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HomeMy WebLinkAbout50442-Z �r�g�FFOd�,f Town of Southold 5/15/2024 y� P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45185 Date: 5/15/2024 THIS CERTIFIES that the building ACCESSORY Location of Property: 4405 S Harbor Rd Southold SCTM#: 473889 Sec/Block/Lot: 87.-1-6.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/15/2024 pursuant to which Building Permit No. 50442 dated 3/15/2024 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: accessory unheated pool house with half bath and outdoor shower as applied for The certificate is issued to O'Connell,Barry of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21--1234 05/01/2024 ELECTRICAL CERTIFICATE NO. 50442 07/17/2023 PLUMBERS CERTIFICATION DATED 02/26/2024 erek a essey Aut U ed S' ature �SoFillt TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE "oy • ���, 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#: 50442 Date: 3/15/2024 Permission is hereby granted to: O'Connell, Barry 4405 S Harbor Rd Southold, NY 11971 To: Construct accessory pool house at existing single family dwelling as applied for and with SCHD approval. Replaces BP#46861 At premises located at: 4406 S Harbor Rd SCTM # 473889 Sec/Block/Lot# 87.-1-6.3 Pursuant to application dated 3/15/2024 and approved by the Building Inspector. To expire on 9/1412025. Fees: PERMIT RENEWAL $116.60 Total: $116.60 Building Inspector �O�gtlfFDt��,o TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE Wo • SOUTHOLD, NY y'ilpl 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#: 46861 Date: 9/22/2021 Permission is hereby granted to: O'Connell, Barry 4405 S Harbor Rd Southold, NY 11971 To: Construct accessory pool house at existing single family dwelling as applied for and with SCHD approval. At premises located at: 4405 S Harbor Rd, Southold SCTM #473889 Sec/Block/Lot# 87.-1-6.3 Pursuant to application dated 9/15/2021 and approved by the Building Inspector. To expire on 3/24/2023. Fees: ACCESSORY $183.20 CO-ACCESSORY BUILDING $50.00 Total: $233.20 Building Inspector o��pF SO(/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 �O sean.devlinCa�town.southold.ny.us COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Barry O'Connell Address: 4405 S Harbor Rd city:Southold st: NY zip: 11971 Building Permit#: 50442 Section: $7 Block: 1 Lot: 6.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Gerarti Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO2 Detectors Sub Panel 100A A/C Blower Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights 2' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Pool House Inspector Signature: Date: July 17, 2023 S.Devlin-Cert Electrical Compliance Form SuffO(��OG Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Road .c P.O. Box 1179 y Southold, NY 11971-0959 W- E k BUILDING DEPARTMENT TOWN OF SOUTHOLD F E B 2 6 2024 ��a?lciFrK=.1 ;.,� r��rdret CERTIFICATION Tovlt s}i n3a� �d�SiY Date: �� 0 L/ Building Permit No. Owner: _8 rn f fy n(1(12 (Please print) Plumber: [)erd- [L8,O k (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. .G7".. d + (Plumbers Signature) Sworn to before me this day of r rL4 � 20a�, rvw 8-uA C/-) CONNIE D.BUNCH Notary Public,-5-P-�� County Notary Public,State of New York. NO.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2_<:a 1 �b (o hO��OE SOOIyo<o UDD # TOWN OF SOUTHOLD BUILDING DEPT. : 765-1802 INSPECTION [ .OUNDATION 1ST [ ] UGH PLBG. -I [ FOUNDATION 2ND G [ ] FRAMING/STRAPPING [ ] -FINAL [ ] FIREPLACE &CHIMNEY , [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL'(FINAL) [ ] CODE VIOLATION [ ] PR C/O ,p .tee REMARKS: IYl 07, J cz DATES INSPECTOR V�( �o��OF SOGIyo{o # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouH►v,N�' 631-765-1802 INSPEC PON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION 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: %lequ' Ic � �i DATE A toY�/ INSPECTOR �V�' ho��OE SOUlyolo _ # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N 631.765-1802 INSPEC ON [ ] FOUNDATION 1 ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] PISULATIOWCAULKING [ ] FRAMING /STRAPPING q"L (� [ Ace- I FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: al Mill (AN `c4,- mvr-� DATE o yv INSPECTOR hod.\UF SOUI,q�lo I b 8/,: 9 ',4 v # TOWN OF SOUTHOLD BUILDING DEPT. ��y000HIV 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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//Or [ ] RENTAL REMARKS: �,�u TC G 06, U DATE INSPECTOR ho�aOF SOUIyO� s�� # * TOWN OF SOUTHOLD BUILDING DEPT. couffov, ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: ea �e DATE INSPECTOR g SOGTyo� # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1602 �,�oe----INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULAT ON/CAULKING [ ] FRAMING /STRAPPING [ FINAL e4le, A*S� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM KS: � v a "ov/ . 0rJ11 DATE INSPECTOR V�4-%OK-) CHARLES M. THOMAS R.A., PLLO 206 LINCOLN STREET RIVERHEAD, NY 1 1901 (51 6)702-351 9 CDTHOMAS63 @AOL.COM FEBRUARY .1 59 21324 Building Department Town of Southold Re: O'connell Residence / Pool House 4405 South Harbor Road, Southold, New York Dear Southold Building Department, I am writing to certify that I was retained by the owner to inspect the foundation and rough plumbing of the pool house located at 4405 South Harbor Road, Southold. Following my inspections, I can confirm that the foundation and plumbing components have been installed in accordance with my plans and specifications, as well as meeting the requirements outlined in the 2020 Residential Code of New York State. Should you have any questions or require further clarification regarding'the inspections or its findings, please do not hesitate to contact me at your earliest convenience. Thank you for your attention to this matter. Very truly yours, CHAR FIELD INSPECTION REPORT 'DATE CON MEENTS Cam✓,ffEx (� 0.tF-to FOUNDATION(1ST) , ----------------------------------- .�C FOUNDATION (;ND.) . Z W � 00 Ll ROUGH FRAMING.& t PLUMBING �v lr1 tA Z v�- W INSULATION.PER N.Y. y STATE ENERGY CODE v v FINAL 0 Ynf�.4 F)� ADDITIONAL•COMMENTS ©� 1 e)3 .. . Ldf 0 , 3 � • 2� cx�.e.�. D vc,c�#' /D!v a/'asp CIA r �yfrat TOWN.OF;SOVTHOLD .BUILDING.:DEPARTMENT .�Town Hall Annex.543'75`Main-Road P: O:Box 1 l"79 Southold,NI' 11971-0959' _Telephone (631) 765.I.802`` Fax`(631) 765=9502 https://www.southoldtownnYgov Date Received AID PPLICATI,ON;: .O:R,�U.ILDING PERMIT;.: �.; 'Poe office;Use:OnIy S E P' :1.. 5 2021.r _PERMIT NO. Building lnsped6r:' 'M1 'f.:•,C:9"r.' ii„;•'i'��'y eik y551�'^. °• .� �.,LifAi Snlf"'.''.+ti: f1W-T4?.{, NG A.I J'_PT. ' "s` A's'_bevflfe" o�t'i'n theirenire .lmcorrl'ete'h ' '',' '' r .�T r •Application�nd form mu tt _�,d,, "�, ,, ty _rip=. '1'()�'•""�, , .F�` +� .-i, `.applications:4willwnot`:beaCCe"peed here'the Applican is not tie'own'er;»an wner!s Autlioizatioriaform(Page 2')�shall be'compi'e ;yc';-'"n�v iY�;:gip' ai,, ,� '1.'.e•2,";;,�'4; $"'':� .N"a_.. as , .a'' _2 .• ,r,•1 '< Date: v.i t?,., ,��, :N', •.�. ".�[[,�s�•" �a k�u y,� +� X:�'.#�;'' q.. `4+ ',F..a "r7•,r.,,'F„a N.�:_�',u'A'M.�ln.a• ,pA"ir"��',;�a,?;i�"s,['"J.:�'-`.W •..��,',;.,;,•..,, OWNER S_11 OF,PROPERTY �',c .; h s a:,'Y>.;;r, _. .ry �<4 .� ld 1�y ,. .,, ,.J ,�` � 5�' 4 ki .G i`,.. .•�•}_ ::� a w_: .r.�,. Name: � � L�_ SCTIVI#'1000.,� 3R Project Address:. Phone#�..�p '_'_T_ �`? � Email: Mailing Address: _.;.�-• _ ;va„ _ -�-?i� ::k "t':+5o;�"'$. `rcz _sa4.�s`,�.' Tt"^;e"�,:�'�=i�;; � r'C:r.:��5' .P�o,�t::�i:y..��., r.,;:.LYr.._::,�__ _.,..-. ,.,�,r„F.;. _�,�•,.1,. �{,. - ''�,"rT`•:-,e>�.`•rr.�= .q!?:rx.;;e:: ""u, r:`�G�"_ CONTACT,PERSON: ;:� �•.' ;.0 ',':' -i Name: Mailing Address: - Phone _ _ "rf'-. ,m,:,.�, - �.d: r."55 ,;r.,.»y� wi�re•F;c�;."'�F`7':r�":„:_�.",;.,;:;�...; N;r.:.�,- w ;l -m,:,>-•n,:.. _- �'f„i: _ - ;•r:,�7ru.KY', Y'�a. �?h°j�` -'-�"k"`'':4'• .;ra;t,,=,('y`:"ti� ? ..:�„�'y+' �- 'rj� -s;G'��7 •9,,'0y�( 'l,�"ar.,p,a .tl'1`'°5<.,,s :-h;,�.,::y:,. �,,,: 1 r ,,,����• 'k[ �.•3 . .4 S'' .1.'Sv'iaei;;,..'!,.. 1 :j:� _. 'l�.,% I w _DESIGN:PROFESSIONAL.INFORMA►TION: ,,; Nis q �,.._. .;'.' .. a�aY - +Y.'�J�• ,"+.i.�-� ..:�_•i�a'.,�, ;Yr�=.�' '„f1 •v':t:•4' �a�=:,v^L+r. �r1LL, W,.:a�~'�3�.',. Name: _5: �.zs :.=� ,� f:K3-rc = - ',� •z�.; - Mailing Address: Emai Phone M l•- . _ v�:M�> Y•�}w —_G ESN: �.F;'<<— 'i�i1r' _ CONTRACTO.RINFORMA,T,ION.�, �'' �, ,`• _.., w 4�,.. ,a :....._..wx'aN..ktx.v.!F3e�... n , .� r.c y'`e'.". -?ii. . - Name: Mailing Address: ------.--- --__-._A ��_�._ -� Phone#: J�I '�9�_ _ D _ Email: a"" .,( ,�+ .3.' �.lu' ;:ry$��, ^�+cA,',.:;,;a'yF,,�';'r';1,,'•.,'.:.a,.`.i`w'^:rs'F:,y�.,T.1�' Y�:�A•.-"�-'.' DESCRIPTION OF.PRO,6S va^ CO •q+^kf. �f'11.-a,-1X -as4t 1f.:' ..�.,- max. ` .Yv._ iff.: .e. ..1 ' _• RMca.l�, :11+^rr?'•t^ '`?=c::-t-_:.a:7_,.. '�:7.,:.'i _ ram'- - .1 ew Structure DAddition 'DAlteration :DRepair'ODeMolitior ' Estimated:Cost ofProject: gyother $ Will the lot be re-graded? D.Yes' o* Will excess fill be removed from premises? DYes 0 r s.v..:w4." rma, .q. �rw •,Zxsa.s�r � ..�.�.iVS, a.,x._ r,.r-ra n.�r� - •,' ;y.....y,• ��� �a r� g^"•ailu!+,.;�..o-, ':sG���>.�e3..._ "'ror' �•" .,kYs"..J±� "x' -r"•pi: x' '?.;a `",Y '• k`.tF.•'f.'. 4.M "" �'� .'s -'� ,t4`;c.> t•�.,'`LFzeA,"k•.'�,'J',,..�� ];trr••0.�.r_. P-;-YS' c,,7�^,?.Sb +-'2 - e �.r�,� t�r 7 e X.. ry'Si "�- :hi>t,;��.M - - �:t�".?�.- r.7�- n.�tr.<����/!� t'' :,�.:. ems.. g.J..� :��•,, '�"�yk';I�, 2t -"A'=1. :1"s:�.d>;.-+ '7:"adk .:,.z:.:.,C�r' 1.`��e' `.. � Existing use of property: i _ 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 ONO IF YES, PROVIDE A COPY. `;ri 'w:L.: r,✓"' :::a:n!�':'=1"a1NS,.',"x: pw^3',.,�^,p"i^ `E'Y/` «P".iirc.c.,.. - ,P -x -ri>.. ••,.•.}.,...- _ -.. . ..__... f, f ..fA .Ts ,,,,.arxj n 4' $; .? ,:r a y s,:;,;,( •rj CFieck Box M er'Reactm f. � wM1 ,+ eo Ccoatra�(pr/destg :pcoir� ibietio r fll.draiiiage and storm>waterissues as'proinded b 5 Chapteis236oftheTown:Code;APPLICATI�O[1�hiMEREBYhVI ui[dm D' /"rt�sl '; 5 3 r; y ;,,; ;n , y}ADFto:tfi B erg+M�' enfA.hi issoariceof'a;Building-p imitpursuantto�the:Buildmg2one vi+�c.Mi2.t' _ ry /J it�iJY v,•, ..�µ�.F. ordinaric�;,of'iheftown:of'Southold;rSiiffol uFo 'ty NewYorkan 'others lirabl9,, O dm K ;. ,y. z,.,; .�wc1> r • .. ., �%1 „ ,P� ;; sags egulat ods,forthe`ignstruction;oftburtdin s t ,,. �"^(r',�':a`+:.,rrac%*. '^=»•:rgL^r, r7•.ta-r .e� a.7ti" y K';^= "&s X;,-,.: k+A S.t>"i ia, :,;wr.-_ g,�+ t 'r')a �adciRioiis;�alterattons•dr:forgremoval aI�de olitionies herein describe�:�Th a�lic�Fi� e�sto•com '�'�":�/ :r.,v'-'i-r s:..'`;,.;1'.:k .`s�s�,"':m. N"��n:���. ;��f.7�Y-:.;._:o-)yl:?_�x l..�e�.n.:o-.S b,S:t r,'S`3?;'�.sse`,��e3'�rZtf:;.v.�� 'SY:•�-a"r.._:ri`_a;i�' ";��... o:`,+,:::.M��_Y_r.,*. FPhousmg coile�and3regu7ations':and=to a rtiitauth ed�mspectd on premis'e_s�a�m�ru Idm /Is'forn m ecdons:False statenterifs'riiaile herein.are'�:=�i b* J-'`,�.• s' i..�i':�-5- �,r. ..'.•�7�.sr�' t^ �• 'c" i' �ry#� -:xi^::, •,�'r`r�?_: _, -x:.>_:;,;:3'�x�,r:•�;�'. p�nis�able_as�aC[ass'�A'riiisdeiriean`orpprsuattt'ta,' chon2iQ.¢5;oft}te'Newelo•'1•ie3�fa�te.�P11..enarLaw �'•' w� �?� .�'�{„:�.- +-- �'�+-���•"X"i`�i-��'"�"�.,Y .:•2:fk[_ :.R:J:..K}...hw'.L. rr'..W;yi..G:'1::%ib.tlC�T,.Yr!:!r:)iC�,_r:,L,:^:.'st u3n7.?' '�.J•:`e4��^�IC.u': �iRtd/�J[PF+' .u'�k3e.��":ti�i:+k��^.'.:�}�'�'^.:1 H^��J'.���wwL'.�,^,St. .r.Y:JN.,.. ,7Y-.'�.N4.•:s:9,',''•• 71 Application Submitted B pp (prin a e): "' uthorized Agent ❑Owner Signature of Applicant: Date, STATE OF NEW YORK) SS: COUNTY OF ) ' being duly sworn, deposes,and says that. s he is the applicant licant O (Name of individual signing contract)above,named, (S)he is the (4e,� � (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 ALEXUS A BIRKMIER Sworn before me this Notary Public•State of New York NO.Q181641S618 ff Qualified in-Suffoik county J day of Se&Al lbel 20 a k My Commission Expires Mar 22,2025 Notary Pubic ' PROPERTY OWNER AUTHORIZATION (Where the applicant is not.the owrier):.: 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 r < Print Owner's Name 2 ROPERTjFl1�FORMfA'I'ION� - :, Existing use of property: 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 ONo IF YES,PROVIDE A COPY. Glii:clt`Bok After Reaiiiii `Ytieawi±r/ionerSeidr/aesi ' 0.��•' t�� F r W 4' -;' t:. r` f 6t ih p""rof�ct I fs responslbte i ina=e.7nd s4oAn"Wateeissttes 'prn--ed liy 6ipter2dfioftheT suonttio:the8u0dtri�Zone, Ocd6iaece;oftfieTofvfiof5outlfokf 5uffol �Cban New,Yoiicand r a r x < r c ottirrappNc6teYaws,Otdiitanoesorla6ittonsforiFiecon t]( stuctlonoflsufldlnss,. 6tidiHons,afterattonsns. odor removal or demot(fio�iasherein aescribed7iie appYa agrees to:oo�nPlyarv [i�iN'appticatiletaYirs,ordinances,fiuIIdfng vide, fousin codeaed t r rr:'`` �•_ , `_`_ reiu ations and to SdeiR airtFioriici!lnspe�tois on;premises arts ieibuifdii�(s)'fo%riea'ersary;lesPectio :False:statements iiiade fiereiri are pein,"'bigas'9;dissAifiisdenieanorPursuaiKtc ecEion21045oftheNewYdikStsLe`Pen law: '":: :' �zA : "-=:+a-= w; Application Submitted By(print name):t4oQTlifW-tPOOLCACE,=uc.,*uthdrized Agent ❑Owner.. Signature of Applicant: Date: " STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 Notary Public PR®PERTV 0WNEkAUTHORIZATION� (Where.the applicant;is,n-o_t.the owner) 0 � residing at 440 South Harbor Road,Southold,NY 11971 do hereby authorize M 6QTI P09-t 1PO4L..CAV-E XNC to apply on my behalf to the Town of Southold Building Department for approval as described herein. 'J 0 G v f/1 05-12-2021 :Ovine s Signature °_Date 1 BARRY OCONNELL .Print Owner's-Name 2 B DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD JUL 1 Or= HTout ex- 54375 Main Road - PO Box 1179 BUILDItVG DEPI hold, New York 11971-0959 TOWN OFsot1%gphone (631) 765-1802 - FAX (631) 765-9502 rogerr pnsoutholdtownny.gov seand(asoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: / c®n.`�v«s Electrician's Name: V% e 1. License No.: NI `105_40 EElle/c. email:, G-e F�t c+aAc Co Elec. Phone No: (� I Liy Z(oL�I request an email copy of Certificate of Compliance Elec. Address.: SLISV3 l g S 1 D Pe r N a tl NA . JOB SITE INFORMATION (All Information Required)) Name: `I� ►n vl �i! l Address: ® 0 Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Sec ion: Block: Lot: BRIEF DESCRIPTION 9F WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): l� �•t'e " � to Square Footage: Circle All That Apply: Is job ready for inspection?: h L YES❑ NO Rough In 0 Final Do you need a Temp Certificate?: YES❑ NO Issued On Temp Information: (AII information required) Service Size❑1 Ph❑3 Ph Size: - A # Meters Old Meter# ❑New Service[]Fire Reconnect[lFlood ReconnectFIService ReconnectOUnderground®Overhead #Underground Laterals 1 2 F1 H Frame M Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION _I r- OS�FF01/r BUILDING DEPARTMENT- Electrical Inspector 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 rogerr(cD-southoldtownny.aov — seandna.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance • Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address:. ' Paw— Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: . 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ' ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) .1 Ph❑3.Ph Size: A. # Meters Old Meter#• Service Size ❑New Service❑Fire R_econnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 n H Frame Pole Work done on Service? D Y • N Additional Information: PAYMENT DUE WITH APPLICATION i PERMIT N �Y V Address: �G �/� re Switches Outlets 4 f GFI's Surface Sconces H H's UC Lts 2'f Fans I Fridge HW Exhaust 1 Oven W/D Smokes DW. Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service ( Amps Have Used Special: It Comments LE�, � a ki LfG*,4 S.C.T.M.# DISTRICT 1000 SECTION 87 BLOCK 1 LOT 6.3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A i SINGLE FAMILY RESIDENCE AND / Pool House � � DATE 7rz820x1 -/H.S.RE NO, R•21.1231 APDROVED 7a n i aa� Y TOTAL MAmum 13FDROOMS BID EXPIRES THREE YEARS FROM DATE OF APPROVAL I ` SETgp,CK ` 1001 °orr ITIAL`�rmux�DO°eouxwRy— \ 1 AS DEPICTED ON NY STATE - I '?DAL WEBANDS IMP N9.714-545 ,yr _pf=Gib,\''•'`.. '•\` `;� ------------ -------- \ Viso'd .�ueuc w w WATER ........... ^l `� STEPS ' ', ,'` .`, \ ' ____•__ QI JJ , 24.3' GARAGE w UNDER o GF 12.3 've pF E 5 BFDRWY SYSTEM BRICK \ ISO CAL ST. 'G ;• °RAo STOOP d , RE (2)8bWBZEEP LP. AR;•rnONE 1 I 2 DmWELLMG E 74 S GR,SIZE o °��4�N5 ;� J% _ Sq \ 45 degree maximum be on waste line_from hollso `l AY FTL 20.3 F! I 1 �n EL 18.7 78.0• EXISEW0VW/A SANITARY TO SE TYPICAL CLEAN our U P. '�1 7fT w f ' /ADNDaRED AND[VCNNIFII\ .��,y E'L i KEYPAD SLATE OR in" ". �' T; i min CLEAN GUISE SANE. . SUITABLE VER OR PLEB ENO / DWELL.V" .pNo / W/PUB'IIC WATER �\ Or Co. �'' '10 DWELLING LAND N/F OF UNDER CONSTRUCTION 3 6 EL90W JACQUELINE JONES ' �• ;'C.0 )s /O' a `.W/PUBUC WATER FLOW— /Oe, p LAND N/F OF o TIMBER PROPERTIES LLC i} 5 WMrtwrllnwM LnuMt M Mtwetwd by flu ° R 1. Suffolk County Wot.MN�ahh Srrwl4af. ' �r7jO�Or/.,, - GRIMM FOR PROPOSED fib(633)852-37.%A8 holn In mlLaxv.z�2 .4S 81 PWE'17 POOL VAST MATIR a4lvalxr,to WdwduG In7p4icNon(f). rommwo.trn OWaR GO=W �rMrY y CRAGO W r ', f-12'yw AGamlaurcrtollM axh-JN aeMa7tyrtem moi Oa In X®Dom eoma.,anm wcn Llm wPGm,wmb mPuem=m. 20- 1®DO42 sulood oo vIIAOd fwm NwMMo.,Proof rA..L °�y/ a fnRl air OLLO ` r/wl rrl'Exo/ lLw - 0LM31 Dxr m IV��a AFL\h141e 10'min �- ELEV. 18.2 8' in OOOrr4ilrY e'IN.. BROWN �r•M�P�A OL SANDY LOAM 1.0' . ma11.1orY[6L o5g . o SM BROY SWN OAMANG 2.3' HIGHEST EXPECTED WATER EL 1.0 FLOOD ZONE X Sp BROWN TOWN OF SOUTHOLD FIRM MAP 36103COISSH cm uSwd" MEDIUM 3.8' LOT Y NAVDB8 SAND (BUILDABLE LOT AREA:COVERAGE 16 S.F.) AREA:16,615.09 SOFT.or 0.38 ACRES ELEVA nOY DA MY.- , IINAUMGRIILb ALTERAnOV OR AGO/n0.N TD TIPS SURLEY IS A NGLAnGV OT SECnON=9 0'ME NEW YGRK STATE oOULAnW LAW. C6WES Or ilRS SIWYEY DWELLING: 1725 S.F. AL.IP NOT BEARIXC ME LAND SyRLEraR$LYBf1S40 SEAL SMALL NOT BE C00jlRED r0 BE A YALIG TRUE COSY. QIARANT£ES W0'CATFO NDYLW—1 RUN PALE REAR DECK: 48 S.F. 64LY TD ME PERSON FOR MNOII ME SLRR4EY/S PREPARE°AND tW IUS BfNAIi ro ME RE LOYPANY,GOl4RxYENTAt AfdHGY AND DtRC IMSRNnaN SW MEDIUM USMD HEREOK AND TO ME ASSIGNLES OT ME LENDWG LKSRMTl6N,rl/ARANIEES ARE NOT AMNSRRA&£. TD 9.9� TOTAL EXISTING: 1773 S.F,or'10.7Y MS OF MM LW OWENSI0V5 SNOAN HEREON FROM ME PROPERTY OWLS TO THE STRUCMRES ARE i0P A SPECNC PURPOSE AND USE nINFFdRf THEY ARE COARSE AAimr �FA SIR rOUS RZ OIT �°MEO m w�RE A xD Tail w,wrEm yncss,HmGGAi Lv Ewer av� P AT W HILT d EASEMENTS SAND PROP. SWIMMING POOL: 560 S.F. sOvEr OF:DESCRIBED PROPERTY ,GEOFN,, CERTIFIED TO: BARRY O'CONNELL• PROP. POOL HOUSE., 210 S.F. MAP 0.. P J O y► p Fain: y�$� G'iPt NO WATER TOTAL PROPOSED: 2543 S.F. or 15.37 SITUATED AT.SOUTHOLD *" APRIL 14.2021 17 'TomW. x o K.WOYCHUK LS SUF OL SOUTHOLD REVISED 06-25-21 SUFFOLK COUNtt,NEW PORK �Zs oddee2 ,A' XENNETN M pOYCBfTK LAND SORVRyfNO,PIMD E ? Profe2RlonLL fend Survey(nD and De21 n ME WATER SUPPLY,HEELS,DRYWELLS AND CESSPOOL D D REVISED 06-22-21 P.O.Box L53 Aquebogue,New York 11931 _ _ 21 FILE 0 221-41 scA--1'=20' GAO-APRIL 12,2021 N.rs use Na awee2 PHONE(630Ne-LMS FAX(esy 20L-MISS AM DATA arm�AOMER�s'�va nays REVISED 04-28-21 �OF SO!/r�, n Hall Annex 5 \ LorAf Telephone(631)765-18 2 5 7 Main Road • O.Box 1179 1 Q Do=Oilw WE South Id,NY 1 1 97 1-0959CO 1 1 i t R=6.10'\ Q $ { L- L EPARTMENT .R M AY - 2 2024 F OUTHOLD 4 ` •ei' R1 ` WOo' `r U.P. 0PG`c STEPS F `�C o::::. .::::... X •a' N;.; UNDE7t / 5 bpmSISTD/ 4.1 :::.�x•1za:::. g ,L pjenRronf�Ir. Or4. o e 13 SANITARY LOCATION di S.T. I L.P.11 L.P.2 S n \ A 54.5' 71' 59' coo JV7320, 3 W E1LAND 1B.7 OF JACQUELINE ONES IO.P. GAS `::POOL:•::•: :HOUSE:' i ° LAND N/F OF �/• e�°o TINKER PROPERTIES U.0 oa TOWN OF SOUTHOLD LOT COVERAGE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES w•tv (BUILDABLE LOT AREA: 16,615 S.F.) APPROVAL A SINGLEOFAMI FACTED MILYRESIDENCE KS FOR N73 2000, ;t DmrBL tM 3S 86' W PIPE In Im wm+ DWELLING: 1725 S.F. Date snrssza H.S.Ref.No. R-Zt'tzs° REAR DECK: 48 S.F. The sewage disposal and water supply faolnles of this locabon nave been SWIMMING POOL: 560 S.F. inspected and/or oertdred by this Department or other agencies and found POOL HOUSE: 212 S.F. to be satisfactory FORA MAXIMUM OF sm BEDROOMS. TOTAL: 2545 S.F. or 15.37. CRAIGANEPPEWRIE,,CHIEF Ofioo of Wastewater Managomont FLOOD ZONE X THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS FIRM MAP#36103CO166H FINAL SURVEY 03-20-24 AND OR DATA OBTAINED FROM OTHERS, AREA: 16,615.09 SQ.FT. or 0.38 ACRES ELEVA77ON DATUM: NAVD88 UNAU7HORIZED ALTERA77ON OR ADD177ON 70 THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA7E EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSE7S OR DIMENSIONS SHOWN HEREON FROM'THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOTINTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC71ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHMCALLY EVIDENT ON THE PREMISES AT THE 71ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY OF NEW CERTIFIED TO: BARRY O'CONNELL; MAP OF: y PLN M. O�yDQ� FILED: �= yG Y � SITUATED AT: SOUTHOLD O i THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. . I `F ARCHITECT I 101. 1" X 8" FASCIA W/1"X2" OVER REVISIONS D E S C R I P T 1 0 N I 6" RAKE FRIEZE 12 T.O. WINDOWS 11'-0" 12 Q4 4L­_ STANDING SEAM METAL ROOF SPACE FOR OPTIONAL 1" X 8" FASCIA 1" X 8" SCIA RETRACTA LE AWNING W/1"X2" 0 1W/1"X2"FASCIA LEOYER W/1'X2' OVER SPACE FOR OPTIONAL 8'-0" PLATE HEIGHT I RETRACTABLE AWNING T.O. WINDOWS 7'-0' 6" RAKE FRIEZE PKE FRIEZE— 6' R �� •= -:• 6" RAKE FRIEZE 5' X 4' WINDOW T.O. WNDOWS 7'-0 5 O i I + X 4' WINDOW 5" 'i a X 4" WINDOW & DOOR SURROUNDS & DOOR SURROUNDS & DOOR SURROUNDS I �j (TYPICAL) (TYPICAL) (TYPICAL) CEDAR SHINGLE SIDING b Tjr J °'11W3046 3046 046 CEDAR SHINGLE SIDING -- EGRESS EGRESS E3GRESS FIT II �r T CEDAR SHINGLE SIDING iff- CEDAR SHINGLE SIDING I� T.O. FIRST FLOOR T.O. FIRST FLOOR H I T_ �4) F y_TI VTI VTI Tj I i I E NORTH ELEVATIONr—E WEST ELEVATION E EAST ELEVATION E SOUTH ELEVATION 1 SCALE: 1/4" = 1'-O" 2 SCALE: 1/4" = 1'-O" 3 SCALE: 1/4" = 1'-0" 4 SCALE: 1141, = 1'-0" APPROVED AS NOTED DATE: ' B.P.# FEE. � -V BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: F(�S 16'-0" 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE W 2. ROUGH - FRAMING 8, PLUMBING 0 3. INSULATION . . � Q 1 4. FINAL - CONSTRUCTION MUST w BE COMPLETE FOR C.O. O ALL CONSTRUCTION SHALL MEET THE C� S O REQUIREMENTS OF THE CODES OF NEW CD W 2L R (2) 14" ML HEADER I CO, I (2) 14' ML ADER ORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. J Q 15'-4" o I r- - - - - - - - - - - - � I 8" POURED CONCRETE I I O O O n o I FOUNDATION WALL ON 8"X16' C ) m POURED CONCRETE FOOTING I I to N OL OPROPOSEDI I I PROPOSED OCCUP�,1t!CY. 0 19� L>J MM 10 POOL P OL fwr Q Zo U 7HOUSE o UNEXCAVATED - SMO E DSMO<EETECTOR OETE TOR VATHOOT C Oi7 d r 4" POURED CONCRETE SLAB o N (3500 PSI) OVER 6 MIL. CV o x C -1 I �9 I �9 0� OCCU�,�`►�°��►�� J � U I POLYETHLENE VAPOR BARRIER I I O I — . O � o � 10'-0" 5'-0" I ON WELL COMPACTED POROUS I O J O 125 CFM EXHAUST I I FILL r/ FAN TO EXTERIOR- PROPOSED ROPO ED F-,s L= L f Wl i Q O 2 COUNTER HALF BATH I L — — — — — — — — — — — — J I ANTE ALF 8 TH ��I`�V�✓< YC.�R'{ STATE & TOWN CODES ( /� awl AS FiLOUIRED AND CONDITIONS OF O v / 12'-2" 11, CW 25 S-10" — — — — — — — — — — — — — — — — Cw1 5 SOUTHOLD TOWN ZBA Z In D 16'-01, 16'-0" S SOUTHOLD TOWN PLANNING BOARD O O O S S 1 SOUTNOLD TOWN TRUSTEES (f DEC P 1= L O O R P L A N P F O U N D A T I O N P L A N P ROOF FRAMING PLAN RETAIN STORM WATER RUNIOF F Q 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-O" 3 SCALE: 1 ' = 1'-O" PURSUANT TO CHAPTER 236 OF THE TOWN CODE. TRUSS PiACARDING REQUIRED ram^-T,1CAL I!r"''""`"TON RFQUTRM 12 (2) 11 7/8" ML 2"X Q4 TYPICAL ROOF CONSTRUCTION R TER TO WALL All exterior lighting HDR o" (14) 10d x 1 /2- FASTENER installed, replaced or RDOF Rgp�RS OVERDI5# ROOF FELT ON O1/2" CDX PLYWOOD SHEATHING. ® � " repaired shall conform C.B 0, 2 X10 ROOF RAFTERS 0 16 O.C. to Chapter 172 of the Town Code Charles M . Thomas (2) 14" ML HDR rTM T Ridge Beam PI PLUME31RIG a r c h I t e C t TYPICAL WALL CONSTRUCTION ROOF PROPOSED ALIALL PLUMBIN�r11�,�F TE PO BOX 871 JAMESPORT, NY 11947631 727-7993 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2' HPOOL OUSE CDX PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16" O.C. I p &WATER LCOVERlw:. I T T.TESUr�leUoe�v�lzaG' _ J I `I PROJECT 00 �11��r b zY MTS12 I LAV I w.c. RIDGE LINE OF BATHROOM WALL BEHIND I RAFTER s 00 4" POURED CONCRETE SLAB 2"x6" ACQ SILL PLATE D O TERMITE SHIELD, SILL SEALER,_ OVER 6" MIL. POLYETHLENE 5/8" DIA. ANCHOR BOLTS F VAPOR BARRIER ON WELL P.V.C.PIPE PITCHED TIES 32" O.C. O Z AS PER N.Y.S.CODE Simpson Strong Tie �26"-0" O.C. I _ 8" COMPACTED POROUS FILL CONNECT TO APPROVED 9 POOL HOUSE M F.A.I. & SANITARY SYSTEM WITH CEILING COLLAR 8 POURED CONCRETE FOUNDATION WALL ON 8"X16 POURED CS-20x18" MIN. WITH (7) 10d COMMON NAILS CONCRETE FOOTING PER RAFTER INSTALLED OVER PLYWOOD PLUMBING RISER bIAGRAM RAFTER TO WALL RIDGE STRAP TIE DATE: 8/09/21 R O S S E I N SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PROJECT No. s DRAWING BY. CMT 1 `.SCALE: 1/4" = 1'-0" CHK BY. DWG No. ®- O-0 - 0. - 0 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUT PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i I I TOP PLATE FRAMING TO ACCO`VIADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS .� PIPING — 6 0 2. 7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING ^� DEFLECTION JOISTS OR APPROVED 1" ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 SLOPES THAN 6 W/NO TOP PLATES P, Q A FINISHED CEILING SEC ON © Y P PLATE— WWFF MM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE EE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALLE� IN STUD INTERIOR WALLS AND H/180 ACCORDANCE WITH JOIST IS PERMITTED TO NOTCHING PROVISIONS PARTITIONS FLOORS AND PLASTERED L/360 STU D BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/z4o BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% EXT. WALLS W PLASTER OR H OF STUD DEPTH WFCM SECTION 3.3.1.1.1 1/3 SPAN 3 SP WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE STUCCO FINISHE /3so 5/8" MIN. TO EDGE NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L 240 d NAIL AT 6" O.C. / o ALL PANEL EDGES) WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES IL 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE — �, JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE `—BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING �ALL NAIL E 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60%BEARING PANEL EDGES b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL ) BE LOCATED' IN THE SAME of the cantilever. CROSS SECTION OF CUT CR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND NO MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND SO BORED Cn BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of Oz OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall FA ci a INSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH ! WIND EDITION not exceed L/120 w \ L I 16d NAIL AT 24" O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION L co SILL PLATE JOIST o . • • S E C TI 0 N 3.4.3.1 ,1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3 4.2.1 .1 FIGURE 3.3 A CRAWL SPACE °c 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD FRAMING MEMB,�RS AT PANEL OR BASEMENT SUBFLOOR NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB-ON-GRADE (b) INSIDE CO R DETAIL PANEL EDGEMBERS NOT AT FOR INTERIOR NIONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR � ORNER FRAMING ROOF ONLY 1.0 1.2 FOR EXTERIOR BEARING AND INTERIOR ROOF 1.0 1.1 o BEARING WALL � �� 1 LATERAL TBRACE SAT 6 O.C. N NON— BEARING WALLS: �602.6 1 &C 2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) I-' LU TYPICAL WALL, FLOOR & ROOF FRAMING ISTS 9��/ a. LINEAR INTERPOLATION SHALL BE PERMITTED w 0 WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n N FO R WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST CD W F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER Z FASTENER SPAN 4 FEET 6 FEET B CCING SEC 1� A-A C PPLE TUD T PICAL IOR STUD TO STUD DETAIL GABLE END TRUSS Q TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ROQU REDORS Q < 6 FEET < 8 FEET 1/2" SPACINGS A A Of (� ALLOWS E CH SIDE 10-8d Q N0. 8 WOOD SCREW 16" 10" HOLDDOWN I S 8" NA INSTALLATION HEADER STUDS -----FULL LENGTH c-) J ANCHOR WITH 2 EMBEDMENT 5d COOLER NAILS AT 10" O.C. LENGHT LI' DOUBLE A A WA STUDS I--- Q STUD MIN. o NOTE: 2"x4" BLOCK NAILED TO EACH CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS AT HA DW RE ° o CONNECTED TO BLOCKING N0. 10 WOOD SCREW 16" 12" 9" HOLDDOWN ° ° TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2 EMBEDMENT (HDU) CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN LENGHT ° ° NOTE: SIMILAR REQUI ED ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W ° ° CONNECTION AT EA OH SIDE CO NURj/R WALL STUDS AND AT TOP AND ° FOUNDATION. —L.=� BOTTOM OF CRIPPLES 20 GAUGE STRAP W 2-16d COMMON 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° NAILS END6WA L FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFTWITH 2" 10-8d NAILS LENGHT EMBEDMENT FIGURE It CONNECTIONS FOR OPENINGS Q w ( WFCM � ry SUBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FIGURE 11FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BANG IolsT Of 0- 12 MAX. ( WFCM )c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN "' oAILS BASED ON l EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. o ,,_ SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. TOP PLATE U Ow d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING `�- H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ° , ,,, CENTER 2x BLOCKING RIDGE HANGERS IF ° H 2 BUT NEED OT DIAPHRAGM USE 8-8d COMMON NAI S LESS THAN 1,500 POUNDS. ° / .y `�� H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1 -1 4�' o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 M) o ° ° CORNER STUD EXC ED 15 FT. AX. EXXCEED 40 FT. MAY. 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP / ~ N ON CABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g Z (HDU) o o ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS Q ROOF RAFTER o ° o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING 0 0 ° 20 GA. STRAP— DOUBLE PREFERRED METHOD STUD (MIN.) z 1 -1" WIDE MIN. AT HARDWARE RAFTER 4 8d NAIL AT 12" O.C. ON o W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES R. WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z W RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT OW Cn. FLOOR TO FLOOR PHD5 24" RIDGE TENSION STRAP DETAIL_ TABLE R301 . 5 NOTES CONNECTION U ill FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING -- EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6„ A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN AREA HOLDDOWN USED T A B L E R301 . 5 / LENGTH NUMBER OF CAPACITY OF HOLDDOS NOTES EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER —WOODS RUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND D INSTALL IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO S I m son S t ro n _ WI Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER OR MORE ADJACENT TRUSSES NTH THE SAME WEB CONFIGURATION r P 8-8d TO STUD CONNECTION NAILING SCHEDULE (TABLE 3.1, CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) A 3 5— Chimney Fr a m i n g , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT '� z CONNECTION (A� OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD LIVE LOAD 3 ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. E 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND * NOTES: SIMPSON STRONG TI SCALE: N. T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL E HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 Cn W 3 SIZE PER MOST RECENT ApELOG WALL PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o EDGES) ANY POINT ALONG THE TOP DECKS 40 V NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 cof. GUARD IN — FILL COMPONENTS ALL THOSE EXCEPT THE III * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L �I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 Q LOAD REQUIREMENT. a � HIGH WIND EDITION) � �I o g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 ® . .8d NAIL AT 6" O.C. ON Z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR I `�' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS N ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 AT PANEL EDGES CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER PLANE BY 2 FOFTTHE°TRUSS.VTHE RECTANGLEDE OR RSHAOLLAFITD BETWEEN THE THIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS a MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: � EXTERIOR C 0 R N E FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL — DOWN STAIRWAY 3 SCALE: N. T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN ` Simpson Strong Tie 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. �I (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the ( TABLE 3. 1 WFCM 2018 HIGH WIND EDITION )- SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC CO NECTIONS ESISTING U LIT LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural elements GENERAL NO TES: NAILING SCHEDULE MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. -- , ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances NUMBER OF NAILS NAIL SPACING P g 9 JOINT DESCRIPTION t/2" ANCHOR BOLTS 3t sheet no. 1 having jurisdiction and nest standards of construction -•.? COMMON NAILS t - FLOOR 9 All non engineered lumber to be Douglas Fir#2 or better practice. LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 Wind Limitations-Section R301.2.1 r ... RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 Design Criteria-Section R301.2.1.1. See Table R301.2. 4 A for Wind-Born Debris The American Institute of Architects Conditions shall apply 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE g ( ( ) to all work performed on this project. CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any 3.r 9-16d EACH LAP OR THREE AD ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER.GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER ( FACE-NAILED 4. N NO CASE SHALL Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he of 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by o7 Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Guards-Section R312 STUD TO STUD FACE-NAILED and/or the building as designed without the expressed written a Smoke Alarms-Section R314 " consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16 O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 g y policies Worker 2-16d PER 2X4 STUD Flame Spread and Smoke-Section R315 insurance coverage statutory TOP OR BOTTOM PLATE TO STUD (ENO-NAILED) Compensation, etc.) and general liability in an mount not cn 3-16d PER 2X6 STUD Insulation-Section R316 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage oz N Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be v: N 2-16d SEE NOTE 1,2 PER FOOT named insured on an and all policies. > FACE-NAILED ( Protection Against Decay-Section R317 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous \ FLOOR FRAMING Protection Against Termites-Section R318 Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDERTOE-NAILED Accessibilit Section R320 7. All wood in contact with concrete or masonry to be Wolmanized 4-8d PER JOIST Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END in each bedroom, on all floors and shall be all interconnected per code. 3-16d Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED EACH BLOCK 3-16d Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State: Code. LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor per square foot. Contractor to consult Arcitect if different soil materials are JOIST ON LEDGER TO BEAM TOE-NAll.EO 3-8d PER JOIST P designed air-temperature of 0 degrees F. and 15 MPH wind.q found upon excavation, 11. All electrical work to be in accordance to the rules and 0 BAND JOIST TOJOIST END-NAILED) 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. N BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes I- 2-$d EACH END 5/8" Ancor Bolts (SSTS-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. bJ 0 BLOCKING TO FLOOR JOIST TOE-NAILED 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. 0 ^i 14. All work to conform to the rules and regulations of the New York LU ` V ROOF SHEATHING Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. 8d 6" EDGE 6" FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds W STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC z 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier , GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6" EDGE / 6" FIELD P # P the Code's minimum standards. Q Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and j GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD 30 x30 x12' deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q 0 GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD Deck and porch flootings as noted, 3000# test, 48' minimum buried depth on any other project e;ccept by written authorization of the Architect. r 1 ' 17. Architect has not been retained for site supervision, on-site v CEILING SHEATING Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. Q No footing shall be set higher than a 30 degree angle from any other footing J WALL SHEATHING Pour no concrete on frozen ground or in freezing water. 0 / " Q STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6 EDGE 12" FIELD Provide 3 1/2' steel Icily columns.Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 0 LIJ ""5d COOLERS 7 EDGE 10 FIELD Fireblocking - Section R502.13. Q GYPSUM WALLBOARD / Z ANCHOR BOLTS IN FOUNDATION USE: Floor Construction: SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 0 (- 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U21O 2X6 " ' /�j Floor joists: see Foundation and Floor Plans, spacing as noted. 0 Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2" USE (4)-Ed NAILS AT EACH END Wall construction - WFCM Prescriptive Method. Wallframing and finishing shall be nailed and or screwed in accordance with GAF'.AGE STUD GARAGE SILL PLATE USE: FLOOR SHEATHING WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE: 1x6 fascia, wrap STRUCTURAL PANELS Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING " Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2�� X 5'� LAG 1' OR LESS 8d 6 EDGE 12 FIELD Yl Alluminum gutters and leaders. Siding: see Elevations. GREATER THAN 1" 10d 6" EDGE / 6" FIELD Tyvek housewrop. MTS 36, 16" O.C. BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END �� Simpson Strong-Tie T 1/2 MR GWB in wet areas p g N At least one window in each sleeping room shall comply with the exit re irements RAFTER TO STUD OF RACER USE: 1 O P g P y q MTS 36, EACH ROOF RAFTER :J210 2X6 �- of section R310. USE 8 16d NAILS AT EACH END N Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER Q SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 4-1 Old x 1 1/2" U 1 1/4" COIL STRAP - DECK POST TO CONCRETE CONNEC11ON USE: „ Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < » SIMPSON H-8 USE W/ONLY 5 •� percent slope), o MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL ANCHOR BOLT (14 ) GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ) p g 4- 8D TO PLATE PLATE IN MTS12 ® EACH JOIST U21O 2X6 (EVERY STUD) STUD TO S 7" MINIMUM EMBEDMENT underlayment 40 shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH .JT (SEE ANCHOR SCHEDULE, of 'v AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 Startingat the eave apply 36- inch wide 914 mm sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: ° %" HDU � PP Y ( ( yment, overlapping H2.5A AT EACH ROOF RAFTER „ CZ ti (14) SIDS Ya X 3 WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od x 1 1/2 ' �. 7" MIN EMBEDMENT o o For roof slopes of four (4) units vertical in (12) units. N TYPICAL PORCH DECK LEDGER (SEE FOUNDATION PLANS A-3.1 AND ° •° A• •° 't° A-3.2 FOR LOCATION) ° Ice Protection (Section R905.1.2) E ' �a • °• • � Underlayment in High wind (Section R905.1.1) CONNECTIONS M (MINIMUM DOUBLE STUD) ° SIMSON STR�NG - TIE g ( ) 0 CID 'D cA ego' •° •° •° ' Flashing Section R905.2.8 » » Chimney and firespaces - Chapter 10 STU Y BEARING PLATE 1 1/4 COIL STRAP 16 D.C. Energy Efficiency - Chapter 11, see attached report • a '° c a • ' ° DOUBLE 2X MIN. • "� USE 4-8D IJAILS EACH STUD Mechanical - Chapter 12 D °. .° , '° •c L,a �' ° , General Mechanical System - Chapter 13 FOR HEADER OR •n as • . ► . �.. D � ° ° •° ' C. •° ' s° ' � •d "° • ° Heaitng and cooling equipment - Chapter 14 BEAM -o' °a o° a a d' a.. a Exhaust Sustem - Chapter 15 o' D /�' ;�, �,°, „ 1:°•, >' D Duct System - Chapter 16 .� z yy DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie a • o • o ••„ ° Chimneys and Vents - Chapter 18 AC4 o�,; SSP Plumbing - Part VII AT EACH POST o 1 3/4" IMUM D ' ' •�o^ SEE PLAN / w �- e Flood Zone - 301.2.4 (J, LU LU EDGE DISTANCE •�� v •D HEADER L5TA21 ° : I °: a FLOOR TO FLOOR KIN Simpson Strong-Tie Cll V CONNECTION G STUDS CS2019 COILED Y2 THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2---,, L. JACK STUDS OVERLAP AT EACHCIO L. 00 x SIMPSON STRONG -- TIE STUD o 1 1/4" COIL STRAP - SIMPSON STRONG-TIE -� ca 16" D.C. USE 4-8D H2A SIDECOVER CNW NUT COUPLER �( NAILS AT EACH STUD AT EACH ROOF o RAFTER USE 8-16D ® MIN EDGE MIN OVERLAP IS 12 NAILS AT EACH END, JACK 0 SI L ` b DISTANCE* o 12" MIN OVERLAP PER RT2.5 .•-,�. COMPONENT MIN EDGE SHEET N0. STUD TO ROOF RAFTER STHDS � ''""��•&�°�^a�•�'. • • '�°•' • '�' CONNECTION FLOOR TO FLOOR Simpson Strong-Tie •' DISTANCE* WRAP UNDER SILL PLATE TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12 j FRAMED OPENING EXTERIOR WALL CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR INSTALLATION SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALE TO FOUNDATION CONNECTION PORCH CO��JMN CONNECTIONS