLEAR HEIGFfT $ IiANDR:AILS: 36" MIN. -- -- ---- -- - - --- ❑ / . 4.2. BELOW HANDRAIL, RAIL ON ONE 51DE: 51.5" MIN. I. MIN. 350 # CAPACITY ��Y DN. 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") ' ❑❑ ❑❑ 4.3. BELOW HANDRAIL, RAILS 01V BOTH SIDES: 2•i MIN. �0 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN 5.DBL. FRAMING WHEN NEW OPENING i ONE 51ME OF EACH FLIGHT OF STAIRS CONTAINING FOUR 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-4q 4'-3" 40'-5y2 OR MORE RISERS,AND WHERE SHOWN ON PLANS. INSULATION ABOVE w/HD. FR. (OR EQ.) BAFFLE OR 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DEP RETAINER TO PREVENT INSULATION FROM ENTERING WALKING SURFACES LOCATED MORE THAN 30 ABOVE DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 DN• N / 3 _ S.. FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE o,, TT1 -1. 42 HIGH GUARDRAIL $ SPINDLE SPACING NOT TO THERMAL ENVELOPE OF BUILDING). N �J ALLOW PASSAGE OF A 4" (P SPHERE;36" H16H 5. INSTALL A5 PER MANU. 5PEG.'s HANDRAIL 8 SPINDLE SPACING NOT TO ALLOW 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. PASSAGE OF A 4" 0 SPHERE. m N 5. 6RIPPABLE RAIL AS PER CODE. NEW PLUMBING FIXTURES: ' .0 q. RAILING TO BE METAL. 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. � � � � 10"i ' O �` O 10' PROPANE CEILING COVERED 10' PROPANE GEILIN6 Q SMOKE DETECTOR / GO DETECTOR NOTES: SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. l / \�/� / -/ SURFACE MOUNTED PORCH SURFACE MOUNTED N ;� ICE HEATERS '15?S.F. HEATERS O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT NEW FLOOR: � , MAKER � � _ - 1 ... ❑� SMOKE/CARBON MONOXIDE GOME3INATION DETECTOR 13 I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE SCREW); - - - - - - HARD WIRED TO EACH OTHER w/BATTERY BACKUP. SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® _ - - -- - - -- ram 2.INTERCONNECTION BETWEEN NEW b EXISTING DEVICES _ - - - -__ -13'-8" _ -8'=1j�2° _��-� i'- SHALL NOT BE REQUIRED WHERE EXISTING ALARMS INTERIOR. FT-5-0 O DW =�y - A-302 L 2.NEW FINISHED FLOOR PER H.D. SELECTION ARE NOT INTERCONNECTED, AS PER NYS R314.4. -6 i -- 3.FIRST FLOOR DEN, SECOND FLOOR HALLWAY E ALL ET _ 6 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND in PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. BEDROOMS N - 4-6 l 4.SMOKE/GO DETECTORS TO MAINTAIN 5' MIN. MN. (18)!RI +/ '1 NEW TILE FLOOR: cv - - IT Tr ® +/-!2 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS I _� '� � i kx� 1. NEW TILE FINISH (H.O. TO SELECT) UPON d OPENIN65 TO BATHROOMS w/SHOWER OR TUB. 14 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON ° - - 106 105 lOq 8�O" 8'-I' 6'-4y2" •t 5. INSTALL ALL AS PER MANU. SPEC.s - - FT 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 3.NEW 4" DUROGK GEMENTBOARD (OR EQUAL) UPON � � I J 4 O GTLl IN COMPLIANCE WITH LOCAL CODE 4.NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE $ 5GREW); WINDOW NOTE: SCREW PERIMETER OF SHEATHING 6 O.G. 4 12 O.G. ® �t- m DW O4 I. ALL NEW WINDOWS k DOORS SHALL BE WEATHER SHIELD INTERIOR. - - - - - - - - - - - - - - 5. ALL COMMON FIRST FLOOR AREAS $ ALL BATHROOMS DN' CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (A5 NOTED). INSTALL AS PER MANU. SPEC.'S. = - _ -U - - _ __I 2.NOTE DOES NOT INDICATE EACH NEEW WINDOW PROPOSED; 15 NEW 6 SEAMLESS GUTTERS $ DOWNSPOUTS; WHITE 4 D I - - - SEE DESIGNATIONS WINDOW SGHEEDULE. O ALUMINUM (TYP) O OAS _ I I m z J LINE 'ry` t Z 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS N I STOVE KITCHEN DINING ROOM Q I ! AND DOORS" ON PAGE 6-002. PROVIDE RADIANT FLOOR HEATING IN ALL 1 54o S.F. iy I 18o S.F. ( FLUSH. O - 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 16 BATHROOMS, KITCHEN, DINING AND GREAT ROOM -� ^, "'�/- I � HEARTH S 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WA5H y ���� cv I � = m 14 N 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 5_ 2 - N N J O - z 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF O - ` , - - - 16 FT Lu SWINGING, SLIDING, d BIFOLD DOORS q, �y2 L- - - _ _ _ _J JLL \ _ - - J �- �tJ I m 6.2. WITHIN 18 OF F.F. 0 n - �O _ BA , ROOM I M 6.3. WITHIN 24" OF A DOOR '' V -- - -- - --- - - - - - - - ' =- )756.4. WITHIN STAIRWAYS 8 WITHIN 56" OF A LANDIN6 - 5 4 _ - - - - - - -- - \� - - _ _ _ 1 S.F. O 6.5. WITHIN TUB/SHOWER ENCLOSURES 2�- A 4`-S A%/1 BEDROOM I Z - b.b. SEE AL50 GENERAL NOTES ON PAGE 0-002 - - - - - Ilq - - REAT ROO 20o S.F. in it o '1. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND L b Z - - _ 14 1 _ - i 0 U WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM / (� LAUNDR _ 16 `COFFERED 515 S.F. Z o (2) 2"xIO" HEADER U.O.N. 4` �° \ ROOM `N GEILIN6 w 12 o N 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER i,. ( I N WINDOWS WITH SILL HEI6HTEi 56 5.F. 15_a� N = N Z NY5 R312.2 FOR OPERABLE ,\/ 2 I-�Nu N , p LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72" 4' O" q'-�2" � 6 � �> d { 4 cmV fn m V ABOVE GRADE OR THE ADJACENT'SURFACE AT THE f2O 14 = _ _ _ - _ _ '_O"-- _ I m W 1 ~ N BUILDING EXTERIOR. L 1 I I / Z EGRESS NOTE: H IN COMPLIANCE WITH NEW YORK STATE BUILDING 4 -� 13'-3" 13'-jy2" b'-5" ' V Z a CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF IOq 113 - - t� - -- E6RES5 SHALL BE FOLLOWED: `-'G`vO, -^ P"�F--� f' _ • SM/GO NET CLEAR OPENINO........... 5.'1 S.F.NET CLEAR HE16HT............... 24" MINIMUM 1� pN• II O (I5) Rf �AX 8. 5" DN. PROVIDE THROIJOHOUT BASEMENT, 5M/CO \ j NET CLEAR WIDTH................. 20' MINIMUM I - 121 N II m (14),Tr ® MIN. 10" FIRST d SECOND FLOOR TYPICAL ATHROOM NOTE: I I PA-40I 8-2I. WALL BOARD l/ MUDROOM PANTRY ;n A-4O1 ' WALK-INLI. INSTALL MOISTURE RESISTAi`IT GYPSUM BOARD IN GEN. 01?) I ® MAX. 2 - 200 S.F. - 42 S.F. „ 2 10 CLOSET , ALL BATHROOMS r? 0 5'-5" b" 8 I6) r MIN. I 25 S.F, m "' PROJECT: 12. INSTALL CONCRETE BOARD IN ALL SHOWERS AND ( �j TUB SURROUNDS ( - - O CL 4'-9" _"1=j1" - n m I15 - _. m 16 S.F. - - - - - _ - - - �..,�-,.�_,��- _ �- .,-�,-- BEET 2 GAR >ARASE °'� PLO SAS 2. SHOWER FLOORS b-6 3 O �`- LJ�, � �\ - 14f - ---,-""I' ' \ 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT 5E3O S.F. G'L, O �D PWDR. RM. r 6-O ° TOWARDS DRAIN) UPON 14 ' [CUSTOMRESIDENCE S.F. T 30 S.F. �. �. 2.3. WATER PROOF MEMBRANE TO COVER SHOWER ' III I iV FOYER 16 1 O it BUILT CABINETFLOOR, WRAP DRAIN ATLE!A5T Ib" UP WALLS 22560 S.F. - --N - - - } AC, \ _ _WROUGHT IRON ,rt- ,e -8-2 ONEW LAUNDRY ROOM: '� \ 14 - OPEN TO WOOD TREADS iv _ I. NEW WASH /DRY HOOK UP \ 2 tV O ABOVE ( 114 v 3, m 2.COORDINATE LAUND. ROOM d DOOR DIM.s L 1 905 WILLOW DRIVE w/SIZE OF EQUIP. S -,� \ 1 \ \ i � 112 m 10 ET�' � 3.PROVIDE HOOK UPS AS REQ'S PER: MANU. / I \ \ a-O 16_5y2„ EAST MARION, N.Y. 11939 DRYER EXHAUST NOTE: L AC, \ ' \ \ \ - - - - ® _ _ - I. DUCT SHALL TERMINATE TO EXTERIOR \ -- 205 SF. - DRAWING TITLE: 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY \ \ 1650 AT AT AT 4-10 \ - OPENIN65 \ ' PROPOSED FIRST FLOOR PLAN 3.DUCT SIZE AS PER MANU. \ PT 3'-'fy2" 4'-10" 4'-10" 2'-b" A'1 I'1�2 3�6,, \ 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 5. TRAN51TION DUCTS SHALL NOT BE CONGEALED WITHIN \ O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER To THE EXHAUST DUCT SYSTEM \ O" SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 23- 12 GT GT ET \ EXCEED 5 FEET AND SHALL BE LISTED AND LABELED :: \ 102 I'I 10 IN ACCORDANCE WITH UL 2155A. - 1-- �- \ CATHEDRAL 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID i METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS GEILIN6 PAGE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST �- DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL +l 103 / N 3'-3"--� -3" .K-3'-3"�K-3'-3" / \ ttldal SCREWS � O° � „ COVERED _ ET � ET O ' A-102m0m'L MAX. LENGTH SHALL NOT EXCEED 25 PT FROM DRYER ? ' �`-62 y PORCHOLOCATION TO THE WALL OR ROOF TERMINATION. THE `i MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 N u1 O FEET FOR EACH 45° BEND AND 5 FEET FOR EACH cl BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES I A-4ol DN. ET '` b NOT INCLUDE THE TRANSITION DUCT. \-�oY2 DATE: 08/12/24 6 OF 19 OELECTRICAL SERVICE: INSTALL NEW ELEC. METER IN YARD (SEE SITE PLAN) A5 PER NY5 MECH. GORE, $ UTILITY GO. STANDARDS 2 THERM05TAT: ,D O I. PROVIDE THERMOSTAT FOR (4) ZONES: - ZONE Is BASEMENT FLOOR - ZONE 2: FIRST FLOOR - ZONE 3: SECOND FLOOR Q �.•, - ZONE 4: 5ECOND FLOOR MASTER SUITE 2. H.O. TO SELECT MODEL; INSTALL AS PER I 15'`�2 Iq' -O" MANUF. SPECS 3. PROVIDE ADDITIONAL THERMOSTATS WITHIN SPECIFIED ZONES ABOVE FOR DEN AND ALL BEDROOMS FROPOSEI7 FIRST FLOOR PLAN 2,500.8 S.F. HA517ABLE Sfi=AGE; 5,0-78.6 S.E. OROSS AREA 50ALE: 1/4" = P-O" 0 E N E L_ 5-*:r li%-1 E3 0 L <E 4'%r : SEE FAOE A- 104 .00 FOR FLAN 5r_,,HEDULE5 _ EXISTING NEW PARTIAL HEIGHT TO BE DEMOLISHED ,,;; WOOD FRAME (L.6. 5TL. /J Q EXISTING TO REMAIN WHEN APPLICABLE) /I 0 -{ Lu NEW WOOD FRAME (L.6. NEW FOUNDATION WALL J CD F- � STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q L0 R POST FOR 4" WALL5 WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"x(6" STRUCTURAL O POST FOR b" WALLS), U.O.N. _ Q NEW 2-HR FIRE RATED a-+ C)� L!') C9 - WOOD FRAME (L.6. 5TL. 0 c0-5 z Q • d WHEN APPLICABLE) CL cc (9� X N FLOOR PLAN NOTES O Q O +J Q co DOOR NOTE: O A/C CONDENSERS: - � L!) N I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT q I. PROVIDE (2) NEW 5-TON A/C CONDENSERS BY "RHEEM" c � O O ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL. Q rQ' a O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ON PLANS BY 'THERMATRU' (OR EQUAL). ZONE (SEE THERMOSTAT FOR ZONE DE516NATION). 5.NOTE DOES NOT INDICATE EACH NEW DOOR 5.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING WALLS,U.O.N. SUFFICIENT TO ACCOMMODATE 5RO55 WEIGHT OF 5. INSTALL AS PER MANU 5PEC.'s CONDENSER. 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. 5. ALWAY5 LOCATE CONDENSER 10' MIN. FROM ANY GAS 1. SEE PAGE 6-005 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST 5' FROM WINDOWS/DOOR5 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. OSTAIR 4 RAILING NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE I. ALL NEW 5TAIR5 SHALL HAVE MAX. 8-1/4" RI 4 MIN. 10" 10 VENTILATION IS NOT MET BY MEANS OF NATURAL Tr - RISERS SHALL BE CLOSED CIRCULATION THROUGH WINDOW5 OR DOORS TO D U , 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL OUTDOOR SPACES AS PER NYS MECH. CODE SECTION - NOT EXCEED THE SMALLEST BY MORE THAN J". 405.5.2.5; INSTALL AS PER MANU. SPECS lu n 1 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b'-8'. `jJ m 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS; II NEW ATTIC ACCESS - PULL DOWN STAIR: �J W 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. /-\, -� - 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 51.5" MIS`. I. MIN. 550 # CAPACITY 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21"' MIN. 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x509 14'-b" ' " " 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LESS THAN 5.DEL. FRAMING WHEN NEW OPENIN6 21-4 28'_5 1 ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-41 - OR MORE RISERS,AND WHERE SHOWN ON PLANS. INSULATION ABOVE w/IND. FR. (OR EQ) BAFFLE OR 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-51DED RETAINER TO PREVENT INSULATION FROM ENTERING 1 L U WALKING 5URFAGE5 LOCATED MORE THAN 50" ABOVE DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 _ _ �_ - - _ _ - t- FINISHED FLOOR OR GRADE, 4 WHERE 5HOWN ON PLANS. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 1. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO THERMAL ENVELOPE OF BUILDING). I _y j j I I ALLOW PASSAGE OF A 4" 4' SPHERE;56" HIGH 5. INSTALL AS PER MANU. SPEG.'s - -1 - - Tj - -- HANDRAIL 4 SPINDLE SPACING 140T TO ALLOW 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. //'� PA55A6E OF A 4" (P SPHERE. { V! 8. GRIPPABLE RAIL AS PER CODE. NEW PLUMBING FIXTURES: n 1 i W 9. RAILING TO BE METAL. 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. _ - - - - - SMOKE DETECTOR Co DETECTOR NOTES: SEE ALSO PLUMBING GENERAL NOTES ON PAGE C-002. !' ! f Q / 13 I. NEW PLYWOOD SUBFLOOR BENEATH GLUE 4 SGRE ( II - - O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I TT NEW FLOOR: �} I � --- � --� -- - - I ? I SMOKE/CARBON MONOXIDE COMBINATION DETECTOR T- �4y Y4 HARD WIRED TO EACH OTHER w/:BATTERY BACKUP. SCREW PERIMETER OF SHEATHING 6 O.G. 4 14 O.G. ® to - - . _ - -- -- _ _-- - - _ __ Alm 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES INTERIOR. r4 f SHALL NOT BE REQUIRED WHERE ,EXI5TIN6 ALARMS 2.NEW FINISHED FLOOR PER H.O. SELECTION ( -- ARE NOT INTERCONNECTED, AS PIER NYS R314.4. 3.FIRST FLOOR DEN, SECOND FLOOR HALLWAY 4 ALL _1 .L _ 3.PROVIDE SMOKE/GD DETEGTOR5 AS INDICATED, ANI- ! 1 BEDROOMS - BALCONY -r - PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. I 4.SMOKE/CO DETECTORS TO MAINTAIN 5' MIN. - �f I S.F. - - - --- _- HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 14 I. NEW TILE FIN15H (H.O. TO SELECT) UPON 1�2 I r M NEW TILE FLOOR: - f'-8" I'-8" 3'-3" 'I'- '7- 3 710 2-10 8-I 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. 5. INSTALL ALL AS PER MANU. SPEC.s 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON M L 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 5.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON - :-- _ I cu IN COMPLIANCE WITH LOCAL CODE 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SOREN; WINDOW NOTE: SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® - A-502 - _ A-502 INTERIOR. \ / i O I ALL NE NT,I DOOBLENS $ DOORS OR HALLOLIVI BE E(AS NOTED)ATHER SHIELD 5. ALL COMMON FIRST FLOOR AREAS 4 ALL BATHROOMS -6 _ _ 14 ` 4 ��'CENTERED ON��� ^ ! Z� INSTALL AS PER MANU. 5PEc.'S. - - -1 RIDGE \r KT i L - r KT NEW 6 SEAMLESS GUTTERS � DOWNSPOUTS; WHITE $ � � 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 15 B 210 -- ALUMINUM - O __ . T Z SEE DESIGNATIONS # WINDOW SCHEDULE. - - I I VdALK-1N 0 5. FOR SU55TITUTION5, 5EE NOTE #q IN 6LAS5 WINDOW5 `�, = O CLOSET N AND DOORS ON PACE 6-002. PROVIDE RADIANT FLOOR HEATING IN ALL ' 34 S.F. _ rL _ - 10'-I" 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 16 BATHROOMS, KITCHEN, DINING AND GREAT ROOM in `r 213 5 BATHROOM 3 ilul 'i-4y2 - I I'-ly^ 65 5.F. O BEDROOM 4 m 14 ' N 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH tV ' LJ � �� �� f;b�j 6.IN GENERAL, TEMP. 6L. SHALL 8E PROVIDED: � _ � I � _ � I � _ � , to O \ Lm Jj, z 6.I. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF - _ - - J - - - - _ = 165 S.F. L- SWINCING, SLIDING, 4 BIFCLD DOORS _ __ _ _ ___ 5 I6 L - - g 6.2. WITHIN 15" OF F.F. �� -� �� 1 m _- O 6.5. WITHIN 24" OF A DOOR Ow MASTER '� 209 14 O O 12 p 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING BEDROOM �/� 16 ���� -_' p 6.5. WITHIN TUB/SHOWER ENGLO5URE5 o __I 23o S.F. \�'' Q(i Z 6.6. SEE ALSO GENERAL NOTES ON PAGE 0-002 _ E3A H. 4 4'-8" 5'-O" •pm V -7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND _ - 13-I I' cr (2) 2"xI0" HEADER U.O.N. i. 4-q 4'-O" 10'-5" 3'-6" = O BEDROO 3 Q - -- O WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUMwwo 8.WINDOW FALL PROTECTION SHALL. BE PROVIDED PER ���_, �:� LL -�L ��--_-�� Lam- -.-- r 155 5F. - z NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEI6Hr5 - y_. WALK-IN , - �,: i- i/: "� _ _ - VENT DRYER I N V LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN-I2' �- s- �-. -;,� J_. - -I WALK-IN I CLOSET 15 ..--�. UI - l r - - - THRROUGH ROOF u ' _ ABOVE GRADE OR THE ADJACENT SURFACE AT THE -:� �% _- - I %: F� �� �� CLOSET SM GO GL.Q I'_'1" 2g g.F. to m N BUILDING EXTERIOR. ; 4'7 5.F. - s./ - Z V - - CRE55 NOTE: -�% -: - r - " m F 6, 214 . N 13 � � � Q E _ _ - . N �n - HATO}i Z IN COMPLIANCE WITH NEW YORK ST��TE BUILDING °-,---f - ,j-; ,- ,---J, „-..- ��-,--- " _ m� ,';_--"` _;.-�'>'� W,4TER 208 CODE, SECTION R510.2.1;THE FOLLOhING MEANS OF %- " '"- -"" - °"� - �J +J. r „ O 4'-8" -- EGRESS SHALL BE FOLLOWED: ~,-% �.��`�" � I !-- _ ..J _ I I 6 ftiUNDRY / � _O • i '- � �ij r 26 S.F. T, - bl-�y m NET CLEAR OPENINO........... 5.1 S.F. - ' ' _ '"`» _ - �2 - 2 --- ROOM ' 5M/cO B-� j f- .. I `fl 5 im 21 I ATHROOM 2 NET CLEAR HEIGHT............... 24 MININUM y, --! "% :: - _._-_ v " ''; / '" ,: I O _ 4 -IN 63 5.F. _ C bo F � 5' Sy2, � NET CLEAR WIDTH................. 20" MINIMUM "-Y. r; ,; _' " - - �` - - PqALK \ \ '�� �"�-"e''��,i -'-_�. -_,-�-_: -- '""�_- - ---"_ _ "."I,- ;�.� ��i===;' - in � �- liJ ��- - TYPICAL BATHROOM NOTE: , -'' - != ',5� .' -- `-' �'� _ ;: _ II' O" - - ' _ / 212 25 S.F. i ' Q \ \ `j `, _ 1 !: " ` - � w J 202 �9 • � �/�_ �1� 4-O'', I'-6" - 14 to p �t GO WALL BOARD O - - F, : - 8 SM/GO 1 -�'' =" :%.'- - / = 5 SM/GO �0 8 3' -5 -+ I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ,, µ � _ f - 12 m - y2 m N 16 RT ALL BATHROOMS '~ INSTALLCONCRETE BOARD IN ALL SHOWERS AND :,,, "X J - -% i =" ' ' _ r - 14 PROJECT: TUB SURROUNDS i ,, , , _ -/"-�"- =- �- - �-�- �,---- ":=�_--' - i,�-_, - - "-= � � O 216 k- .z _ 2. SHOWER FLOORS 2.1. NEW TILE FIN15H (H.O. TO SE,LEGT) UPON , f <- -._� Y 1.F, -. v : .. � .:�__' o MASTER PER FOOT OOT `, ` i - i, . "p% ✓ :-_, � 204 !t 4o1 _ m B L ETSAS 2.2. CONCRETE MUD-SET (SLOPE: I/8 PE F 1 „ _ - i BATHROOM (1'1) RI 5.25 NALK-I TOWARDS DRAIN UPON ! \ �� ,� "<T e _. rcV�'"=I m O , ,,: 1 � � � ' ,� ,` -_--=:=r-;- _ ,-_ : �;�„<=?'.:. � ;,,,-•�.- .; '_ - „=-" -� � 155 S.F. _ I6 Tr ® IN. 10 2.5. WATER PROOF MEMBRANE TO COVER SHOWER Ji RESIDENCE -"" _ SHOWER JET FLOOR, WRAP DRAIN 4 ATL.EAST 18" UP WALLS `1 ,', ` ` ` \\ , 1a _ "= '"" SYSTEM , NEW LAUNDRY ROOM: 1 ,, , ` ` w, , ,. -, 4 14o s.F. m BEDROOM 2 Pt --- 6 I. NEW WASH /DRY HOOK UP �`J 1 �1 ,, . 11 5` +b � `' `���- �,.,,.r�--� I - ;;�:_-"""ice 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s \r ` `, �� 1, tii +` ` - ; `..-- -i _ i I - O �, , ,'' , -= , . =_ _ r :n= '= o r ( - 905 WILLOW DRIVE w/SIZE OF EQUIP. � `� , + � `, ` ', `,\ '� , ` :-c="=:" - -1 ""_ .J , ,_, �...- - , J,-�i' I .._ � ISLAND 5.PROVIDE HOOK UPS AS REQ'S PER MANU. , \ls �` - - - f '� �) i - _ EAST MARION, N.Y. 11939 OPEN TO PROVIDE CENTRAL VAGGUUM DRYER EXHAUST NOTE: 4_SECOND-FLOOR -' p BELOW THROUGHOUT BASEMENT, I. DUCT SHALL TERMINATE TO EXTERIOR , , f „ DRAWING TITLE: 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY �',, , , \� , 1 .✓Fey - %' � - OPENINGS 4'+ `, 1` ,,� 1 ~� p® - I LINEN 5'-q1�2 15 4 PROPOSED SECOND FLOOR PLAN 3.DUCT SIZE AS PER MANU. i� t ; ,, ,, � ` �, 1 1 ��,���,,.���,,-..-��.� �.-;'°".�--�' ,,--' .....:",.; •''"-�'"'�- 5-4 14-5 � _ � 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER �,� 1 � �� �,� i" '" -� � �� ..�'�""� �' � ,.--✓'" ,,-i= 5. TRANSITION DUCTS SHALL NOT BE: CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRAN51''ION DUCTS USED TOCONNECT THE THE DRYER TO THE EXHAUST DUCT SYSTEM \ r ` ` y� - - -�~ J T AT SHALL BE LIMITED TO 51NCLE LENOTH5, NOT TO - - '� '� ""� 1 �� -'� �-%'` `�-'/ -i / - I,}''-I" �'✓ I 4'-10" ?'-4: EXCEED 8 FEET AND SHALL BE L15TEP AND LABELED 2 IN ACCORDANCE WITH UL 2158A. \ ,, ` `l �%� - '`lam 0/ - O PT -'' l 6.EXHAUST DUCTS SHALL BE MIN O.OI6' THK RI61D ,,` �'' - METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS ,'' , / / �- - '� _ L t PAGE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL , == _--%'i - _ - `Y � -- m PT PT 4 PT PT ttl IS i 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER r //-'" _ %si/'-%'= %� '� LOCATION TO THE WALL OR ROOF TERMINATION. THE t + `i , ` �'`�� - - - M-103m0i MAX. LENGTH OF THE DUCT SHALL. BE REDUCED 2.5 FEET FOR EACH 450 BEND AND 5 FEET FOR EACH C100 ,�•`, ,1 '� BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. O 40 4-O 4'-0" 36 ' o o - DATE: 08/12/24 7 F 19 ` w i COVERED OELECTRICAL SERVICE: O '� OVERHANG INSTALL NEW ELEC. METER IN YARD (SEE 51TE PLAN) AS PER NYS MECH. CODE, 4 UTILITY GO. STANDARDS ��Q\ THF-RM05TAT: O I. PROVIDE THERMOSTAT FOR (4) ZONES: - ZONE I: BASEMENT FLOOR - ZONE 2: FIRST FLOOR - ZONE 5: SECOND FLOOR - ZONE 4: SECOND FLOOR MAE'>TER SUITE 26'-5" 2. H.O. TO SELECT MODEL; INSTALL AS PER MANUF. SPECS 5. PROVIDE ADDITIONAL THERMOSTATS WITHIN SPECIFIED ZONES ABOVE FOR DEN AND ALL D D BEDROOMS FROPOSEI7 SECON � FLOOR PLAN oaf t� 2,025.cf 5.F. HA51 TAELE SFAC E; 2,025.cf S.F. OR055 AREA SCALE: 1/4" = 1'-0° - -- ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "5-005" FOR NAILING 8 5TRAPPING DETAILS. �,/ I �/ DOOR SGHEDULE -_ MANUFACTURER*" OE I ` ERAL I �E30J� L I� I --- ---- INDOW CHART - -- -_ -- -- --- - - - U SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME - W --- DOOR MATERIAL NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. TAG DESCRIPTION MANUFACTURER --= ==-- _--- -- - � - - _ ' , W Z O EXISTING TO BE DEMOLISHED 0 N FIRE NOTES ROUGH OPENING WINDOW DIMENSION CLEAR W = CV Q N RATING OPENING WHEN APPLICABLE TAG TYPE MODEL # r-I O EXISTING TO REMAIN WIDTH HEIGHT 0 ( _ - _ TEMPERED J Q WIDTH REQ'D: 20" \, j' O 45 MIN. RATED -_- - - „HEIGHT REQ'D:24" W NEW WOOD FRAME (L.0. NEW FOUNDATION WALL ---_- SELF-CLOSING - ,I�- - - ---- __-- -WIDTH HEIGHT-�1 -- WIDTH - --HEIGHT _ OPEN REOV: 5.1 S.F. - Wu >_ 5%. WHEN APPLICABLE) Z FIRST FLOOR A (2) DOUBLE HUNG Tw24410 2'-6 5'-O �" 2'-5 5'-O MIN. (2) 2"x4" STRUCTURAL - NEW I-HR FIRE RATED POST FOR 4" WALLS U 101 ------ SINGLE SWING - TBD ---- - 3'-O" b'-O" --, • - `- • _ - -- - - - --- (2) 12" SIDELIGHTS B (U DOUBLE-HUNG TW210410 I -3'-O "-- L 5'-O �" 2'-I I 5'-O �" J 2 �- „ ; �][ L WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL ---- -- - -- - - - --- BI (I) DOUBLE-HUNG TW210410 3'-O u ~ f Lo Y POST FOR 6" WALLS), U.O.N. 102 51NGLE 5WING TBD 2'-6" b'-O" IL __ [• - - �� -- - - - - - _ -�C___- _ �_- _] -F ----.---- O O - NEW 2-HR FIRE RATED � - ------ -= - - ------- --- ----- - --- _ - - 1 WOOD FRAME (L.G. 5T'L. TO MATCH G (3) DOUBLE-HUNG TW21062 3 O_ - -- 6-4 2 11 6 4 n. - Lo it 103 SINGLE SWING TBD 2-4 b-O • KITCHEN - --- -- ---- WHEN APPLICABLE) J - -- I - -- - -- ---CABINETS D (4) DOUBLE-HUNG TW3462 -- - 3'_6 �" 6'-4 �" J,� 3'-5 " 6'_4 �" �u Z --_ -- _ �F 104 SINGLE 5WING E - TBD - 2'-b" J b'-O" -_-� :II - _ E (2) DOUBLE-HUNG Tw2446 2'-6 �" �4'-b 2'-5 " 4'_b �" FLOOR PLAN NOTES 105 SINGLE 5WING TBD 2-6 b-O PICTURE P4246 I 4'-3 i" 4'-5 i" 4'-3 J" 4'-b i" a W _ ��_ _- 00 1O(6 POCKET TBD 5'-O" b'-0" • - --- ( IL - - _- I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON Oq I. MIN. 550 # CAPACITY -- - --- - G (3) CASEMENT GW255 I 4-q 5'-5 4'-b 5'-4 J O L__ __ _ _ DOOR NOTE: NEW ATTIC AGGE55 - PULL DOWN STAIR: II Z (fl PLANS BY JELD-WEN (OR EQUAL.). 2.SIZE TO FIT MECH. EQUIP. THROUGH �-- - � --- H (I) i L---- 2.INSTALL NEW EXTERIOR DOORS b�fHEN GALLED OUT ON OPENING (MIN. 22 x30) 107 SINGLE SWING TBD 3-O b-O • - -• CASEMENT GXWI55 3'-O �- 5'-5-g" 2'-11 E" 5'-4 R" J --- _-__ PLANS BY 'THERMATRU' (OR EQUA.L). 5.1 HR FIRE RATED _ _ 3. DOOR TYPE TO SELECT 4.DBL. FRAMING WHEN NEW OPENING „ Z >; 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5. INSTALL AS PER MANU. SPEG.'s 10a SINGLE SWING TBD -O - u I (2) DOUBLE HUNG TW34510 - 3-6 l 6-O 3-5 6-O 5. INSTALL AS PER MANU SPEG.'s 6.CONSULT H.O. FOR PRECISE LOCATION Q Z 6.PROVIDE (2) 2"xa" HDR., U.O.N. OF AGGE55 �.� IOa SINGLE SWING TBD 3-Oil7-O • - • J (2) DOUBLE-HUNG TW21042 3'-O 4'-4 2'-II 4'-4 �" LL. W O 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING �' - - ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. NEW GAS METER; INSTALL 8-O -1 4 PANEL, 2 K (5) DOUBLE-HUNG TW21052 3'-O "- L,- � Lo to PER UTILITY CO. STANDARDS 110 SLIDER TBD vq I6'-O" J l� 5'-4 �" 2'-II 5'-4 " - - - ------------ __ _ ---III --- STAIR � RAILING NOTE: PANELS OPEN _ _ _ _ 91. I d MIN. 10"ST - RISERS SHALL BE GL05ED RIIII SLIDER TBD 10'-O" V-O" • r - - . -- 4 PANEL, 2 KI (2) DOUBLE HUNG TW21052 3 O 5'-4 " 2' II 5' 4 u O 2. 42" HIGH GUARDRAIL S SPINDLE SPACING II FOUNDATION WALL OPENING: -E- 5'-O"x5'-O" - - `] PANELS OPEN 36"HI6H HANDRAIL 4 TO ALLON ASPINDLE 5PAG NC NOT MASONRY OPENING IN FOUNDATION �II-----1 PANELSLOPEN ---_L(8) - - DOUBLE-HUNG TW21046 --�3'-O -I,`=4'-b "-- 2'-11 4'-5 -112 SLIDER TBD 10'-O" at -oil • J1L • - _- -- - - W O - -- --- ----- �I, TBD 3 O -- ' 5.4. RAIL N6B o 8 WooD ER GORE FREEZE PROOF HOSE BIB: -O" i • i ��, II ' LI (6) DOUBLE-HUNG ' TW3046 3-2 � 4-b � 3-I � 4-b 12 FASTENED w/MASONRY ANCHORS (PRECISE 113 POCKET LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) - - -- - - ----- --- - - -- --- - -- _ `- ---_ ' - IF4 PANEL, t, " - --- - 2 2-O 2-II 2-O 0 SMOKE DETECTOR / GO DETECTOR NOTES: 13 114 SLIDER TBD 10'-O" a'-O" • • M (5) AWNING A31 3-O - - -I O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT NEW MEGH. AREA: _--___- PANELS OPEN _- - -- _ _ - W O I NPE21052 DWHVIEN NHE-150 BOILER NAVIEN 1 �I 2 PANEL I PANEL f N (1) AWNING A41 4'-O " 2'-O - (� TION DETECTOR II5 SLIDER - - - TBD 5'-O" at-O" ' -_�_ --- OPENS-' --- - - --- - - 2-O 4-O - -' = J SMOKE /CARBON MONOXIDE COMBINATION HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. 5PEO.s 2.BASEMENT LEVEL HYDRONIG AIR HANDLER - ---- 5. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR O (3) DOUBLE-HUNG TW2472 2-6 RWIPO6A361"1NAA (OR EQUAL) -- - � " 7'-4 �" �, 2'-5 J" 7'-4 �" � u � i � IN COMPLIANCE WITH LOCAL CODE 5.ATTIC LEVEL HYDRONIC AIR HANDLERS Q P (I) DOUBLE HUNG TN5446 3-6 RWIP04A2414NAA (OR EQUAL) 1 - - 4'-b �" ---- __ WINDOW NOTE: 4.INSTALL A5 PER MANU. SPEG.'s I I I �" I 4'-8 �"- II- 3 5 O I. ALL NEW WINDOWS S DOORS SHALL BE ANDERSEN 5. F.A.I. THROUGH WALL _ --- -- - J --- 6.FLUE THROUGH WALL v 0 CASEMENT, DOU5LEHUN5, OR CLIDINC (AS NOTED); 7, MAINTAIN 30"x30" CLEARANCE IN FRONT OF INSTALL AS PER MANU. SPEC.'S. FOR MECHANICAL UNITS A5 PER NY5 MG 306.1 1 Q 4 m fn SUBSTITUTIONS, SEE NOTE #q IN 'YLASS WINDOWS b.MAINTAIN ALL APPLICABLE VENTING vi Q AND DOORS" ON PAGE 6-002 If' CASEMENT CLEARANCES REQUIRED PER NY5 MG 604. WINDOWS - ALL G5MNT WNDW5 SHALL HAVE 5TRAI0HT ARM HINGE WHEN TYPICAL MECHANICAL ROOM NOTES: I< _. 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE 1. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY TILT WASH "DUROGK" (OR EQUAL) 3.ALL GLAZING WITHIN Ib" OF FF T'O BE TEMP. 6L. 2• FOR ND. FR. GL6. AND/OR WALLS - PROVIDE (I) 4.5EE PACE 6-003 FOR FRAMING ELEMENTS AROUND LAYER OF 5/b" TYPE "X" GYP. BD. UL U305 (OMIT ON p WINDOWS (TYP. FOR ALL) U.O.N. - PROVIDE (2) 2"xa" GONG. WALLS) -.._-� - - --- - HDR. U.O.N. 6 4 6 4 6 4 EGRES5 NOTE: 5. WHEN NEW, INSTALL FURNAGE/BOILER A5 PER MANU. - IN COMPLIANCE WITH NEW YORK STATE BUILDING SPEG.'s AND AS PER NY5 MECH. AND FUEL GAS CODE I"i'-O" -- --- In CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 4. COMB. AIR VOLUME AS PER MANU. 5PEC.'5 - PROVIDE FRESH AIR INTAKE FROM EXTERIOR 1 EGRESS SHALL BE FOLLOWED: 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL - H NET CLEAR OPENINO........... 5.1 S.F. EMERGENCY SHUT OFF 5WITGH (b. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SNITCH �t 0 y2, )`! NET CLEAR HEIGHT............... 24" MINIMUM I'-5 EW 4 EXIST. FRAME NET CLEAR WIDTH................. 20" MINIMUM "1. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER ! LANDING DECK CLEARANCES AS PER CODE m BLUESTONE- PROVIDE NEW 6A5 FIREPLACE UNIT. HOMEOWNER TO b. PROVIDE 3' FLOOR DRAIN d CONNECT TO SANITARY O SELECT. CONNECT AS PER MANUFACTURER SPECS; SYSTEM AS PER NY5 PLUMBING CODE PROVIDE ALL NECESSARY VENTING THROUGH WALLS TO I CENTER DOOR III O EXTERIOR;VERIFY CLEARANCES TO ALL OPENIN&5. 14 ALL NEW PLUMEIN& FIXTURES TO COMPLY WITH PG 405 _ NEW LAUNDRY ROOM: , Ilo o O O 2.COORDINATE L UDD. ROOM SUDOOR DIM.s TYPICAL ATHROOM NOTE: I I I-lOy2' 15 5-4 3-a 3-9 b'-2%" 10'-O" ' " IO 0 w/ SIZE OF EQUIP. 4 ROOM NEW LIVING 2 10-0 O I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN I 5.PROVIDE HOOK UPS AS REQ'S PER MANU. ALL BATHROOMS NEW OUT V) 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWER5 AND 5HONER TUB SURROUNDS IT OPEN TO 4' x 4' DRYER EXHAUST NOTE: 2. SHOWER FLOORS I. DUCT SHALL TERMINATE TO EXTERIOR 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 1 ABOVE __ \ CS 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 2.2. CONCRETE MUD-SET (SLOPE Ile)" PER FOOT NEW DINING _ E 4 4 F 4 E OPENINGS TOWARDS DRAIN) UPON �; m 9 ROOM&N O - - - _ ---- -- 3 -, 3.DUCT SIZE A5 PER MANU. ti WOOD BURNING - --- ------------ - 2.3. WATER PROOF MEMBRANE TO COVER SHOWER ui _ 2 - 4.DUCT SHALL BE EQUIPPED w/ A 13AGKDRAFT DAMPER FLOOR, WRAP DRAIN b ATLEA5T la" UP WALLS I WHITE OAK, TRAY FIREPLACE W/ L J ,'F30 SINK; � J I i � O 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN &A5 IGNITION; 'rER 112 114 D T O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO OPEN ON BOTH SIDES 7 C�{^WIN• 4 N CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 3. ADD WATER SYSTEM DRAIN IN MEGH. AREA,TO 4 I7 - J U DRAIN SYSTEM. SHALL BE LIMITED TO 51NOLE LEN6TH5, NOT TO ADD DEHUMIDIFIER DRAINS IN BASEMENT, MAIN 15-10 '2 I IS-I _ Z cr EXCEED a FEET AND SHALL BE LISTED AND LABELED AREA AND LAUNDRY ROOM J MODIFIED - O IN ACCORDANCE WITH UL 215aA. 1 _ `fl 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID v KITCHEN 0 0 I WI � METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS NEW WOOD FLOOR: O'� O I -9' GEILINe m `r ry O O RUNNING IN THE DIRECTION OF A R FLOW. EXHAUST ib 1. EXI5TIN& FINISH FLOOR TO BE REMOVED IT-11" U 1 m IT U U D :t DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.EXIST. J" PLYWOOD SUBFLOOR BENEATH TO REMAIN; L1 z „ IWINE 2 xa DRY BAR �30 3-6 SGREW5 VERIFY INTEGRITY OF EXI5TIN& MEETS MINIMUM L COOLER _ _ _ _ LINE OF CEILING -�� OVEN ©J J 4 '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER CONSTRUCTION STANDARDS PLYWOOD IS IN GOOD O I CENTER N LOCATION TO THE WALL OR ROOF TERMINATION. THE CONDITION;(GLUE b SCREW) SCREW PERIMETER OF MIGROJ J,� - - - - - - EXIST. GREAT N MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 5HEATHIN6 4" O.G. 8 12" O.G. ® INTERIOR. �9' GEILING� �: � 0 ROOM W W FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° 3.NEW WOOD FLOOR;HO TO SELECT - PROVIDE GLUE ON = 3 x 10-O ISLAND z O C- �� cV PANELING UNDERSIDE OF -41' GEILIN6- BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ANY FLOORING WIDER THAN 5.5" (TYP) WORK BENCH WALKWAY AND UP WHITE OAK O O NOT INCLUDE THE TRANSITION DUCT. 4.BEDROOM TO BE CARPET READY. WOOD FLOORING AT OFFICE AND HALLWAY. O WALKWAY WALL ABOVE by2 m D P NEW EXHAUST FAN SHALL BE INSTALLED WHERE 17 NEW TILE FLOOR: lob I 4 PROJECT: O VENTILATION 15 NOT MET BY MEANS OF NATURAL 1. NEW TILE FINISH (H.O. TO SELECT) UPON CIRCULATION THROUGH WINDOWS OR DOORS TO 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON t �t NEW RERISI OUTDOOR SPACES AS PER NY5 MECH. GORE SECTION - 3.NEW " DUROGK GEMENTBOARD OR MUD TO LEVEL UPON - - 5UNROOM m d 403.3.2.3; INSTALL AS PER MANU. ;iPEGS 3 N W _ ry ry 4.EXIST. " PLYWOOD SUBFLOOR BENEATH TO REMAIN IF IN _ I O �j O _ „ „ WHEATEN ry ADDITION GOOD CONDITION;(GLUE 4 SCREW);SCREW PERIMETER � 109 IOa I I 105 Din 103 ____7-11 5-3 L �9' GEILING� D O5HOWER ENCLOSURE NOTE: OF 5HEATHIN6 4" O.G. 8 12" O.G. ® INTERIOR. - Q 1 SM/GO dJ _ v I. ALL SHOWERS SHALL BE FULLY ENCLOSED " &LASS W/ 5. HYDRONIG RADIANT HEAT THROUGHOUT FIRST FLOOR 'ry m 'N NEW ++ - _O_ VENT HINGED DOORS. NEW MUD ROOM , PWDR. 2,, v. 10-® - 36" N REF. ICE ! �q' GEILING� R1„I / REF. Q MODIFIED 2 -SHIPLAP WALLS HO GAR GARAGE NENI �TILE� 4 6 1515 CALVES NECK ROAD Ib FIRE RATING GARAGE WALLS AND CEILING -- 07 15 FL WALK IN OI NEW 6 O -� - 1. PROVIDE TYPE X FIRE RATED GYPSUM TO I-3 I - PANTRY ! Io2 17 SOUTHOLD NY 11971 ALL WALLS AND CEILINGS AT ATTACHED x ml NEW 1 z GARAGE a� -- 3'-I I" 2-O' FOYER 0 : I „ J Ib 4 A 4 A - tea' CEILIN6� ALIGN N DRAWING TITLE: 4 5 3y2 3 3 2 5'-0" GENT. 3-3�2 3 2" _Q 2 3 1 O OPENINGS 0 0 Io'-4y2" NEW s'-4° QYQ (16) I d t -t " NE ( q �, Its No PROPOSED FIRST FLOOR PLAN VERTICAL 14 Tr ® t 10" UP 101 - COVERED PORCH Oi b" SF+IPLAP 5M/00 O �'ry BLUESTONE- W/WOOD CHAIR RAIL 6 1 Q 5'xl6' 4 BI -- - - ---- 4 B -- 4 G 4 G 4 G - OVERHEAD PAGE: t- I DOOR jy2" 5'-b" 6'-1�2" a'_4: 3'_6 3_6 2'-4" 3'-O" All NEN .2 10 4 PORTICO ■ 0 1 � 1 / \ 1 -BLUESTONE- / \ tn II'-3y2° Io'=o" DATE: 12/15/22 8 OF 24 k, lb'-O" GEN R 20'-4V2" I6'-I" 43'-gy2" L 0 5 10 20 FROFOSEr�) FIRST FLOOR PLAN CRAPFi1G SCALE 1,/4"=1'-0" 1,842.1 S.F. HAE3ITAELE SPAGE; 2,3-70 S.F. OR055 AREA SCALE: 1/4" ti C Yr i<� L1r t 4,41 — ( o L h_ L 1 i -J- -I ! 1. ._,._1_._1_.1. 1-_1_._1 _,.T 11 1 I 1 J._ 1 _ w TLT1 ,1 TI T?TLC T1T i�T. �T Luuj Jco n -Y, - 2 a. m :. I_ Ti V I1� 1� Q N I m ED O _._, _� ._ _. -_ . - - - - r - _.-. ..f.I Tj �. --T7T __ T _i TIo PROPERTY LINE p — O r— EXIST. AVERAGE GRADE T L ELEV. +34.3' �. 1.. J r O b7 z O _,_.r _ . ORTH—EAST F—L F\/ATI ON (FRONT) �____,'; t - T T �I- T..- I -I i T �- TL1 - - -_i T A � N I L. ----- -J II _ II 1 �- �1 y 1 l T - - - - ---- T - O 50ALE: 1 — IS —O l I =� I ' 1' 1�T� �" - -17: .i1 L- �. I "� '`�I' - J m , cD 7 , — -- - -- - I-8 I �I � � I � r t � T � I I I � , -t- ; _ I I -I- r a° I .I _r 1 ..1.._. I __ 1` � � N LO p c>3 -- ---------- Q O a: O L:j - in 4 (D W O / II II O / '-i - - O � O II I A tT_ LILI 4� I — 1 , U - - D - a� ! I - 1 T 1 1 ! _ ----- -- T� i - m - � s - �-- - -L..ITYT- T i T�1 T _ � 1 05 II I „ ' --- - - - I _ O O m / I it r�l � O I ILJ AT 'I i I A T ET V ET I O O O� O I O O i - \ II� / II II i I N I i / / o I \ / I II p oLL I� / / / I / III � _ ��.� I \ I I�/ II I -- \ III, 101 I L j r ___._ ., _ _-. _. . , _ . _ " — - -- __ - • . _ . • ___. .--- IIII .I ; I — I � IIII IIII — N Z 0 NORTH-EAST ELEVATION (FRONT) z W 50ALE: I/4" = I'—O" E U --- O -- 0 - -= Z O r � Qo rl � T - ( W - J - 1 - - -.T I � -� - i_ - — 1 1 � ` z ® - 1` i i T-T 7 �T­W­I T I T 11 FMI PROPERTY LINE �_ 1 �_ _ - ____ - _. _"- - - cq M '�t -_y NO —'T�—hI�ST ELEVATION iz I C �� JI I I. 1 __ _ — _ _ _ _ - — _ � _ _ _ _ _ __ _ __ �-�-- �r HT S11� ( ) 171 a c r_i - _ - - 50ALE: 1" = 15'-0" t -- PROJECT: O TYPICAL EE NOTE AT BI U LDING SECTION FOR MINIMUM PT /// \\ /// \\\ B L ETSAS CONSTRUCTION STANDARDS RESIDENCE 2. H.O. TO VERIFY FINAL COLOR E MATERIAL SELECTION �\ i / BEFORE INSTALLATION ASPHALT 5HINGLE ROOFING BY' GAF (OR EQUAL) r 905 WILLOW DRIVE IA (MIN. 30 YR. WARRANTY) { I PROVIDE CONGEALED FLASHING AT ALL ROOF 0 INTERFACES. 1 T I J EAST MARION, N.Y. 11939 ROOF CRICKET (TYP.): - — — - !�3 2 x4 FRAMING ® I6 O.G.;PROVIDE ICE SHIELD } ) DRAWING TITLE: LAPPED 18" IN ALL DIRECTIONS $ FULLY FLASH. ILY TYPICAL 51DING: ` / - PROPOSED EXTERIOR ELEVATIONS O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 13 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION 4� STUCCO; H.O. TO PROVIDE COLOR SELECTION PAGE: O NEN ALUMINUM 6" S MLE 5 GUTTERS 8 DOWNSPOUTS; WHITE 8 \ET / - I NEW ELECTRIC METER; INSTALL PER — \ / d) \ / ML L 2` 0 0' 0 :1 O UTILITY GO. STANDARDS / / I III - ONEW UNDER-FLOOR AREA Vl=NTS; SEE q DATE: 08 12 24 FOUNDATION PLAN FOR SIZING REOUIREMENTS �—�-- �- — _ �� _ �� 9 OF 19 -c` NEW A/G CONDENSER ON GONG. PAD OR OTHER 0 8 APPROVED GROUND SURFAc:E (SEE FLOOR iv PLAN NOTES) III q NEW.CLOSED P. GONG. STAIR' O to CHIMNEY FIN15H TO BE STUCCO; MATCH COLOR II IIII I P, O PROPANE FEULED GENERATOR; FILED UNDER III O IIII , II SEPARATE APPLICATION RAILING NOTE: 12 I. 42" HIGH GUARDRAIL $ SPINDLE SPACING NOT TO r` r NORTH—I4EST ELEVATION (fibIOBIT SIIMF-) 4 ALLOW PASSAGE OF A 4 � SPHERE;36 HIGH p >« HANDRAIL d SPINDLE SPACING NOT TO ALLOW PA55AOE OF A 4" 0 SPHERE°. 2. GRIPPABLE RAIL AS PER CODE. 50ALE: 1/4" = 1'-0" 3. RAILING TO BE METAL. a -- o io w w ca y1i Tw_ .. r__I _ E N < - - -T - - - c 1 l ! I ( ! — o 1 ❑ — ! -- ❑ ❑ ITT. _T L �_ �, o c � o T ,1 UO I_ � co d' 0 4- � IA 1 I co .l T.l_r1. T r' ; - T I ��_i 1. 1 I-- ....T- -I -I.. i 7 Tl T r l _� I Q O 5 / \ _ '201 A' / / �I i I ® I III 12 / / \ / \ J / �_ .I_ !_ L 1__. 1_ J_ _. _ LI IIr-II , J I T _ Q� r m Y I -r l_ - ) - -_ ..❑ _1- - - 4� W.. 'i I I IYT 1_. J TIT i r-- �- - i 1 I f I 1 T T I T l IHT'T I T I T i TT TI T ❑ ❑ a �. L i_l �T'T ! 1 �I _. a n�`` W FT / i � \/ i I AI V i \ 104L- - \ / / /i 10-i / - ii ,\ los � / \lob I /' I„\ I, [I A \ / / q -❑ - - - z z o -riln s w II z Z - - - - ❑ U ui 0 z O SOUTH-NEST ELEVATION (REAR) z SCALE: 1/4" = 1'-O" 0 N z to m v N W N � a 0 ELEVATION NOTES OTYPICAL ROOF NG: L I. SEE NOTE AT BUILDING 51=GTION FOR MINIMUM � � i CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE INSTALLATION IN r Li l M ASPHALT 5HINGLE ROOFING BY 'GAF' (OR EQUAL) - - ! - - o 00 � IA (MIN. 50 YR. WARRANTY) I I T . I I I F-1-� -F ]--YT'T]T _1 OPROVIDE CONGEALED FLASHING AT ALL ROOF -r --�-1 "- I PROJECT: INTERFACES. lilt - - - - - - -_ I1 ROOF CRICKET (TYP): _ I _ __ ,� - _ _ �. J_ B L ETSAS OS 2"x4" FRAMING ® I6" O.G.;PROVIDE ICE SHIELD I J - - - LAPPED IS" IN ALL DIRECTIONS d FULLY FLASH. _� ❑� - - - Y r 1 _ i�❑ TRESIDENCE TYPICAL SIDING: I O I. 5EE NOTE AT BUILDING 5'._GTION FOR MINIMUM 1 I� CONSTRUCTION 5TANDARD5 �; - -r- _ - T T -� J I- 1_r- _ - —- � I � 1 �, � � -`r 4 r � T r�� ! ; 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION - �------ ----- � � -- - ---- -- -- J 905 WILLOW DRIVE 4 5TUGGO; H.O. TO PROVIDE COLOR SELECTION \ 13 , EAST MARION, N.Y. 11939 \ PT NEW 6" SEAMLESS GUTTf°R5 � DOWNSPOUTS; WHITE $ \ II , 5 / DRAWING TITLE. B - — O ALUMINUM (TYPJ I 0 i �I I✓ NEW ELECTRIC METER; INSTALL PER / - -- PROPOSED EXTERIOR ELEVATIONS O UTILITY CO. STANDARDS // I _ _ ONEW UNDER-FLOOR AREA VENTS;SEE 1 FOUNDATION PLAN FOR 51ZIN5 REQUIREMENTS - I GONG. PAD OR OTHER NEW A/G CONDENSER ON - — BDAPPROVED GROUND SURFACE (SEE FLOOR -- = : ___ _ - _ _ AGE: PLAN NOTES) �� � T `z � }- IN, - _] I T T i I I I f AF Oq NEW CLOSED P. GONG. STAIR - J � s , ■ Ip CHIMNEY FIN15H TO 5E STUCCO; MATCH COLOR DATE: 08/12/24 10 OF 19 II PROPANE FEULED GENERATOR; FILED UNDER SEPARATE APPLICATION. RAILING NOTE: 12 I. 42" HIGH GUARDRAIL 4 5PINDLE SPACING NOT TO 431) ALLOW PA55A6E OF A •4" 0 SPHERE;56" HIGH \ L / HANDRAIL d SPINDLE 5F'AGING NOT TO ALLOW / PASSAGE OF A 4" 0 SPHERE. / 2. GRIPPABLE RAIL A5 PER CODE. / J Q 8 5. RAILING TO BE METAL. d� 1 <«r Ir TRIM NOTES: r : . I3 I. PROVIDE 4" STUCCO TRIM AROUND DOOR AND WINDOWS, -- - - ------------.___-- �� 01JIL COLOR TO MATCH STUI FACADE. cV i t 10 SOUTH-EAST ELEVATION (LEFT S 1 ICE) C .---------------------------- —____.-.-..__— � - _ -^--- . .____—__ SCALE: 1/4" = 1'-0" �" i PR0PO5ED RIDGE HEIGHTly �-�,- --------------- ------- ---------- -- - BU I LD I NG 5EGTI ON NOTES ELEV. +66.I' - - -- -- - - ---- -- - 12 OI NEW ROOFING NOTE (TYP.): \ 1. INSTALL NEW ROOFING AS PER ELEVATION NOTES \• I Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS uj �� W � OVER W 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER cu 4.1/2" GDX PLYWOOD SHEATHIN6 (BLOCK ALL SEAMS) ( ' 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) V- Q 4-1 CV b.PROVIDE RIDGE VENT (AS REO'D) Ln -i. FLASH ALL VALLEYS n m 5.INSTALL DRIP EDGE AS REO'D ATTIC 2 O at. INSTALL ALL AS PER MANU. SPEO.'s s. O2 TYPICAL ROOOOF 4 NO O LINO CONSTRUCTION: L � 6� Zp _ .— • I/2" GDX PLYWD SHEATHIN6 (BLOGKIN6 ® ALL PLYWD BEDROOM 4 4 d GCB -Y 5EAM5) X = N • R.R., G.J., 4 G.T. AS NOTED ON P,_ANS (® SPANS OVER 4 m � V INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) cV O O • PROVIDE R-4a BATT INSULATION WHEREVER ALLOWED r 0 � PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE 1' CV (g THK. SPRAY FOAM INSULATION (R-49 ® R-WINCH) I • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES 4 NEW EXTERIOR WALL CONSTRUCTION (TYP.): L - J t-fNPROP05ED RIDGE HEIGHT ---- ^ O TYVEK HOUSE WRAP (VENTED) (OR EQUAL) UPON - -_--- = - c o —_ EV. +51.4' ------ • I/2 GDX PLYWD. 5HEATHING (BLOCKING ® ALL PLYWD 0 v 5EAM5) UPON • 2"xb" STUDS ® Ib" O.G. W DBL. TOP PLATE m 12 5 12 • MIN. R-21 BAIT INSULATION I } • 5/8" GYPSUM BD. WALL FINISH NEW SIDING NOTE (TYP): E�V 04-Ei D SECOND FLOOR ----- -------- - ----- - — -------- - — ---- - O I. INSTALL NEW SIDING AS NOTED ON ELEVATIONS > 2 �J 2."TYVEK" HOUSE WRAP (OR EQUAL.) \ \ 5.INSTALL ALL AS PER MANU. SPEC:.'s "GREAT ROOM!, _ O *� r U 4.PROVIDE ALL NECESSARY TRIM FOR PROPER FOYER INSTALLATION 3 /� 5. 51DIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL A-402 — -- `jJ TYPICAL FLOOR CONSTRUCTION: O 1. FIN15H FLOORING TO SELECT �! - 2. 5/4" T46 GDX PLYWD. SUBFL00'R GLUED 4 SCREWED -- .___-_' m 5. F.J. AS NOTED ON PLANS - AT SPANS OVER V INSTALL 'X' BRACE ® MID5PAN ° 0 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST LOOR.ANrJ FOUNDATION)- - tr <' U r~ 5. 2"/THK. SPRAY`FOAM`AT BLD0. PERIMETER RIM J�S ! 3 C O B1.ASE2x4 P.T.MENT AIb�O.G.FRAMWALL FRAMINIG INO S 4 11 C 2. R 15 BATT INSULATION W/ <I 5 L =L r Q (n MOISTURE BARRIER PROPOSED FIRST FINISHED FLOOR V. ✓ �. v- / `+3. " 6YP5UM WALL BOARD FINISH ELE +36.4' LAM SOUND BARRIER WITHIN INTERIOR WALLS: � ----- FILL INTERIOR WALLS WITH INSULATION 'rO PROVIDE A \//\//\//\/\//\//\//\//\//\//\//\�/\//\//\/\//\// // AVERAGE GRADE /\\/\\/\\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/ /\\/\\ B�SEMENT BEDROOM 61 BASEMENT SOUND TRANSMISSION GLA55 (STG) FOR AIR-BORNE / ELEV. +34.3' \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/��/\\/\\.,�/\\/\ /\\/\\/\\/\\/ ��\ FINISHED GARAGE SLAB NOISE OF NOT LE55 50 AS MEASURED IN ACCORDANCE %/\ \ \ \//\//\//\//\//\//\//\//\//\//\//\//�//\//\ —� i%\//\//\//\//\ . //\// WITH ASTM E q0. - ��\\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\�,/\\/� 2 /\\/\\/\\/\\/ \/\\/\\ ELEV. +55.-f' Lj • ( i� b Ali BASEMENT FINISHED FLOOR ------------------------- ELEV. +26.2' -- --- z � A-4n2 SECTION I — I/A-5OI SECTION 2-2/ -501 SCALE: 1/4" = P-O" SCALE: 1/4" = P-O" z w U �V ��✓ W O 0 ZO P C) f O H _ L N U ]Yi JT ] T -_------------- - PROPOSED RIDGE HEIGHT E 0 - T - - ----- ELEV. +63.8 ( z 1 12 04 z M v w T - - - OD - - _ T '2 ATTIC - - - ----- ---- _ - �- � --,- i j — — - - c c - - a 0 0 JDo- W. GL, M. BATHROOM 0 0 PROJECT: r I 3 - B LETSAS PROP05ED RIDGE HEIGHT 4 ELEV. +51.3' ------------------------------ RESIDENCE- 1 0 ^ o e e - I2 IE ° 905 WILLOW DRIVE 5 � � 6 --- - - - PROPOSED SECOND FLOOR EAST MARION, N.Y. 11939 2 - - -------- ---- ---------- ELEV.FLOOR DRAWING TITLE: GARAGE _ LAUNDRY RM. MUDROOM BUILDING SECTIONS I - = o - PAG E: E.. PFiO_POSE_D FIRST FINISHED FLOOR AM00710 ISO WL -- ELEV 36 4 \ kx �r DATE: 08/26/24 11 OF 19 - --_ -- ------------- ---------- AVERAGE GRADE FINISHED GARAGE SLAB 5 MECH RM. ELEV. +33."i' --------- + —, `• ',;4 SCALE: 1/4" = 1'-0" � l ---------_—_--- BASEMENT FINISHED FLOOR `�Ep, - ------- ELEV. +26.2' I ii t En SECTION 4-4/A-50I �m-- SCALE: 1/4" = I'-O" oz m BUILDING 5EGTION NOTES NEW ROOFING NOTE (TYP.): - I �_- 1_ O I. INSTALL NEW ROOFING AS PER ELEVATION NOTES Q 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO _ PROPOSED RIDGE HEIGHT 0 W I _� T ELEV. +il W OVER FROM INSIDE FACE OF STUD WALL AND AT VALLEYS _ � -- - - � - 1'T�I------------'-'-----'-'-'---- 5.INSTALL 15 # BUILDING FELT N.O.N.) OVER J cu .22 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) - - - T M 5. GAP 5HINOLE OVER RIDGE # HIPS (AS REQ'D) 1 12� Q a-J CV 6.PROVIDE RIDGE VENT(AS REOV) --- - -- I 1 I 17,_ •O � -1. FLASH ALL VALLEYS I 0 5.INSTALL DRIP EDGE AS REQ'D I `�' 0 '- q. INSTALL ALL AS PER MANU. 5PEC�'s T - T T T - �- - - - 2 ATTIC \ `\ T -- 1 = 7 O TYPICAL ROOF 4 CEILING GON_TRUGTION •L- z 0� Z p O2 • NEW ROOFING AS NOTED O 0 • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD :� �k � T � (B -Y d' - ----- x cu SEAMS) - -� �� � � • R.R., C.-I., 6 G.T. AS NOTED ON PLANS (® SPANS OVER BATHROOM 2 BATH. 5 O 0 O �+ 8' INSTALL "X" BRIDGING ® GENTI'_R OF SPAN, U.O.NJ - ^� m CO • PROVIDE R-4q BATT INSULATION WHEREVER ALLOWED �I O PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE T' _ N d C6 O THK. SPRAY FOAM INSULATION (R-4q ® R-"1/INCH) 'I,�I II - I Q • PROVIDE 2" THK. 5FRAY FOAM INSULATION ® EAVES I NEW EXTERIOR WALL CONSTRUCTION (T1'P.): O u 1 3 (OR � I TYVEK HOUSE WRAP (VENTED) EQUAL) UPON I� - • 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKIN6 ® ALL PLYWD 5EAM5) UPON -} �x�x� I 3 0 ■®R o • 2"xb" STUDS ® 16" O.G. W DBL. TOP PLATE KXXXxX31 • MIN. R-21 BATT INSULATION oo - ;III I • 5/8" GYPSUM BD. WALL FINISH 2 �; � NEW SIDING NOTE (TYP.): O4 I. INSTALL NEW SIDING AS NOTED 01� ELEVATIONS T 1 I PROP05ED SECOND FLOOR 2. TYVEK" HOUSE WRAP (OR EQUAL) ---- 11 II- - -- 11 ------------------------' N _1 _ L.T�_ .I_-1 1._ ELEV. +4'I.cl 5.INSTALL ALL AS PER MANU. SPEC.s -/ �. �-/ . 4.PROVIDE ALL NECESSARY TRIM FOR PROPER �' -- INSTALLATION ' - n1 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL --� W C' N �\ GL. BEDROOM I -- TYPICAL FLOOR GON5TRUGTION_ } ^�� 41 O I. FINISH FLOORING TO SELECT `/"�/���'"-v /'` ✓'_ „==.1 . - 2. 5/4" T86 GDX PLYWD. 5UBFLOOR GLUED 4 SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 1 'X' BRACE ® MIDSPAN � ; I j � > I I 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) j } j U .12" TH</sFRAY-FOAM AT EL6o.�ERIMETER RIM JOISTS"' I O6 BASEMENT WALL FRAMING / 1. 2x4 P.T. 16" O.G. WALL FRAMING - - •- o - 2. R-15 BATT INSULATION W/ r= � _ --- < (n/ IIII I rl' l v ' MOISTURE BARRIERLL l 5. " 6YP5UM WALL BOARD FINISH y' PROPOSEDFIIRST FINISHED FLOOR W ELEV. +56.4 Q SOUND BARRIER WITHIN INTERIOR WALL5: ---- - - ---- - -- - - -- -- - -- - -- - -- - -- - - ---- - -- - - ---_ --------_ _------- --- -----� FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A ��J � k11Aim SOUND TRANSMISSION CLA55 (STG) FOR AIR-BORNE TT�TTT T� T�J T TTC XII NOISE OF NOT LESS 50 AS MEASURED IN ACCORDANCE BEDROOM BA5EMENT - -' WITH ASTM E 410. ` T AVERAGE GRADE ELEV. +54.5' J A-402 w I li z -------------------------_ BASEMENT FINISHED FLOOR o ELEV. +26.2' D z W U O 0 z O 1= U _1. _ - -.1. z 11 O t! L4 z - - - --------------------------------------------------------------------- PROPOSED RIDGE HEIGHT O I- -T I L TY-M-H I I I I I IT I T ELEV. +64.0' m N _ z N r, T. -I - - -/ 1 I 1 / `� ---------------------------------------------------------- PROPOSED RIDGE HEIGHT E < a - T1.2H - ELEV. +bl.a' v z HYj-'- T T Z ATTIC 2 T M N k FY _--_ - -- co BEDROOM 4 W.I. GL05ET ) 0 ,�,_�.__�-�. - „ �-�,--�,--, �-�.�---�-�,-,�---�,-�•-�,-- --�---�-ti PROJECT: 4 1 BLETSAS -- ) -- - - 1 - r T - RESIDENCE TJ TT II II II �i II II II 1 ) - --I- Y - 905 WILLOW DRIVE it ) LJ--_ II II II II II II II II II II II III II _III ( L- - EAST MARION N.Y 11939 r r _-_�_ _ _ Zy _�; r -r_ _ :+J `��� PROPOSED SECOND FLOOR 1 �T II II II II II II it II II II II III II 1,_1 `� �- - - 1- . - -� 1 '-- \ ----------- ELEV. T- -- -` J _ I _ I-` T`-i T I T + ___ I -L T -X? 7--=1 T DRAWING TITLE: KITCHEN BUILDING SECTIONS II III I i _ i I � I - i PAGE: -- I *001 0 2w I IIII i I ( ■ 0 3". - -- ( ( PROP05E_D FIR5T FINISHED FLOOR �1 - --i -_-- .._ -_ •� ELEV. +56.4' -- -- -- �b0 X� � �h _ TT��� T^�T�kT - DATE: 08/26/24 12 OF 19 /\\/\\/\/\\/\\/\\/\/\\/\\/\\/\/\\/\\/\\/\/\/\\/\\/\\/\\/\\/\/\\/\/ \/\\/\\/\/\\/\\/--- ----- ;//\\//\\/\\/\\j\\j\\j\\//\\/\\%\T�\\j\\///\j\\//\\j�\//\\%\\/\\�\\j�\//\\j\\//\\/\\//\\\//\\j\\// . • BASEMENT AVERAGE GRADE \/\/\/\/\/\/\ \/\/\ \ \/\\/\/\/\/\/\/\/\ \/\/\/\/\/\ \/\/\/\/\/\ /\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\j\\/\\/\\/\\/\\/\\ \\/\\/\\/\\/\\/ \/\ ---- ---ELE-+4 \\\Tj\\jTjTjTjTjT)T\'x Tx j \jT \\jTjTjTjTjT�Tj\\ Tj\ /\\//\\//\\/�\\ // \ \ \ \\ \ \ \\/ - - Ty / //\//\//\//\//\//\//\//\//\//\//\//\/ ------------------------ BASEMENT FINISHED FLOOR I °�,,�°'� �•_�' �TT%\�%\/T\/ /�T\/T�%�/\\T%\TL\T��T\/\T�T�T�T���\�T�T%��/\//%��%✓%\//%\//%%\//%\//\\// /�\/T/T/�%\T%\T%�%\/�T\/�%�%L ."a ------------------ ----- ELEV. +2(b S OT 1 O (o / 11 GENERAL 5Y�f50L <E",r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT n /I a WOOD FRAME (L.O. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 NEW FOUNDATION WALL LU NEW WOOD FRAME (L.O. \� UJI 5TL. WHEN APPLICABLE) / co NEW I-HR FIRE RATED N MIN. (2) 2"x4" STRUCTURAL V ti Q �' WOOD FRAME (L.O. 5TL. , P05T FOR 4" WALLS 0) WHEN APPLICABLE (MIN. (2) 2"xb" STRUCTURAL) O P05T FOR b" WALL5), U.O.N. — 'D O � NEW 2-HR FIRE RATED +-� Lo } fo WOOD FRAME (L.O. 5TL. LO c m z O W CO C9HEN APPLICABLE) � 2 )( � N 0 O O 4-+ O m Z c N O ca Q ro— PROPOSED ELECTRIC SERVICE TO POOL v � �/-� v /V� ✓__.. i'-�. r�/- v�/ ^�' f -`✓ ti^,/''✓��/'��"�.', HOUSE n' PROPOSED K45TE LINE - - - - - - - - - - - - - - - - - - - - - - a - - - - - - - - - - -- - - - -- -- - - - - - p W FROM POOL HOUSE ° /- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - -- -- -- - - - -- - - - - - - -- - - - - / - - - - - - - - - - - - - - - - - - - - - - - - - - - 70 / / - - - - - - - - - - - - - -- - - - - - , -- -- -- - -- - - --- -- -- - - - - - - - - -/- - - - - - - - - - - - - - - - - - ---- -- O 0 - -J m Ic 0 .l 1 I P o I ' ! I PROPOSED WATER ( -- - - O - - - -- -- - - - - --- - - - - - - - - - -- - - - SERVICE TO POOL HOUSE ( _ (5) 14" 2.OE IGROLLAM DRP. GIRDER _ •• a -_ - W/ (2) " STEEL FLITCH PLATES ` - DE RIM THRU BOL 5 12 O.G. UP AND N I o e ' O PROPOSED BURIED -- J J GAS SUPPLY LINE TO ( WET BAR POOL HOUSE PROPOSED BURIED W D 7 WATER LINE FROM WEL - / RECREATION �. -�_�1 ROOM v W 0 z \l •/ O I I , o I z MECHANICAL f— — f— — f— o ROOM _ _ (3) 14" 2.OE�IGROLLAM DRP. GIRDER _ _ _ `(3) 14" 2.OE MIGROLLAM DR�. GIRDER �_`y= Z m \ O �,� o \ \ \ �RCc P��5 L ROOMY �, HALLWAY ��, — ,� N z N 0 \ \ \\ (3) \2) 5 �� Q \ \ \ vv I I � � - _ III o \ \ \ W BURIED-PROPOSED V Z - \ \ _ _ W - i u� ELECTRIC LINE \ 1 I _ v — BATHROOM 5 r v �ii \ _ (2) 11.8.75 LVL * dJ IL 6 L 80 S.F. O \°• � FLbSH HEADER — - - \ \ \ a J � N N \ \ J \ Lu BEDROOM 6 O oo(�) 0 �\ � 9 339 S.F. O�D O o � ® \ PROJECT: \ a \ - \ UP tom- V (2) I I.8-15 LVL \ \ \ °•• \ I d? O FLUSH HEADER \ : \ B L ETSAS \ � \ •• \ _� ® GL. OVIDE ANGLED 51MPSON HANGER \ \ RESIDENCE \ \ � DB RIM -- _ _ 2 1I.8'15 LVL FLUSH HEADE - - - - - - - - - - - - - l r --- �3)14" 2.OE MICR L- DRP. GIRDER \ WALK-IN O v / I .\ O •,• ° . �' cLoSET _ o •� � 905 WILLOW DRIVE \ o EAST MARION N.Y. 11939 n ® BEDROOM 7 160 S.F. DRAWING TITLE:----- z J PROPOSED STRUCTURAL PLAN \ \ / / ° / -' � �— - i-r=f--% _� .-�—_r"-'' � -�._-_^-' -:- '��..i``..i `--'tom- �� - �..i�%�/`--�/._/\✓'� ,�/�_ � / J _ - - - —F \ / � �•- - - - - � PAGE: PROPOSED BURIED L - - - - - - - - - - - - - - - - - K pill, PROPANE LINE Nth *,.#-J.O 31moi PROPOSED SEPTIC LINE L-- --- - -- — - -- - -- - -- -- - -'77�J DATE: 08/12/24 15 OF19 s f S ` I� PROPOSED FOUNIDATI ON STRUCTURAL FLAN T SCALE: 114" = I'-oil OE I `4ERT'�L 5 I �550L E"'� : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. d EXISTING TO REMAIN WHEN APPL I GABLE) 0 �- NEW WOOD FRAME (L..G. �T NEW FOUNDATION WALL J (B 5TL. WHEN APPLICABLE) I NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL M Q (V WOOD FRAME (L.G. STL. © POST FOR 4" WALLS 00 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL C O � O POST FOR b" WALLS), U.O.N. �\ - 'a NEW 2-HR FIRE RATED -+ 0� L } (.0 WOOD FRAME (L.G. 5TL. LO 0 z - a. .O CO WHEN APPLICABLE) � � )( :3 N 0 0 0 4- � O co � � c N O cc Q CL O W 70 U • - U � 4-J M --- - U c (5) 1lb-15 LVL FLUSH HEADER (3) 11.875 LVL FLUSH HEADER (5) 11.515 LVL FLUSH HEADER a �J/ /1 '? V J v0 nl DN - " ® COVERED " ---- / TRP. 211xb" PORCH POST TRP. 2'xb" / v TRP. "xb" POST Q O POST (3) II.B"f5 LVL FLUSH HEADER / - - W/ ate" STEEL FLI7`GH W/ " THROUGH _ - _ _ - _ x �_ _ _ -- - -- = BOLTS 12" O.G.UP AND DN - I, Q�" LVL-HEADER- - - - - - (3) 11.8"15 LVL FLUSH HEADER LINE O` 5ECOND 2 xB =DW -- - - - - -- -- - ( I - - - - �� C FLOOR]ABOVE - ® I6" O.C.- - 7 v - -- ---- - - - _ - (5) 11.515 LVL FLUSH HEADER I N II II z r o -- (4) 11.5-75 VL LUSH EADER - - - - - - - - ------1 " D � - - - - - 2 a - A ER rn � � � - ) .5 LYl:HE b i (3) " STEIr FLITCH PLATES - - - ,��_ �n�� _ - j- - - - �� - - I I (4) 2 xb p05 i j II � - - I I \ - - I I� I I I\ 1 � Z i ui (4) P05T r - -- - III LINEN_ U " .fTCHE N DINI GROOM O p N Z n (.-�1 11- - - _ _� - - - I t- m \ BATHROOM I I 1 o J I GREAT ROOM o �_ o o- - o o o N z ui J o UNDRY ROO H p GAUFERED - Q BEDROOM I Q ~ (2) q5 LV ®N� I I III CEILING � I I I v ? � -- �� N�a (3) 1 l b 75 L L FLUSH HEADER K/ (5) 11.515 LYL IFLU H HEADER lq/ ( N N STEEL F+TGH-PLATES = -(2) -STEEL-]FL.ITCH PLATES A� BEARIN& NALL p o 0 ppIn W/O BEARING WALL TRP. 2"xb" POST Q TRP. 2"xb" P05T I 7RP. 2"x6" POST Q 1 DBL. "x4" P05 PAD OUT 3 WRAP = _ 5M/GO I I PROJECT: JN ppSR (2) 9.5' 'VL HEADER ( W/ Ix P.P.P. ® 5M//c U Iry I DN. - O (2) 11.5-15 LVL FLUSH HEADER B ING WALL (� 1 2 U MUDROOM O - -+— --. I z ---- B LETSAS m J UI 2 9.5" LVL HEADER - v " ® r 1 WALK-IN RESIDENCE C :2 xb POST — C O 7RP. 2"xb" POST r v G OSET 2 GAR GARAGE N - - - - - - -� U•-•- \_-/� �` " a �D (2) 11.675 LVL FLUSH HEADER c�v I ILO ) 11.815-LVL-FLUSH-HEADER 1 Os t% ® _ ( O � C- ✓ - - - - - - - TRP. 2"xb" POST \ ® R. RM. ® w 905 WILLOW DRIVE PAD OUT E WRAP - rn — >^v Ix P.P.P. \ 3 I EAST MARION, N.Y. 11939 O O �- VOPEN RUP Tel 2301® IDRAWING TITLE: \ \ m ® TO �_.�/� _/ --i _ \ - ABOVE " ® I r \ PROPOSED STRUCTURAL PLAN LINE OF SECOND ~ V �i �r \ 1/�r �v I F 0 1 \ ` FLOOR ABOVE LINE OF SECOND j tiP4� TRP. 2"xb" POST FLOOR ABOVE / TRP. 2 x P05T (2) 11.5"15 LVL FLUSH HEADER Q DEN I ', TRP�POST \ \ Ao / \OPEN TO � ABOVEPAGE: �/aryl\\ 01 \\- LINE OF TTRAELLL 5E GO�/ERED v \\ / \ DATE: 08/12/24 16 OF 19 �2) 4.5 22.0 PORCH O U (5) -7.5 LVL DRP. HDR" _ WRAP WITH Ix AZEK n DN. b F OFOSED F I R57 FLOOD' STRUCTURAL PLAN SCALE: 1/4" = P-O" O I ` DRAL= I �550L ICE I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5%. Q EXISTING TO REMAIN WHEN APPL I GABLE) NEW WOOD FRAME (L.O. NEW FOUNDATION WALL W CD 5%. WHEN APPLICABLE) 'J NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Y Q '~ cm POST FOR 4" WALLS c � WOOD FRAME (L.O. 5%. WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL O .- POST FOR 6" WALLS), U.O.N. — - O WOOD FRAME (L.O. 5%. O O 0") z O � WHEN APPLICABLE) � cc --,,e� X U (V OD O 4--+ _c O m �' 1` cm O cu Q a O (D �J U • - Q) D 4-J M < • — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - l QD LAM / I m m I / / I / BALCONY I BL. 2"xb" POST DBL. 2"xb" POST (5) 11.875" FLUSH LVL HEADER I \ � \ T (5) q.5 L HEADER E —--A OD�E-R II • j�Ii;S p�0v O - AoQ xl0_ I t�Uo- O WALK-IN CLOSET CFL CEILING vaoJL BEDROOM 40 11u Q Q Q o a z o0 o ~01BATH. FLAT CEILINCI N BEDROOM cv o1 J BEDROOM -nx 2o WAL -IN LAUNr:) C. CLOSET G oET Room CEILING �DBL 2"x4�'O5T BL. 2'x4" FOS o BEARING WALL ATGH 2"x4" POST (2�.5 -VL-FLUSH_HEADER _ L BEARIDE N WALL PROJECT: _L1 2"xl_ 20HEADER HEADER (2) 2"x1O" HEADER (2) 2"xl0" HEADER � '(Z_2xi0 _HEADER (2) 2"x1O" HEADER HEADER CLOSET SM/GO B L ETSj ASN C G BATHROOM 2 RESIDENCE T MASTER 1 �1 SM/GO \ \ BATHROOM - \ 905 WILLOW DRIVE EAST MARION, N.Y. 11939 \ - s - x - BEDROOM 2 \ \ � N ® J FLAT GEI ING ® DRAWING TITLE: GLOS T OPEN TO UP \ � I WALK�IN FLAT C �EILING �__ __-- PROPOSED STRUCTURAL PLAN \\ 1 \ \ \ (5) 11.5" LVL FLUSH HEADER -- _ PAGE: L3 S 103m011 ,7 v > I DATE: 08/12/24 17 OF 19 / / I- FROPOSEI7 SEOONr1 ) FLOOR STRUOTURAL FLAN SCALE: 1/4" = P-O" d _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT---r, �j NOOD FRAME (L.G. 5TL. < WHEN APPLICABLE) /I EXISTING TO REMAIN W W NEW FOUNDATION WALL LV Co NEW FRAME (L.G. , STL. WHEN APPLICABLE,) LL I/ J cy) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V t LNf) WOOD FRAME (L.G. 5TL. El P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. O NEN 2-HR FIRE RATED WOOD FRAME(L.G. 5TL. p O z O �(>3 WHEN APPLICABLE) (.0 v X � N O O O 4 ' C N O cu 4 0 a: � O U •- O0 - -J 00 c . _ ® U Jill .c Q' O QUO IY ° OIL. RJR. W — — — — — — — — — — — — — - - - - - - - - - - - - 1 II1L- - - - - - - - - - - - - - - - - - - - L— — — — — — — — — — - - - - - - - - - �/ lryl 2"xl0" R.R. VAO" R.R. 2"x8" R.R. I "L DBL. POST O ® I6" O.G. ® 16" O.G. I 2vxlo�' R.REY TM�� - - - - - - - - - - - - - - - - - - - - - - - - - - ® i 2"xl0" R.R. ® I6 O.G. w w LA 0 N I FN- S O cV O Z — — — — DBL. POST TO x - xFX1 - 1 - - - - RID&E (TYP) 1 I I DBL. P05T TO O RIDGE (TYP) 2"xl0" R.R. I O (2) 2"xl2" RIDGE I � � � ® 16" O.G. I I I z '1:12 O 1 1 -� I I N N DBL. P05T TO 1 0 RIDGE (TYP) I I t/, m N I I N Z N U r? I (2) 2"x12" RIDGE " ►' � I w p ® X (2) 2 xl2' RIDGE 0 Z I I 2"xl0" R.R. J/ DBL. P05T TO I ® 16" O.G. RIDGE (TYP) I } 1 N N ?" I '7:12 (2) 2"xl2" RIDGE Li 0 „ R1D6E I a p r x `� Q �� ,Sc i I PROJECT: °" RR. N I BLETSAS ®x I I 1 RESIDENCE I ,:12 - �1 ®N 1 I I I op, 905 WILLOW DRIVE — — — — — — — — — — — — — — — — — — — — — — — —� — - - - - - - - - - - - - - — ®�� -r EAST MARION, N.Y. 11939 - - - - - - - - - - - - - - - - - - - - - - - - � ry �10 11 I 2"x8" R.R. 2"x8" R.R. ® 16" O.G. ® 16" O.G. I I o�o �21 „x\6" o -DRAWING TITLE: PROPOSED STRUCTURAL PLAN 41 — — — — — — — — — — — — PAGE: 1 a0 r dJ �p N 5-1 0- 4mol (� — — — — — — — — — — — — — — — — — — - - DATE: 08/12/24 18 OF 19 P w FROFOSE7) ROOF FRAMINO FLAN d�s SCALE: 114" = 1'-01' i. a Q L1J Lu cu IL Q �-' cmo •— - v �4" FRESH AIR VENT O Q -- J `THROUGH ROOF 1 0� Lid }: 3I O m Z — .O _ 1 c 2 x 0 4- ----- ------- -- r- ---- - --------- ---r---- _---- �_ 2' ---- _BATHROOM 2 .� Q m z r-------T-- -------1---�---- I I I I I I LAUNDRY j BATHROOM 4 1 BATHROOM 5 1 I I 1 -I I j 0 j 1 M_BATHROOM I 1 °`TER I ROOM I 1 I I I I 1 I I Q a. r1L. 1 1 I I I I I I I I I I I I I I 1 211 I 211 i 2 1 i 211 I 2 I 1 211 i 2 1 1 i 2 j 2"j O12" 1 2" 1 i 2" i 2" i 1 2" I 1 EXPANDN6APOAM" (OR EOU L) I I 1 1 I I I I AT ALL PENETRATIONS IN FIRE ,l RATED WALLS AND al I 1 yy G w•`t• I W.G. 1 w•I''• I 1 w FLOORS/GEILIN65. PRODUCT I 1 HOWER 14" I I 211 1 1_�11 I I HOWER 1- 1 I ISHOWER 1- " I CONFORMS TO A57M E 614, I TUB 5 I I j iSHOWER 1 5 WASHER ASTM E 64, AND UL 14"19 G.O. 2 .'�„� - - 2 - 311 ri 2 311 1 -- 2 31 G.O. 211 ------ ! -- - 2" -1--T ______ ----- ---i i I --- ------T---1 NOTE �------I--- BATHROOM I I I I m 1 1 i ALL PLUMBING WORK W KITCHEN 1 I I I I SHALL CONFORM TO �V _j 1 I POWDER ROOM LOCAL PLUMBING GORE I p 1211 1211 j 2 1 2111 2111 2111 !L 1 1 1 i 1 I GLEAN OUT 1211 i I I 1 i AS REQ'D I I I 1 I i IL � PROVIDE F.A.I. 11 Till, 15HOWER - I- • — I-�II 1_�II I 2 _ I G.O. l G.O. I 4" 4 HOUSE REG. ROOM BATHROOM 5 LAUNDRY I 11 E ROOM MAIN DRA N G.O. - ---r11 ------ r-_-�--- I 2 411 TO SEPTIC N 211 I-- 12 2 1 2111 WASHER 1 SYSTEM ATTIG/RooF 11 1 I (GONNEGTION ONLY) 1 tCl 1 I -- I I I I I W. o. i ISHOWER 1_ 11 I 211 I 141 1 - 11 E.P. NOTE: 0. ALL PLUMBING 6 LAUNDRY FUEL 6A5 WORK SHALL CONFORM TO LOCAL Z FLUME3 I NC RISER - r7)A I N / NASTE / VIENT PLUMBING CODE d O VERIFY SIZE FUEL OAS N SCALE: NT5 OU w/MANU. Elul VERIFY 51ZE N w/ MANU. PIPING PENETRATIONS: 1 I ry 1. PROVIDE 'ABESGO FF200 FR /\ DRYER EXPANDING FOAM" (OR EQUAL) w AT ALL PENETRATIONS AT WALLS AND FLOORS/GEILIN65. v 2.PRODUCT CONFORMS TO ASTM E O 614, A57M E 64, AND UL 14-71 o (2)CEILING Z O MOUNTE D HEATERS LAUNDRY KITCHEN Z Ix 0 O N IL VERIFY SIZE N Z -_-___--- - = w/MANU. N m U F = N 0 LL j W U 0. RANGE -1 O IL DRYER m VERIFY 51ZE C� ? — w/ MANU. -- _ 6EN. � �„•I 3:to GAS SUPPLY /M Q w s p 0 MECH. m �" "� � v 0 m BURIED Q 0 ------------------- Q m..� cn LAUNDRY o It- TO Q T VERIFY 51ZE PROPANE o o - - - — - F- w/MANU. TANK DRYER 1 - -- I - -� PROJECT: (CONNECTION ONLY) O MASTER BATHROOM WATER LAUNDRY BATHROOM 4 BATHROOM 5 BATHROOM 2 GOMBNATION 0 ROOM BOILER/WATERI B L ETSAS J 1 NOTE: HEATER RESIDENCE zA I ALL PLUMBING WORK p I SHALL CONFORM TO 04 04 Q4 I Q4 LOCAL PLUMBING CODE lu I I i 11 I 94 94 I I I I Q Q4 I I I 44 I I Q4 I I I 1 1 I v 1 1 I v 1 v 31 I� �1 t� 3 I !v w.G. _ I !v 1 1 v I; X.1 !v w.G. 1 I 3 I !v w.G. _ �1 I; I !v w.G. _ E6END OW D R IV �1 �1 x� 1 *1 x � S RISER - SUPi�LY v v _ I I :2 I :v _ I • v I HOT WATER EAST MARION N.Y. 11 SHOWER !iv m F-------{ RADIANT FLOORS �� �NI I -NB `~� �N N I c�v I WA R c�v 1 ! QI cv c�v I I N1 N c�v I QI :N c�v I Q SUPPLY _I -,I�I- -�- -I I- -1�- -I I- - _I- -I I 50ALE: NTS ---- L=----------1----------1 - -- --------1 --- - L=-------- L ------ - -----L-----_----J —.._.._..� COLD WATER ! - 3 -=--. - L. _ ._.._.I._.. _.._ _T . J SUPPLY DRAWING TITLE: o LAUNDRY KITCHEN I BATHROOM I j POWDER ROOM PROVIDE °ABESco FP200 FR PLUMBING RISER DIAGRAM p ROOM I j EXPANDING FOAM" (OR EQUAL) LL 1 AT ALL PENETRATIONS IN FIRE GAS RISER DIAGRAM RATED WALLS AND FLOORS/0EILIN65. PRODUCT IL �• 1 CONFORMS TO ASTM E 614, A5TM E 54, AND UL 14-1c1 O i [' 1 1 � I � ? Q I I I �4 I I I I INTERIOR SF+UT-OFF 1 ! l i � I i�$ FOR H05E BIB PAGE: XI Iv IW.G. I v iv 1 Ivl I� cvl I� I N' 1= SHOWER �y I �Q m cV I �Q_ m NEW FREEZE PROOF H05E BIB RADIANT FLOORS 1 _� - Q p� 010100 WASHER �� - DW - -- 1 �j l� _I I--_-- 1_I _l.- _ w/VACUUM BREAK FASTENED --------- -- _ L----_------------------_1_---------j J w/ PIPE FASTENERS (PRECISE ----- -- --i------ �.. I--.._ I.._. _.I. _.._.._..-.._..�-�--- �._ _ _.._.l_.._.._.._.I._.._.._.. _ LOCATION T.S.D. IN FIELD - CONSULT W/OWNER) DATE: 08 12 24_N \ LAUNDRY MEGH. I= 1 19 BATHROOM 5 ! 1 ! ROOM ROOM I m y -I ! TO PRIVATE i I j I I Z) 7 I WELL 64 1 1 I 1 < z 4 x' ; 4 T-1 N1 n a I Q w w v uw 1$ tL { FLUME I NC R 15E.-R - SUFFLY SCALE: NT5