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HomeMy WebLinkAbout49710-Z �o�g�FFOL �G Town of Southold 6/24/2024 P.O.Box 1179 o _ +� 53095 Main Rd y�0 ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45307 Date: 6/24/2024 THIS CERTIFIES that the building POOL HOUSE Location of Property: 705 Nokomis Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-3-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/14/2023 pursuant to which Building Permit No. 49710 dated 9/18/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: unheated accessory pool house with half bath, outdoor shower and roofed over patio as applied for. The certificate is issued to Shepherd,Kate&McManus,Miles of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1914 6/13/2024 ELECTRICAL CERTIFICATE NO. 49710 6/10/2024 PLUMBERS CERTIFICATION DATED Paul Rupp 6/11/2024 ()ro Signature o�sU Fet/fco TOWN OF�SOUTHOLD BUILDING DEPARTMENT .:M TOWN CLERK'S OFFICE oy • o� y� 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#: 49710 Date: 9/18/2023 Permission is hereby granted to: Shepherd, Kate 235 E 22nd St Apt#16J New York, NY 10010 To: construct accessory pool house as applied for. At,premises located at: 705 Nokomis Rd, Southold SCTM #473889 Sec/Block/Lot# 78.-3-25 Pursuant to application dated 8/14/2023 and approved by the Building Inspector. To expire on 9/17/2024. Fees: ACCESSORY $300.00- CO-ACCESSORY BUILDING $50.00 Total: $350.00 Building Inspector oF so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� �o sean.devlin(ir)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kate Shepard Address: 705 Nokomis Rd City:Southold st: NY zip: 11971 Building Permit#: 49710 Section: 78 Block: 3 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Neubauer Electric License No: 3867ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool House X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heater 1 Duplec Recpt 13 Ceiling Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water 30A GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 9 4'LED - Exit Fixtures, Sump Pump Other Equipment: Mini Fridge(2), 100A Sub 20 Circuit/ 1.0 Used Notes: Pool House Inspector Signature: c Date: June 10, 2024 S.Devlin-Cert Electrical Compliance Form Town Ball Annex 54375 Main Road lxt Telephone(631)765-I8O2 P.O.Box 1179 y ae P 765-9502 Southold,IVY 11971-0959 y0 .0�3:)�C'D BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:_ (tl____ Building Permit No.� Owner: Vo Lt (Please print) Plumber: (Pl print) lead. I certify that the solder used in the water supply system contains less than 2/10 of I% 1 m ers S ature) Sworn to before me this�_ day of sNt)YI , 20 CI Notary public, U County Dina Andriello NOTARY PUBLIC,STATE Of NEW YORK Registraiiun No.OIAN6364554 Qualified in Nassau County Commission Expires I t'19/2025 0ES0UlHp� '�I����- to # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR OE SOUIyO� TOWN OF SOUTHOLD BUILDING DEPT. Coum, 631-765-1802 INSPEC [ UNDATION 1ST [TUG LB!. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1577 0 l DATE '?AYZI INSPECTOR OF SOUTyo6 /, TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/ [ ] RENTAL REMARKS: 0�4 r - � DATE ( S INSPECTOR ho�a0P So0Ty0� 97 10 "Foy 70-5 # TOWN OF SOUTHOLD BUILDING DEPT. co '631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ]. CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: a� cl`pl&ik c e—?4 DATE ANSPECTOR `. OF SOOTyo{o TOWN OF SOUTHOLD BUILDING DEPT. Man 631-765-1802 .ro INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .I SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL�pwe, [ ] FIREPLACE &-CHIMNEY. [ .] FIRE SAFETY INSPECTION [ .]- FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION : [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C .a c r DATE INSPECTO _ IELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ----------------------------------- ..� C FOUNDATION (2ND) tY2z ROUGH FRAMING& PLUMBING O oO 1 W INSULATION PER N.Y. STATE ENERGY CODE tt I, QL- GM ` FINAL ADDITIONAL CO ENTS S bS 9cy3 I o 1 3 o f 2.3 �c�,�p� I o� � c�, rc c !oS 8?3 �I�+ So r Ce.�� • rec`� Z Cp1t81�W '��c�►� C3o41 r \te ti r� -0X v �H � O x � d . H ,� p\�gOFFQ(/�CO A TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtovmny.gov Date Received APPLICATION FOR BUILDING PERMIT 1 For Office Use Only D) i V ) PERMIT NO. 6 Building Inspector: 'Applications and forms must be filled out in their entirety:=lricomplete I?i iii OIWU OEP . =m' applications will not be accepted. Where the Applicant is not.t.hebwner;.an- 011M OFS007HOLD Ownees.Authoriiation form,(Page,2)shall be completed.: il Date: ��ldLy ^� ,OWNER(S)'OF PROPERTY: Name: -r,�c,�� �<�� f Cf �� SCTM# 1000- Project Address: j �� ?S l(� Phone#: 0r)), 1 3 S J� Email: e��,�( � � Mailing Address: �� =�tl� S f ` �� >CONTACT PERSONc Name: Mailing Address: r LJ.9 // J 9 )J Phone#: �� b - a(� - Email: I~, © @ c�vo C _(;d DESIGN'PROFESSIONAL�'INFORMATI ON: Name: e1J Mailing Address: 'a LA 4 � (42,0 /�J J ?d Phone#: �3.� y� - 3 l �' Email: CONTRACTOR"I N FORMATIONc Name: , .. i Mailing Address: f 3 (/J�� �� 'j)-)6 Phone#: �� a a 3 Xa �. Email: -.DESCRIPTION OF.:PROPOSED,CONSTRUCTION.;:.., New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other PO $ Will the lot be re-graded? ❑Yes*O Will excess fill be removed from premises? ❑Yes klo 1 y� 5. PROPER'MIN FORMATION". r' Existing use of property: � Z L Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes�IGo IF YES, PROVIDE A COPY. Check Box After Reading: The.ownerfi tractoi/design-professional is responsibie for afl drainage and storm watei issues'-as provided Chapter 236 of the Town Code:,APPLICATION IS HEREBY NIADE'to,the Building Department'for_the.iss'uance of a BuUding Per rtiit'pursiianf_to the.Buiiding-ione:; Ordinance of the Town. Southold,Suffolk;County;New York and.other appilcal:6 Laws,Oidinancevor Regulations,for the construction of tiuildings} :' Padditions;alterations or'fouremoval or demolition.as hereiri.described.The.applicant agrees tc comply with all applicable laws;ordinances,Wilding code,"'. ;housing code and regulations and to admli""authorized Inspectors on premises aril 1r iullding(si fornecessary irispectio_ns.False Aatenreki-i iade herein'are-, `punishable as a Class A misdemeanor.pursuant to Section 210:45 of the New„York State Penal iaw2:' Application Submitted By(print na L, 1/>2 authorized Agentwner _ _ ._....._.._._.-.--...__..___. _.._.. __._.._________._.__...__._. Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF W--Q\\L- ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the 1 C.) V Ld (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this / day of 20 N t ry Public p .�.sk Dawn Johnson `�9j........... �6 Nornar =Notary Public,State of Nevl Yor PROPERTY OWNER AUTHORIZATION t: Ausuc ` NaOIJ06349053 ti Qualified in Suffolk County (Where the applicant is not the owner) 11" Commission Expieas 10/11/20.2 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date \ Print Owner's Name 2 :•;:o ..- - "`&'' .�.".. ,« MY '�,Y,p.•'1' tea•.^ •a`i:Jifn.i t'i.INT S•.-- - ."�• .:.. PROP.ERTTINFORMATION;:�. r: Existing use of property: V�< L49,A Intended use of property: r Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? DYeslwo IF YES, PROVIDE A COPY. Check Box;Afte�Reading: The owner/contractor/design professional is r`esponslble tor,all dralhige and storm water isiues-as'proylded'by,=, Chapter,236 of the Town'Code APPLICATION IS tiERE6Y,[NADE to Elie,Building Department for the'IssuanceO a Bullding'Permit pursuant to the-Building Zone �.:_. 7 ., !n•`., �' .. ."µ. a.....r .r.►,t rc:,.�Z....,�,..•,,, - L:►�:11w...-,�,.. r.•..,y.. Ordinance of.the Torn of Southold,Suffolk;County;NgwWork and other appalcable taws,O�dtnagces or Regulations,`for the construetion,of buildings; _ ;.additions;alterations or for removal or derriolitlori as hereln described:The applicant agrees to comply with aII appllca6le laws,ordinances;tiulldina code,: ';housing code acid regulations and to adnitt authodzed lnspect`ors on p imiLi,ind In buliding(s)'for necessary lnspectloihs:,Fal'se statements"de•harehi are; punishable as a Class A misdeieeanor pursuant to Section 210; S_of the N i*,York State Penal }, Application Submitted By(print na (✓ ��v,�' authorized Agent wner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OFCz��� ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named,` (S)he is the ( 1 4?C 0 cli A-1 (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of � ,L/ 20 N try Public n Johnson PROPERTY OWNER AUTHORIZATION : "°rUsur.B-L-ir -`�o01JPuhl: stateartYev�irbr _ "NE"",�\.,' 06349053 (�v;ai aed in Suffolk County (Where the applicant is not the owner) cuntiteissiur,!spires 10n1i20e l� residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 .os°FFQ���o A TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For office Use Only IDJ Wi' 1? IT—It p 1 PERMIT NO. Y Building Inspector: 3— ' S-� 1 43 w e' .'Y•'�.'1t'�-••�"*;➢"..�--Ls:L�6�<YT` -`.if;�•� is�r1 ' t i5 L? _,�./ °Applications and-orms mu' be fill'e'd:oGt;in.t eir entirety:;lncomplete ;:I _fi FE'+"i`,'. r ,- .� ,•+�ti^+'. 'i• i1 np S r� art+' ' .:ai'i '.,,.i •3. .. 'apPlicationswill not be accepted:`�lVR the�App icant is not�thejowner,an+_,�:�: +�VVN Oi SO�Jfi-UD Owner's.Au ho izat on fOrin ike 2)' atl'be completed:_ Date: Ad 3 P ..�.,uC.:i;.,,� ,�. �.-<.-:,.rys•.t •v t,;;�xv.. �J; '. -' _ •=l�:i - '..i;-,-i�'� "7, '•.S s{`� .:�y-` a-Vr.�x yr.' ,\` - ":jY,"6+. •:�`'••�(;. },�,' - _',z �V �i`' :'cif'`° ...�!%�'+„ `v'ity - - -.ii+ =c6 L..j a,..'f•.- ;j•.. .�,.;`. ,n� •:� 'r R'l■. '�c:r. - r'3:Aara., - �?��;r - ..c,`::" ,r �+` ., .O.WWER 5 :OF;PROPE ..t. .;,� `zx;�>•. �r;:� ,+,.t: ,��•:;°��' _ ,�.,, ;ar�.•:;=:�:.-.;�°Y.,,,. -`.r:,�k;ti:rt,�- .��._ .,_ _',';<•:,~ Name: TIC k.�~ I�._I. .•.' SCTM # 1000- '7 9 : — Project Address J �� �S Phone#: Email: ro , • I ) 1 Sr Mailing Address: �d UJ L/Ih Y Tree i` 0 P r JUv v)-2 - _ _ _ ;fir ,.�..-.�._y,�..i,.�: �.��, •1,1.•j�l•% -;ni-;•;Y.`tt:' i7:ti d;''J r�:i,'., .t:t;.-.,','fit+'7:i'i::{�•.i.'i�t"5`rb: ,G pi - - _ - ..l' r.l .:�.' �Y :ld" .�j:``..p.T::.'..1J:��:�1�'.� _ -rrf�'•�•r'-^�, .,ti'_�� ..�...fr',1,.. ::f'. � -.Air i ^sJF_ a;/:tii-�: v:Y',,w•i .t... .,:I'i-�i`.- CONTACT•.PERSON: �:>� :i<,� ;-��-'.-.r, •.�; _� �;,; ��� ;�_,�--�� �.�<<,a:���r�.. �z �':-� _v ,> Name: Mailing Address: Phone#: Email: �, I - %1«%'Lug i.%'4-. �°:!_'.- - i•-Yr +l�.r ^1 - �-ti•-`• ^iy'•: ,C% •+1.,..;:yt. �� ,:f..�7 it"•. -=�� 'd � it�-"z iY.x-. �>i,a rr-„^_j.3isac:5i.R ATION� •;r.:u,' •d r,:.�J,_•,?;^� q F... -- 1.,. ,,..- •tiy,;•f.. _.f:,+, ; ,�;•�.;�.y.. _ - _ Name: �) a lr� °f .✓� �� Mailing Address: I a �a (1-0 Phone#: Cn 3 �yd - ] i) Email: t'e5"VJL cf �lt4�1yf' - _ _ .i.:.�. 'i w_' .:1'�: - a1u - ,•y,N:..-;lj% r.yt` r 4.^:;:�:is-,.,„d'C. �r%' 'l R - Cr �IN Name:A -<' � � L—t(.yi �" � , l Mailing Address: f 3 �� �� J �� l� 5 Phone#: Email: N�OF'PROPOSED CONSTROCTIO,N. '„ ;6' ; �,DESCRIPT{O _ •�._, y, ,�_�.arha _ New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes,** Will excess fill be removed from premises? ❑Yes *<O 1 � fFtxco BUILDING DEPARTMENT- Electrical Inspector Gy TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 rogern( southoldtowniy.gov - sea ndC�southoldtownny.4ov APPLICATION FOR.ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: I C' Company Name: e u b Q.0 Z( � )$ cf(I c, 1.LG Electrician's Name: A i a U e r. License No.: �?�b7 rq� Elec. email: -ewry' Elec. Phone No: S I request an email copy of Certificate o Compliance Elec. Address.: qo ✓d4%v ? Wtsf ( )Mb )an a 1171)1 JOB SITE INFORMATION (All Information Required) Name: C'U C �� Address: 90 , 0I d Cross Street: oL vJOLfOv- Aivbr4C j \,j,, yr Phone No.: 0 - Bldg.Permit#: Tax Map District: 1000 Section: Block: 3 Lot: BRIEF DESCRIP 10h�'s :ARK;=_INCLI4D f=sS.QUARE FOOTAGE (Please Print Clearly): d Square Footage: Circle All That Apply: Is job ready for inspection?: YES EgNO ❑Rough In ❑ Final Do you need a Temp Certificate?: Q_2YE ,0 NO Issued On Elgt ( Io13n123 Temp Information: (All information required) Service Size �1 ❑31Dh Size: 00 A # Meters Old Meter# 0New Se ice❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect[]Underground ' verhead # Underground Laterals D 1 2 H Frame 0 Pole Work done on Service? DY N Additional Information: 7 3� 9,:�u_ jro�,3 ja� Clu f"Ovi 140�-Z PAYMENT DUE WITH APPLICATION > _e o#- ) ,5S 2-3 5 ? lam ID �30 Z5 1 1 i PERMIT t4 ' Address- Switches Outlets GFI's Surface Sconces H H's GIM' l UC Lts .Fans 1 Fridge HW .2 e Exhaust Oven WAD Smokes DW Mini I -arbon Micro Generator -ombo Cooktop Transfer \C AH Hood Service Amps Have Usec ,pecial j :omments Zt �. I S.C.T.M. N0. DISTRICT: 1000 SECTION: 78 BLOCK: 3 LOT(S):25 LAND N/FOF rl lanmtra�d -7 3l Z.3 PETER J SARKUS dw'V �' o�I.IoCFOLlC COUNTY DEPAR T RVIa```NT C1o�HEALTH I SERUPGES -�-F IRREVOCABLE TRUST F�•� g #R-2 1-1914 DWELLING � PER11.17 T FOR �^ 0 w wiP e Z ?' I a�+T��"r,.f'>V�tl_ r� 01V::T R2-TIOti U LIC WATER Sd e3 SINGLE '� � ° �� 1 MON. N 84°21'00"E 150' v.»,� _�. ,.. .i�s"r•,- r4'.V:....s'!a•_,:1,, f1�1'4D 270.00' ca r r I EL 17.4 00 AO AI EL 18.1 O PROPOSED POOL FENCE �y *2-1m I O EL 16.5 6dA 1 ,/ Z cn I O I a n 32"MAPLE 327REE o,� w 1n !_,J;i-7:'�4 F"' T 11 3 E Y:,.P'FR3 Y`d��'`e�v'J�L9.,^'x 3 Q,=S•..YJ•`{PPPt0)jA PROPOSED DRIVEWAY N p 0 U l / 1 UV�� 40"DOUBLE ..Y.......,...._.........._.•.........,.._....... .-. ... EXP jam, O 2"RAINFALL CALCULATION (r1 C Water+1,.Jn p j O DWELING W/2092 ROD166 PORCH:4 4 C.F REO. 15o' LP $ (2)8'0x6'DEEP suff®j& +v ��� B@ 1(1.Sg•� ,} - (n ' Cn ��� Ounty p�}• Of�nsPected, to The O (2j8'0x5'DEEP DRYWELL=aa2 C.F.PROVIDED O 8'0x5'DEEP LP 8J2-t7SY 4 at1h � 7" T, LOT 1 E O \ (18.5) •-.:::::,. t18.5) & 6 1 ,�.,y, � � �O(,]r�' � /� "�`�. (T1 MAP OF POOL HOUSE W/PERGOLA:580 S.F. D.W. :'`{-:25.7'9:r:?(.;.: 7'o Skid 7., j H n p`1dv+'�1►1 '�'. 580 x 0.166=96 C.F.RED. ? J GF(19.0) "HIAWATHAS PATH"#9151 mp �:•:::-•GF(19.0):;:-:;:p � S.T. � p��I'j(�r(�.)- (1)8'fdx4'DEEPDRYWELL=177C.F. pr I I ..cv g10m,n \ W/PUBLICI WATER NG -*OVERSIZED FOR • O z I F O 1250 GAL 150' POOL WASTE WATER �G) 60.0' C.O. TYPICAL CLEAN OUT :.:4.3 p SHOWER ° SLATE OR PR c.o. STOPPER END (� 'o'::.:'•.PROPOSED::::::::•:•::: C. 4X4' u°i f 1/ �i- :•:2ST1 FRM.:•::• (17.5) POOLEOP. m SUITABLE COVER \ OR PLUG ELEV. 17.4 c \ o ° DR BROWN May 18'CEDAR o #705 _ _ _ 8'x4'DEEP p 0.5' !V :: DRd•MS`: :•::•:: .'POOL HOUSE':: OL � .� . ....' . •'•�'� ' '''�' m P p\ OVERSIZED FOR O LOAM mo .....4BEDROOMS:::•o PROPOSED :':•::;:;:::::: cmi ..'POOL 1POOLWASTEWATER T I O :•::FFL(20.0) 0 30' ':'.20'x40':::::::::::::: ::::': o FFL(18.0)';:o "CEDAR o S.O' 'J z - BROWN 1� ML 9.0' SILT W `..J 66.0' MON. 30 ELBOW � 3.0' (17sj - 60 WYE - w w w w :::.::.: ''' E- - - E- PROP. BROWN PROP.WATER LINE _ SM SILTY SAND 4.0' :::':C"30.0' w, w w w - ..... (185) FLOW PALE - I I PROP.U.G.UTILITIES (18.5) - SP 2 BROWN _ p LOT 1 m c50 MAP OF SAND 16.0' s lD.w. p J m "HIAWATHAS PATH"#9151 WATER IN o I 8'Ox5'DEEP p V V DWELLING PALE C I I O V W/PUBLIC WATER SP BROWN . m z rn ° ISO, FINE � I N m SAND rn m I NO m o MAY 7,2021 17' O 32'DOUBLE McDonalnd Geoscience THE WATER SUPPLY, WELL$ DRYWELLS AND CESSPOOL L��� PROPOSED POOL FENCE EL 1s.o .LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS MON. AND OR DATA OBTAINED FROM OTHERS. EL 17.0 - S 84°21'00" W 270.00' ELEVATION DATUM: Np`VD88 I AREA: 53,999.92 SQ. or 1 .24 ACRES UNAUTHORIZED AL ZERA770N OR ADD17ION 70 THIS SURVEY IS A NOLA770M OF SEC77ON 7209 OF THE NEW YORK STA TE EDUCATION LAW. COPIES OF THIS StIRVEY �. MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 771E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING UVS77TUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. LOT I . THE OFFSIETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFDRE THEY ARE p MAP OF NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD/77DNAL STRUCTURES OR AND OTHER IMPROVEMEN7S. EASEMENTS - "DAVID VERIFY at LAUGHING WATERS"#11889 _ AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY DWELLING SURVEY OR DESCRIBED PROPERTY CERTIFIED TO: R-40 SLIGO CONSTRUCTION W/WELL OVER 150' ZONED CORP.; HIAWATHAS PATH FRONT: -50' MIN MAP OF: FILED: SIDE: 15'MIN, 35' TOTAL REAR: 50'MIN SnuATrD AT: SOUTHOLD TOWN OF.SOUTHOLD KENNETH M WOYCHUK LAND SURVEYINJPLLC r✓I i j'y SUFFOLK COUNTY, NEW YORK I. P.O. Box 153 Aquebogue, New York Professional Land Surveying sad DeREVISED 07-06-23 Fl� �`223-37 SCALE:1"=30' DATE MARCH 15, 202N.Y.S LISC. No. 060882 Paoxs (eS1)29a-15ea FAT:(631) 298-LS 0-1 -0-14 IVL) /U6 on qa� Y aco 7 1 7 S.C.T.M. N 0. DISTRICT- 1000 SECTION: 78 BLOCK: 3 LOT(S):25 #R-21-1914 J 0 3 LAND NIF OF UIN 292hi PETER J SARKUS - IRREVOCABLE TRUST 00 0 STK o MOM N 8402 VOW E 05S WOOD RAIL FENCE W/WIRE OAS 0.3'W 0 z NG W o _X o U.P. Lij 0 BELL.BLOCK z APRON W 0 m W RCA DRIVEWAY BASE (A� m SANITARY LOCATION 0 POINT"A" POINT"B" +_ LLI (2)8'Ox6'DEEP U-1 157' LPI S.T. 23.5' .21' (f 0 LV1 207 32' LOT 1 W.M. LP2 0 W ABANDONED 25.9'*.'.'.,.-. 0 LV2 35' 38' 0 MAP OF y�-e WELL -.- .-- -,..".. 0 rrl "HIAWATHAS #9151 ...... .... 65.3' 55.2'. ... ...... ... C01 P m- ......... U GARAGE rn z...... S.T. �joRKS FOR 0 TRI '"Tc' .... ... m AP-PROVI"L OF COWS Ed :��2 1:11)GAL. .............. D :it m C.O.1 A SINGLE 9:A,'Vl'l_ PEA, INICE AN- 59.8' 7.0' m .. C.O. OUTDOOR ..... SHOWER 8'x4'DEEP 2 STY FRAMF:.`.`.`.`.- C.o. SLATE PATIO OVERSEED FOR 8'Ox5DEEP D WELL IN6 WINDOW SLATE POOL WASTE WATER WELL STOOP ......... 7=7.-.:.:::.7': .... ........ FFL 8.8. D W) I W) . ......... POOLDate; TUN 3 2024 4�_ INGROUND:-: --':-HOU a uiis!cco Jon have been Q2 W The sews sal spoSPI and wate, S•-t SE e 'b I 0�.fie-r agencies and FFL 16.7'�' C:O) .. cl� �9 • z POOL .... POOL EQP. inspected Pw 20X40 .... MON. ..... ......... ..... moOMS TOTAL 0 R, A"4 A V: 66.0" 1 IvI 0 F A4 BED C-) found be safisfictory I M ]WINDOW WELL W W W W C p P,E_ IE CH � r —E- -E-E-E-E-E-E-E- L I U.P. F ELEC. 8'Ox5'1)EEP H MAP 0— METER "HIAWATHAS H"#9151 D.W. cr) -� O O L.P.GAS C� THE WATER SUPPLY, SP WELLS, DRYWELLS AND CES OOL LOCA71ONS SHOWN ARE FROM FIELD OBSERVA77ONS 3.9W AND OR DATA OBTAINED FROM OTHERS- 05N WOOD RAIL FENCE Wl WIRE 0.IN MON. REBAR ELEVA77ON DATUM. NAVD88 2 70.00' AREA: 53,999.92 SQ.FT. or 1 .24 ACRES S 8402 1'00 W WOLA77ON OF SECTION 7209 OF WE NEW YORK STATE EDUCA770M LAW. COPIES OF THIS SURVEY UNAU774OR12ED ALTERA 77ON OR ADD177ON To THIS SURVEY IS A ER THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN LOT1 MAP NOT BEARING THE SURVEY IS PREPARED AND ON HIS-BEHALF TO THE 777LE COMPANY GOVERNMENTAL AGENCY AND LENDING INSTITUTION MAP OF ONLY TO THE PERSON FOR WHOM LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. LISTED HEREON, AND TO THE ASSIGNEES OF THE "DAVID VERIFY at LAUGHING WATERS"#11889 7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 7'0 THE 57RUC EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER 1UPRO VE IS, EASEMENTS To GUIDE THE MEN SEM NOT INTENDED To MONUMENT 7HE PROPERTY LINES OR ZONED R-40 AND/OR SUBSURFACE S7RU&TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY FRONT: 50' MIN SLIGO CONSTRUCTION CORP.; SIDE: 15'MIN, 35' TOTAL SURVEY OF.DESCRIBED PROPERTY CERTIFIED TO.. HIAWATHA'S PATH REAR: 50'MIN MAP OF: FILED: SITUATED AT. SOUTHOLD TOWN OF.SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC FINAL SURVEY 05-22-24 SUFFOLK COUNTY, NEW YORK Profeal9io nal Land Surveying and Design 1 —04-23 P.O. Box 153 Aquebogue, New York 11931 FOUNDATION LOCATION 10 050882 PlEONE (031)298-1588 PAX(631) 298-Lass REVISED 07-06-23 FILE #223-37 SCALE:1"=30'- DATE:MARCH 15, 2023 N.Y.__ S, LISC. Na GENERAL NOTES GENERAL: In t 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING ` DEPARTMENT. P uOL 0 U 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEWYORK STATE L T 0 AS WELL AS ALL CURRENT NEW YORK STATE CODES 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE: DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEWYORK STATE THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOWTHIS PROCEDURE AND N CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBI-ITY AND LIABILITY ARISING TH EREFROM. MECHANICAL CODE NOTE: ° 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF IJG DEPARTMENT. 1 4 > } FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILD/ NY.STATE,CHAPTERS 12 THROUGH 24. 5 DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE: TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE Vfn AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OP,ENGINEER. 2020 RESIDENTIAL CODE OF NEWYORK STATE CHAPTER 25 THROUGH 33 Pt 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS,CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ELECTRICAL CODE NOTE: 705 N0KOMIS ROAD 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GRCUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY SOUTHOLD , NEWYORK WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHIJ DESIGN GROUP LLC. 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUP_EFVISION OF WORK AND ENERGY CODE NOTE' IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF COMPLIANCE WITH: ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USEDWITHIN THIS 2020 RESIDENTIAL CODE OF NEWYORK STATE AP VED AS NOTED BE FOLLOWED. THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS NOTE h 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED ®•p CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE CURING CONSTRUCTION TITLE SHEET PLOT PLAN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. FEE ��U BY 13.AN Y AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. NOTIFY BUILDING DEPARTMENT AT r [REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEWYORK STATEI 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED. FLOOR PLANS 631-765-1802 8AM TO 4PM FOR THE IIlowef�®o.2USE LIVE LOAD SHALL BE IN ACCCORDANCE WITH SECTION R316. FOLLOWING INSPECTIONS: and duCtwor� 15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITF SECTION R702 AND NOTE: I. FOUNDATION-TWO REQUIRED UNINHABITABLE ATTICS WITHOUT STORAGE GE 10 psf EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 FOR POURED CONCRETE testing required. UNINHABITABLE ATTICS WITH LIMITED STORAGE(b,g) 20 psf 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL 3 ELEVATION' S & SECTIONS 2. ROUGH-FRAMING& PLUMBING HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 psf BE VARIFIED IN THE FIELD BY THE CONTRACTOR, 3. INSULATION EXTERIOR BALCONIES AND DECKS(e) 40 psf MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, AND RECEIVED DISCREPANCIES SHALL BE 4 NOTES & DETAILS 'L FINAL-CONSTRUCTION MUST PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, IMMEDIATELY REPORTED TO THE ARCHITECT. BE COMPLETE FOR C.O. ELECTRICAL FIRE ESCAPES 20 psf ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE GUARDS AND HANDRAILS (d) 200 psf(h) ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED 2,MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY GUARD IN-FILL COMPONENTS(f) 50 psf(h) CARPENTRY: FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 5 ENERGY SEALING DETAILS REQUIREMENTS OF THE CODES OF NEW 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. YORK STATE. NOT RESPONSIBLE FOR PASSENGER VEHICLE GARAGES(a) 50 psf(a) DESIGN OR CONSTRUCT ON ERRORS ROOMS OTHER THAN SLEEPING ROOMS 40 psf 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) SLEEPING ROOMS 30 psf 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 6 BRACED WALL PLAN 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF STAIRS 40 psf(C) TRUSS PLACARDING REQUIi;::D J 2 2" 6" U.O.N. BUILDINGS. COMPLY WITH ALL CODES OF FOR SI:1 POUND PER SQUARE FOOT=0.0479 KPA,1 SQUARE INCH=645 MM2,1 POUND=4.45 N. Z 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. 7 BRACED WALL PLAN NEW YORK STATE & TOWN CODES 0 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) AS REQU(RED AND CONDITIONS OF A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. w 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) 8 NOTES & DETAILS B. WHERE HERE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, 4 ��� AL7QA WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES��!I T H WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. ��^� INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER,',t!ITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT - 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ k.I,�iNnl BY= CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN SEAL MODELS NUMBERS ON PLANS. S"�t�.RUSTEES AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE GF'EATER STRESSES. A�� D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. �Q 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY �� j Cti� N All exterior lighting E. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR N'.LLS. F ES,'APE,IN CONFORMANCE WITH 2O20 NEWYORK STATE BUILDING CODE g b F. GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE'A'HANDRAIL),BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY � \Ss, SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @GRADE LEVEL WHEN GRADE installed replaced or APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH RETAIN STORrl 111f""''R i7 "OFF • �' ANY OTHER LIVE LOAD REQUIREMENT. OF 20"(OPERATION WIO NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. PURSUANT TO CHt'�P I L.(1 236 repaired Shall COnfOrin G. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE- CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS 42 INCHES OR GREATER,OR Of THE TO4 i�t,' CODE. . to Chapter 172 WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 10 EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. Of the TOTAl21 Code INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES. ALL GLAZING SHALL COMPLY WITH SECTION R308. 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE OCCUPANCY O(�I 1 ARE MET: 0 INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING 1. THE AT U E IS UNLAWFUL TIC AREA IS ACCESSED FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. Must Provide Manuals PLUMBER CERTIF..IOATION 2• THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. D,J and S as per WITHOUT CERTIFICATE 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. ON LEAN CONTENT BEFORE THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF ELECTRICAL: R 1 R NYS Energy Code OF OCCUPANCY CERTItICATEOFOCCUPANCN NOT LESS THAN 10 POUNDS PER SQUARE FOOT. GEOGRAPHIC TABLE DESIGN 1 \E C�(U I I \M E N TS H. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4 THE SAFETY FACTOR SHALL BE APPLIED TO 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE SOLDER USED IN VIA EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE LOAD ON THE IN-FILL COMPONENTS.THESE LOADS SHALL BE NFPA 70 NATIONAL ELECTRICAL CODE DETERMINED INDEPENDENT OF ONE ANOTHER,AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. 00 2020 NYS UNIFORM CODE SUPPLY SYSTEM CANNOT - o 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION EXCEED 2110 OF 1%LEAD. OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION , CLIMATE ZONE 4A 00 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 ? U AND LOCAL BUILDING DEPARTMENT. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLER301.7 b,o M 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED, ALLOWABLE 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN PLUMBING STRUCTURAL MEMBER GROUND WINTER ICE SHIELD FLOOD ' 'a DEFLECTION FREEZING ANNUAL ALL PLUMBING UVAttt"E 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF DESIGN DESIGN UNDERLAYMENT RAFTERS HAVING SLOPES GREATER THAN 3:12 L/180 SNOW LOAD SPEED d TOPOG SPECIAL HAZARD TEMP WATER LINES NEEE� '.�;;'- WITH NO FINISHED CEILING ATTACHED TO BORNE -BORNE FROST LINE PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. RAPHIC WIND CATEGORY 'WEATHERING,, TERMITE TEMP REQUIRED INDEX TE$T)NG BEFORE COVERIN`Q'. RAFTERS MPH EFFECTS k REGION DEBRIS DEPTH FOUNDATIONS CONCRETE AND MASONARY: wTERIORwALLSANDPAITIONs Hnao Y y 1 MILE B 3 FEET 15° YES INSERT FLOOD 599 51° � � 20 PSF 130vuit NO NO FROM THE COAST SEVERE HEAVY FLOORS U360 o O O 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. BOF ZONE OR N/A Q >- > 2. SOIL ASSUMED TO HAVE A MINIMUMBEARING CAPACITY OF(1)TON 1 SQ.FOOT. CEILINGS WITH BRITTLE FINISHES(PLASTER&STUCC ) L1360 0 � Z CEILINGS WITH FLEXIBLE FINISHES(GYP BOARD) L1240 S2 z v Uj z 3. FOOTINGS TO REST A MIN 3'0"BELOW GRADE. U.Q.N.STEP FOOTINGS @,:2RATIO MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONSALL EXTERIOR IOR WALLSC WIND LLOADS aRWITH PLASTER OR L1240 W O J J G_ (V RISE MAX) p J 4. VIALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON STUCCO FINISH HI360 O O 0 O PLANS. (U.O.N.) ALTITUDE INDOOR DESIGN EXTERIOR WALLS-WIND LOADS WITH OTHER z >_ WINTER SUMMER HEATING TEMPERATURE BRITTLE FINISHES HI240 o O N 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE EXTERIOR WALLS WIND LOADS a WITH d `' m FLEXIBLE FINISHES H1120 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. LINTELS SUPPORTING MASONRY VENEER WALLS e L/600 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 98 FT 40° N 15° F 85° F 1.00 68° F 75° F 53° F Note:L=span length,H=span height. ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY A. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, S. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING THE WIND LOAD HALL BE PERMITTED BE TAKEN A .7 TIMES HE COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. R301.2(2). W 0) 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE I POURED STEPS. 10° F 15 MPH 7.5 MPH 72° F MEDIUM (M) 45-55% 32 GR @ 50% RH B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH (-) U z0 N 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH OF THE CANTILEVER. MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. W Z -J c\j C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR -J WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,N';T SUPPORTING 0 0_ N 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. EDGE OF GLASS OR SANDWICH PANELS,THE 11. E RICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TOTAL c N - _ SHALL NOT EXCEED L/60.FOR CONTINUOUS ALUMINUM STRUCTURAL O L� O EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE MEMBERS SUPPORTING EDGE OF GLASS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH GLASS LITE OR L'60 FOR THE J � � O W/WEEP HOLES @ 4'-C"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN ENTIRE LENGTH OF THE MEMBER,WHICHEVER IS MORE STRINGENT. o Q 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND WINTER ICE SHIELD FLOOD FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL a- 0O D Q FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED SNOW LOAD SPEED d TOPOG SPECIAL BORNE -BORNE FROST LINE HAZARD TEMP NOT EXCEED LI120. - U a_DE LIMITS. RAPHIC WIND DEBRIS CATEGORY °WEATHERING° TERMITE TEMP REQUIRED INDEX D. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD U) �I r- 13. THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. MPH EFFECTS k REGION DEPTH FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H/180. LLJ U 0) LJ-J 1 MILE B 3 FEET MODERATE SEE E. REFER TO SECTION R703,82. C F PLUMBING, MECHANICAL, FUEL GAS, AIC: 20 PSF 130vu1t NO NO FROM THE COAST SEVERE YES NO 599 51° z & FIRE ISLAND BOF TO HEAVY BELOW W a O Z N o 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEWYORK STATE2020 I.M.0 z z r AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. - ~ 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S,REQUIREMENTS. WINTER DESIGN TEMP: o- � U Z < F- o � 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68° F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY _ DVVG No SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72° F HEATING, MINIMUM 75° F COOLING :' AND FUEL GAS CODE(CHAPTER 24)of THE 2020 RESIDENTIAL CODE of NEWYORK STATE -DEGREE DAYS (NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F , DRY BULB 89° F,WET BULB 75° (2020 IPC APPENDIX D) 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B (` SV CAST IRON BELL(HUB)AND SPIGOT BELOWAND THROUGH CONCRETE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. 8 20'-0" 20'-0" 4'-0" 16'-0" q --------------------- r------------------------------------------------------- NEW 3046 H WINDOW I I I I I I 1 -- ---- ------- R-MO IN RD IIN.RfLE -N-t- RY --------------i I 2-2"x 10"HEADE I coI INSTALLED 24"VERTICAL&HORIZONTAL 4,_0„ CH w LU J @PERIMETER i I _ NT. a ? 1 0 coo I a z i PROPOSEDLL- 8� z o I i 0 9'-2" PROPOSE I o o i F- o� SHOWER " LAV x I Z JL�t 1 1 ao z I I coN n STORAG N w 1 zo I 1 2x10 @16 oc N I PROPOSED I i CEILING JOISTS Pr x i - i 2"x 10"@ 16"oc 2"x 10"@ 16"oc i A_4 IrA Z_ SLAB ON GRADE A A A A 0 3 I i 40 0O _ i I 3 _ 3 3 - 3 3 ROOF RAFTERS ROOF RAFTERS i 3 U CD 00 CD I - 4"THICK POURED CONCRETE SLAB WITH J I I PROPOSED o I Z I 1 6"x 6"x 1.4 x 14 WWM REINFORCING Ja z I I o I 1 OVER 6 MIL VAPOR BARRIER OVER 3" zo I i o POOL HOUSE = 1 R.C.A.COMPACTED BASE. Q U i i 3 0 9'-0"CEILING HT. v i i i O I I _ x Co I I I I I zo I I o x o N th I I I I I I uw W 1 to o o I I �Z i r r1 i- N Z 1 pi 1 i z x i 1 " 19'-4" hli 1 I (� 1 I 000 I I I �1 „ o0 3 1 cli 2"x 10"@ 16"oc 1 "i i Q 1 R-10 RIGI INSULATION BOARD 18'_8 I I , I I CEILING JOISTS �, I N1 I INSTALLE 24"VERTICAL&HORIZONTAL I "' I c;1 W 1 i@ PERIM ER L------- ---------------------------------- 2-2"x 1 'HEADER 2-2"x 12"HEADER 2-2"x 10"HEADER i i W I L------------------------------------------------------J I I � NEW 3046 1 lH WINDOW 6068 LIDER NEW 3046 H WINDOW 1 I w 3'-6" 6'-6" 6'-6" 3'-6' u," 1 i i N I I z 'd' I I PROPOSED -' w ROOF OVER PATIO I NI N� , I _ I I 1 i A 2"x 10"@ 16"oc x i 2"x 10"@ 16"oc VINYL SOFFIT MATERIAL ON CEILING "'' I N ROOF RAFTERS N I ROOF RAFTERS VI 6"x 6"POST ANCHORED ON 6"x 6"POST ANCHORED ON 6"x 6"POST ANCHORED ON r 6" 6"POST ANCHORED ON I N 18"0 x 36"FTG.BELOW GRADE 18"0 x 36"FTG.BELOW GRADE 18"0 x 36"FTG.BELOW GRADE 18" x 36"FTG.BELOW GRADE I I SEAL AND 4"-6"ABOVE GRADEcil AND 4"6"ABOVE GRADE AND 4"6"ABOVE GRADE CANI4"6"ABOVE GRADE 12"x 8"@;16"oc n i RE D A R 3_2"x 12"PT HEADER 3.2x 12"PT HEADERCEILING JOISTS i 5� � N.K. TFcyt' %, i @ 10'-0'1 HEIGHT I I ., ----- Q , LL3 < F OF NEW PROPOSED ROOF PLAN 1/4"=1'-0" w o PROPOSED POOL HOUSE PROPOSED POOL HOUSE W co _ 0" 1/4'-1!-0" 0" v cM co 00 0 M W 0 w co Z cr z PROPOSED FIRST FLOOR PLAN Y o J w O —j QX Z O = O n LnB �- CONCRETE WALL NOTES: ° m 1 EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER %'! % "° '°''% NEW CONSTRUCTION NOTE: ' WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON THE ' 3 x 3"B.@ 48"L .C.WITH WASHER DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL ------------- 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. ------------- TO BE REMOVED WITH CHAPTERS 12 24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE 2"x 6"SILL PLATE MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER SQUARE EXISTG STRUCTURE WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK CONCRETE WALL CONSTRUCTION NOTES: FOOT WITH A MINIMUM OF3'-0"COVER. STATE. U 0 z N 3. ALL CONCRETE SHALL BE 3,500 P.S.I. 3.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN W Z —1 m M 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, THE LEGEND ACCORDANCE WITH SECTION R613&ALL GLAZING SHALL COMPLY CA W J 04 4 ' ALL LUMBER THAT COMES IN CONTACT WITH WITH SECTION R308. �- e� � CONTRACTOR SHALL BACKFlLL AGAINSTTHEM WITH CLEAN EARTH.CARE WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION 0 � a CONCRETE SHALL BE A.C.Q.LUMBER. SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFlLL 4.R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. = W 0 a� TO BE FREE OF WOOD,TRASH,ETC. INDICATES LOCATION OF SHEAR WALL HOLD-DOWN 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE J O ® 3/4"OSB SUB FLOOR GLUED AND NAILED 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS ® BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#12 WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE 0 0 0 1/2"A B.@ 48"O.C.WITH AS PER MANUFACTURER'S SPECFICIATIONS BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED (TO BE INSTALLED AS PER N.Y.S.CODE) INSTALLED IN ACCORDANCE WITH SECTION R703.4 0 Q Z ❑ w ,I 3"x 3"x 1/4"PLATE WASHER WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE �- O (' ¢) ALL FASTENERS SHALL BE INSTALLED WITH STRICT 4 PLASTIC CEMENT. ACCORDANCE W MANUFACTURER SPECIFICATIONS WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK W � r- 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. HOLDDOWN CONNECTION NOTE STATE. w (_n W RIM JOIST 1.MIN.7"EMBEDMENT INTO CONCRETE 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( HOLDDOWNS SHOWN ON FOUNDATION 7.INSULATION SHALL HAVE AFLAME-SPREAD INDEX OF NOT GREATER THAN 0 U Q w/3"SQUARE WASHERS AND END NUT SETUP 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN I— w M PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE PLAN ARE CONNECTING FOUNDATION c� 6- O Z N 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR THAN 7 PERCENT. TO FIRST FLOOR ACCORDANCE WITH SECTION R316 w z i OZY = = wti OR REPLACED BY HOLD DOWNS FOR SHEARWALLS HOLDDOWNS SHOWN ON FIRST FLOOR 8.THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE 0 W J 0 W r n " 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. S. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. PLAN ARE CONNECTING FIRST FLOOR WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. a 0- 0 Z ¢ 1-0 6-0 MAX TO SECOND FLOOR 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE T012"MAX.FROM ENDS OR CORNERS WITH SECTION M1502 DWG NO 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. 10.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS ANCHOR BOLT SPECIFICATION OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE 2 R403.1.6 FOUNDATION ANCHORAGE WITH SECTION R318 ---------------------------------- 12 12 61 16 NEW A's n � _ HEADER AS PER PLAN C! ' io W D H Z 1N W O U Z O 6"X 6"POST ANCHORED ON i I � 8"CONC.FOUNDATION WALL o 18"0 x 36"FTG.BELOW GRAD 8"CONC.FOUNDATION WALL i W W/8"x 16"CONC.FOOTING i M i i AND 4"-6"ABOVE GRADE i W/8"x 16"CONC.FOOTING IL rl r --------------------------------------------1� L------------------------------------------------------J L--J L----------------------------------------------J Q 0 W NEW 2"x10"RR16"ce W 1/2"PLYWOOD SHEATHING 12 1.2 NEW 2"x 10"RR 16"T PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION #15FELT 6� �g i/2'PLYWOOD SHEATHING ASPHALT SHINGLES ASPHALT FELT ASPHALT SHINGLES N 1/4 1'-0" 1/4"=1'-0" z NEW 2"X10"CEILING JOISTS @ 16"OC NEW 2"X10"CEILING JOISTS @ 16"OC o T R-30 INSULATION W/ SEAL 12"OVERHANG 1/2"GYPSUM BOARD. 12"OVERHANG ARE D ARC 3"CONTINUOUS SOFFIT VENT \�� N K. 3"CONTINUOUS SOFFIT VENT R-15 INSULATION W/ CID NEW 2"x 4"STUDS 16"oc 1/2"GYPSUM BOARD NEW 2"x 4"STUDS 16"oc o 2"CDX PLYWOOD SHEATHING PROPOSED // VAPOR BARRIER POOL HOUSE VAPOR ARRIERODSHEATHING R 3 RIGID INSULATION BOARD 9'-0"CEILING F(f. R-15 INSULATION W/ R-3 RIGID INSULATION BOARD �� SIDING AS SELECTED BY OWNER -GYPSUM BOARD. SIDING AS SELECTED BY OWNER q c o : o TF O F N ESN J GRADE GRADE Af AL R-10 RIGID INSULATION BOARD NEW 8"CONC.FOUNDATION WALL INSTALLED 24"VERTICAL&HORIZONTAL NEW 8"CONC.FOUNDATION WALL @ PERIMETER NEW 8"X 16"CONC.FOOTING NEW 8"X 16"CONC.FOOTING M w �i U NEW 4"CONC.SLAB _ cq U N m WN W D SECTION VIEW 1,/4"=1'-0" 3 O O Qp w w 8"CONC.FOUNDATION WALL i i 8"CONC.FOUNDATION WALL i - z z W/8"x i6"CONC.FOOTING W/8"x 16"CONC.FOOTING 1 i " " p J w ----- I c•> 6 x 6 POST ANCHORED ON O —� !r r -------------------------------------------- � i i 18 0 x 36 FTG.BELOW GRADE Q L------------------------------------------------------J L----------------------------------------------J L--J AND4"-6"ABOVE GRADE Z I=— U) Lo } o )OC14m _PROPOSED REAR ELEVATION PROPOSED LEFT SIDE ELEVATION 1/4'=i'-0" 1/4"=v-0" W O) U J o 0 W Z 0 CL -� N w 0 J w w O O d Q Z J I c) 0 0 <I d- W w U) � 0 w �- 0 w Z co °0 0 w F— a Ll U Z Q I-- i ti DWG NO d 3 8 ICE SHIELD: ALCOA RIDGE VENT.INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. i ROOF SHINGLES I 1"AIR SPACE I #15 FELT PAPER ROOF SHINGLE. 1 1/4"x 20 GAUGE GALV. 1"x 2"BLOCKING. — /� I STRAP(TYP.)WITH(6)8d 112"CDX PLYWOOD PLYWOOD SHEATHING. COMMON NAILS IN EACH #15 FELT PAPER END OF STRAP. I I 1 114"x 20 GAUGE GALV. 1 STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH END OF STRAP. i 24"MIN. SIMPSON H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS � � RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 1/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS ACCORDANCE W/MANUFACTURER SPECIFICATIONS END OF STRAP. LSSU "SKEWABLE"CONNECTOR BY SIMPSON OR APPROVED EQUAL. DETAIL -"A" ,%�% DETAIL "B" 0 DETAIL "C" 0 DETAIL T11 ICE S-IIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. R.905.1.2 R.802.3 R.802.3.1 R.802.3,1 R.802.3.1 R.802.5.1(9) R.802.5,1(9) L/4 MAX. L 5/8"TYPE "X" GYPSUM BOARD 2'-0"MAX CAN'T 5/8"TYPE "X" GYPSUM BOARD ol V-4" 3" I It NOTE: 3/4 SUB FLOOR GLUED AND SCREWED NOTE: 2"x 4" FRAMED WALL. (TYPICAL) STRAP DOWN WALL STUD WRAPPED TO UNDERSIDE OF FLOOR JOISTS& INSULATION SHALL FILL FLOOR CAVITY BACK DOWN WALL STUD SOLID BLOCKING @EXTERIOR TIGHT TO SUB-FLOOR. PARTITION. R-15 MINERAL FIBER INSULATION x BETWEEN HEATED & NON-HEATED THOUGH BOLTS V-4" HEADER 11 1/2"INSULATION SPACES. STEEL PLATE FIBER STRONG RIM BOARD BY ---------�I MANUFACTURER @ END OF JOISTS. u 1 1/4"x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d VINYL SOFFIT ACCORDANCE W/MANUFACTURER SPECIFICATIONS STRAP(TYP.)WITH(8)8d COMMON NAILS IN EACH AS PER PLAN COMMON NAILS IN EACH END OF STRAP.UP AND END OF STRAP. I OVER FL JOISTS&DOWN WALL STUD AS PER PLAN DETAIL "Ell � DETAIL "F ZL DETAIL "T 0 DETAIL "H" LO CANT;LEEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2"=V-0" FIRE SEPARATION @ GARAGE WALL N.T.S. HEADER WI STEEL PLATE DETAIL 1/2"=V-0" w SEE TJI DETAILS ON SHEET#17 SEE TJI DETAILS ON SHEET#17 1 HOUR RATED cc UL Design No.U333 SEAL SHEATHING NOTE �p .aRch, SIDING ALL STAIRS, HANDRAILS& 5 N,K T\ FLASHING - CONTINUOS VENT RAILINGS SHALL COMPLY � Fy> w W/RCNYS SEC. R-311 &R-312 1/2" c Z w HARDWOOD OR STEEL HANDRAIL cP ; 1 1/4"AIR SPACE 'BACK FLASHING f W/1 1/2"MIN. FINGER CLR.AND NOT 9 C? c O 1/2"MIN. BLANKET INSULATION oo 0 TO PROJECT MORE THAN 4.5" 3/4"AIR SPACE 0 FROM THE WALL. OF fJ E C ROOF RAFTER W -1.4- Lu 3/4"0 LAG BOLTS TOP 00 � BOTTOM @ 24"O.C.MAINTAIN x 2"EDGE @ END DISTANCES. 91t WOOD STRINGER, „ M TREADS,&RISERS 00 0 PRE-MOLDED M w � U EXPANSION JOINT. 00 LLJ 1 1/4"NOSING 00 = C? U co DETAIL "i" **MINIMUM WIDTH OF STAIRS TO BE 3'-0" ROOF VENTILATION N.T.S. ,,: DETAIL "K" STAIR AND RAILING DETAIL N.T.S. Y Y 00 O O 12 Q 5 R.R./C.J. TO DWELLING Lu PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER �_ z ROOF CONNECTION CONNECTION DETAIL 0 o � � 2"x 10"FLOOR JOISTS � O Q O 1 TECO'S O 7 _ -- 2"x6"R.R.@ 16"O.C. Z U) 2"A"R.R.@ 16"O.C. HEADER AS PER > 3-10d COMMON PLAN ro U) m 1/2°LAG.BOLT Sill SON @ 24"O.C. I I ST PPING @ 16" 2"x6"CJ.@ 16"0 C FILLER TRIP 6 8d COMMION SIMPSONEA. 11DE 2-2"x10"HEADER 6"x 6"P.T.SOLID WOOD POST 1/2'LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY COV. @ 24"O.C. SIMPSON STRONG TIE LLJ PORCH TECO'S U J m O W Z c� ABU46 POST BASE 5/8" J N ANCHOR BOLT 0 0 O TO"DECKING 2"x6"DECKING STRAPPING ® 16" J L O DECORATIVE MOLDING PSON W - SEE DECK LATERAL ATTACHMENT 4"x 4"PO G.BELOW IN O DETAIL ON SHEET#12 2"x 6"FLOOR JTS @ 16"O.C. 8 x 36 FTG.BELOW GRADE AND 4"-T ABOVE GRADE Yz"0 LAG SIMPSON 1 0 0 " EA BOLTS @ 16 . 0 I I 6-8d COMMON BOLTSQ w z _ II 6-8d COMMONHGR. ® 16 0 []� U ` 1/2'LAG.BOLT a�� AB POST BASE BY SIMPSON W ' @ 24"O.C. FILLER STRIP 3 10d COMMON d � U) W ' TECO'S UCL O U Z CV L y �i�„ DETAIL 11011 w 0 z _ _ �� " i o cr w 0 U W GRADE 5/8"ANCHOR BOLT ���% DETAIL N 46 FLJ TO DWELLING @ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. PORCH DETAIL PORCH/RAFTER/GIRDER CONNECTION DETAIL N.T.S. POST CONNECTION DETAIL NTS n- " Z Q F— o CONNECTOR POST W/CONC. CONNECTION DWG NO DETAIL "M" PORCH CONNECTION DETAILS N.T.S. THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION � CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG ��' CONTINUOUS BEAD ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH EXPANDING FOAM SEALANT. VENTED AIRSPACE OF SEALANT MAINTAIN EQUAL VENT SPACE _ FOR LENGTH OF RIGID INSULATION �,'� = CO TINUO SEALANT BEAD CHAPTER 5 REVIEW OF ENERGY CODE FOR EXIST114G BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. F, ATTIC INSULATION - - SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ' CONTINUOUS MINIMAL C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90% OF LIGHTING TO BE HIGH t CEILING GYPSUM BOARD EXPANDING FOAM AT SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. INSTALL 1"RIGID AS AIR BARRIER WINDOW PERIMETER SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.48 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSULATION VERTICALLY TO - ---- ---- - CONTINUOUS BEAD CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 SKYLIGHTS) BURNING PILOT LIGHTS - CONNECT INSULATING SHEATING OF SEALANT TO BE USED. SGHC SEC. R403.1: HVAC CONTROLSC CORIv�PLI 0 NO FUEL GAS LIGHTING EQUIPMENT. TO RIGID INSULATION BAFFLE ` CONTINUOUS BEAD OF SEALANT SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS ' I SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A I CONTINUOUS MINIMAL SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A EXPANDING FOAM AT WINDOW UNIT AS WINDOW PERIMETER AIR BARRIER SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO CONTINUOUS MINIMAL SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. EXPANDING FOAM AT C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM 1 1/2"RIGID INSULATION WINDOW PERIMETER SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. CONTINUOUS BEAD SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE OF SEALANT SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL WINDOW UNIT ASCONTINUOUS AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS AIR BARRIER OF ADHESIVE BEAD SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT OF SEALANT SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM DETAIL A CONTINUOUS BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY �� �� OF SEALANT SEC.C503.3.2: VERTICAL FENE=STRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. CONTINUOUS BEAD SEC.C503.3.3: SKY LIGHT AREA NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS N/A. OF ADHESIVE SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT If OF SEALANT CONTINUOUS BEAD OF SEALANT SEC.C503.5: "SERVICE-HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL-SEALER SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. - - - -FULL WIDTH OF MUDSILL FOUNDATTABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION , , , AIRBARRIONWALLAS �/\/\ AIR BARRIER �'� \\/\\ CONCRETE SLAB AS CONTINUOUS BEAD OF SEALANT j\\jX\\ AIR BARRIER COMPONENT AR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA �. VENTED AIRSPACE j\ e a o ATTIC INSULATION A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or the building envelope. a sealing material. narrow cavities shall be filled by insulation Narrow cavities INSTALL 1"RIGID ROUGH CUT , The exterior thermal envelope contains a that on installation readily conforms to the , r-- _ ____ ____ _ Ceneral requirements continuous air barrier. available cavity space. AROUND VENTILATION CHUTE �, -AIR SEAL PERIMETER WITH Breaks or joints in the air barrier shall be sealed. Air sealing shall be provided between the EXPANDING FOAM SEALANT s The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit Garage separation garage 9 and conditioned spaces. AIR SEALING DETAIL 1V shall be aligned with the insulation and any shall be aligned with the air barrier. gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building CONTINUOUS BEAD OF SEALANT N.T.S. Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be airtight and IC Access openings,drop down stairs or knee drywall. rated. 1 1/2"RIGID INSULATION wall doors to unconditioned attic spaces shall be sealed. Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL The junction of the foundation and sill plate Cavities within corners and headers of frame around wiring and plumbing in exteriorwalls, readily ll t i t th on installation rea ti l insuaon a shall be sealed, walls shall be insulated by completely filling Plumbing and wiring or y EXTERIOR INSULATED WALL The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. V\a'Is Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exteriorwalls Exterior walls adjacent to showers and tubs » » RIGID INSULATION SHEATHING walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. DETAIL C "R-VALUEITHICKNESS PER CLIMATE and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) 1" RIGID INSULATION AS ATTIC EAVE N.T.S The space between window/doorjambsand The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER U) fram Ping,and skylights and framing shall be Electrical/phone hone box on exterior walls electrical or communication boxes or 0 Windows.skylights and doors sealed. air-sealed boxes shall be installed. > HVAC register boots that penetrate building w Rim joists shall include the air barrier. Rim joists shall be insulated. thermal envelope Rimjoists HVAC register boots a shall be sealed to the P subfloor or drywall. 2X LEDGER ON TOP OF RIGID INSULATION The air barrier shall be installed at any Floor framing cavity insulation shall be SEAL �\ exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire `�R�D A C \ the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner G, N.K j ATTIC INSULATION \ F framing cavity insulation shall be permitted that is recommended b Co �� y Floors(includingabove garage and y the manufacturer. g 9 to be in contact with the top side of Concealed sprinklers w = 1 cantilevered floors) sheathing,or continuous insulation installed on p Caulking or other adhesive sealants shall not 9 be used to fill voids between fire sprinkler the underside of floor framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING from the bottom to the top of all perimeter " i , floor framing members. SHEATH INTERIOR OF ATTIC ACCESS TO I' , �, / IQ7 +1"OF INSULATION LEVEL -------- q F Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts, opening Crawl space walls penetrations shafts o enin to exterior or unconditioned 1"RIGID INSULATION '. 0 with overlapping joints taped. the crawlspace walls. space shall be sealed. P ACCESS PANEL DRAWACCESS PANEL SNUG TABLE R402.1.2 WITH PERIMETER SCREWS INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a TRIM ASREQUIRDED FINISHED CEILING GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACEc CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R•VALUE WALL DETAIL " D" DETAIL " E" CO ZONE U FACTOR b U-FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE °4 c Y a 0.32 0.55 0.40 49 200R 13+5h 8/13 19 10113 10.2 FT 10/13 AIR SEALING AT ATTIC HATCH // FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S co _ RIGID INSULATION SHEATING C? U In 9 co 5 0.30 0.55 NR 49 20 OR 13+5 13117 30 15/19 10.2 FT 15/19 I I I I 20+5h I I 6 OPTION 1 0.30 0.55 NR 49 OR h 15/20 30g 15/19 10.4 FT 15119 13+10 1I I 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 309 15/19 10.4 FT 15/19 I I Y Y NR=Not Required. \\192.168.1.102\main drawings\JMD\Jam Design\000-Templates\ENERGY DETAILS\Air Sealed WaII.JPG O For SI:1 foot=304.8 mm. PREFAB ATTIC INSULATION < > W � -�- FIREPLACE UNIT SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED W 6 Z A. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS.WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN U) z � THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. 0O _ J1J J C� Q C. 10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT INSULATED EXTERIOR O = _ WALL."15/19"MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE z H (n STUD WALL BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15/19"SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 LO Z) i j >_ CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. O " Q D. R-5 INSULATION SHALL BE PROVIDE[)UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS, INSTALL INTERIOR �] SHEATING PRIOR TO AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. INTALLATION OF PREFAB MECHANICAL LATCH TO E RESERVED. FIREPLACE UNIT F. RESERVED. ATTIC FLOOR FRAMING PRESSURE SEAL AT G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. WEATHERSTRIPPING H. THE FIRST VALUE IS CAVITY INSULA-ION,THE SECOND VALUE IS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. AIR SEALED WALL o I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE O AI INTERIOR OF THE MASS WALL. N.T.S. COMPRESSIBLE WEATHERSTRIPPING W O N O AT PERIMETER OF ENCLOSURE C) 0 z 0 CONTINUOUS BEAD OF SEALANT W z -J m MANUFACTURED RECESSED LIGHT ENCLOSURE LLj J O N TABLE R402.1.4 a ATTIC INSULATION O o MANUFACTURED PULL 0 0_ DOWN STAIR O co 0 EQUIVALENT U-FACTORS ATTIC TRUSS �WOOD FRAME FLOOR ASSEMBLY O BASEMENT CRAWLSPACE CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR WALL WALL 0 ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTORb U FACTOR U-FACTOR U-FACTOR a O Q z LLi J I 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 _ - a f » Q I0 0 U 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0055 _ _ DETAIL H �, W 6 0.30 0.55 0.026 0.045 0.060 0.033 1 0.050 0.055 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S 0 G �, A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT,CALCULATION OR AN APPROVED SOURCE. LU EXPNADING SEALANT AT PEIMETER U 0 w z B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.INHERE MORE THAN HALF THE INSULATION IS ON THE DRYWALL CEILING a 0 0 Z INTERIOR,THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.087IN CLIMATE ZONE 4 EXCEPT MARINE,0.065 IN CLIMATE RECESSED LIGHTING FIXTURE � � � O � Ll l ZONE 5 AND MARINE 4,AND 0.057 IN CLIMATE ZONE 6. U z I C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT NOT EXCEED 0.360. DVVG NO DETAIL " F" DETAIL " G" AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 8 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.10.3(1) NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS ROOF FLOOR 30- FOOT MEAN ROOF HIEGHT 4-8tl box(2 1/2"x 0.113); or 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE ' i 21 J 2 BRACED WALL LINES 3-8d common(2 1/2"x 0.131") ;or Toe nail METHODS METHODS nail s ,top plate or girder ULTIMATE DESIGN BRACED WALL LINE 1 Blocking between ceiling joists or rafters to top 4-8d box(2 1/2"x 0.113")or T 3-8d common(2 1/2"x 0.131"):or 3-10d box(3"x 0.128");ort to WI (MPH) STORY LOCATION (FEET) b DWB, WSP SFB, plate 3-10tl box(3"x 0.128"):or 3-3"x 0.131"nails METHOD LIB METHOD GB CS-WSP,CS-G, 3-3"x 0,131"nails PCP, HPS, 4-8d box(2 1/2"x 0.113")or 8d box(2 1/2"x 0.113") 4"o.c.toe nail 2 Ceiling joists to to late Per joist,Toe nail BV-WSP, ABW, PFH, -PF PFG,CS-SFB c 91 P P 3-8d common(2 1/2"x 0.131"):or 22 Rim joist,band joist or blocking to sill or 8d common(2 1/2"x 0.131");or 10 4.0 4.0 2.5 2.0 3-10d box(3"x 0.128"):or to late roof applications also 10d box Y x 0.128" ;or 3-Yx 0.131"nails p p ( pp ) ( ) 6"o.c.toe nail 20 7.0 7.0 4.0 3.5 3"x 0.131"nails Ceiling joist not attached to parallel rafter,laps 4-10d box(Y x 0.128");or 30 10.5 10.5 6.0 5.0 3 over partitions see Sections R802.3.1,R802.3.2 Face nail 3-8d box (2 1/2"x 2"0.x 0.131") .);or p [ 3-16d common(31/2"x 0.162"0;or 23 1"x 6"subfloor or less to each joist 2-8d common(2 1/2"x 0.131");or face nail 40 13.5 13.5 8.0 6.5 and Table R802.5.1(9)] 4-3"x 0.131"nails 3-10d box(3"x 0.128");or 50 16.5 16.5 9.5 8.0 Ceiling joist not attached to parallel rafter 2 staples,1"crown,16 ga.,1 3/4"long 60 19.5 19.5 11.5 9.5 4 Table R802.5.1(9) Face nail (heel joint)[see Sections RE302.3.1 and R802.3.2 10 7.5 7.5 4.5 3.5 and Table R802.5.1 9 24 2"subfloor to joist or girder 3-16d box(3 1/2"x 0.135");or Blind and face nail <120 ( )] 2-16d common(3 1/2"x 0.162") 20 14.0 14.0 8.0 7.0 5 Collar tie to rafter,face nail or 1 1/4"x 20 a. 4-10d box(3"x 0.128");or 30 20.0 20.0 11.5 9.5 9 Face nail each rafter ride strap to rafter 3-10d common(3"x 0.148");or :., 40 25.5 25.5 15.0 12.5 9 P 25 2"planks(plank&beam-floor&roof) 3-16d box(3112"x 0.135");or At each bearing,face nail 4-3"x 0.131"nails 50 31.5 31.5 18.0 15.5 2-16d common(3 1/2"x 0.162") 60 37.5 37.5 21.5 18.5 3-16d box nails (3 1/2"x 0.1135");or 2 toe nails on one side and 1 toe nail 6 Rafter or roof truss to plate 3-10d common nails (3"x 0.148");or 3-16d common (31/2"x 0.162") on opposite side of each rafter or 26 Band or rim joist to joist 10 NP 0. 1. 5.5 4-10d box(3"x 0.128"); or j j 4-10d box(3"x 0.128");or End nail _ truss - 20 NP 20.5 11.5 10.0 4-3"x 0.131"nails 4-3"x 0.131"nails;or - -- - - - - 4-16d (3 1/2"x 0.135");or Toe nail 4-3"x 14 ga.staples,7116"crown 30 NP 29.0 17.0 14.5 3-10d common(31/2"x 0.1148"); or Nail each layer as follows:32"o.c. 40 NP 38.0 22.0 18.5 4-10d box(3"x 0.128"); or 20d common(4"x 0.192");or at top and bottom and staggered. 50 NP 47.0 27.0 23.0 7 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 60 NP 55.5 32.0 27.0 roof rafter to minimum 2"ridge beam 3-16d box(3 1/2"x 0.135") ;or End nail 27 Built-up girders and beams,2 inch lumber 3"x 0,131"nails staggered on opposite sides 2-16d common(3 1/2"x 0.162");or layers And: 10 4.5 4.5 2.5 2.5 3- box x 0.128"); or 2-20d common 4"x 0.192" Face at ends at h 3-3"x 0.131"nails ( );or ace nail s an each 20 8.5 8.5 5.0 4.0 3-10d box(3"x 0.128");or splice 3-3"x 0.131"nails 30 12.0 12.0 7.0 6.0 WALL 4-16d box (3 1/2"x 0.135");or 40 15.5 15.5 9.0 7.5 8 Stud to stud(not at braced wall panels) 16d common (3 1/2"x 0,162") 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common(3 1/2"x 0.162");or At each joist or rafter,face nail 50 19.5 19.5 11.0 9.5 2ND FL 10d box(3"x 0.1 8");or 4-10d box(3"x 0.128");or 60 23.0 23.0 13.0 11.0 3"x 0.131"nails 16"o.c.face nail 4-3"x 0.131"nails 16d box(3 1/2"x 0.135");or 10 8.5 8.5 5.0 4.5 9 Stud to stud and abutting stud at intersecting 12"o.c.face nail 29 Bridging to 2-10d 3"x 0.128" Each end,toe nail 3"x 0.131"nails 9 9 1 ( ) wall corners(at braced wall panels) .5130 20 16.0 16.0 9.5 8.0 16d common(3 112"x 0.162") 16"o.c.face nail NUMBER AND TYPE 30 23.0 23.0 13.5 11.5 16d common(3 1/2"x 0.162") 16"o.c.each edge face nail ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS 40 30.0 30.0 17.5 15.0 OF FASTENER a,b,c 10 Built-up header(2"to 2"header with 1/2"spacer) ��: 50 37.0 37.0 21.5 18.0 1ST FL 16d box(3 1/2"x 0.135") 12"o.c.each edge face nail su ports Intermediate Edges su ports 60 44.0 44.0 25.0 21.5 5-8d box(2 1/2"x 0.113");or (inches) Finches) 11 Continuous header to stud toe nail 10 NP 13.0 7.5 6.5 4-8tl common(2 1/2"x 0.131"); or 20 NP 24.0 13.5 11.5 4-10d box(3"x 0.128") Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing [see Table R62.3(3)forwood structural panel exterior wall sheathing to wall framing] 30 NP 34.5 19.5 17.0 12 Top plate to top plate 16d common(3 1/2"x 0.162") 16"o.c.face nail 40 NP 44.5 25.5 22.0 1 od box(3"x 0.128");or 12"o.c.face nail 2 common 6d X 0.113" wall)i - ;: 50 NP 55.0 31.5 26.5 3"x 0.131"nails ( )nail(subfloor, 60 N P 65.0 37.5 31.5 8-16d common 3 1/2"x 0.162" ;or 30 �" 6 12 f Double top plate splice for SDCs A D2 with ( ) e 1 8d common(21/2"X 0.131")nail(roof); seismic braced wall line spacing<25' 12-16d box(3 1/2"x 0.135");or face nail on each side of end joint (2 2 3 'x 0.113")nail(roof) 12-10d box(3"x 0.128");or (minimum 24' lap splice length each or RSRS-01; 10 5.5 5.5 3.0 2.5 13 12-3"x 0.131"nails side of end joint) A z 8d common nail(2 1/2"X 0.113"); 20 10.0 10.0 5.5 5.0 Z Double top plate splice SDCs D0,D1,or D2; 12-16d(3/12 x 0135") 31 32',_1 or RSRS-01;(2 2'x 0.113")nail(roof)t f 30 14.0 14.0 8.0 7.0 co and braced waft line spacing>25' 6 12 40 18.0 18.0 10.5 9.0 w 14 Blocking between ceiling joists or rafters 16d common (3 1/2"x 0.162") 16"o.c.face nail 50 22.5 22.5 13.0 11.0 of to top plate 60 26.5 26.5 15.0 13.0 16d box(3 1/2"x 0.135");or 12"o.c.face nail _ 3"x 0.131"nails 32 1 " " g'-1�" 10d common(3 X 0.148)nail 6 12 10 10.0 10.0 6.0 5.0 SEAL 15 Bottom plate to joist,rim joist,band joist or 3-16d box(3112"x 0.135") ;or 3 each 16"o.c.face nail or 8d(2�'x 0.131")deformed nail 20 18.5 18.5 11.0 9.0 ���E D AR blocking at brace wall panel) 2-16d common(3 1/2"x 0.162");or 2 each 16"o.c.face nail < 140 5 N.K. T 4-3"x 0.131"nails 4 each 16"o.c.face nail 30 27.0 27.0 15.5 13.0 4-8d box(21/2"x 0.113");or Other wall sheathing 9 3-16d box(3112"x 0.135");or 40 35.0 35.0 20.0 17.0 50 43.0 43.0 24.5 21.0o 60 Toe nail 51.0 51.0 29.0 25.0 4-8dcommon(21/2"x0.131");or 4-10d box(3"x 0.128");or 33 2"structural cellulosic 1I'galvanized roofing nail, t 16 Top or bottom plate to stud 4-3"x 0,131"nails fiberboard sheathing 3 6 10 NP 15.0 8.5 7.5 � 16'head diameter,or 1 a'long 16ga.staple 9 g 3-16d box(3112"x 0.135");or End nail with 16"or 1"crown 20 NP 27.5 16.0 13.5 T 0 F N 2-16d common(3112"x 0,162");or 30 NP 39.5 23.0 19.5 3-10d box(3"x 0.128");or 34 2,,"structural cellulosic 1 4"galvanized roofing nail, 40 NP 51.5 29.5 25.0 3-3"x 0.131"nails fiberboard sheathing 3 6 '`" �„ , 50 NP 63.5 36.5 31.0 3-10tl box(3"x 0.128");or �b head diameter,or 1 2'long 16ga.staple 17 Top plates,laps at corner s and 2-116d common(3 1/2"x 0.162");or Face nail with 16"or 1"crown 60 NP 75.5 43.0 36.5 intersections 3-3"x 0.131"nails 1„ d 1 1'galvanized roofing nail;staple galvanized, 3-8d box(2 1/2"x 0.113");or 35 1 gypsum sheathing , 18 1"brace to each stud and platecommon Face nail 1 'long,1 4'screws,Type W or S 7 7 TABLE R602.10.3(2) 2-11od box(3"x 0.128')O.o131"); or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1.00 2 staples 1 3/4" 00 0 Lu 36 e"gypsum sheathing d 14'galvanized roofing nail;staple galvanized, a,b v 19 1"x 6"sheathingto each bearing 3-8d box(2 1/2"x 0.113");or e �" ADJUSTMENT FACTOR o'c w g 1 8'long,1 8 screws,Type W or S 7 7 ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS 2-8d common(2 1/2"x 0.131"); or Face nail 2-10d box(3"x 0.128");or TABLE R602.10.3(1)BY THIS FACTOR] C) 2 staples,1"crown,16 ga.,1 3/4"long e i Wood structural panels,combination subfloor underlayment to framing 3-8d box(2 1/2"x 0.113");or ONE-STORY B 1.00 3-8d common(21/2"x 0.131"); or C 1.20 3-10d box(3"x 0.128");or 3„ 6d deformed(2"X 0.120")nail; STRUCTURE D 1.50 20 1'x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 3/4"long Face nail 37 a and less or 8d common(2 17'x 0.131")nail 6 12 Wider than 1"x 8" TWO-STORY B 1.00 4-8d box(2 1/2"x 0.113); or 1 EXPOSURE CATEGORY C 1.30 3-8tl common(2 1/2"x 0.131") ;or 38 8"-1,. 8d common(22"x 0.131")nail STRUCTURE D 1.60 Y 3-10d box(3"x 0.128");or or 8d common(2 2"x 0.120")nail 6 12 0 4 staples,1"crown,16 ga.,1 314"long THREE-STORY C 1.40 Qp O O 39 1 g_1 10d common(2 'X 0.148")nail; STRUCTURE D 1.70 � w ow or 8d deforomed(2 x 0.120")nail 6 12 55 FEET 0.70 U) z � ROOF ONLY 10 FEET 1.00 p o -J � 15 FEET 1.30 Y O o O 20 FEET 1.60 Z :D � <5 FEET ALL METHODS 0.85 ti O Lo N m co 2 ROOF EAVE-TO-RIDGE ROOF+1 FLOOR 10 FEET 1.00 HEIGHT 15 FEET 1.15 2020 RESIDENTIAL CODE OF NEW YORK STATE 20 FEET 1.30 2020 RESIDENTIAL CODE OF NEW YORK STATE <5 FEET 0.90 TABLE R602.3(3) TABLE R602.10.4 ROOF+2 FLOORS 10 FEET 15 FEET 1.00 BRACING METHODS 15 FEET NOT PERMITTED REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c Continuous Sheathing Method 20 MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN 8 FEET 0.95 Z U o CD CONNECTION CRITERIA 9 FEET 0.95 W Z _l m o NOMINAL PANEL NAIL SPACING WIND SPEED V ult 3 WALL HEIGHT ANYSTORY 10 FEET 1.00 -J o co STRUCTURAL MAXIMUM WALL METHOD MATERIAL MINIMUM THICKNESS FIGURE U) W PANEL (mph) � ADJUSTMENT PENETRATION PANEL SPAN THICKNESS STUD SPACING wind exposure category Fasteners Spacing 11 FEET 1.05 D n 0- SIZE (INCHES) RATING (INCHES) (INCHES) EDGES FIELD 12 FEET 1.10 O (INCHES O.C.) (INCHES O.C.) B C D = W 0 6d COMMON 2 1.00 O NUMBER OF BRACED 0 J 1.5 24/0 1/2" 16 6 12 140 115 110 Exterior sheathing per 6"edges 12"field 4 WALL LINES(PER PLAN ANY STORY 3 1.30 0 0 �- (2.0"x 0.113") CS-WSP Table R602.3(3) 4 1.45 16 6 12 170 140 135 Continuously sheathed 1/2 DIRECTION)c >5 1.60 Q 8d COMMON 1.75 24/16 7/16" wood structural panel Interior sheathing per Varies by fastener _ <I ` (2.5"x 0.131") p `` Table R602.3(1)or R602.3(2) FASTENED TO THE END 0 r 24 6 12 140 115 110 STUDS OF EACH BRACED DWB,WSP,SFB W (n W 5 ADDITIONAL 800-POUND TOP STORY ONLY WALL PANEL AND TO THE 0.80 PBS PCP HPS co - Q HOLD-DOWN DEVICE 0 U c� FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 m/s. FOUNDATION OR FRAMING BELOW v a 0 w Z A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with w z Y = _ panel strength axis perpendicular to supports. OMITTED FROM INSIDE FACE DWB,WSP,SFB 0 � J 0 C) W rw B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in 6 INTERIOR GYPSUM BOARD ANY STORY OF BRACED WALL PANELS 1.40 PBS,PCP,HPS,CS- rl 0- � Z c I- o accordancewith Section R602.10. FINISH(OR EQUIVALENT) WSP,CS-G,CS-SFB C.W;od structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. 6 DWG NO or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not 4 INCHES O.C.AT PANEL EDGES, more than 16 inches on center. 7 GYPSUM BOARD ANY STORY INCLUDING TOP AND BOTTOM 0.70 GB FASTENING PLATES,AND ALL HORIZONTAL V JOINTS BLOCKED T-1 - 8d @ 6"oc toed in L along braced wall Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B - Exposure B Dead Load Assumptions: Roof Assembly DL= 10 psf lbree TOP PLATE 6" Seed (mph) Gust Wind SPEED (mph) 90 100 110 130 90 100 110 130 90 100 110 120 130 THREE SECOND GUST WIND O 9 fl STRUCTURAL SHEATHING 8d COMMON NAILS X ROOF PITCH ROOF j AN in Number of 8d Common Nails or 10d Box Nails Required Capacity of Ridge Connection (plf) 1,2,3.4 @ 6"O.C.ON EDGES 11 11 11 X E F E F E F E F E F each l gage strap II II II 11 12 1 2 2 3 94 133 176 224 ONLY 1�I 11-11 - Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails II II II II ir) Sheathing Location:' Inches, o.c. or 10d Box Nails inches, o.c. 16 2 2 2 4 126 178 235 298 1/2" NIIN. STRUCTURAL TOP PLATE L-a (' ) ( ) WOOD PANEL = 8d COMMON NAILS 20 2 2 3 4 157 222 294 373 @ 12"O.C.ON 12 6 12 6 12 6 12 6 12 6 12 3:12 24 2 3 3 5 189 267 353 447 6 28 2 3 4 6 220 311 412 522 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(;>)CONNECTION FIELD ONLY o Interior Zone 1s s 12 s 12 s 12 s 12 s 12 32 3 3 4 7 252 356 471 597 • 36 3 4 5 7 283 1 400 529 671 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN 19.2 6 12 6 12 6 12 6 6 6 12 12 1 1 2 2 79 111 145 183 FOR C LOF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244 1F d COMMON NAILS @ 16"O.C. 5 PLATES 8d COMMON 6"OC ALONG 24 6 12 12 6 6 6 6 6 12 20 2 2 2 4 132 184 242 305 W/ 8 "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN LENGHT OF BRACED 6 ED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366 l I I, * ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP J 12 6 12 6 12 6 12' 6 12' 6 12' 28 2 3 3 5 185 258 338 427 •e OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488 SILL PLATE e MIN.. USE SIMPSON SET EPDXY-TIE LENGHT OF BRACED WALL PANEL Perimeter Edge 16 6 12 6 12' 6 12' 6 s s 6 36 2 3 4 6 238 332 435 549 S HIGH STRENGTH EPDXY ADHESIVE Zone 12 1 1 1 62 87 114 ANCHOR BOLTS :I� 3/4 19.2 6 12' 6 12' 6 6 6 6 6' 6' 2 1 2 2 103 1 1 6 15 52 192 TO SECURE ANCHOR, DRILL " 3-16d 16"oc 6 12' 6 6 6' 6' 6' 6' 6' 6' 28 2 2 3 4 124 173 228 287 @ DIAM. HOLE FOR EPDXY. FOLLOW 24 512 24 2 2 2 3 124 173 228 287 alongbraced wall BRACED WALL PANEL CONNECTION MANUFACTURER'S INSTRUCTIONS. Gable Endwall Rake or Rake Truss w/ Lookout Block 63 g' 6' 6' 6' 6' 4 4 44 44 32 2 2 3 4 144 231 265 335 36 2 3 3 5 186 260 341 431 able Endwall Rake or Rake Truss w/o Rake Overhang s s s s s s s s s' s' 12 1 1 1 2 57 79 103 130 TO PERPENDICULAR RAFTER• 16 1 1 2 2 76 106 138 173 BOARD SHEATHING 20 1 2 2 3 95 132 172 216 END S H EA RWA L L SLAB ON GRADE Rafter/Truss Spacing Minimum Number of Sd Common Nails 6:12-- --24-- 1 -------2- 2------ 3 ------1t5-- ---15'9- _ _ 207-. ... 26II Sheathing Size (inches, o.c.) or 10d Box Nails per Support 28 2 2 2 4 134 185 241 303 32 2 2 3 4 153 211 276 346 1x6 or 1x8 sheathing 12-19.2 2 2 2 1 2 2 36 2 2 3 4 172 237 310 389 1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 12 1 1 1 2 57 75 97 122 L L 16 1 1 2 2 75 100 130 162 �--- --I 20 1 2 2 3 94 125 162 203 7:12-12:12 24 1 2 2 3 113 150 194 243 E-NAIL SPACING AT PANEL EDGES(in.) 28 2 2 2 3 132 175 227 28432 2 2 3 4 151 200 259 324 8d @ 6"oc toed in F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 170 225 292 365 along braced wall 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT located within 8 feet of building corners. 2. Tabulated ridge connection loads assume a buiding located in Exposure B. CLG JTS REQUIREMENTS SHALL A USED. 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. load (0.6x10psf). 8d 6"oc toed in FRAMING MEMBERS WITH G O 6 IN FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL 4. Tabulated connection requirements are based on a 12 " ridge strap spacing, for different ridge TOP PLATE @ (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): - 6�� along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS strap spacings, multiply the tabulated values by the appropriate multiplier below. 1/2"MIN. STRUCTURAL o CLG JTS FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Ridin In. 12 16 19.2 24 48 8d COMMON NAILS T L L FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL 9e Connection S Poc 9( ) WOOD PANEL TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00 @ 6"O.C. ON EDGES 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS 5. When the tabulated number of nails required in each end of the strap is equal to 1 and the framing ONLY 6 FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL is attached in accordance with Table 3.1, the ridge strap and additional nailing is not required. • SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in each end of 8d COMMON NAILS o 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number of 12d box nails in each end of the collar tie need not exceed the toulated number of 10d box @ 12"O.C.ON nails in a steel strap. 3-16d@16"oc 8d COMMON NAILS p• along braced wall FIELD ONLY @ 12"O.C. ON 7. 1k" 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ 5/8 "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW- ROD)ANCHOR, EMBEDMENT LENGTH UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B d COMMON NAILS @ 16"O.C. @ 6"O.C. ON EDGES OF ANCHOR IN CONCRETE IS 10" 3 16d@16"oc ONLY (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) z FLOOR JOIST MIN.. USE SIMPSON SET EPDXY-TIE along braced wall Dead Load Assumptions: Roof/Ceiling Assembly DL= 15 psf CORNER HOLD - DOWN DETAILS O a HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in (O STUD PL FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. w along braced wall (ONLY APPLICIABLE FOR TWO STOW CONFIGURATIONS): THREE SECOND GUST WIND 100 110 120 130 � SILL PLATE TO SECURE ANCHOR, DRILL 3/4„ SPEED (mph) ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 8d COMMON NAILS @ EA.END OF STRAP MANUFACTURER'S INSTRUCTIONS. L L FRAMINGSPAdNG ROOF SPAN Number of 8d Common Nails or 10d Box Nails "SIMPSON"HDQ8 OR SEAL PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. (in.) 00 in each end of 1-Y: x 20 gage strap 1,2,3,4 2-16d COMMON POURED CONCRETE/ "SIMPSON"PHD6 NAILS @ 6"O.C. E D ARC MASONRY TOP PLATE FOUNDATION 6 16 20 2 2 2 3 FOR FULL LENGTH \����,t�•K. rFy °° OF STUD 0 8d COMMON NAILS 12 24 2 2 3 3 ° -A @ 12"O.C.ON 28 2 2 3 4 ALL 0 N FOUNDATION N DAT I 0 N 1/2"MIN. STRUCTURAL FIELD ONLY 32 2 3 3 4 END SHEARW WOOD PANEL 12 2 2 2 3 \�v = 8d COMMON NAILS WALL @ 6"O.C. ON EDGES 16 2 2 3 I C; c ; : O 20 2 2 3 4 PF OF p1E� -A, ONLY 16 24 2 3 3 4 1 3-16d@16"oc 28 2 3 4 5 along braced wall 32 2 3 4 5 36 3 4 4 1 6 °° 12 2 2 3 3 ° • ► AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 ° L FLOOR JOIST 1 (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 20 2 3 4 4 BLOCKING @ °° 1 19.2 24 2 3 4 5 ENDWAL ' TOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 28 3 3 4 5 V 00 SILL PLATE ,. L L 32 3 4 5 6 ' PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 36 3 4 5 7 j 8d 6"oc toed in ANCHOR BOLTS 12 2 3 3 4 SIMPSON HDQ8 OR � Y along braced wall 16 2 3 4 5 "SIMPSON"PH co w 20 3 3 4 5 � C) CLG JTS POURED CONCRETE/ 24 24 3 4 5 6 MASONRY 28 3 4 5 7 � TOP PLATE FOUNDATION 32 3 5 6 7 NOTE: 6" 36 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD 2 STO RY BRACED WALL PANEL DOWNS,&ADHESIVES TO BE 1. Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER MANUFACTURER'S 2. Tabulated uplift connection requirements assume a building SPECIFICATIONS located in Exposure B. 3. Tabulated uplift connection requirements assume a roof and Y Y ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a � DETAIL O O = ceiling assembly is not present or if the ceiling assembly is not Q >- >- Wall Sheathing and Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR O �y N.T.S. tY W W AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. for Wind Loads - Exposure B shall be increased by 1 nail at each end of the strap. z p z (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 4. Minimum ASTM A653 Grade 33 steel strap. U) or 2H p J W FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust wind 90 100 110 120 130 O O p o 8d @ 6"oc toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLATE TO Speed (mph) along braced wall - PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. z F- STRUCTURAL SHEATHING L0 FLOOR JOIST r- U) m E I F I E I F I E F E F E F SIMPSON HOLDDOWN W/ 5/8 8 1.DIAM. "SIMPSON"HD08 OR 2-16d COMMON • Stud Spacing Maximum Nail Spacing for 8d Common Nails 6„ ATR(ALL THREADED ROD) Sheathing Location (inches, o.c.) or 10d Box Nails (inches, o.c.)' "SIMPSON"PHD6 NAILS @ 6"O.C. C:) SEE THIS SHEET FOR DETAIL FOR FULL LENGTH 12 6 12 6 12 6 12 6 12 6 12 8d COMMON NAILS OF STUD @ 6"O.C. ON EDGES Interior Zone 16 6 12 6 12 6 12 6 12 6 12 ONLY 24 6 12 6 12 6 12 6 6 6 12' °° LLJ 07 1/2"MIN. STRUCTURAL U U O N WOOD PANEL 8d COMMON NAILS O @ 12" = O.C.ON W Z O 12 6 12 6 12 6 12 6 12 6 12 J m co FIELD ONLY 4" EDGE ZONE U) W N 16 6 12 6 12 6 12 6 12 6 12 11 0 S d 3-16d@16"oc 5 24 6 12 6 12 6 12 6 12' 6 12' I I ° a O 0 _ SIMPSON HOLDDOWN W! � "DIAM. W along braced wall , °° � O ATR(ALL THREADED ROD) J _ ° 0 p CD ANCHOR, EMBEDMENT LENGTH OF ANCHOR IN CONCRETE IS 10"MIN.. BOARD SHEATHING or LAP SIDING °° a ° ` 00 Q FLOOR JOIST Rafter/Truss Spacing -- USE SIMPSON SET EPDXY-TIE HIGH Sheathing Size Minimum Number of 8d Common Nails or 10d v -� , • STRENGTH EPDXY ADHESIVE TO 9 (inches,o.c.) Box Nails per Support NOTE: W W W 3 1x6 or 1x8 Sheathing12-24 2 2 2 2 2 7/8" OHREADED ROD EMBEDDED 12 1/2" U) - SILL PLATE SECURE ANCHOR, DRILL /4 DIAM. ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH O 0 co HOLE FOR EPDXY. FOLLOW 1x10 or Larger Sheathing 12 24 3 3 3 3 3 w ANCHOR BOLTS- HOEDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS ui O Z N MANUFACTURER'S INSTRUCTIONS. E Nail spacing at panel edges(in.) TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT. (HIGH STRENGTH O z Y = = w ti ACRYLIC ADHESIVE 0 w 0 0 W POURED CONCRETE/ F-Nail spacing at intermediate supports in the panel field MANUFACTURER'S SPECIFICATIONS ) � Q 1. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment v Z Q o MASONRY requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced D ETA I L to 6 inches o.c. �j 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. y 2 STORY END WALL S H EA RWA L L 4. Tabulated nail spacing assumes a building located in Exposure B. CORNER CONNECTION FLOOR TO FOUNDATION N.T.S. 8 BLOCKING ® ENDWALL TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE GENERAL FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 4L FASTENER SPACING (INCHES)a,b FASTENER 4 FEET < 6 FEET < 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC < 4 FEET < 6 FEET < 8 FEET MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No. 8 WOOD SCREW BASED CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8 OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'4"O.C. �`— BRA "O,C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT ANCHOR WITH 2-INCH 16 12 9 WALL PANEL a No. 10 WOOD SCREW BASED BRACED WALL PANEL EACH BLOCKING MEMBER EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL SECOND FLOOR Z Y4 -INCH LAG SCEW BASED w ANCHOR WITH 2-INCH 16 16 16 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 3-16d AT EACH 48„ EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER BLOCKING 2 BAYS 2-16d NAILS EACH SIDE BACK @ 4'4"O.C. � ® INTERIOR ZONE CONTINUOUS RIM ADDITIONAL FRAMING a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. FULL HEIGHT BLOCKING OR END JOIST MEMBER DIRECTLY ABOVE ® PERIMETER ZONE b.Fasteners shall be installed at opposite ends of the wood structural panel. BRACED WALL PANEL @ IF O.C.ALONG BRACED WALL PANEL c.Nails shall be 10d common or 12d box nails. — GABLE WALL FIRST FLOOR d.Where screws are attached to masonry or masonry/stucco,they shall be NOTE: 1.FOR GABLE ROOFS IT TO 45'PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. FOR SI:1INCH=25.4 MM 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS IN EA.ZONE BACK @4'-o"o.c. a. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/,6"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151.R.C. VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. P3103.1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE Open vent pipes tha= extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE VENTS THAT EXTENDS OVER INSULATION (TYP. ) snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7 '-0" above the roof. BATHTUB (with or without Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 — L Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS Ll3 j► L/3 Dishwasher (on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR PE NOTCHES Kitchen sink(one or two DI6MAX. I p traps, with or without WALL LINE. PERMITTED I I I dishwasher and food waste 1 1/2 I I TD/6 MAX. disposer) SHEATHING Laundry tub 1 1/2 one or more compartments) AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT LIQUID FLASHING Shower (based on the totai D/4MAX, Zo flow rate through showerheads and bodysprays) j Flow rate: p w 5.7gpm and less 1 1/2 more than 5.7gpm up to 12.3gpm 2 more than 12 .3gpm up to 25.8gpm 3 D/3MAX. SEAL AIR SHIELD more than 25.8gpm up to 55. 6gpm 4 K. T C,y� Fy NOTE: FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND MAX. FROM SUPPORT OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING NOTE: O r . , •' ORT FLOOR JOIST-END CUTS SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS cP OF UL 127 AND SHALL BE INSTALLED AND SHEATHING JOINT TREATMENT TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 D F OF PJE� D/3 MAX. RAFTER CEILING JOISTS REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION CO PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. Y U 00 w 00 S C? U co THE CONSTRUCTION TYPE 2IN.MIN.FROM TOP DESIGNATION SHALL BE AND BOTTOM OF JOIST PIPE OR CONDUIT I , 11 , III , TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH) CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL Y Y SECTION 1265.4 SIGN OR SYMBOL OF JOISTS (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER p O O 6' DIAMETER STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST Q } } OF A CIRCLE SIX INCHES 152.4mm IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH 12.7mm THE BACKGROUND I I CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. ( ) ( ) Q� w w OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED z (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE . „� "?.,. I IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. p _j L /100 EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: �;_, I 1 IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL; PROVIDED, HOWEVER, O Q OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER p = o = TOP PLATES U) REFLECTIVE RED SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. z PANTONE#187 —� THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE o O Q �~ REFLECTIVE WHITE r` U) co (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: r AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE BORED HOLE MAX. x A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE'v"AND DIA.40 PERCENT EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE OF STUD DEPTH EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"1","II","III","IV",OR W"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) CONTAINING TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE u'i (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF ,:- . I STRUCTURAL COMPONENTS AS FOLLOWS: W N i I OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE „ ` OF OCCUPANCY 0 CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL i) F SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; ° 5/8 MIN TO EDGE U co p' W Z '� HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND m <` <, = c NOTCH MUST NOT (n W J O N D THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FIR"cHALL MEAN FLOOR FRAMING AND ROOF FRAMING. 5 THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN EXCEED 25%OF 0 a- $' I i AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY O STUD DEPTH O CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMEOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE = W 0 SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED, FADED, SIGN ORSYMBOL. IF HOLE IS BETWEEN 40%AND 60% J � O r� BORED HOLES SHALL NOT BE - WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE O 0 _ 1/2 DOUBLED AND NO MORE THAN TWO STROKE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY ROOF FLOOR SECTION OF CUT OR NOTCH IN SECCESSIVE STUDS ARE DOUBLED O Q Z w OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT STUD AND SO BORED 0-. Q Ur Q ..y: DESIGNATION FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS ` , ` , p W 0 COMPONENTS THAT ARE OF TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. v v W TRUSS TYPE CONSTRUCTION R NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. U �j 0- O W Z c�, FLOOR FRAMING , INCLUDING o w c) w O z Y i = DRILLING AND NOTCHING DETAIL J O w Q F GIRDERS AND BEAMS V OF STUDS 0- Z Q I- o RROOF FRAMING F DWG NO FLOOR AND ROOF FRAMING � FR � ROOF AND FLOOR \' � � 8 BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION. —