Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
48679-Z
i GI soulyo`° Town of Southold * * P.O. Box 1179 io 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46029 Date: 03/12/2025, THIS CERTIFIES that the building- ADDITION/ALTERATION Location of Property: 900 Yennecott Dr Southold, NY 11971 Sec/Block/Lot: 55.-6-7 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: ;10/21/2022 Pursuant to which Building Permit No. 48679 and dated: 01/03/2023 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: Additions and alterations, including finished basement, covered front porch, rear deck (partially covered), to existing single family dwelling as applied for. The certificate is issued to: Michael Rodd Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 48679 09/01/2023 PLUMBERS CERTIFICATION: Michael Rodd 01/17/2025 i AutUrizedi Vae: oSUFFei�.�G TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo • 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#: 48679 Date: 1/3/2023 Permission is hereby granted to: Quinones, Karen 900 Yennecott Dr PO BOX 211 - Southold, NY 11971 To: construct interior alterations to existing single-family dwelling as applied for. At premises located at: 900 Yennecott Dr, Southold SCTM #473889 Sec/Block/Lot# 55.-6-7 Pursuant to application dated 10/21/2022 and approved by the Building Inspector. To expire on 7/412024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $421.20 CO-ALTERATION TO DWELLING $50.00 Total: $471.20 I Bu ng Inspector { OF SO�ryo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinl-town.southold.ny.us Southold,NY 11971-0959 COW, ,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Rodd Address: 900 Yennecott city,Southold st: NY zip: 11971 Building Permit#: 48679 Section: 55 Block: 6 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: ARZ Electrical Corp License No: 59297ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 53 Ceiling Fixtures 12 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 10 Smoke Detectors 4. Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 24 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights 12' Dryer Recpt rig Emergency Strobe Heat Detectors 1 Disconnect Switches 37 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW Notes: Whole House Renovation Inspector Signature: Date: September 1, 2023 S.Devlin-Cent Electrical Compliance Form i Town Hall Annex 'T (�6Ei1 ?65t1�/ 54375 Main Road a :� j w' � U �i P.0.BOX 1179 y �� } `' V 11 . Southold.NY 11971-0959 � ._ q FEB 218 2025 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner. %G lt1fe-("�( (Please print) ,f/ Plumber. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. � / I (Plumbers Signature) Sworn to before me this day oJA-,,(v a, 20 CAROLINE M MACARTHUR Notary Public-State of New York NO,OIMA6384635 Qualified in Suffolk County My Commission Expires D*c 17,2026 Notary Public, SYr0'6LL- County 1 i o�SUFF0 TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • o,rt SOUTHOLD,-NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS i UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48679 Date: 1/3/2023 Permission is hereby granted to: Quinones, Karen 900 Yennecott Dr PO BOX 211 Southold, NY 11971 To: construct interior alterations to existing single-family dwelling as applied for. f At premises located at: 900 Yennecott Dr;Southold SCTM #473889 Sec/BlocIdLot# 56.1-6-7 Pursuant to application dated 10/21/2022 and approved by the Building Inspector. To expire on 7/412024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $421.20 CO-ALTERATION TO DWELLING $50.00 Total: $471.20 B ' ding Inspector UP SObTyo * TOWN OF SOUTHOLD BUILDING DEPT. `ycoUlm, 631.765-1802 .INSPECTION [ ] FOUNDATION 1ST [vf-'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: flumk � �YI►SI-e-� �O�S�A�h�' DATE INSPECTOR 50(/T,�O� - l� # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourm��' 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 VIOLATI N [ ] PRE C/O [ ] RENTAL R S: ` vled3 • • 0mr Skeg& Seq�p. LOA UWT I �v 2 %V kk �n n - . t 4 �,(� 4"�A 9 DATE 3 V INSPECTOR SOUTyO! qj& 7a loo ye te co 7`� �o- 0 * # TOWN-OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY. [ ..] FIRE SAFETY INSPECTION ] FIRE-RESISTANT CONSTRUCTION. [ ] FIRE'RESISTANT.PENETRATION LA ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: D_ IM� 15e-P_ bOX, VV,,,- DATE a INSPECTOR Lod. ti��aOF 50(/lyo� Lf g�6 # TOWN OF SOUTHOLD BUILDING DaT- �o . �o �ycou 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: � r�J r 0 q s l /Af- fo A e6l a r-& f � DATE / INSPECTOR OFSOGIy°� (4 M979 3 00/ �n l T # # SOUTH OLD B V TOWN OF SOU ILDN O U G DEPT. 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: C� { DATE INSPECTOR -fsga r OF SOUTy�Io # TOWN OF SOUTHOLD BUILDING DEPT. °y o►�,� 631-765-1802 5OUINSPECTION [ NDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] F DATION 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 a SOUIyOlo # .TOWN OF SOUTHOLD BUILDING DEPT. coorm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] IN ATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- -:] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTPENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:'O DATE' INSPECTOR JEFF A. ZA.HN, A.I.A. s 202 ILL"_ ARCHITECT-PLANNER . January 16,2025 Town of Southold Building Department 54375 Main Road Southold,NY 11971 Attn: John Jarski Re: Rodd Residence 900.Yennecott Drive Southold;NY 11971 TM.No.: 1000-55-6-7 Building Permit No.: 48679 Dear Mr.Jarski, This correspondence is to inform you that I, Jeff A. Zahn, field inspected and certify that the wood framing and the R-30 fiberglass insulation that has been installed in the ceiling in areas of-the interior alteration at the above noted location meet the requirements of the 2020 Residential Code of New York State and the 2020 New York State Energy Code. Should you have any questions or concerns please feel free to contact me. t%�S;usL`-7y:-- Very-truly.yours*, 77 a. Jeff' ahr3A JV Cc:W.,Rodd;File °t.•ti h - `�� � ;� 215 ROANOKE:AVENUE RIVERHEAD, N.Y. 1190,1 631.727.0544-■ FAX. 631:727.5335 qqjojq E FIELD INSPECTION REPORT DATE COMMENTS u b FOUNDATION (1ST) .� y ------------------------------------ c! FOUNDATION (2ND) //- o ' cry t.S Gcl/�.c2c. �Gtl.Ssi a�--�-o � _ n-fi ve, y ROUGH FRAMING u S PLUMBING Q r INSULATION PER N. Y. H STATE ENERGY CODE l 11j ovaAA PV FINAL b • ADDITIONAL COMMENTS O .3 n ✓ al- l ,fh� ���e r�� dl G Q e (1 e,P as� S� 8 x e ac /0o°3- Me-4 /08/(00 _ Amen ddns p DF IJ so�aze cam, �o z x y x d b H a I g11FFU(,� . TOWN OF.SOUTHOLD,—BUILDING DEPARTMENT y, z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy �► o Telephone(631) 765-1802 Fax(631).765-95D2 hLps://www.southoldtownny. o_v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT 110. Building Inspector: f IC it it hl' fir,„',f}1 {t t '• �I {t (}}� f l�}ir, taa,K��,{,Jttq r, t�'iyt, t' �,l is{' "ktak��y, ,u,r{��rrxt q tdf I t , city OCT/1 �/j 0 2022 I/1 77 f,gt{itl',..„#izl�},�rit4;.:r }7�q}t�^,{Ti{��'.i.t}th�,f�t{�t57.lrtff4r�is�ta,){rrrr:r:f{ig'.`n�,��g�� i�ti.j;rl{ hk�3y�f.i'rl,lt,g�(s}�t{ISI?ttiijlgt�lg(}+}4t�}4tg�ltV..t���krr, °' f�Applifcationsnand�formsimust be�'fil�eld;ofut injtheir�{ent�r�ety.;{Incomplete pi�,,}y�{�t„��1iA,���"N 9 4 r Y ,ox'€i t1��,l� �1i1�Q{ r{rdw+t�,,ith�tl�A'6Yiitglitf (k� g�(i }applications w{Iltriottbe�accepted�g�;lAlhere,the�Ap�Yhcantt is;�ot�thfe owner,lan4 ��y44', . �(� vj`1Y? k.it>; rtt):` k{1,��igr ss�t r}�i, t, t4 rtd�,r Sig�ai�ti tn,t gk49 airnu 11 '1'3 Iflr''!td is}ll'�tµ4�r�f�,9t��!tiRd Il��I�drj; I� tOwrr�gr',s�AuthoraUat�on,form(Pager2)�shalylfbefc�io�nple�gE'�;d:`r�� �g,��u�, ,#s �� , �}�; f����k(,; Date: „?,tf{ ,7F 'It } f,,,r.{,,� lnis.,yir�.Ii ,pf�{, ,, 1,,�, ,tfpllr. >�`}:� ,,,Ir,i,.,r� ,,,tt•�`I s},gi.s�P,,�1t,�i},,t,r� j>:i {; ,� w H,.�,1-t. ,. ,. �,:�;%, ,,.>:..r, a+u'�,I,,.xf�a{1.1n",}�r�."C�..t�tx`�,4.t�rf}'�rf,it..lhr,}u�'S�1L�YS:`��'hg '.l��sz$�f.<<l��}.ir�,k�,J �s1 k`krrrlr'rs�,y ,°.-:.'!Y?�.Utz.,,,t�r�,,Yl.?��ir..,��'�A`�•,r��ivw. t„e�..t.. ;,.;7.�„{ i,.r �w,, Name: 'L.. p_ ___ SCTM.#1000- Project Address-.*: Phone# 66 $h'3' Mailing Address: ��o Y.G.N.�lG�.©T�a ��/E_ _Sc�u: o�-► �tily�C�`!7) CONTACT PERSON-.' Name: M,I,4AE�'opa Mailing Address: Phone.#: Fiail: .._aM.I' 4A ol-V DESIGN ,.,,..1 DESIGN PROFESSIONAL INFORMATION Mailing Address:: KE__.AJE_hlvE__� . �1�/�21�E.�R,�.i_I!•f—p_I�D_I Phone#: Email: CONTRACTOR INFORM�►TION ` V. .•.;" r 7 r. A��' Ld."f.k t„ ..:�1 tL 1. �", .� ' ,: , o[� I, .I.,�f � Name: Mailing Address: _ Phone-#: - - Email: - DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure_ ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project:. ❑Other . e) Will the lot be re-graded? ❑Yes . No Will excess fill-be,removed from premises? ❑Yes L o 1. .PROPERTY INFORMATION Existing use of property:, M, Intended use of property: ®6r-iT1A� Zone or use district in which premises.is situated: Are there any covenants and restrictions with respectto this property?; ;OYes0 o IF YES,PROVIDE A COPY. 13 Check'13ox After Reading: The awner/contractor/design pro►essional is responsibie for all drainage and storm water issues as provided by , Mpter•236 of the Town Code.AppucA-noN is HEREBY MADE to the Building Department for the issuance of a Budding permit pursuant to the Buddnrg zone Ordinan�e:of the Town of southold,$uffolk,County,New York and other applicable taws,Ordinances or iteguladons„for the construction of buildings, additions,alterations orioir removal or demolition as herein desarbed-the applicant agrees to comply.with all appkable laws,oidilaance36 bw`lding code,- housing code.and,regulatans andso admit authorized Inspectors on premises artd in building(s)for necessary inspections.False statements made herein are punishable ava Qass A misdemeanor pursuant to Section 210AS of the New York State.Penal taw.- Application Submitted By(print name F �� /Authorized Agent ClOwner Signature'of;Applicants Date: io-ZZ-= STATE OF .NEW YORK) SS: , COUNTY OF t being duty',sworn,deposes and says that_(s)he is the applicant. (Naive of individual signing,contrao)above named,— (S)he is'the (Contractor,-Agent,Corporate Officer,etc.) . of said owner or owners,and,is duly.authorlied to perfofm ofhave perfo med1he said work and to make and file`this 'application;that all statements•contained'inthis appli6tionAre true.to the best of his/her.knowledge and belief;and . that the work wil[be performed in;the manner set forth in the application(file therewith. $worn before me this i allay of �c .20_ z�)C� CONNIE D.BUNCH Notary Public Notary Public;State of New York No.01 BU61.85050: . iEifipd in Suffolk county PROPERTY OWNER'.AUZiORIZA�'iO,N �Rs�san Expires April 14,20�_ °� (Wh'ere the appticant.is not the owner). . MIzNA6� ?da> residing at `170 'y _derea7>ZiJc T - 40 :• ,do hereby authorize 'S' .,�..- ZsaN,.l; - to apply on my'behalf to the:Trown of Southold Build g Department for approval as described herein: Owners'Signature Dare: , Print Ownel's:Name . BUM G DEPARTMENT- Electrical Inspector rroS�f Ckco '-:. �o y FEE ` 0 2023 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 C1' Southold, New York 11971-0959 BU LfDING F� �'£. a�yfj01 ��'-'S TO Off' OU7 � done (631) 765-1802 - FAX (631) 765-9502 rogerr(c�southoldtownny qov seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) \ Date: Company Name: Electrician's Name: . ,_Ae License No.: Elec. email: {�YZ�1eC_ un���� (;pyY� Elec. Phone No: �, ._ b�—S ❑I request an email copy of Certificate of Compliance Elec. Address.: IS (4bf,%Koirn°S P Aav N JOB SITE INFORMATION (All Information Required) Name: . R06 -6 Address: qoo Y1 nE? o+_fi J c Sov�Vl0 Cross Street: Phone No.: 631— 42— 5 Bldg.Permit #: J�4, G-�Y 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) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION l e" 0, d 7 �� �Sl1FFpC,{ �o. BUILDING DEPARTMENT- Electrical Inspector �o Gym TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1;179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 1 '� ja mesh(cDsoutholdtownny gov — seand @,southoldtoWnny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: O Q Pe- ` Electrician's Name: License No.: Elec. email: j O o Elec. Phone No: 6 ,3 ❑1 request an email copy of Ce ificate of Compliance Elec. Address.: JOB SITE INFORMATION (Ali Information Required) Name: Address: 'p o (� Cross Street: v Phone No.: 6/,31 -q 6 Bldg.Permit #: 86-7 9 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DES RIP ION OF WORK, INCLUDE SQU E 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) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#; []New Service❑Fire Reconnect[-]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y i F1 N Additional Information- PAYMENT DUE WITH APPLICATION rc 108160 PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower. Service Amps Have Used Sub Amps Have Used Comments cc Town Hall Annex &17 Telephone(631)765-1802 54375 Main Road . . ; Fax(631)765-9502 P.O.Box 1179 '. Southold, NY 1197 0959 4s- 4, BUILDING DEPARTMENT .NOTICE OF.UTILIZATION OF-TRUSS TYPE-,CONSTRUCTION.-'PRE-ENGINEERED, . T� _WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date::. iti�2o--ZZ . Owner: . : _ .M.#(,14^Ci Location of Property:._... __ : 'Too__°'AW46._o r f-__PA vi5 ,- Sao rM oi-r.> - Please-take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an. existing commercial..or residential structure to be constructed or performed at the subject property reference above will utilize (check.applicable line): Truss type construction (TT) V Pre=engineered wood construction(PW) Timber construction(TC), in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor.and roof framing (FR) S gnature,,, - Name (person submitti g is form):--: . Gf _ _- Capacity:(check:appli Moline): Owner Owner representative TrussReg1'5.docx Effective 1/1/2015 JEFF A. ZAHN, A.I.A. ARCHITECT-PLANNER MALL TRANSMITTAL 4 TO: Town of Southold - Building Department ADDRESS: 54375 Main Road, Southold, NY 11971 ATTENTION: FROM: Jeff A. Zahn DATE: October 20, 2022 RE: Rodd Residence, 900 Yennecott Dr., S.C.T.M. No.: 1000-55-6-7 i ITEMS TO BE TRANSMITTED: [I] Building Permit Application [1] Notice of Pre-Engineered Wood Construction [4] Copies of Construction Documents dated 10-7-22, signed and sealed [I] Survey i COMMENTS: Please contact this office when the buildind permit fee is calculated. Should you have . any questions please feel free to contact.us. Jeff VIA: . Hand Cc: M. Rodd; File 215 ROANOKE.AVENUE RIVERHEAD;NY 11901 631.727.0544. FAX 031.727.5335 JEFF A. ZAHN, A.I.A'. ARCHITECT-PLANNED JUL 14 2023 D.i7RSANG EFT. MAIL - TRANSMITTAL- : . . TO: Town of Southold = Building Department ADDRESS: 54375 Main Road, Southold, NY 11971 ATTENTION: FROM: Jeff A. Zahn DATE: July 13, 2023 RE: Rodd Residence, 900 Yennecott Dr., S.C.T.M. No.: 1000-55=6-7 ITEMS TO BE TRANSMITTED: [4] Copies of Revised Construction Documents dated 6-26-23, signed and sealed. [I] Survey [11 REScheck for finished basement COMMENTS: The revised drawings depict the existing finished basement that was built out without permits. Egress windows have been provided to meet code. One additional bedroom has been provided for a total of 4 bedrooms within the dwelling. The revised plans-also include a front wood porch (91 .06s.f.) and a rear deck with a portion covered (530.04s.f.) Please contact this office when the building permit fee is calculated for the additional scope-of work. Should you have any questions please feel free to contact m • Jeff VIA: . Hand Cc: M. Rodd; File 215 ROANOKE AVENUE RIVERHEAD,NY 1.1901 631.727.0544 FAX 631.727.5335 4 y6(-7 9 JEFF A. ZAHN, A.I.A. ARCHITECT-PLANNER I . �I N OV 1 8,..Z024_____L, _ MAlt T RANSMITTAL TO: Town of Southold - Building Department ADDRESS: 54375 Main Road, Southold, NY 11971 ATTENTION: FROM: Jeff A. Zahn DATE: November 18; 2024 RE: Rodd Residence, 900 Yennecott Dr., S.C.T.M. No.: 1000-55-6-7 ITEMS TO BE TRANSMITTED: [4] Copies of As-Built.Construction Documents dated 10-24-24, signed and sealed. COMMENTS: The revised drawings depict construction changes in the field. Should you have any questions please feel-free to contact me. Jeff VIA:'.' Hand Cc: M. Rodd;.File 215 ROANOKE AVENUE.RIVERHEAD;NY 11901 63 1.7270544, FAX 631:427:5335 s 60 1' - - -- - - - - - - - -- - - — - ---- -- - - --- -- - -- - - - SAP Q PfzPER 4 t SVRVEIFDw . 50' YEN:u SCOT r , sag ►8 3- 0 E: a3 :98 - f • ao.. SOUT 'ULfl. TOW,N OF:S U•T NO icT ` cAVE� vt M. CASE•50 :. fit 30 W nr«.r -A` .. Sedion�db oAcSLte' - _' _ .. i EducnGoll i+w taiU winy0tti ir�k.d seal or p b��b.00enid�md _ . rSL� c =I.Lre 6��SIndCdtdM+.onroa+rtn Tl a�hrroh.odsonbr�han�+ai�rer ' , I 3cptpr.n.ndaihrto�lia . — ! - , to adStia�fnsffiidians .wOsrgtien[ - - ARANTEED 1D NQM o �iDLLlTY NAT+Oi+�ALTt7LE INS.�O-OF NOTES o �' r� hP��`�cK'vAy�`o9. AS�U2V�'YED OCT .G3 1 i I-LOT Nt��S: C�EQ .MAP OF YE13t�lECO i r. PAS21C F�LcD t T• "f��' �9_1C1C V� PAC TH SyPF CO.�C.1.'E M1C'5 -O�'1 CE. AS. MAP �10;5{87. . all t s , 2.SUFF CO.TAX MAP DATA : �40 •455•b=?. c Gut. - -- - s ;KEEN POD'.A�lD T • ' 5_u2VEYJ:RS • Generated by REScheck-Web Software COMPHance Certifi'cate �.w Project Rodd Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg.faces 0 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 900 Yennecott Drive Mike&Lauren Rodd Jeff A.Zahn Southold,NY 11971 900 Yennecott Drive Jeff A.Zahn,Architects,P.C. Southold, NY 11971 215 Roanoke Avenue 1.646.853.3587 Riverhead,NY 11901 michaelrodd78@gmail.com 631.727.0544 jazcad@msn.com Compliance: 4.3%Better Than Code Maximum UA: 209 Your UA: 200 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. Envelope Assemblies .. .. M or Ceiling 1:Flat Ceiling or Scissor Truss 583 30.0 0.0 0.035 0.026 20 15 Ceiling:Cathedral Ceiling 492 21.0 6.0 0.037 0.026 18 13 Wall:Wood Frame, 16"o.c.Orientation: Unspecified 1,262 15.0 3.0 0.061 0.060 64 63 Door:Solid Door(under 50%glazing) 20 0.300 0.320 6 6 Orientation: Unspecified Window:Wood Frame SHGC:0.31 195 0.290 0.320 57 62 Orientation: Unspecified Floor:All-Wood joist/Truss 1,059 30.0 0.0 .0.033 0.047 35 50 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements In REScheck Version; REScheck-Web and to comply with the mandatory requirements listed' he REScheck Inspection Checklist. Name-Title Sign at a Date Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 1 of 9 REScheck Software Version e REScheck-Web _,A Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen.,For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized In a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-inspection/Plan Review Value Value Complies? [Comments/Assumptions &Reg.ID 103.1, !Construction drawings and ' <❑Complies 103.2 ,documentation demonstrate ;`'` ' . ' 1❑Does Not [PR111 energy code compliance for the (; building envelope.Thermal !' '`'' ❑Not Observable ;envelope represented on `� ,; 2'�IiE]Not Applicable !construction documents. 103.1, ;Construction drawings and ❑Complies ❑Does Not 103.2, !documentation demonstrate ;'i.•,'r �`'"I' ;`,:." '''�''".' ` 403.7 energy code compliance for [PR3]t ;lighting and mechanical systems. • ❑Not Observable 6W ;Systems serving multiple ;❑Not Applicable :dwelling units must demonstrate compliance with the IECC 'Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ❑Complies 403.7 ;sized per ACCA.Manual S based Btu/hr Btu/hr '❑Does Not [PR2]Z ;on loads calculated per ACCA Cooling: Cooling: Manual j or other methods Btu/hr ; Btu/hr :❑Not Observable , ;approved by the code official. ❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium impact(Tier 2) T3 Low Impact(Tier 3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions &Re .ID 303.2.1 ;A protective covering is installed to U❑Complies [F011]z protect exposed exterior insulation ;❑Does Not ,`� !and extends a minimum of 6 in.below grade. ;[-]Not Observable, ❑Not Applicable 403.9 Snow-and ice-melting system controls 1❑Complies , [FO12]2 ;installed. :❑Does Not ;❑Not Observable j []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 3 of 9 Section Plans Verified Field Verified # framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, !:Door U-factor. U- U- ;❑Complies :See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FRl]1 ;[]Not Observable ❑Not Applicable 402.1.1, !Glazing U-factor(area-weighted U- ; U- ❑Complies 'See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402,3.3, ❑ 402.5 Not Observable [FR2]1 ; ❑Not Applicable 303.1.3 ;U-factors of fenestration products;'%,..`;`; ;A',;,'' ;:•,; ., ❑Complies [FR4]1 ;are determined in accordance r❑Does Not ;with the NFRC test procedure or ;❑Not Observable ;taken from the default table. ,j❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 ;installed per manufacturer's []Does Not instructions. `•'l i . ❑Not Observable i ❑Not Applicable 402.4.3 Fenestration that Is not site built " ❑Complies [FR20]1 ;is listed and labeled as meeting ;❑Does Not ;AAMA/WDMA/CSA 101/1.5.21A440 ` ;or has infiltration rates per NFRC ;' ❑Not Observable ; :400 that do not exceed code ENot Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 :sealed at housing/interior finish ❑Does Not :and labeled to indicate s2.0 cfm leakage at 75 Pa. ;❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ;❑Complies [FR12]1 insulated>= R-8 where duct Is :❑Does Not >=3 inches in diameter and>_ ; R-6 where<3 inches.Supply and; ;❑Not Observable return ducts in other portions of I❑Not Applicable ,the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 ;for<3 inches in diameter. . 403.3.2 j Ducts,air handlers and filter ;❑Complies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ; ❑Not Observable International Residential Code,as: ;❑Not Applicable :applicable. ; 403.3.5 ;Building cavities are not used as ;❑Compiles [FR15]3 'ducts or plenums. ❑poes Not ;[:]Not Observable ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105 QF or chilled fluids 1 :[:]Does Not ;below 55°F are insulated to aR- ; '[]Not Observable 3 :❑Not Applicable 403.4.3. ;Protection of Insulation on HVAC ;❑Complies [FR24]1 'piping. ❑Does Not t" i,❑Not Observable ' :❑Not Applicable 403.5.3 ;Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]2 1>_R-3. I : :❑Does Not []Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3•• Low Impact(Tier 3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 4 of 9 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value 'Complies? Comments/As�sumptlons &Req.ID 403.6 Automatic or gravity dampers are!,- :[]Complies [FR19]2 installed on all outdoor air UlDoes Not ! V intakes and exhausts. !I �"E]Not Observable E]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 5 of 9 Section . * Insulation Inspection Plans Verified led,Value Complies? Comments/Assumptions &Req.1113 Value 303.1 ;All installed insulation is labeled ,.E]Complies [IN13]2 !or the installed R-values .,�,,E]Does Not provided. hs' Observable Applicable 402.1.1, Floor insulation Rmvalue. R- R- ;E]Complies :See the Envelope Assemblies 402.2.6 table for values. [INI]i [] Wood F-1 Wood ElDoes Not I 0 Steel E] Steel :[]Not Observable UNot Applicable 303.2, 1llco m pl les I-I Floor insulation installed per 402.2.8 :manufacturer's instructions and e'. Does Not [IN2]1 in substantial contact with the ;underside of the subfloor,or floor UNot Applicable 171Not Observable :Y4 :framing cavity Insulation is in ;contact with the top side of !sheathing,or continuous insulation is installed on the underside of floor framing and j extends from the bottom to the ) -top of all perimeter floor framing jf members, 402.1.1, 'Wall insulation R-value.If this is a' R- R. 'Elcomplies :See the En velopq Assemblies 402.2.5, :mass wall with at least 112.of the ! 'table for values. ,E] Wood E] Wood PDoes Not 402.2.6 !wall insulation on the wall ![] mass ❑ Mass [IN3]1 exterior,the exterior insulation ❑ ;E]Not Observable Steel ❑ Steel ' i E] []Not Applicable requirement applies(FRIO). 303.2 ;Wall insulation is installed per [IN4]1 manufacturer's instructions. EDoes Not • ;[3Not Observable TINot Applicable Additional Comments/Assumptions: I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact crier 3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 6 of 9 Section Plans Verified Field Verified # [Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ❑ Wood ❑Does Not ;table for values. 402,2,2, ❑ Steel ;❑ Steel ;❑Not Observable 402.2.E [FI1]1 ;❑Not Applicable 303.1.1.1,'Ceiling insulation installed per t;',`"')' ' """' -'•r`,;.;�' " ;OComplies 303.2 :manufacturer's instructions. ;; ;, •'''.,' ': ❑Does Not ,. [FI2]1 ;Blown insulation marked every 300ftz. ❑Not Observable q❑Not Applicable 402.2.3 !Vented attics with air permeable ❑Complies (FI22]2 insulation include baffle adjacent :I !;', h' 't% ;;, ',•c' • t❑Does Not ,to soffit and eave vents that '❑Not Observable ;extends over insulation. }a•. +. {,❑Not Applicable 402.2.4 ;Attic access hatch and door R R- 1❑Complies [FI3]1 ;insulation?R-value of the ❑Does Not j ;adjacent assembly. ❑Not Observable ' ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa.<=5 ACH 50= ACH 50 = ;❑Complies [FI17]1 :ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total ;leakage measured with a ;[]Not Observable pressure differential of 0.1 inch !❑Not Applicable lw.g.across the system including I ;the manufacturer's air handler !enclosure if installed at time of !test. Postconstruction test:Total ; ;leakage measured"with a :pressure differential of 0.1 inch w,g.across the entire system including the manufacturer's air ; handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 !cfm/100 ft2 across the system or ftz ftz Z❑Does Not <=3 cfm/100 ft2 without air ; ❑Not Observable handler @ 25 Pa.For rough-in ; ;tests,verification may need to ;❑Not Applicable :occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated VComplies [FI24]1 "by manufacturer at<=2%of ❑Does Not design airflow. !❑Not Observable ; i' ❑Not Applicable ' 403.1.1 ;Programmable thermostats },i=- ';'.' TIComplies [FI9]2 "installed for control of primary UDoes Not ;heating and cooling systems and Initially set by manufacturer to '•-' ' []Not Observable code specifications, f ;❑Not Applicable 403.1.2 :Heat pump thermostat installed ;❑Complies [FI10]2 :on heat pumps. ❑Does Not ! ' ❑Not Observable ; ❑Not Applicable 403.5.1 ;Circulating service hot water ;❑Complies [FI11]z !systems have automatic or ! ;❑Does Not !accessible manual controls. ! ! ;❑Not Observable ; ;❑Not Applicable 11 High Impact(Tier 1) 1 2 1 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system; ❑Complies IFI25]2 ;fans not part of tested and listed i', r' ,• E❑Does Not !HVAC equipment meet efficacy ❑Not Observable !and airflow limits per Table ;,,-'! • , !•,;; " ' R403.6.1. `:'',<• Jin '+�' :ti? `r•{ '- ',+❑Not Applicable 403.2 !Hot water boilers supplying heat i i`; ,' �;''-'',"'+l`',' ''"'�',i ,'"' `';❑Complies [F126]2 through one-or two-pipe heating r ;' ❑Does Not �- :systems have outdoor setback "' i ;control to lower boiler water i { ❑Not Observable temperature based on outdoor IY ;r { ;❑Not Applicable :temperature. 403.5.1.1 Heated water circulation systems ,+ , , + ;+ ?❑Complies [F128]2 'have a circulation pump.The ;� ,J , + i[]Does Not ;system return pipe is a dedicated010 ?' return pipe or a cold water supply " 'r t,,, ` ;❑Not Observable !r r`; ;pipe.Gravity and thermos- << ,,;❑Not Applicable syphon circulation systems are not present.Controls for y' 'r i'' ;circulating hot water system pumps start the pump with signal :for hot water demand within the 'occupancy.Controls ;automatically turn off the pump I ;when water is in circulation loop 3 r As at set-point temperature and ,no demand.for hot water exists. 403.5.1.2 ,Electric heat trace systems r 1, ; ;;❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically ( :1 ;adjust the energy input to the d ❑Not Observable heat tracing to maintain the I. " " '❑Not Applicable desired water temperature in the piping. 403.5.2 (Demand recirculation water I❑Complies [F130]2 systems have controls that 1 ;❑Does Not manage operation of the pump ;and limit the temperature of the ;❑Not Observable water entering the cold water ;❑Not Applicable piping to<= 1049F. 403.5.4 'Drain water heat recovery units I❑Complies [F131]2 :tested in accordance with CSA ❑Does Not 1355.1, Potable water-side ;pressure loss of drain water heat I❑Not Observable recovery units<3 psi for ;❑Not Applicable individual units connected to one i ;or two showers.Potable water- ,side pressure loss of drain water 'heat recovery units<2 psi for individual units connected to :three or more showers. -' 404.1 I90%or more of permanent :,;' ;❑Complies [F16]1 ;fixtures have high efficacy lamps. i❑ ; P `' .;- ' � Does Not , ;❑Not Observable TINot Applicable 404.1'.3. _ ;Fuel gas lighting systems have ;.;' '•,,; I ❑Complies I [F123]3_ ino continuous pilot light. ; `❑Does Not bNot Observable ;❑Not Applicable 401.3 ;Compliance certificate posted. ;. !❑Complies [FI7]2 E❑Does Not ❑Not Observable ; 1❑Not Applicable 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3 :Manufacturer manuals for ;❑Complies [FI1:8]3 'mechanical and water heating "'_"' ;, .. -' "' ' '! ,:',,❑Does Not systems have been provided. ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 9 of 9 2018 IEC Energy Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): a • ras'b i (t�j�M'� M=7r , �M Window 0.29 0.31 Door 0.30 Heating System:` Cooling System: Water Heater: Name: Date: Comments I Generated by REScheck-Web Software Compliance Cenif icate Project Rodd Reside a basement AM N MENTc Energy Code: 2018 IECC Location: Southold, New Y®rrk Construction Type: Single4amily Project Type: Addition' Climate Zone: .4 (5572 "DD) Permit Date: Petmit.Number:'' Construction Site: Owner/Agent: Designer/Contractor: 900 Yennecott Drive Mike&Lauren Rodd Jeff Zahn Southold,NY 11971 900 Yennecott Drive Jeff X Zahn,Architects, P.C. 'Southold,NY 11971 2.15 Roanoke Avenue 1.646.853..3587 Riverhead,NY 11901 michaelrodd78@gmaii.com 631.727.0544 jazcad@msn.com Compliance-. Posses Using UA trade-off campileneo: 11.4%Better Than Code MiXimum-UAt 210 Your UA: 186 MaXIMUM SP OC. 0.40 Your SHOO. 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative,to a minimum-code home. Slab-on-grade tradeoffs are no.longer considered in.the UA or performance compliance path in REScheck..Each slab-on-grade assembly in the specified'climate zone must meet the minimum energy code insulation R-value and depth requirements. EM9190 Assem lies Gross Area Cavity Cont. Prop. Req. Prop, Recl. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,180 30.0 0.0 0.035 0.026 41 31 Wall:Wood Frame, 16"o.c. 1,842 15.0 6.0 6.050 0.060 63 76 Door:Solid Door(under 50%glazing) 20 0.300, 0.320 6 6 Window:Vinyl Frame 55 0.290 0.320 16 18, SHGC:0.30 ' Basement Wall: Solid Concrete or Masonry Wall height: 7.7' 1,342 15.0 6,0 0.045 0.059 60 79 Depth below grade:5:7' Insulation depth:7.7' compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has.been designed to.meet the 2018.1ECC requirements in RE!kh6ck Version: REScherk-Web wd to comply'With,the mandatory re. rem'n listed in the REScheck'Inspection Checklist. Name-Title Signature Date ` Project Title: Rode Residence(basement). ReportAatet, 05/�o/23 i Data filename: Pa'9 e 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that.an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plaans Verified :Fleld V.erlfi�d'. PredlnspoictiowplAvi Review, .. Ge�mlal6es�: Com mentWAs'sumpt➢ons' 6�rt .ID Vnlael Value 103Aj ;Construction drawings and s❑Complies 103.2 lenergy'cocle documentation demonstrate ❑Does Not [PR1]l. compliance for the bulldingenvelo ❑Not Observable (G pe:Thermal: , envelope represented on ❑Not Applicable 'construction documents, i 103.1, I Construction drawings and [ Complies 103.2, documentation demonstrate ❑Does Not 403.7 1 energy code compliance for [PR3]1 ;lighting and mechanical systems. f ❑Not Observable " v I Systems serving multiple ❑Not Applicable ; !dwelling units must demonstrate r compliance with the IECC I Commercial Provisions. l 302.1, l Heating and cooling equipment is I Heating: l Heating: '10complies ; 403.7 i sized per ACCA Manual S based Btu/hr 1 Btu/hr 1❑Does Not i [PR2]2 ;on loads calculated per ACCA 4 Cooling: Cooling: 11❑Not Observable , Manual j or other methods B 1 Btu/hr l approved by the code official. l to/hr l 1❑Not Applicable i i 1 i 1 1 i i 1 1 I 1 c Additional Comments/Assumgatlonse Hf h Im act(Tlek]) 2: Medium im act(Pier Z) ' Low Impact-(Tier 3) Project Title: Rodd Residence (basement) Report date: 05/30/23 Page 2 0 Data filename: 9 i -Secti®n Plans Verified Field,Verified Foundation;Irisiaection C6m0jies? CommeMWAssurmptions &ke .iD Value: ' Valuie 402.1.1 .Conditioned basement wall R- R- •.❑Complies ISee the Envelope Assemblies [F0411 j insulation R-value.Where interior; R- R_ T11joes Not ;table for values.' i insulation is used,verification i may need to occur during ❑Not Observable ; Insulation Inspection.Not ElMot Applicable ;. +required In warm-humid locations: 3 in Climate Zone 3. 303.2 Conditioned basement wall QCompiies [FO5]1 [insulation installed per ❑Does Not ;manufacturer's instructions. Vo ❑Not Observable I❑Not Applicable 402.2.9 !Conditioned basement wall 1 ft ; ft ;❑Complies ;see the Envel,60eAssemblies [1706)1. ;insulation depth of.burial or e ;❑Does Not ;table for values. ,®) I distance:frorn top of wall. i ;❑Not Observable ❑Not Applicable I. 363.2:1 .!A protective covering is installed ❑Complies ; 1FO11'R to protect exposed exterior 10boes Not ; C� ;insulation and extends a f minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 40.M 'Snow and ice-melting system ❑Complies [F012]2 ,controls installed. ❑Does Not ' ❑Not Observable j I❑Not Applicable e Additional fCorninents/AssUrnptionts, 1 Hi .h Impact(Tier.],) 2` Medium Im act(Tier 2). MLOW impact.(Tier 3) Project Title; Rudd Residence (basemeint) 'Report date: 05/30/23 bata'fllenarhe: Page 8 of 9 6e lie Ip Pratnla '/R®u h W ins Plans Venllt ed Fiielal lienfiecJ Sects®; ' g g pection tiiniplies! Commenta/msumptions Valle,. lhiue $02,1.1, I Door U-factor. U- U- ;❑Complies ,See the Envelope Assemblies 402.3.4 l 1❑Does Not f table for values, [FR1]1 =❑Not Observable ; U j KINot Applicable 402.141, Glazing.U-factor(area-weighted 1 U- U- ;❑Complies ,See the Envelope Assemblies 402.3.1, �average). T11joes Not table for values. 402.3.3, l 402,5 a UNot Observable [FR2]1 E ❑Not Applicable �. lA 1 I 1 1 I , 303.1.3 !'U-factors of fenestration products : ❑Complies [FR4]11 ;are determined in accordance ❑Does Not lwith the NFRC.fest procedure or lop takenfrohn the default table. ❑Not Observab.le- ❑Not Appllcable 402.4J 1 I Air barrier and thermal barrier ❑Complies ; [FR23],1• i installed;per manufacturer's ❑Does Not I instructions. ❑Not Observable I ❑Not Applicable 402.4.3 I Fenestration that Is not site.built ❑Complies 1 [FR20]-1 i is listed and labeled as meeting ❑Does Not U ;AAMA/WDMA/CSA 101/I.S.2/A440 1 I or has infiltration rates per NFRC []Not Observable 1400 that do not exceed code ❑Not Applicable I limits. 1 '462.4.Z IC-rated recessed lighting fixtures ❑Complies [FR16] sealed at housing/interior finish ❑Does Not and labeled to Indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not.Applicabie 1 403.3.1 'Supply and return ducts in.attics ❑Complies (FR12]1 insulated>= R-8 where duct is . []Does Not V >=3 inches in diameter and>= 1 R-6.where<3 Inches.Supply and ❑Not Observable,; return ducts in other portions of ❑Not Applicable the building insulated>=R-6 for diameter>=3 inches and R-4.2 I for<3 inches in diameter. 403,3.2 Ducts,air handlers andAter (]Complies [FR13]2 boxes are sealed with ❑Does Not le) joints/seams compliant with International Mechanical Code or []Not Observable l international Residential Code,as. ❑Not Applicable a licable, 1 423 -;,y'Building cavities are not used as " " ��°❑Complies 1 kFt21 ducts or plenums. ❑Does Not l]Not Observable 1 ❑Not A licable 1 1 Ni h`Itn act(Tier 1) Medium lYn act jTier Z) Low im act(Tier 3) Project Title:'Bold Residence (basement] Report date: 05/30/23 _Data filename: ' page 4 of.9 ' Sectilon Plans Verifietl Fileld Venf�ed Fracnirng/Rough-In Inspection Compli s? Comments/Assumptions &Re .ID Value Value '. 403'y3 3� Ducts declared to be within the } ❑Complies conditioned space are either 1) ❑Does Not ; completely within the continuous ❑ A�u fv Not Observable air barrier and within the building thermal envelope,2)buried ❑Not Applicable within ceiling Insulation in accordance with Section R403.3,6 and the air handier is located completely within the continuous air air barrier and within the building thermal envelope = and the duct leakage.is<= 1.5. ' cfm 1100 square feet of 5 conditioned floor area served by. the duct system,or 3)the ceiling. insulation R-value installed against arid above the insulated . duct>=to the proposed ceiling � - insulation R-value,less the R- �� ' "value of the insulation on the f t 403.4 'HVAC piping conveying fluids R- I R- ❑Complies CFR17:]7 f above 105°F or chilled fluids ;❑Does Not U. below 55°F are insulated to>_R- s . r 3. ;❑Not Observable ' !❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR2411 =piping. ❑Does Not t i ❑Not Observable E ❑Not Applicable 403.5.1 Hot water pipes are insulated-to I R- 1 R- '❑Complies CFR18]� `aR-3. ;❑Does Not , v ;❑Not Observable ' 1❑Not Applicable Autolies [R19]2 !installl don a!outdoor aipers are ❑DoesElCompNot 1 intakes and exhausts. ®Not Observable : l [jNot A plicable Additional Comments/Assumption' s". � Hi h Im act.(7ier 1). ' .Medium.lm act(Tler.2) i -lg Low lm a t(Tier 3). Projeclr 7iirle: Rodd Residence (basement) Report date: 05/30/23 Data filename: 'Page 5 of 9 Is lmn Plans Veritied Field V®rified., Insulation Inspdaidan Compilies?. Comments/Assumptions &Req.I® Value Value 31)3.1 ',All installed insulation is labeled ❑Complies [IN13]2 .:or the installed R-values ❑Does Not ;.provided. ' []Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value.If this is a 1 R- R- ;❑Complies ;see the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the 0 Wood ;❑ Wood ;❑Does Not .table for values: 402.2.6 iwall insulation on the wall [IN311 ;exterior,the exterior insulation 1 Mass El Mass :[]Not Observable V }requirement applies(FR10). i❑ Steel ?❑ Steel 1❑Not Applicable 1 303.? 1 Wall insulation is installed per ❑Complies [IN4] i manufacturer's instructions. ❑Does Not ; ❑Not Observable I ❑Not Applicable I . . .. Additllonal Comments/Assumptiionse .1 11416himpact(Tier'1) 2 ' I edium Irii act(Tler 2) ��"F Loth Im act(Tier 3) Project Title;Rodd Residence(basement) Report date: 05/30/23 Data'filename: Page 6'of 9 Sectlo� a# ' Rans Verl. led Fie'ld Verl&4 oil,Va Cam s Comment /Assum ptlons : .Vallete .{D to .PvisFnal ins ec. rolo lue 402.1.1, Ceiling insulation R-value. R- l R- i❑Complies ;See the cnvelopeAssemblies 402.2.11 i Wood ❑ Wood ;❑Does Not table for values. 402.2.2, :'❑ Steel ❑ Steel 402.2.6 ,[-]Not Observable [FI1]1 } F❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ODoes Not [F1211 )'Blown Insulation marked every i 300 ft-2, ❑Not Observable ❑Not.Applicable 402.2.3' ;vented attics with air permeable ❑Complies -[Fi22]2 insulation include baffle adjacent ❑Does Not to.soffit and eave vents that I ❑Not Observable ; i extends over insulation. [I Not Applicable 402.2.4 iAttic access hatch and door R- R- ❑Complies ; [F1371 insulation_>R-value of the 1❑ ! Does Not ; adjacent assembly. 1 1❑Not Observable ; I❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= '•❑Complies [F]17]1 ach in Climate Zones 1-2,and ;❑Does Not j<=3 ach in Climate Zones 3-8. � ;❑Not Observable " ;❑Not Applicable Y 4.03.3.3 ;Ducts are pressure tested to cfm/100 1 cfm/100 ;❑Complies [F12711 determine air leakage with ft2 ft2 j❑Does Not either: Rough-in test:Total 1 t leakage measured with a C❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable ; t 1 4 w.g.across the system including the manufacturer's air handler enclosure if installed at time of t test.Postconstruction test:Total b I y 1 , 1 leakage measured with a. 1 i pressure differential of 0.1 inch w.g.across.the entire system i including the manufacturer's air 3 r handler enclosure. 403.3.4 Duct tightness test result of e,=4 cfm/100 cfm/100 i❑Complies a [F14]1 cfm/100 ft2 across the system or 1 ft2 ft2 ;❑Does Not- <=3 cfm/100 112 without air ; Not Observable handier @ 25 Pa: For rough-in ; , , tests,verification may need to ;❑Not Applicable occur durin Framin .lns ection. 463.3.2.1 JAIr handler leakage designated QComplles [F12411 by manufacturer at<=2%of ❑Does Not E design air flow. ❑Not Observable El Not Ap licable 4n3.1;1 Programmable thermostats t` ❑Complies [Flg]z installed for control of primary ❑Does Not g heating and-cooling systems and initially set by manufacturer to ❑Not Observable codespecifications. 4 ❑Not Applicable ; 4rD3.�,2 iHeat.pumpthermostat.installed ❑Complies IFI16 1 on heat pumps,. � 6` ❑Does Not ` i ; [!Not Observable 1 ❑Not Applicable 4035'.1,, Circulating Service hot water ❑Complies I [F11112 systems have automatic or t []Does Not accessible manual controls. E pNot Observable. 1 ❑Not A Ilcable I Fli h Itn act(Tier;1) 2. Medium Im act(Tier 2)' 'IEf Im 'act(Tier 3) Project Title: Rod'd Residence (basement) Report date: 05/30/2,3. Data filename; Page 7 of 9. Section Plans Verifled Meld Verlfl®d :.Final inspe"coon Provisions, Value_ Value Compllas? Coinm®nts% #; .< Assumptions &R D 403.6.1 ;AII mechanical ventilation system ❑Complies '[F125]? : ;fans not part of tested and listed []Does Not. HVAC equipment meet efficacy and air flow limits per Table []Not Observable ; 'R403.6.1. _ -❑Not Applicable , 403.2.1 R Hot water boilers supplying heat !]Complies [F126]2 (through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water _ ❑Not Observable .:temperature based on outdoor ❑Not Applicable tern eatu're. 403.5''..1.I Heated water circulation systems ❑Complies frl,28]2 have a circulation pump.The: ❑Does Not ; system:return pipe is a.dedicated o 'return pipe or a cold water supply. ❑Not Observable , pipe.;Gravity and thermos- ❑Not Applicable. .�syphon:circulation systems are •I not present.Controls for ; circulating hot water system pumps start the pump with signal I for hot water demand within the occupancy.Controls 1 automatically turn off the pump I Ewhen water is in circulation loop is at set-point temperature and I no demand for hot water exists. 403:5.1 2`'i Electric heat trace systems ❑Complies +[FI2g]2 comply with IEEE 515:1 or UL ❑Does'Not 515.Controls automatically 1 adjust the energy input to the []Not Observable 'heat tracing to maintain the ❑Not Applicable ; 1 desired water temperature in the i Piping. 403:5.2, ,I Demand recirculation water ❑Complies [I'130]z °isystems have controls that ❑Does Notmanage operation of the . um and limit he tempe at re of he ❑Not Observable !water entering the cold water ❑Not Applicable J piping to<= 104°F. 403.5.4 Drain water heat recovery units Ocomplies [Fi31]ztested in accordance with CSA ❑Does Not (655.1.Potable waterside p pressure loss of drain water heat []Not Observable 'recovery units< 3 psi for . ❑Not Applicable ; E(ndi"vidual units connected to one or two showers, Potable water- side pressure loss.of drain.water heat recovery units<2 psi for Individual units connected to l three or more showers. 404.1 90%or more of permanent t ❑Complies i [F16]3- fiktures have high efficacy lamps. ; ' E]Does Not. ❑Not Observable ❑Not Applicable 04� � Fuel gas lighting systems have �'` ❑complies . lri7 � �no continuous pilot light,. 1 ❑poes Not wxfr,�"l� .nf 9aF - b Mot Observable 1 . � ' ❑Not Applicable i 401 3' J Cohipl1 nce certiticate ❑Complies posted, V1712 s „. ❑Does'Not ❑Not Observable " a .'[]Not Applicable I ' • , 1. 1-li h•Im act(Tier 1) 2? Medium Ji act(Tier 2}. h• Lori Im pact(Tier 3} Project Title: Rodd;Residence (basement) Report;da,te: 65/30/23 Data fllenamb': ° ' :Page 8 of 9 s6ctlom Piano 10®rified Fi®Id 1� s��i1 Final:inspection iProvilslons teen alpesa Coenment./Assu�nptE®ns, R :ID value_. Value ' t.q i .max f y3U3r3 Manufacturer manuals for DComplies mechanical and water heating ❑Does� Not x�l�¢� l systems have been provided.k ryry EINot Observable ❑Not Applicable Additional Corrlments/Assumptions: 1 Hi fi m act(Tier 1) x Medium lm act(Tier 2) 3 LoW Impact(Tier 3) Project`ritle: Rodd Residence.(basement) Reportdate: '65/30/23 I 1... 17ata filename: Page 0-of.9 2010 IECC Energy Efficiency Certificate 'Insulation Rating- R-Value. Above-;Grade Wail 21.00 Below-Grade Wail 21.00 Floor ®e00 Ceiling 7 Roof 3®a®0 DUct'work (unconditioned spaces)e D.. Window 0.29 0.30 Door ®e3® CoolingHeating & • Heating System. Cooling System: Water Heater- Name- Date." Comments 3 � d�G�G a° �QCZIag a°�°a° co S ril I -1 -7.7 ril I '"1 41. r -I F I A W,7: 1 D Ml r---N1 T N D -.A!h- R U C IL 0 N-,^- OC �UV S LaL3C�G�]�4[�C�4 F -I -I F I I -I F 1 -7 -1 F I -I n©Qaom &WEHUE 0 OR I AIL -41L -X A AIL Al A AIL Alk 0 N S J-1 L6_ -A L XL 6�3 tl o(7 LS!l oo� (ODD Li , AIL I I AIIL I S D -. N[ C �( ` 7 OWNER'S NAME: MI GHAEL LAUREN ROOD U I L� I N O P F A 7 M I�7 4 C O� 5 : µ r ADDRESS: a00 YENNECOTT DRIVE SOUTHOLD, NY I1a71 PHONE: 646-853-358_T NOTE: ALL CONSTRUCTION WORK SHALL BE DONE IN AGGORDANGE WITH THE REG2UIREMENTS OF THE TOWN OF EMAIL: MIGHAELRODD`lB©GMAIL.GOM SOUTHOLD AND THE FOLLOWING: �� ❑ THIS APPLIGATION/ PROJEGT WILL CONFORM TO THE 2020 RESIDENTIAL GORE OF NEW YORK I N PROFE55IONAL 57A7F=MEN7 YENl�TECOTT DRIVE STATE ENGINEERED STRUGTURAL COMPONENTS AS PER ASCE -7-10 10-7-22 ISSUED FOR PERMITS FOR N 0*1111, C Or7 CCMFLIANCEE CODE GOMPL I ANGE: $ CONSTRUCTION. 5 88o 1830 E 137.Q8 THESE PLANS HAVE BEEN PREPARED UDER THE, 2020 RESIDENTIAL CODE OF NY5. ALL DETAILE5 AND Q INFORMATION HEREIN IS CERTIFIED BY THE LISTED DESIGN PPROFE55IONAL AND IN COMPLIANCE WITH THE TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, SUCH PLANS AND � FOLLOWING: I 12-29-22 REVISED AS SPECIFICATIONS ARE IN COMPLIANCE WITH THE CURRENT NYS ENERGY CODE. 16 PER OWNER CHANGES I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES 2. 2020 NYS UNIFORM GODS SUPPLEMENT 3. 2020 IE 6-26-23 REVISED A5 OENERAL ®T 5 4. ENGINEERED STRUCTURAL COMPONENTS PER ASGE 7-10 PER OWNER CHANGE5 5. WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION FOR ONE AND TWO STORY FAMILY DWELLINGS THERE SHALL BE NO DEVIATION IN GON5TRUTION PREGTIGE FROM THE REG2UIREMENYS OF THESE DOCUMENTS. 1. THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS, SPECIFICATIONS AND SITE TO VERIFY p N ALL SITE CONDITIONS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL REPORT ANY MATERIALS SHOWN AND 5PEGIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED ON PREFROMANGE DATA C> THE ARCHITECT IMMEDIATELY FOR RESOLUTION BEFORE BEGINNING AND MANUFAGTURERS RECOMMENDATIONS. AND SUBSTITUTIONS WILL BECOME THE BURDEN AND INCONSISTENCIES T CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK ( RE5PONABILITY OF THE GONTRAGTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF PROCEDURES, INCLUDING THE PRODUCTION OF ANSI TEST RESULTS , AAMA TEST RESULTS, ETC. SUCH NOTIFICATION HAS NOT BEEN GIVEN. A LLOA. �EFLECa71 ON5 OF 57RUG7. MEMBERS 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE PROP. �] THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR a1.06 S.F. Cae R301.?) FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL COVERED PORCH STRUCTURAL MEMBER PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. 341_O11y-�I I ALLOW. DEFLECTION �-(EXIST) I-y'I RAFTERS HAVING SLOPES GREATER THAN 3/12 W/ NO FINIS!-QED CEILING ATTACHED TO L/180 3. ALL PHASES OF WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND ACCESSIBILITY 35'-O" RAFTERS REQUIREMENTS CURRENTLY USED BY THE CITY, STATE, FEDERAL AND LOCAL ORDINANCES HAVING (EXIST) JURISDICTION OVER THE PROJECT. HOWEVER, WHERE THE DRAWINGS AND/OR SPECIFICATIONS ARE r INTERIOR WAI15 AND PARTITIONS H/180 MORE STRINGENT, THEY SHALL GOVERN. THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY EXIST. CODE DISCREPANCY PRIOR TO CONSTRUCTION. 3,400.12 S.F. � � FLOORS AND PLASTERED CEILINGS L/360 HOUSE EXIST. 4. WHEN INCLUDED IN THE DRAWING INDEX; THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE BLACKTOP O ALL OTHER STRUCTURAL MEMBERS L/240 PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE DRIVEWAY EXTERIOR WALLS WITH PLASTER OR 5TUGGO RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND COORDINATE ALL TRADES TO WORK WITH ALL H/360 DRAWINGS PRIOR TO INSTALLATION. ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS EXTERIOR WALLS - LOADS WITH BRITTLE FINISHES L/240 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO tz) EXTERIOR WALLS - LOADS WITH FLEXIBLE FINISHES INSTALLATION OF WORK. I O L/120 EXIST. BILGO (y 5. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING REQUIRED TO ADEQUATELY DOOR 42.150" - NOTE: PROTECT PERSONNEL & ADJACENT PROPERTY AND ALSO TO ENSURE THE SAFETY OF THE PUBLIC L=SPAN LENGTH, H= SPAN HEIGHT. & STRUCTURE THROUGHOUT THE CONSTRUCTION PERIOD. PROP. A. THE SHALL BE PERMITTED TO BE TAKEN AS 0.77 TIMES THE COMPONENT AND GLADDING LOADS FOR THE PURPOSE OF PROP. COVERED PORTION DETERMINING DEFLECTION LIMITS HEREIN. 6. ALL DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK IS THE PROPERTY OF THE 550.04 S.F. OF DECK CONTRACTOR AND SHALL BE DISPOSED OF OFF SITE ACCORDANCE WITH ALL LOCAL, STATE AND DECK (TOTAL) H2.2a S.F. B. FOR CANTILEVERED MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. FEDERAL REGULATIONS. MAINTAIN BUILDING AREAS CLEAN AND FREE OF DEBRIS ON A DAILY z BASIS. CLIMATIC ANi;) C7EO6RAFHIG 17E5ICN CRITERIATAIBLE 0 7. CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING N NOTE: R301.2(I) (SUET=OL�G COUNTY) w - STRUCTURES OR ITEMS AND NEWLY INSTALLED MATERIALS DURING CONSTRUCTION. SITE PLAN IS BASED ON A SURVEY BY RODERIGK GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM W WINTER > VAN TUYL PG., DATED OC TOBER 23, IQa5 SNOW TOPOGRAPHICAL SPECIAL WIND BORN DESIGN DESIGN BARRIER FLOOD AIR FREEZING MEAN C) WINDTIMES EGON DEBRIS CATEGORY "� fOIlfed`�°i 7ermi� TEMP REQUIRED HAZARDS INDIX TEMP ^LU Z AND SHALL RECORD ALL ALTERATIONS FROM THE CONSTRUCTION DOCUMENTS. _ tt TO BE USED AS A PROPERTY SURVEY Inilefmm J� O (Y) 20 130 MPH NO NO MODERATE lh c coast Ft B SEVERE BOF 3 FT BFG TO HEAVY SEE BELOW YES NO 599 51 9. ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. TAX MAP No. : 1000-055-6-7 �- 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. z 13546' MANUAL J CRITERIA � .� � -I ELEVATION LAT WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING TEMPERATURE W W O 11. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED FOR WORK COMPLETION HEATING COOLING CORRECTION DESIGN TEMP DIFFERENCE WITHOUT COMPROMISING THE QUALITY OF THE WORK. S 5505715011 W OR 108Fr 41°N 15°F Bs°F FACT TEMP COOLING � 75'F 55°F Z W (3 12. ALL NEW WORK SHALL CONFORM TO LOCAL, STATE & ADA CODES. COOLING WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY DIFFERENCE HEATING COOLING WET BULB ^ o 13. ALL ELECTRICAL WORK SHALL BE FILED UNDER A SEPARATE APPLICATION BY A LICENSED 11°F 15MPH 7.5MPH 72°F MEDIUM(M) � 32GR@50%RH H _ F- o CONTRACTOR. CLIMATEZONEIS4a () W- � W r FOR SI:1 POUND PER SQUARE FOOT=0.0479 kN/m.02,1 MILE PER HOUR=1.W9 W* J /14. IF THE CONTRAC fOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES oil I a. WEATHERING MAY REQUIREAHIGHERSTRENGTHCONCRETEORGRADEOFMASONRYTHANNECESSARYTOSATISFYTHESTRLICTURALREQUIREMENTSOFTHISCODE.THEWEATHERINGCOLUMNSHALLBE 1""'1• +-_a ILuFILLED IN WITH WEATHERING INDEX Oe.,'NEGLIGIBLE,'MODERATE'OR'SEVEREI FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP(FIGURE RR3012(3)1 C\JCONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH LE: NTS THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTMC34,C55,C62,C73,C90,C1?9,C2160RC65Z Il- , � DEVIATIONS FROM THE OWNER AND ARCHITECT, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF h THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE RR403.1(1).THE JURISDICTION SHALL FILLIN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING L -t ALL COSTS CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT c. BELOW FINISH THE JURISDICATION THERETO ANDD ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND IT SHALL FILL IIN THIS PART OF THE TABLE NTH'VERY HEAVY,'MODERATE TO HEAVY,OR'NONE TO SUGKI`IN ACCORDANCE WITH FIGURE RR3012(6)DEPENDING ON WETHER THERE O �- HAS BEEN A HISTORY OF LOCAL DAMAGE. SHALL INDEMNIFY AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ALL SUCH COSTS TO d. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH'MODERATE TO SEVERE','SLIGHT TO MODERATE'OR'NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE RR3012(7)DEPENDING ONNETHER O° CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND THERE HAS BEEN A HISTORY OF LOCAL DAMAGE a - THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE RR3012(4)].WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. e. SITE-SPECIFIC BASIS IN ACCORDANCE WITHRR3D121A. f. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH SEISMIC DESIGN CATEGORY DETERMINED FROM RR3012.2.1. O lLRfl g. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE O OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS),(B)THE DATE(S)OF THE CURRENTLY EFFECTIVE FIRM AND FBFAK OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAYBE o r AMENDED. o h. SEE FIGURE RR301.2(5)FOR GROUND SNOW LOADS. d r� WINTER DESIGN TEMPERATURE: • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68'FAT A POINT3 FEETABOVE THE FLOOR ON DESIGN HEATING DAY • SYSTEM DESIGN SHALL BE BASED ON MAX 72-F HEATING,MINIMUM 75-COOLING • DEGREE DAYS(NY LaGUARDIA)4811,WINTER DESIGN TEMP 15'F,DRY BULB 89'F,WET BULB 75'F(20201PC APPENDIX D) pG @)zD1E U#o 2236 • AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORYAND SURFACE ROUGHNESS IS B • USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND PROJECT -2236° 00 - N u 01- d T-I.DWG DWG• INITIAL LATEST ISSUANCE NO. DRAWING TITLE ISSUANCE REVISION NO. � ATE e ° 1 TITLE SHEET 4 EX15TINO FLOOR PLAN I0-7-22 2 6-26-23 N- SPEGIFIGATIONS 10-7-22 S 0 U -A 6.. -A 6- -4 0 -411' -A-) 0 9 7 - A-2 REMOVAL PLAN NOTES 10-1-22 2 6-26-23 7 === l u u A-3 FIRST FLOOR PLAN 4 NOTES 10-7-22 2 6-26-23 u " BER A-4 BASEMENT PLAN $ NOTES 10-1-22 2 6-26-23 T ` 79 2022 A-5 SECTIONS 4 DETAILS - 2 6-26-23 A-6 REFLECTED CEILING PLAN, ELEVATION, 5EGTION5 4 DETAILS - 2 6-26-23 DIVISION 1 - GENERAL REQUIREMENTS 8. BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A CONTINUOUS LEVEL FLAT SOLID BEARING SURFACE DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: FOR ALL BEAMS. A. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. A. ROOFING: 1. FIBERGLASS SHINGLES: THIRTY 30 YEAR SELF SEALING SHINGLES OVER 1 LAYER OF 30 B. BUILDING CODE AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. DIVISION 6 - WOOD ( ) 30# ASPHALT SATURATED FELT UNDERLAYMENT UNLESS OTHERWISE NOTED. INSTALL ACCORDING TO C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. A. LUMBER GRADE: AMERICAN SOFTWOOD LUMBER STANDARDMANUFACTURER'S INSTRUCTIONS. D. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODICALLY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN 2. CEDAR SHAKES: #2 GRADE RED-LABEL CEDAR SHAKES (18" 1 X .45"T) OVER ONE LAYER 30# A.S.F. UNDERLAYMENT. INSTALL WITH 4 STRICT GRADING SHALL COMPLY WITH DOC PS 20-70 AND APPLICABLE WESTERN WOOD PRODUCTS ASSOCIATION STANDARDS. 1/2 WEATHER EXPOSURE. APPLY AN 18 WIDE STRIP OF 30# A.S.F. OVER EACH COURSE OF SHAKES, 9" FROM BOTTOM EDGE OF SHAKE EXTENDING OVER TOP OF SHAKE AND ONTO SHEATHING. COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. 1. ALL LUMBER SHALL BE, UNLESS OTHERWISE NOTED, NO. 2 GRADE. DOUGLAS FIR-LARCH WITH THE FOLLOWING MINIMUM STRUCTURAL 3. EAVE FLASHING: SEE NOTE B-4, BELOW. 2. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR VALUES. AND HIS SUBCONTRACTORS A. EXTREME FIBER BENDING STRESS: 2 X & WIDER FB 875 PSI B. Flashing: aG��G���A4 Hg Q°�oL°ao B. HORIZONTAL SHEAR: FV = 95 PSI 1. ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE 3. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD C. COMPRESSION PERPENDICULAR TO GRAIN: FCL = 625 PSI CORROSION-RESISTANT 299 G3(MM00 m mwmmMm CONSULT DESIGN PROFESSIONAL IN CASE OF QUESTION. D. COMPRESSION PARALLEL TO GRAIN: FC = 1300 PSI 2. FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED MATERIAL TO EXTEND AT LEAST 4" BEHIND WALLCOVERING. nowimmmmEog my 9 °)o� E. MODULUS OF ELASTICITY: E = 1,600,000 PSI COVER ALL EXPOSED PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER. 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. F. MOISTURE CONTENT: 19 % MAXIMUM 3. STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK WOOD BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR 2. OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPECIES SHALL MEET OR EXCEED REQUIREMENTS NOTED ABOVE. WALLS OR ROOF SURFACES. 5. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS; WHEN IN THE OPINION OF THE 3. MOISTURE CONTENT: ALL LUMBER 4" AND DEEPER SHALL HAVE MOISTURE CONTENT NOT GREATER THAN 19 %, AIR DRIED LUMBER IS 4. EAVE FLASHING SHALL CONSIST OF TWO LAYERS OF 15# A.S.F. CEMENTED TOGETHER IN ADDITION TO REQUIRED NAILING FROM THEEDGE CONTRACTOR, A DISCREPANCY EXISTS HE SHALL PROMPTLY NOTIFY THE ARCHITECT, IN WRITING, BEFORE PROCEEDING WITH DESIRED BUT NOT NECESSARY. LUMBER MAY BE KILN DRIED, HOWEVER DRYING PROCESS MUST BE SLOW AND REGULATED TO CAUSE A OF THE EAVE UP THE ROOF TO OVERLAY A POINT 24 INCHES INSIDE THE INTERIOR WALL LINE OF THE BUILDING. 2 R I L 103 THE WORK OR HE SHALL BE RESPONSIBLE FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. MINIMUM AMOUNT OF CHECKING, COMPARABLE WITH AIR DRIED STOCK. C. ATTIC VENTILATION: 4. ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED IN 1. ENCLOSED ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR SEPARATE SPACE WITH SCREENED 6. OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED AS PART OF THE CONDITIONS FOR THE ACCORDANCE WITH AF&PA STANDARDS AND STAMPED "GROUND CONTACT 0.40 LBS/CUBIC FOOT". VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN ACCORDANCE WITH THE WFCM, WORK. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, CURRENT 5. GRADE STAMPS SHALL APPEAR ON ALL LUMBER. AND NYS AND LOCAL CODES AND ORDINANCES. SEE DETAILS ON ARCHITECTURAL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACCEPTABLE BUILDING 6. STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO WEATHER. PLANS FOR LOCATIONS AND DETAILS. PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. B. FLITCH BEAMS: DIVISION 8 - DOORS AND WINDOWS A 1. FLITCH BEAMS SHALL HAVE A MINIMUM FB = 15000, E=11.4 WITH 1/2" BOLTS LOCATED NOT CLOSER THAN 2" FROM THE TOP AND A. Genera 7. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, l THERE SHALL BE A BOLT TOP AND BOTTOM' 2" FROM EACH ENWIND-BORNE BOTTOM EDGE UNLESS OTHERWISE NOTED. E EA D (SEE TYPICAL FLITCH PLATE 1. WINDOWS IN BUILDINGS LOCATED IN DEBRIS REGIONS (120 MPH WIND ZONE OR WITH-IN ONE MILE OF THE OCEAN BAY TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, BOLT PATTERN DETAIL). AND SOUND SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CLIENT OR HIS CONTRACTORS, SUBCONTRACTORS, OR ANYONEPARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. GLAZED OPENING PROTECTION FOR PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT DOCUMENTS. C. JOIST HANGERS: WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTME 1996 AND OF ASTME 1886 8. ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR SITEWORK, PLUMBING SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND 1. ALL PURLINS, JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL IBE SUPPORTED EXCEPTION: HEATING, VENTILATING, FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOT A PART OF THE PROFESSIONAL 2• JOIST HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO ASTM-A525, MIN. 22 GAUGE. PRODUCTS ACCEPTABLE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11.1 MM) AND A MAXIMUM SPAN OF 8 FEET (2438 MM) SHALL SHALL BE SIMPSON, KANT-SAG, OR EQUIVALENT. BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED SERVICES PROVIDED TO THE CLIENT BY THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF T WITH THESE DOCUMENTS BY ANY OF THE ABOVE LISTED SERVICES AS SHOWN IN DOCUMENTS PREPARED BY OTHERS SHOULD D. BOLTS IN WOOD FRAMING: BE INDICATED IN WRITING TO THE ARCHITECT IMMEDIATELY. 1. ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE RESIDENTIAL CODE OF NEW YORK STATE. HE a��n n�❑ lJ 9. PRIOR TO APPLICATION FOR BUILDING PERMITS, THE CONTRACTOR WILL FURNISH THE ARCHITECT WITH TWO SETS OF SHOP WASHERS. 2. ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL. SIZES INDICATED ON PLANS ARE DRAWINGS OF ALL PREFABRICATED COMPONENTS, ONE SET TO BE RETAINED BY ARCHITECT, THE OTHER SET TO BE RETURNED 2• STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS: NOMINAL ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER TO DETERMINE EXACT SIZES, ROUGH OPENING, ETC. AT LEAST ONE TO CONTRACTOR AFTER REVIEW. ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED TO ROOF TRUSSES, A. 1/2" AND 5/8" DIAM. BOLTS - 2-1/4" SQ. X 5/16" WINDOW FROM EACH BEDROOM AREA SHALL HAVE A NET CLEAR OPENING AREA OF 5.7 SQ. FT. (GRADE FLOOR 5.0 SQ. FT.) WITH A 10--1-22 ISSUED FOR PERMITS FLOOR TRUSSES, STAIRS, CABINETS, VANITIES, ETC. SHOULD THE DESIGN OR CONFIGURATIONS OF ANY PREFABRICATED / NET CLEAR HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20", AND A SILL HEIGHT OF 44" OR LESS ABOVE THE FLOOR FOR � CONSTRUCTION. COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY APPROVED SHOP DRAWINGS, THE ARCHITECT SHALL BE B. 3/4" DIA. BOLTS-2-5/8" SQ. X 5/16". FURNISHED, PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING THE REVISION. IF THE ARCHITECT IS NOT 3. EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16" LARGER THAN DIAMETER OF BOLT. EGRESS PURPOSES. GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITHIN 18" OF THE FLOOR, PROVIDED WITH THE ABOVE INFORMATION, THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ARCHITECT FROM 4. FOR SILL ANCHORS, SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS. WHICH MAY BE SUBJECT TO FREQUENT AND RECURRENT ACCIDENTAL HUMAN IMPACT, GLAZING IN ANY DOOR ENCLOSING SHOWER, TUB, ANY CLAIM OR SUITE WHATSOEVER, INCLUDING BUT NOT LIMITED T0, ALL PAYMENTS, EXPENSES OR COSTS INCLUDED, ARISING SOUND OR STEAM ROOM, ANY INDIVIDUAL PANE OF GLASS WITH AN THE AREA GREATER THAN 9.0 SQ FT, WERE THE BOTTOM IS LESS THAN 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WINDOW, GLAZING OF WALLS OF SPAS, HOT, TUBS OR INDOOR OR ALLEGED TO HAVE ARISEN FROM PREFABRICATED ITEMS. E. LAG BOLTS:1. SHALL BE OF STRUCTURAL GRADE STEEL. POOLS WITHIN 5'-0 OF THE WATER, GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE 10. THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS SHALL BE VERIFIED BY THE CONTRACTOR FOR 2. WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM SHALL BE TEMPERED AS PER RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL CODES AND ORDINANCES. THE REQUIREMENT DOES CONFORMANCE TO LOCAL CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THESE SPECIFICATIONS AND 2/3 DEPTH OF MEMBERS BEING BOLTED TOGETHER. NOT APPLY IF BOTTOM EDGE THE GLASS IS MORE THAN 60" ABOVE THE FLOOR LOCAL CODES OR CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF THE DISCREPANCY AND SPECIAL ENGINEERING REQUIREMENTS SHALL BE APPLIED TO INSURE THE BUILDING'S STRUCTURAL INTEGRITY. F. ALTERING STRUCTURAL MEMBERS: 1. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE DIVISION 9 - FINISHES 11. THESE REQUIREMENTS MAY BE SUPERSEDED BY MORE STRINGENT INFORMATION CONTAINED WITHIN ARCHITECT. DO NOT ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. A. GENERAL 1. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK THE DRAWINGS. THE MORE STRINGENT SHALL BE FOLLOWED. G. BUILT-UP BEAMS: STATE AND LOCAL CODES AND ORDINANCES (AS APPLICABLE). 12. SOIL CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDITIONS: 1. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE INTERCONNECTED AS FOLLOWS: 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. STORAGE SHOULD BEARING CAPACITY: MIN. 2000 PSF. FIELD VERIFIED UNDER ALL FOOTINGS AND REINFORCED SLABS. A. MEMBERS 9-1/4" I AND LESS IN DEPTH: GLUE AND INTERNAIL W/2 ROWS 16D NAILS AT 12 O.C. STAGGERED. BE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 3. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS EXCEPT THOSE EDGES WHICH ARE SLABS SHALL NOT BE PLACED ON OR IN MARINE CLAY, PEAT AND OTHER ORGANIC MATERIALS. 24 WATER TABLE: MIN. 2'-0" BELOW BOTTOM OF ALL CONCRETE SLABS AND FOOTINGS. FOOTINGS, FOUNDATIONS, WALLS, AND B. , O.C. STAGGERED.MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE 3 X MEMBERS THROUGH BOLT WITH 1/2" DIAMETER MACHINE BOLTS AT PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION IS NOT REQUIRED. 13. LIVE LOADS: ROOF: 20PSF. FLOOR: 40PSF (EXCEPT SLEEPING ROOMS: 30PSF). EXTERIOR BALCONIES: 60PSF. STAIR H. CUTTING OF BEAMS, JOIST AND RAFTERS: 4. THE SIZES AND SPACING OF FASTENERS SHALL COMPLY WITH THE RESIDENTIAL CODE OF NYS AND LOCAL CODES AND ORDINANCES LANDINGS: 40PSF. WIND LOAD; 15PSF. GARAGE: 50PSF. MAXIMUM FOUNDATION LATERAL PRESSURE: 40PSF. DEAD LOADS: 1. CUTTING OF WOOD BEAMS, JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH (AS APPLICABLE). 10PSF. DECKS: 40PSF. ATTICS WITHOUT STORAGE 10PSF. ATTICS WITH STORAGE 20PSF. GUARDRAILS & HANDRAILS 200PSF. OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE OF 1/3 OF THE SPAN. NOTCH DEPTH OF THE ENDS AT THE MEMBER 5. PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TUBS AND SHOWERS AS SHOWN ON DETAILS IN ARCHITECTURAL SHALL NOT EXCEED 1 4 THE DEPTH OF THE MEMBER. HOLES BORED OR OUT INTO JOIST SHALL NOT BE CLOSER THAN 2 INCHES TO DRAWINGS. / 6. FIRE-RESISTIVE CONSTRUCTION: GARAGE CEILINGS AND WALLS WHEN ADJACENT TO A DWELLING UNIT SHALL BE OF RATED 14. BOTTOM OF FOOTINGS SHALL EXTEND BELOW FROST LINE OF THE LOCALITY AND MINIMUM 3'-0" BELOW EXISTING GRADE THE TIP OR BOTTOM OF THE JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE CONSTRUCTION ACCORDING TO THE UL DESIGN SPECIFIED ON THE DRAWINGS WHEN UNITS ARE DESIGNED UNDER NYS STANDARDS AS TO UNDISTURBED SOIL OR SOIL COMPACTED TO 95 AS VERIFIED BY A SOILS ENGINEER LICENSED IN THE LOCALITY WHERE TENSION SIDE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER NOMINAL THICKNESS SHALL NOT BE NOTCHED, EXCEPT AT INDICATED ON THE DRAWINGS. (5/8" TYPE X WALLS AND CEILINGS) PROJECT IS BEING BUILT. ENDS OF MEMBERS. DIVISION 15 - MECHANICAL 15. ALL FOUNDATION WALL BACKFILL UNDER SLABS WHERE DISTANCE FROM EDGE OF WALL TO EDGE OF UNDISTURBED SOIL 1• PIPES IN STUD BEARING NAILS OR SHEAR NAILS: A. HEATING VENTILATION AND AIR CONDITIONING: EXCEEDS 16", BUT LESS THAN 4'-0", SHALL CONSIST OF CLEAN, POROUS, SOIL COMPACTED IN 6" LAYERS TO 95 OR 1. NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL NOT BE MORE THAN 1/3 THE DEPTH OF THE STUD. 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF THE GOVERNING AGENCIES. PROVIDE #4 REBAR AT 2'-0" O.C., 1'-O" BEYOND EDGE OF UNDISTURBED SOIL AND 1'-O" INTO FOUNDATION WALL. 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC. TO J. BRIDGING AND BLOCKING: ENGINEER PRIOR TO INSTALLATION. MECHANICAL SUBCONTRACTOR TO REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ENGINEER 16. FREE DRAINING GRANULAR BACKFILL (SM OR BETTER) SHALL BE USED AGAINST FOUNDATION WALLS CONSISTENT WITH THE 1. THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE OF ANY MECHANICAL AND STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. ARCHITECTURAL PLANS AND RELATED DETAILS. EQUIVALENT FLUID PRESSURE OF BACKFILL NOT TO EXCEED 40PCF (POUNDS BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BY THREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF EQUIVALENT METAL 3. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION PER CUBIC FOOT). IF BACKFILL PRESSURES EXCEED 40PCF, THEN WALLS MUST BE DESIGNED FOR ACTUAL PRESSURES BY A BRACING OF EQUAL RIGIDITY. MIDSPAN BRIDGING IS NOT REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT OF THE WORK PERFORMED BY OTHERS. REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT IS BEING BUILT EXCEED TWELVE INCHES NOMINAL. BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS NOT OTHERWISE B. PLUMBING: PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS OF EIGHT FEET WITH MINIMUM OF 2 X SOLID MATERIAL WITH TIGHT JOINTS. 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CCDES AND REGULATIONS OF GOVERNING AGENCIES. 17. UNBALANCED FILL NOT TO EXCEED 7'-0" UNLESS OTHERWISE NOTED AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. PROVIDE 2 X FIRESTOPS AT MID-POINT VERTICALLY OF STUD WALL. BRIDGING AS REQUIRED BY FLOOR TRUSS MANUFACTURER'S PRINTED 2• ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL SLABS-ON-GRADE AND FRAMED FLOORS ARE IN PLACE AND HAVE INSTRUCTIONS. OF THE WORK PERFORMED BY OTHERS. REACHED THEIR DESIGN STRENGTH. PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS WHEN 3. PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY THE ENGINEER OF ANY PLUMBING„ BACKFILLING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES, BACKFILL BOTH SIDES SIMULTANEOUSLY. K. LINTEL SCHEDULE: HVAC, STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. DIVISION 3 -: CONCRETE 1. UNLESS OTHERWISE SHOWN, PROVIDE 1 LINTEL WITH 6" MINIMUM BEARING FOR EACH 4" OF WALL THICKNESS. DIVISION 16 - ELECTRICAL A. General: 2. LINTEL SCHEDULE: (UON) 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND SHALL COMPLY WITH 1. THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS: SPAN: SIZE OF MEMBER THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. ITEM MIN. COMP. STRENGTH MIN. AGGREGATE SIZE SLUMP UP TO 4'-0" 3 1/2 X 3 1/2 X 1/2 OR 2-2X6 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE z - @ 28 Days (PSI) 4'-1" TO 5'-0" 4 X 3 1/2 X 5/16 OR 2-2X8 WORK w FOOTINGS 3,000 1/2"-1" 4"t1" 5'-1" TO 6'-0" 5 X 3 1/2 X 5/16 OR 2-2X10 PERFORMED BY OTHERS. f-+ Lj SLAB-ON-GRADE 2,500 1/2"-1" 4"f 1/2" 6'-1" TO 8'-0" 6 X 3 1/2 X 3/8 OR 2-2X 12 3. INSTALLATION: U �- > HW-- WALLS 3,000 1/2"-1" 4"f1/2" A. ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO WEATHER SHALL_ BE WEATHERPROOF. 7 Q H GARAGE SLAE3S & EXTERIOR SLABS 3,500 1/2"-1" 1" 5� B. BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE LOCATED 5" ABOVf7 AIR COUNTER TOP UNLESS OTHERWISE NOTED ON DRAWINGS. �-+ �/ >- z AIR ENTRAINMENT L. PLYWOOD:AINMENT 1. ALL PLYWOOD SHALL BE DOUG FIR OR EQUAL. IT SHALL BE MANUFACTURED AND GRADED IN ACCORDANCE WITH DOC PS 1-95 FOR C. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FINISH F-LOOR AND 12'-0" O.C. HORIZONTALLY. ALL RECEPTACLIES ^ W A Z 2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI-318 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD WITHIN H (:::I 2. EACH PLYWOOD SHEET SHALL BEAR THE "APA" TRADEMARK. 6'-0" HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL BE WIRED TO A GROUND FAULT INTERRUPTED CIRCUIT. BUILDINGS. 3. ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING MEMBERS. D. WALL SWITCHES TO BE 48" ABOVE FLOOR. [� Q 3. ALL REINf-ORCEMENT, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS SHALL BE POSITIVELY SECURED IN PLACE AND 4. THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE JOISTS AND TRUSSES AND PARALLEL TO THE STUDS. E. ALL SMOKE DETECTORS TO BE LINE VOLTAGE AND WIRED IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL, W 0 LOCATED ACCORDING TO THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS 5. NAILS SHALL BE PLACED 3/8.> w =MINIMUM FROM THE EDGE OF THE SHEETS. THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS EACH FLOOR LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN SMOKE DETECTOR IN ADDITION TO A z SHALL BE 1 1/2 FOR 8D NAILS AND 1 3/8 F-FOR 10D NAILS. SMOKE DETECTOR LOCATED IN A HALLWAY OUTSIDE THE BEDROOMS. 6. ALL FLOORS SHALL BE NAILED AS PER NAILING SCHEDULE. F. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOCATED AT EACH LEVEL OF THE DWELLING INCLUDING THE BASEME z ED NT ^ B. REINFORCING STEEL: OR CELLAR. H W E3 ~ 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED BARS GRADE 60 CONFORMING TO ASTM & Z Q 615. WELDEDM. CORNER BRACING:: WIRE FABRIC SHALL CONFORM TO ASTM A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. � o (i 2. DETAILING, FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI-318-99 MANUAL OF 1. UNLESS OTHERWISE NOTED, BRACE EXTERIOR CORNERS OF BUILDING WITH 1 X 4 DIAGONALS, LET INTO STUDS, OR WITH 4 X 8 O BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE � C H SCHEDODESHEE-T OF THICKNESS TO MATCH THAT OF SHEATHING, OR WITH METAL STRAP DEVICES INSTALLED IN ACCORDANCE NAILING H r U - � � � 3. ALL REINFORCING BARS WHICH INTERCEPT PERPENDICULAR ELEMENTS SHALL TERMINATE IN HOOKS, PLACED TWO (2) 2. LAP PLATES AT ALL CORNERS. INCHES CLEAR FROM OUTER (FACE OF ELEMENT. Q � � N. NAILING: Q � 4. THE CON-i RACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE 1. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN WFCM, (SEE ATTACHED SCHEDULE) AND ALL STATE AND LOCAL BUILDING POUR. NO CONCRETE SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD. FOOTINGS SHALL BE CODES, OR MAUFACTURER'S RECOMMENDATIONS. O DEWATERED PRIOR TO PLACEMENT OF CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN 0. FIRE STOPPING: INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED LICENSED INSPECTOR. Ilm p00 1. FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) WITH 2" a z w 5. MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: NOMINAL LUMBER OR 2 THICKNESSES OF 1" NOMINAL LUMBER WITH BROKEN LAP JOINTS OR OTHER APPROVED MATERIAL. A. FOOTINGS: 3" a v B. BEAMS AND COLUMNS: 2" P. ALIGNMENT: lfl C. SLAB: 3/4" (WIRE MESH TO BE PLACED AT MID-DEPTH OF SLAB) 1. ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX (3) INCHES AND BE NAILED TOGETHER WITH MIN. D. WALLS - 1 1/4" AT INTERIOR FACE: 3" AT EXTERIOR FACE. (3) 10D FACE NAILS. ( (SEE ATTACHED NAILING SCHEDULE FOR SUPERCEEDING REQUIREMENTS) pR001O4#o 2256 C. FOUNDATION: 2. WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY METAL STRAPS. 1. FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS SHALL BEAR A MINIMUM OF 1"-0" INTO ORIGINAL UNDISTURBED SOIL AND A MINIMUM OF 3'-0" BELOW FINISHED GRADE. WHERE REQUIRED, STEP FOOTINGS TO F � PR0JECT5-2236 RATIO OF 2 HORIZONTAL TO 1 VERTICAL. 0. PARTITIONS: N-LDHG 2. WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATIONS, SUCH CHANGES SHALL BE MADE AS DIRECTED BY 1. GENERAL: THE ARCHITECT. A. PROVIDE SOLID BLOCKING AT 4'-0" O.C. BETWEEN THE JOIST AND FIRST INTERIOR PARALLEL JOIST. r, DD G3L°QC�i]l OG�C�a#o 3. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED INSPECTOR PRIOR TO B. SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST BE STAGGERED A MINIMUM OF 4'-0". THE PLACING OF ANY CONCRETE. SAME SHALL BE GIVEN FORTY-EIGHT (48) HOURS NOTICE FOR THIS OBSERVATION. C. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. 4. SOIL INVESTIGATION AND REPORT: ALL EARTH WORK, COMPACTION AND SUPERVISIONS SHALL BE DONE ACCORDING TO D. STRUCTURAL VARIATIONS ARE ALLOWED IF SUBSTANTIATED BY ENGINEERING CALCULATIONS. STAMPED BY PROFESSIONAL ENGINEER THE LICENSED TO PRACTICE IN THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. ONE SET OF CALCULATIONS TO BE PROVIDED TO RECOMMENDATIONS OF THE SOIL INVESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAL ENGINEER. CONCRETE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. SLAB E. LAP TOP PLATES AT CORNERS AND INTERSECTIONS. AND FOOTING CALCULATIONS ARE BASED ON A 2,000 PSF VALUE. IF ON-SITE TEST BORING INDICATE LESSER VALUES, 2• BEARING WALLS SUPPORTING ONE FLOOR OR MORE: NOTIFY ARCHITECT, IN WRITING, SO THAT NECESSARY STRUCTURAL MODIFICATIONS CAN BE MADE. A. PARTITIONS MUST BE CONSTRUCTED OF MINIMUM 2 X 4 STUDS SPACED 16" O.C. OF TYPE LUMBER SPECIFIED. 5. SLAB-ON--GRADE SHALL BE 4" THICK REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AND SHALL BE PLACED ON 6 MIL. B. IF A DOUBLE TOP PLATE OF LESS THAN 2-2 X 6'S OR 3-2 X 4'S IS USED, FLOOR JOISTS SHALL BE CENTERED DIRECTLY OVER VAPOR BARRIER ON 4" CRUSHED STONE. 6. SLAB-ON--GRADE AT PORCHES SHALL BE 4" THICK UNLESS OTHERWISE NOTED. AND BELOW BEARING WALL STUDS WITH A TOLERANCE OF NO MORE THAN 1" UNLESS SUBSTANTIATED BY ENGINEERING CALCULATIONS. 7. INSTALL ANCHOR STRAPS AS PER MFG. RECOMMENDATIONS: 12" FROM CORNERS AND INTERVALS AS PER PLANS. C. BEARING STUD WALLS MUST BE SHEATHED WITH A MINIMUM 1/2" GYPSUM BOARD FASTENED ACCORDING TO DRYWALL MANUFACTURER MINIMUM EMBEDMENT FOR ANCHORS SHALL BE AS SPECIFIED BY MANUFACTURER. RECOMMENDATION. MEET [t`r]�O "g 2 of 8 TABLE 5.1 FASTENER SCHEDULE FOR STUGTURAL MEMBERS � �� I � II�� NOTE JOINT DESCRIPTION NUMBER AND TYPE OF NAIL 5PACIN6 FA5TENER ROOF FRAMING Rafter to T Plate Toe-nailed 3-8d per rafter 1. ALL FRAMING LUMBER TO BE GRADE STAMPED DOU5LA5 FIR-LARGH Raft Joist to To Plate Toe-nailed 3-Sd r oist STRUCTURAL GRADE NO. 2 OR BETTER. Oellln 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. (,ellin Joist to Parallel Rafter Face-palled 4-16d each loe 3. ALL 5HEATHIN(5 TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. Geil(n Joist La s over Partitions Face-nailed 4-16d each la Dollar Tie to Rafter ace-palled 4-Sd er tie PERIMETER PANFJ_5 AT EDGE OF ROOF 4 WALL GORNER5 TO BE NAILED ® 4" O.G. Blockin to Rafter Toe-nalled 2-Sd each end ALONG EDOES 4 6" O.G. IN FIELD W/ SOLID BLK6. UNDER ALL SEAMS. Rlm Board to Rafter 1 14nel-nolled) 2-16d leach end 4. U5E 50LID BLOCKING OR X- BRAGIN6 BETWEEN ALL J015T5 ® 8'-0" MAX. SPACING. WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS. To Plate to To Plate Face-Halle 2-I6d per foot 6. ALL FLUSH HP. CONNECTIONS TO BE FASTENED W/RATED GALV. METAL To Plate at Intersections Toe-nailed 2-lbd oints -each side CONNECTORS BY 51MP50N (OR EQUAL). Stud l Stud ace-nalled Ibd 24" o c. ������n D 9 ����O�a o p Header to Header Face-nalle 2-I6d I6" o c. alon ed es O L A Z I I �O I �®T 5 (tj��"�j��l°p e e ToI2 or Bottom Plate to Stud d-naile 2-I6d per 2x4 stud 3-I6d eer 2xb stud n 4-lbd per 2x& stud WINDOWS / 5L. GL. DOORS A5 MANUF. BY ANDERSEN STORMWATGH W/ Bottom Plate to Floor Joist,Band joist,End oist or Block Face-nape -lbd 12er foot IN5UL. 6LA55, IMPACT RE515TANT 4 DE516N PRE55URE RATED A5 REOV INDOOR FRAMING BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- PROVIDE PRECUT, PREDRILLED PLYWOOD,-1/1ro THICK. Joist to 5111,To Plate or 61yder Toe-nalle 4-Sd er olst INCLUDE ATTACHMENT HARDWARE: Brid in to Joist oe-Walled) 2-Sd each end 2 1/2" NO.& WD. SCREWS a 16" O.G. F/SPANS LE55 OR EQUAL 4 FEET Blocking to Joist Toe-nalled 2-Sd each end Blockin to 5111 or To Plate (Toe-nalled - each block AND O.C. O.G. SPANS BETWEEN 4 4 6 FEET, Ledger 5tri to Beam Face-nailed 3-I6d each oist AND ® 12" O. F/SPANS BETWEEN 6 4 8 FEET. Joist on Lcdcier to Beam Toe-nalled 3-8d per Joist Band Joist to Joist End-nalled 3-I6d Iper joist BUILDER TO VERIFY 4 CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to Sill or T Plate oe stalled 2-I6d er oist WITH OWNER. i ROOF SHEATHING OPTION: PROV. I"x4" PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. d Sd 6" ed e /6 field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT " „ „ Structural Panels 2 x 6 RR � I6 O.G. Dia onal Board 5heathln t RIDGE STRAPS AT EA. FROM HEATHER, ETG. (VERIFY DETAIL5) 5IMP50N LSTA 30-06A. "xb" or I wid 2-Sd er s or I"xl0" or wider 3-8d Iper support Tl'P. ROOFING RAFTER. 6 O.. GI=ICING SHE I" MIN. AIRSPACE OR gypSHEATHINGS I I ®� I sum Yallboard 5d coolers -1" ed e / 10" field B AOVE IN5UL. �. WALL SHEATHING � 5 ( 5 I � � 17 I A 2'x4" COLLAR TIES AT W Structural Panels Sd " ed e / 12" field Fiberboard Panels I6" O.G. �" DOWN n n BETWEEN RIDGE AND U16° bd 3" ed e /6" field AMERICAN FOREST AND PAPER ASSOGI ATTON (AF�PA) 1/2" G.W.B. 25/32" ad 3" edge /b" field WOOD FRAME GONSTRUGTION MANUAL FOR GEILINC� JOISTS. sum allboard 5d coolers -i" ed e / 10" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) R-6 I" RIGID INSULATION 10-1-22 ISSUED FOR PERMITS Hardboard bd 6" edge / 12" field CONSTRUCTION. Particleboard Panels 8d 6" edge, / 12" field R-21 + + + + � Diagonal Board 5IheothIncl INSULATION I"xb" or I"x8" 2-Sd per support GROUND SNOW LOAD 30 PSF I"xl0" or wider F 3-8d per ort LOOR SHEATHING HIND 5F= : 5OUTHOLD 130 MPH (3 SECOND OUST) Structural Panels WIND EXPOSURE GATEGORY B ( SUBURBAN, SEMI-WOODED) I" or less Sd 6 ed e / 12" field SEISMIC DESIGN CATE60RY G greater than I" IOd 6" ed e /6" field Dla pal Board 5heathin WEATHERING AREA SEVERE I"xb" or I"x8" 2-45d per support x O or wider 3-Sd per support ICE SHIELD YES ROOF SHINGLgS FROST LINE DEPTH 3'-O" 6aly. stl. In. 12 ga. shank w/a min.3/8" dia.head. fastener shall penetrate TERMITE AREA MODERATE TO HEAVY I I I�SVL, A7 ER Asphalt roof shinles ® ®��' � p g through tie roofing materials and a min. of 3/4" into roof sheathing and shall DECAY AREA SLIGHT TO MODERATE I" = I'-D" roofin manufacturer and ovide no less than 4 fasteners per stripshingle. Nailing requirements are based on wall sheathing nailed b"on center at the panel edge. If wall sheathing is nailed WINTER DE51ON TEMP 11 3" on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. 2 When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be ® F N(J N®7 5 reduced to I-Ibd nail per foot. R302.q Wall and ceiling finishes not including trim, door, and window frames shall have a flame-spread classification of not greater than 200. Wall and telling finishes shall have a smoke-developed index of not greater than 450. R302.14 Combustible insulation shall be separated a minimum of 3 Inches from �I® recessed lighting fixtures, fan motors, and other heat-producing devices or I �l c 1 �t separated in accordance with the conditions stipulated In the fixtures listing. Recessed lighting installed In the building thermal envelope shall meet the I. All work shall comply with the 2020 International Residential Code for one and requirements of 5ectlon N1102.4.5 two family dwellings, the 2001 Wood Frame Construction Manual and the A5GE-7-05. R305 blazing at hazardous locations shall have glazing protection in conformance DO TOP PLATE Contractor shall coordinate any and all lnspectlons as required to obtain certificate with r308. In general, glazing in all doors and fixed sid 6 e panels, lazings less than - of occupancy on behalf of the owner. 60" above surfaces of tubs showers, etc. Glazing within 24" arc of doors In closed 2. All work shall comply with the New York State Energy Conservation Code. See position with sills less than 60" above floor. Giazings over 61 square feet and less note 5. than 18" above finished floor. Olazing near stairways/Iond►ngs. See complete text of 3. All electric work shall comply with the National Electrcce Code. Electrician shall R308.4. blazing for specifics on locations and exceptions. obtain fire underwriters certificate for all electric work and shall submit to owner. Provide all outlets and junction boxes required for all appliances, pumps, equipment, R308b Skylights and sloped glazing shall comply with this section and have fullyHEADER etc. Contractor shall review service regiirements, all lighting, outlets, fixtures, phone tempered glazing. p g g p y Jacks, T.V. cable Jacks, etc. with owner o5 required for the full Installation and p g g' satisfaction of owners requirements and code compliance and shall provide some. R30Q tiara e opening protection and separation required to be as noted and in MAINTAIN I" CLEAR Architect is not responsible for electrical designs for this project in any capacity. g g p p q FOR VENTILATION. S U- HEIGHT 4. All plumbing work shall comply with the National Plumbing Code and all local codes. conformance with R30q. Garage floor surfaces shall be sloped to facilitate the STUD p 9 p y g movement of liquids to drain toward the main vehicle entry doorway. NOTCH RR F/ Contractor shall review with the owner the requirements for plumbing Installations including but not limited to fixtures, trim, accessories, etc. and requirements for water SHEATHING R310.1.1 All emergency escape and rescue openings shall have a minimum net clear HEADER TO STUD: service and domestic hot water. Architect is not responsible for any plumbing systems opening of 5.7 square feet. 24 minimum clear opening height, 20 minimum clear JACK STUD BY 51MP50N L5TA21 CONNECTOR In any capacity. Contractor shall provide sanitary system in accordance with the opening width, 44" max still height. owners approved site: plan and shall coordinate all Inspections required for approval of some. And surveys indicating final tank locattons shall be by owners surveyor. FINAL, INSTALLED STAIRWAYS, HANDRAIL5, 6UARD5 SHALL BE INSTALLED IN FULL W/ I6-IOD FASTENERS Contractor shall provide surveyor with information as required. CONFORMANCE WITH THIER RESPECTIVE CODE 5EGTION5. ARCHITECT 15 NOT O 5. All H V.A.G. work shall comply with Article 10 of the N.Y.5. Uniform Fire Prevention RESPONSIBLE FOR THESE INSTALLATIONS. R-50 IN5UL. Building Gode and Energy Code. Contractor shall review all mechanical systems WINDOW SILL > and Bu g gy y PLATE v .� �' with owner for type of system to be provided (I.E. oil, gas, or electric hot water or R311.7 Stairways shall not be less than 36 inches in clear width at all points above the air, etc) including air conditioning requirements. Architect is not responsible for permitted handrail height and below the required headroom height. Handrails shall not TYP. ROOF. TIES: STUD TO PLATE: LU heating or air conditioning systems in any capacity. project more than 4.5 inches on either s)deof the stairway and the minimum clear " " Q b. Owner shall obtain any and all required permits prior to allowing contractors to width of the stairway at and below the handrail height, including treads and landings, 51MP50N "H7" 1'_4" SIMPSON HDU5 UPLIFT W jU Z Q proceed with any of the work. shall not be less than 315 inches where a handrail is installed on one side and 27 CONNECTORS a 16" O.G. GONNEGTOR W/ J" DIA. �- 7. All site work including sanitary system, utilities, easements. setbacks, elevations, U.N.O. inches where handrails are provided on both sides. The maximum riser height shall be TYPICAL AT CORNERS drainage, retaining walls, etc. shall be In accordance with a site plan prepared by the 5.25" and the minimum tread depth shall be 9" to conformance with R3142. Minlmum Z owners surveyor. The Architect Is not responsible for site designs of any type in any headroom 6'-8'. All stairs shall be provided with illumination in accordance with OF BUILDING AND AT 0 capacity. p BOTTOM PLATE ENDS OF SHEARWALL5. w Q Section R303.4. Enclosed accessible space under stairs shall have walls, under stair t 8. All work shall be performed by licensed contractors whom are experienced with surface and any soffits protected on the enclosed side with 1/2-Inch gypsum board. Z � the type of work being performed. All contractors shall maintain liability Insurance and FF-��� workers compensation Insurance In connection with all work being performed in R311.7.8 Handrails having a minimum and maximum heights of 34 inches and 38 inches, 7- project. respectively, measured vertically from the nosing of the treads shall be provided on !•--i Z LU (3 Q a. All materials, systems, equipment, fixtures, etc. shall be installed in strict at of stairways. All required handrails shall be continuous the full n compliance with the manufacturers written specifications and Installation Instructions t least one side, length of the stairs with two or more risers from a point directly above the top riser Z including all clearances for service, etc. of a flight to a point directly above the lowest riser of the flight. Ends shall be Q 10. All contractors shall warrant their work In writing to the owner for a minimum returned or shall terminate in newel posts or safety terminals. Handrails adjacent to _ LU period of two years. a wall shall have a s ce, of not less than IS inches (38mm) between the wall and the (� 11. The Architect shall not have control or charge of and shall not be responsible handrail. The handgrip portion of handralls shall have a circular cross section of 1-1/4 P4 r for construction means, methods, techniques, sequences, or procedures, or for safety inches minimum to 2-5/5 inches moxlmum. Edge radius of 1/8". (� ro rams In connection with the work or for acts or omissions of the contractor, �I I C) Q programs subcontractors or any person performing any of the work, or for the failure of any of LU R312 Guards are to be a minimum of 36 Inches (c114mm) In height. Open sides of stairs I I ' `� 7A I +� them to carry out the work to accordance with the Intent of the contract documents In with a total rise of more than 30 inches above the floor or grade below shall have `� �/�� that said responsibllty is the sole responsibility of the contractor. guards (each side) not less than 34 Inches In height measured vertically from the 1, I �F• R®®1 r 1 C•J• A7 NAI.L. 01= N I Ne5 12. All exterior doors, roofing shingles, trim,siding, etc. shall be reviewed and nosing of the treads. (Second story guards are recommended to be higher) ✓ I" = It-oil -4 DO (3approved by owner. -O" 13. All Interior fin►sheE, including but not limited to walls, flooring, tile, etc. shall be I" = I' reviewed with and approved by owner. R314 Single and multiple-station smoke alarms shall be installed In each sleeping 14. All miscellaneous Interior Items including but not limited to doors, trim, fireplaces. room, outside of each separate sleeping area in the Immediate vicinity of the closet shelving, kitchen cabinets, shelvin . hardware, etc. shall be reviewed with and bedroom, on each additional story of the dwelling, including basements. The alarm @ O � approved by owner. g devices shall be interconnected in such a manner that the activation of one alarm will � 15. Where existing walls, posts etc. are removed it is the responsibility of the activate all of the alarms in the individual unit. The alarm shall be clearly audible in ail o contractor to provide; temporary support, shoring, bracing, etc. as required. bedrooms over backround noise levels with all intervening doors closed. All smoke a 0 � alarms shall be listed and Installed In accordance with the provisions of this code and the household firewarning equipment provisions of NFPA72. R315 Carbon monoxide alarms shall be Installed outside each separate sleeping area PR5507#0 2236 r;)F_C5 1 C-;N in the Immediate vicinity of the bedrooms. Where a fuel-burning appliance Is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be listed in accordance )-AYE DEAD with UL 2034 and UL 217. (�D�l,[so PAROD�EcGTS-2236 30 10 ROOF : SNOW LOAD R7023 A vapor retarder are required on the Interior side of frame walls In G1lmate ---- PER :12 P Zones 5, b,7, 8 and Marine 4 with the exception of basement walls and below grade 40 10 DECKS / PORCHES portion of any wall. DD o d lJ1J�L1V�#O 40 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS R807.1 Attic access. An attic access opening shall be provided to attic areas that exceed 30 square feet and have a vertical height of 30 inches or greater. The 20 10 ATTICS WITH 5TORA6E rough-framed openinh shall not be less than 22 inches by 30 Inches and shall be 10 10 ATTICS WITHOUT STORAGE located in a hallway or other readily accessible location. A 30-Inch minimum unobstructed headroom in the attic space shall be provided at some point above the access opening. See Section MI305.1.3 for access requirements where mechanical equipment is located in attic. RIOOi.I Masonry chimneys shall be constructed, anchored, supported, and reinforced as required In this chapter and the applicable provisions of Chapters 3, 4, and 6 with applicable clearances to combustibles and firestopping. UWimu n O°o 5 of 8 F= eNERAI. REMOVAL. NOTES: I I �________� I.THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING -13 R-13 R-13 I �___--_------___-___ _ __ _ _____ ___ _71, UTILITIES, PIPING, WIRING, GA5 LINES, PLUMBING LINES, ETC. THAT ARE II ' _ �=======_� ----------- _____________ ____—___ __— I = �F___ ___�E_== _==�E__== __� ii =-- - AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES IF =____=---j SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE c��s'��' Qo �LQG�] q Laos & 'I PROVISIONS PRIOR TO PROCEEDING WITH DEMOLITION WORK. e LaGMMOU[M4 2-ANY AND ALL REGUIREMENT5 INCLUDING BUT NOT LIMITED TO 05HA AND NEW YORK STATE BUILDING CODE REG2UIREMENT5 FOR 2919 G ©Laa0C3C L1MCGt1M[ DEMOLITION WORK SHALL BE ADHERED TO FOR ALL WORK -Ib III Nowim rl�,[E n g PERFORMED IN CONJUNCTION WITH THIS PROJECT.I c,�C1°77�11 y�6NJU °Q e e I I I EXI5TIN6 I I I I I I EXISTING DECK III 3.GONTRAGTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS SUNROOM R-2 [ i PRIOR TO CONSTRUCTION. SHOULD ANY BEARING PARTITIONS BE I I -16 i III REMOVED AS PART OF THI5 PROJECT, CONTRACTOR SHALL PROVIDE /� II II n I III TEMPORARY BRACING UNTIL NEW WALLS OR SUPPORTING MEMBERS �Q�o I I It I III I I 2°xbs 5 xb s 2°xb5 I I SxbS 2 x4 III ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING _ ___ PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEQUATE ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW to -13 R-2 -13 i --' -13 GON5TRUGTION. -12 i2 xb� 4.GONTRAGTOR SHALL VERIFY AMOUNT OF EXISTING WALL FINISHES TO ---p UP i L_-----J �� BE REMOVED FROM WALL5 THAT ARE TO REMAIN. SAID FINISHES TO 9 ! --- BE REMOVED MAY INCLUDE EXISTING VINYL WALL GOVERING, , 12R I � ° PANELING, ETC. ' d If 5.ALL MATERIAL AND DEBRIS REMOVED FROM THE 51TE SHALL BE R-4 i LEGALLY DISPOSED OF BY G.G. b.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN ------ I ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING r I EXISTING EXISTING - I UP DINING ROOM LIVING ROOM �_ ----__^\ � R-II GORE AND ANY AND ALL LOCAL REG2UIREMENTS. EXISTING I 1• ALL ELECTRIC WORK SHALL BE REMOVED AND TERMINATED IN 4R i I MASTER i ACCORDANCE WITH THE PROVI510N5 OF THE NATIONAL ELECTRIC, I I\_---_T------I BEDROOM CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITERS. R R-4 -4 `�--_-----_� I B.O.G. SHALL PROVIDE TEMPORARY SUPPORT OF ANY 4 ALL UTILITIES, GARAGE R-8 L------ PIPING, CONDUITS, THAT 15 AFFECTED BY THEIR WORK. fl�o R-4 R-4 D4 R-4 (( U EXISTING ITEMS THAT OWNER MAY WI5H TO RELOGATE/REU5E. R- �J q- CONTRACTOR SHALL COORDINATE W/ OWNER THE REMOVALS OF R_ -em R- 1 EXISTING 10-1-22 ISSUED FOR PERMITS __ 0 ___ BATH �r�\a R-2 2nx41 $ GON5TRUGTION. R-I -------- --------- r— �aI REMOVAL NOT 5: UP 7""_ _-_ �i I I R-q �.�� b+� R-1 R-I Q I I �- 12-2a-22 REVISED A5 5R I i!------------- I I 'Y _---TT-------�_________ R_I EXISTING WOOD FRAMED WALL TO BE REMOVED A5 INDICATED REF. ii1� I 1 SKY LIGHT OPENINGS ---- INGLUDIN5 BUT NOT LIMITED TO ANY AND ALL ELECTRICAL PER OWNER CHANGES I I+-------- i I I DEVICES, MECHANICAL, PLUMBING, GYP. B0. 4 MISC. FIN15HE-5 ETC. tz______� -I b+� `J+se i i R-I A 6-26-23 REVISED AS R-4 R-8 I I i' * i*I r----- -- ry R-2 DXS TINCv DOOR, FRAME, 4 HAREWARE SHALL BE REMOVED 4 PER OWNER GHANOE5 1 R-b o o R-I_ __ I II I —I I R-2 OMITTED EXISTING PORTION OF EXISTING WOOD FRAMED WALL SHALL BE REMOVED I I I I EXISTING �— -14 � 1 I 1 1 ii a HALLWAY 6e R-2 R-3 TO ALLOW FOR NEW POCKET DOOR. ----- +b KITCHEN i i i CIL �((2)2 x6 I EXISTING FLOOR FINISHES 5HALL BE REMOVED TO SUBFLOOR 4 R-4 I ' ' R-4 BE PREPPED FOR NEW FLOOR FINISHES. --------------J I II `� 1 x31 R-6 i ��� i WAsI� DRYER i� I I vo+� © 'L IGO BATH !��----- i IC_ _> I I i f R ' EXISTING KITCHEN APPLIANGE5, BASE CABINETS, WALL CABINETS, i t I EXISTING o� I r-----r L_t _� I +6a I :2114km COUNTERS, ETC. SHALL BE REMOVED IN THEIR ENTIRETY. CL` i +� R--f I`------------------ R-I II I FOYER I R-2 -_ -_- _ _ EXISTING PLUMBING FIXTURES SHALL BE REMOVED 4 DISCARDED sa Lf BEDROOM 2 R-b IN THEIR ENTIRETY. R-2 R-3 DOWN ® EXISTING GYP. BOARD GLC. TO BE REMOVED AND DISCARDED IN 12R I -17 R 7 THEIR ENTIRETY. EXISTING BXISTItJIGMUD ROOM (2)I xb BEDROOM 3 R-8 EXISTING 2X6 GLG. JOISTS TO BE REMOVED AND DISCARDED IN R_aCL. THEIR ENTIRETY I1 R_Q EXISTING GLG. FAN, REGE55EO LIGHTING SHALL BE REMOVED 4 PANTRY i I 5 R-4 DISCARDED IN THEIR ENTRETY. �j 2"x3' 211x3� KITCHENETTE i r L----- ®I EXISTING HANDRAIL TO BE REMOVED IN IT5 ENTIRETY. +�` I /a GIB i R-II EXISTING DECORATIVE WD BOXOUT GA5EWORK ON GLG TO BE R- +s8 1 I REMOVED 4 DISCARDED IN ITS ENTIRETY.' I I -12 EXISTING ATTIC STAIR TO BE REMOVED 4 DISCARDED IN ITS I-'--------------- u I n I ENTIRETY. 4 x4 I I I I 2 x4 I 2 x4 I-----------------I EXISTING WINDOW5 SHALL BE REMOVED 4 D15CARDED IN THEIR j---------------- I i -13 ENTIRETY. I I I I 11 L-------— -------J -14 OMITTED -15 EXISTING 3 SEASON ROOM SHALL BE REMOVED 4 DISCARDED IN , n -1-7 ITS ENTIRETY. INGLUDING BUT NOT LIMITED THE FLOOR FRAMING, v FLOOR FINISHES, WALL CONSTRUCTION, GEILING FRAMING 4 z ROOFING. O -Ib EXISTING WOOD DEGK FRAMING, FOOTINGS, DECK BOARDS, W — RAILING, STEPS SHALL BE REMOVED 4 DISCARDED IN THEIR ( , �— ENTIRETY. `„/ < �' -I�1 EXISTING NON COMPLIANT WINDOW WELLS TO BE REMOVED AND n/ REPLACED WITH EORE55 COMPLIANT WINDOW WELLS- 1 c!l �- -18 EXISTING GONGRETE PORCH AND 5TEP5 TO BE REMOVED AND Z 7- P15GARDED IN THEIR ENTIRETY. M® L FLAN '—' -� o Q _j CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF (n —1 CL ANY EXISTING CONSTRUCTION THAT 15 NEGE55ARY TO COMPLETE rT' < Q u NEW WORK. CONTRACTOR SHALL BE RE5PON51BLE FOR THE ^ W O REMOVAL LIMITS OF ALL EXISTING CONDITIONS THAT INTERFERE Z WITH THE CONSTRUCTION OF NEW WORK. 7 O O z 4" VTR A ROOT Q �- <n � ly_ ' p 3" _J r 211------------------�---------- I t ---------------� to 1 I I 1 I � I � 1 12„ „ i „ MSTR- i i i PROPOSED i2„ KITCHEN i i2 i2 BATHROOM 13„ 1 BATHROOM i oO p 51NK 11/2" i ' LAV. LAV. i LAV. � CIO�J zp M�7 5HR I I/2 WG WC TUB { 15T. �1..00R a [� 1 211 411 3„ G.O. G.O. G o 4„ pG30dCC�4#o 2236 TIE INTO EXISTING SGHD G.O. 4" 4n APPROVED SANITARY PITCH �_2" 2" - SYSTEM. ------- ---- EXISTING 4 SANITARY LINE ; A-2.DWG ,- � C�LaD f�OdCo T - „ 1 1 1/2" D e M90L�]C�#o 172' 5w- 5A5EMENT W_ 1 11 G.O. 3 3„ SEYJA6E 3u 3• E.J. PUMP .ry ) FLUM51NO R15ER t;) I AOAM `G SCALE: I/4" = I'-O" o IC C 4 (�lOo13 Of 8 -5 T`tl"ICAL NOTF-S: FOUNDATION N07 5: FND./ FTC.: _ EXT. WALL: 8" THICK GMU FND. WALL (or P.G. WHERE NEW w/TYP. ANCHOR BOLTS, ON CONTINUOUS I6"w. x 5"d. P.G. FOOTING;TO A MIN. DEPTH OF 36" •..:•d•. :: ' ..' .•' ... •:. ,..•.. • • rt . .... 12'x15<1"x4 GONG. n n " , „ " 2x4 STUDS ® I6 o.c. AT 8 HT. w/ R-15 INSUL. SHEATHING: I/2 MIN. GDX I � 5 �AT,-o'OAIR PLYWOOD, EXTEND TO COVER FULL TOP, SOLE $ SILL PLATES. THEN COVER BELOW GRADE - ON UNDISTURBED GLEAN GRANULAR SOIL w/ MIN, I TON w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY PER S.F. BRG. CAPACITY. OPT. REBAR: 2-#5 BARS, HORIZONTAL - STRINGERS. IS'VIA.SONOTUBE CONTINUOUS AT TOP $ BOTTOM OF WALL AND/OR IN FT6. w/ MIN. 3 ° I I MIN.36'BELOW 51DIN6/R C�aG�m " 9 EQMTS. � ALL FINISH TRIM (A5 APPROVED BY OWNER). QQ���4���f I I 6R.ADE W/3500 PSI COVER. e SILL/TYE. ANGHOR BOLTS: I � - _-- ------- ------- ---------------- --------------- - ------------------ --------------- - ROOFING: 2-2"x b" (or I-2x6 MIND PRESSURE PRESERVATI TREATED (PPT ILL 2Tg QOGIGG:110O[ LepMC -----(2)2x12 61R ' (2)2x12 61R. 4"x4"P.T P05T w/� _ - , _ _ _ _ _ _ I, ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF 5HINGLE5 (A5 SELECTED PLATE, (PROV. TYP. 51LL/WALL TIES, WHERE REQQ D) OVER TERMITES nowt GEC;igmiog [`In v T ° �9� (975" 7'-5" SIMPSON 7'-5" ' ~ 7'-5" BY OWNER) OVER 15 LB. FELT $ 5/4" MIN. GDX PLYWD. 5HEATHIN6. USE 6 SHIELD AND SILL SEALER w/ %"dta. ANCHOR BOLTS (I"MIN. EMBEDMENT M 2271.Qo a I i NAILS PER 5HINOLE $ PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. AND 3"SQUARE WA5HERS) ® 36"o.c. $ 2&"o.c. WITHIN & FT. OF CORNERS ILINE Of 4"x4'P.T P05T w/ i FROM ALL ROOF EDGE5/BREAK5. ALL FASTENERS $ FLASHING TO BE AND 12" MAX. FROM EACH END OF SILL PIECE. COORDINATE ABOVE DECK GB Gi 46 ANTOR BY I 51MP50N CORROSION RESISTANT. PLACEMENT w/HOLD-DOWN BOLTS, AS REQ'D. TO CONNECT TO 5HEARWALL STUD BRAGKET5. (5EE DETAILS). e ROOF TIES: 51 WA PROVIDE SIMPSON, G520 STRAPS, GUT TO LENGTH F/MIN. 5- Sd NAILS EACH i REQUIGUI LL TIES` RED ONLY AT ROOF BEARING WALLS: PROVIDE 51MP50N 6520, END OF STRAP, AT EACH RAFTER ® Ib o.c. USED TO TIE ROOF RAFTERS TO „ WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS $ RAFTERS FOR (20 Gage), I I/4 STEEL STRAP TIES ® ib oc (AT EA. STUD w/MIN. 8- 8d CONNECTION OF TIES. NAILS, EA. END) WRAPPED UNDER $ UP IN51DE FACE OF SILL, GUT TO I p v I LENGTH AS REQ O. (SEE DETAIL) WALL TIES: HOLD-DOWN BOLT: tV 2•x10 P.T.LEDGER BOARD } cf�_ I REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT HALLS : WHERE UPPER SIMILAR TO TYP. ANCHOR BOLT, EXCEPT SPACED AS REQ'D. TO W/ "VIA x 4�"LAC,BOLTS x I LEVEL STUDS ALIGN WITH LOWER EVE STUDS; ANGHOR 5HEARWALL SEGMENTS. (5EE 5TND. DETAILS). CONTRACTORS ` I I LEVEL S 5 TIE STUDS T06ETHER w/ STA66ERED® 32'or-W/ I SIMP50N G520 STRAPS ® I6"o.c. USE MIN. -f-8d NAILS, EACH END OF STRAP, MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE CON5T) TO -� JST.HAN6ER5 EXIST.$ILGO ENTRANCE (SEE STANDARD DETAILS, DW6. 1). INSURE ALIGNMENT OF BOLTS $ STUD BRACKETS. OPTION: (INSTEAD OF H02A's $ BOLTS): USE STRAP TIE HOLDOWN, 51MP50N 5THDI0 _ _ _ X- _ _ _ _ _ _ _ _ I SILL/WALL TIES: EMBEDED IN FND. WALL $ EXTENDED UP OUTSIDE FACE OF WALL AS REOV. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE SIMPSON 0520, REQV• [SEE FLOOR PLAN FOR 5HEARWALL 5E6MENT51. 20 GAGE STEEL STRAPS a Ib"O.c., GUT TO LENGTH AS REQ'D. FOR •1-5d CONCRETE: UP NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL $ UP OUTSIDE FACE OF ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM (28 DAY) 21'-6 I/2" ' 22'-3 I/4" aR WALL, IN LINE w/ STUDS. (5EE DETAIL, DW6. I) 5TREN6TH OF 5000 PSI, EXCEPT USE 3500 PSI, FOR ALL EXTERIOR HEADER: USES; INCLUDING 6ARA6E SLAB, ETC. I . nn MIN. HEADERS: 3-2"x8" AT 2xb WALLS, AND 2-2"x&" AT 2x4 EXIST.OIL BURNER EXIST.ELEGTRIr- WALLS/PARTITION5, UNLESS NOTED OTHERWISE (U.N.0). SPANS OF v - PANEL 6-O AND OVER;SUPPORT w/ DBL. STUDS, q'-O" AND OVER;SUPPORT G O N G RE T E NOT 5: b+(0 m w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) 10-7-22 ISSUED FOR PERMITS d) MEGH. ROOM m FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-Giq; CONSTRUCTION. STRUCTURE. 7'-b" CONCRETE SLABS SHALL BE 3500 PSI STONE CONCRETE; ALL FIRE LIED = EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. A 12-2q-22 REVISED AS DOOR o FA50A/ 50FFIT: 5LAB5 ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. PER OWNER GRANGES I"xb" FASCIA w/ 2"x SUB-FASCIA (AS NEEDED), SOFFIT: MATERIAL (TBW W/ 2• ALL REINFORCEMENT SHALL BE DEFORMED TYPE -- CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. c c VERSATEX TRIMBOARD (or equal) AND/OR T$G WOOD TRIM AS SELECTED. INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM 6-26-23 REVISED A5 ` A-615 GRADE 60. PER OWNER GRANGES EXIST. I OIL TANK INCLUDE GUTTERS $ LEADERS, A5 APPROVED BY OWNER. 3. TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR UNEXGAVAIED 6 xb I EI u, F - 5UB-FLOOR: REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 PROP. - s/4„ THICK, A.P.A. RATED PLYWOOD ALL EDGES OVER 50LID BLOGKIN6 GLUE BATH CL• m� 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 $ NAIL PLYWOOD TO FLOOR J015T5/FRAMIN6. - (VERIFY SPECIFIC DIAMETERS AT 5PLIGE5 AND CORNERS AND HOOKED AT NON- 7'-4" GL. -- - -- UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS q'-I" ' I'-8" 4'-II 1/2" 5'-b 3/4"' N SELECTED BY OWNER). _ OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL 3 RIM BOARD: BE IN ACCORDANCE WITH AGI 5P-rob. (55) i'ROP. N 2 x6 GO 48" BARN DDOR - AT TJI ENGINEERED FLR. J015T5, BY WEYERHAEUSER (LEVEL;USE MIN. I" e-RIM 2 xb� REG AREA - �. PROVIDE TWO #� ALL SIDES FOR OPENINGS IN CONCRETE UP 6'-II m \3e BOARD (or EQUAL) EXCEPT AT PORCH $ DECK NAILERS;USE V4" RIM BOARD. WALLS OTHERWISEB UNLESS NOTED. EXTEND BARS 2'-0" BEYOND 12R ��-5 �� �SD +6e ALL INSTALLATION DETAILS MUST FOLLOW MFR. 5PEGIFIGATION5. USE 2-2x4 OPENING; ROOK ENDS. 5'-0" �5D VERT. SQUASH BLOCKS (PER JSTJ UNDER ALL BEARING PARTITIONS $ POSTS. (9. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR FRAMED OPENING SMOKE DETECTORS: O5 MECHANICAL TRADES. OPENINGS SHALL BE PLAGEO SO AS NOT 6LAZED WALL SHALL INGLUDING CARBON MONOXIDE DETECTION: PROVIDE BOTH TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. BE TEMPERED TO I AS PER GODS, TO BE HARD-WIRED AND INTERCONNECTED. MATCH SLOPE OF STAIR/WALL LINE OF (NOTE: ALL DEVICES, MAY NOT BE SHOWN: VERIFY ALL SOFFIT P.G.EGRE95 LOCATIONS, ON ALL LEVELS). CL. ❑ b'-8„ 050 _ WINDOW WELL �+ o N INSTALL LME AL 6e I TO d) OP PROP. I �� EXIST. I OFFICE BEDROOM #4 U - CRAWLSPACE I O O b MIN. E.J. INNER LIP TO INSTALL WALKABLE GRATE \ LINE OF ' , (1 \ CANTILEVER a+b V 1 EXIST.NON-EGRESS \ 10'-10 3/4" WINDOW d WINDOW HELL _ I O P G.EGRESS EXIST. STRUCTURE U } ' �p I - WINDOW WELL ABOVE < n� 4"x4'P.T P05T w/CB44x j pi 2!� ( __AL ANCHOR BY 51MP50N 01 I m , „ LADDER TO w 4-0 CODE PROVIDE WALK-ABLE MTL. HINGED GRATE L U Z Q O`--- --- -------_' -- ------- -.J INNER TO INSTALL „ '-6" WAL LE 6RATE X ` O Z 8 P.G. EGRESS WELL SHALL BE y\ v -3 EQUIPPED WITH A PERMANENTLY IV VIA.soNOTUBE 6" LINE of K ABOVE EXIST. F.J. AFFIXED LADDER USABLE WITH THE w Z T '�I '�) BELOW 6RADE►U o Ps1 (2) 2x12 WINDOW IN THE FULLY OPEN POSITION. �j {# Z Z ' `� PLAN- G'O HOP, LADDER REQUIRED AS PER LOCAL O < BUILDING CODES. Q SCALE: 1/4" = 1'-O" 3 o o- EX15T. GRADE O I- O ~ _ IT z r EXIST. GYP. LU BD. GLG. GALV. MTL. LADDER TO 5OUARE FOOTAC 5: Q GODS � U) � i�00R / l�l I NOOI�I SG�41�Ul� o EXIST. BASEMENT (HABITABLE) = 1,17b.23 S.F. EGRESS EXIST. BASEMEW (NON-HABITABLE) _ --255.14 S.F. =tr USE 5/4" GLEAN CIE] p EXIST. FIRST FLOOR = 18 MARK 0&.41 5.F. ANDERSEN QTY. ROUGH OPENING UNIT DIMEN5RON5 r FREE-DRAINING ROCK OR GXW145 I EXIST. GARAGE = 416.08 S.F. EXIST. WOOD FRAMED WALL 400 SERIES Ab STONE AT LEAST 12„ IN O EXIST. WD. FRAMED r CASEMENT BY �l TOTAL HABITABLE SPACE = 3,400.72 S.F. TO REMAIN. _ _ _ WIDTH AROUND ALL SIDES rm Z nI EXIST. WALL w/ GYP. BE . A N0ER5EN OF WELL. FILL TO DEPTH C: d DECK (UNGOVERED) = 337.75 S.F. ----------- EXIST. WOOD FRAMED WALL +� O FWG8Ob8R 1 b'-e, " x 5'-0" 6'-W x T-11 = Z_ OF FOUNDATION FOOTING. Ig2.2q S.F. C� DECK (COVERED) = ----------- TO BE REMOVED 44" MAXIMUM FROM 4-`r a 0 [� TOTAL DECK = 530.04 S.F. O GO 1 3'-0 " x 2'-0 2'-II " x 2'-0 FLOOR TO WINDOW SILL TO MEET EGRESS X NEW 2"x4" HD FRAMED G TH3046 4 4'-5 x 3'-1 4'-5 x 5'-2 CODE REQUIREMENTS ° WALLS o Ib O.G. w/ 1/2 p r�i�e��04#° 2236 G.W.B. EA. 51DE I• WINDOW NOTES: I. ALL BOTTOM OF WINDOW HEADERS SHALL BE * WELLS GAN BE @L p [FOLIR. PROJEGT5-2236 50 SMOKE DETECTOR 6-5" AFF UNLESS NOTED OTHERWISE. INSTALLED LOWER THAN A-3.DWG 2. PROVIDE JAMB EXTENSIONS A5 REQ D FOR 6 WALLS. RECOMMENDED 3 1/2" TO GO GARBON MONOXIDE 3. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO HELP MEET GRADE DGLQ7pGV]C�a#o DETEGTOR ORDERI N6. CONDITIONS 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL ROUGH WINDOW OPENIN65 AS PER EXHAUST FAN MIN '75 GFM MANUFACTURES SPECIFICATIONS WITHOUT EXCEPTION. INDICATES EORE55 WINDOW t� /N I N O/ l L I IL 5 7'-6" GEILIN6 HEIGHT SCALE: 1/2"= I'-O" FRAMING N075: I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS FIR-LARGH STRUCTURAL GRADE NO.2 OR BETTER. 2. ALL 5HEATHING TO BE APA RATED, EXPOSURE I. 5/5" MIN. 2�jg ROOGe1Gr1oOC3� G^QM�GIMG THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR. G3�ICG3G�CG1Dg �� ° ° MARK ANDERSEN QTY. ROUGH OPENING UNIT DIMEN51ON5 EXPOSURE I. 5/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO 400 5ERIE5 BE SET ON 50LID BLOCKING. GLUE AND NAIL PLYWOOD EXIST. 5UBFLOOR TO FLOOR JOISTS. �n ❑ 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED WITH A ° OFHO506OR I b'-8 " x b'-O" 6-5" x 7'-11 DOUBLE UPRIGHTS, q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL " HEADERS SHALL BE A MINIMUM OF 2-2X5 OR AS SHOWN ON 7'-0�: 13'-4° 22'-4° B G13 1 3-O x 2-O 2-I I x 2-O DRAWINGS. � �F�.�® � * G fW3p46 4 4'-8 " x 3'-I 4'-8 �" x 3'-2 �" 5. SOLID BLOGKING SHALL BE PROVIDED FOR ALL JOISTS AND S° ' `5/A ------------------ ------ O FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED 0 &'-0" D.G. ------- ------------------------ WINDOW NOTES: PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. _ _ --------------- 3/4" x 6" DEGKING AS 1. ALL BOTTOM OF WINDOW HEADERS SHALL BE 6. DOTED FRAMINO RAWIN ROUND OPENING5(sk II hts,5tclrs etc) OR A5 NEW COVERED ROOF TO REPLACE ------- -------- -------- ---_- - ROOF AT EXISTING 3 5EA5ON5 ROOM SELECTED BY OWNER 6'-5" AFF UNLE55 NOTED OTHERWISE. y 9 F- i 2. PROVIDE JAMB EXTENSIONS A5 REQ'D FOR 6" 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS i WALLS. ------ ---------- OR AS NOTED ON DRAWINGS. .�, O ' 3. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO t 51(0 5 �-(3)�`i2 6i i 5�_7,� 5�7" 5'=1" 5'-7" ORDERING. &. ALL FLUSH WOOD GONNEGTION5 5HALL BE FASTENED WITH � (j ¢' i 1 i RATED GALVANIZED METAL GONNECTOR5 BY SIMPSON OR .� 4. GONTRAGTOR SHALL COORDINATE AND VERIFY i ALL ROUGH WINDOW OPENINGS AS PER MANUFACTURES SPECIFICATIONS WIHOUT APPROVED EGtUAL. EXCEPTION. q. PLYWOOD 5HEATHING TD BE NAILED WITH SD ® 4" O.G. EXTERIOR EDGE5 AND 6D ® 12" O.G. INTERMEDIATE. M i 1 i i t " INDICATES E6RE55 WINDOW n n IO.5�RJOOH �> NIZED HURRICANE TYPE H7 CONNECTORS BY �00 i 2x8 R.R. i 2x8 R.R. i EXII5TIN6 BILGO DOOR x ®fb" O.G. g @16" O.G. X ;PROPOSED "51MPSON" OR APPROVED EQUAL. 0 i Q1 i DECK 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI 5ERIE5 WOOD-I-BEAMS AND LV 10-7-22 ISSUED FOR PERMITS Ni PROPOSEDI i L PRODUGTS OR EQUAL. ALL i I A i COVERED DECK A - GONSTRUGTION. J015T5, GIRDERS AND HEADERS SHALL HAVE BEARING 1 i 1 i C3 5TIFFENER5 INSTALLED AS PER MANUFACTURERS A 12-2q-22 REVISED AS ¢� i EX15TIN67 MASONRY CHIMNEY RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL PER OWNER CHANGES 6'-11 1/4" LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL i i 1 i 4"x4" 50LID P05T RIM J015T SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING, A 6-26-23 REVISED AS i (GL OF DOOi� i O G G � STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER PER OWNER CHANGES uI MANUFAGTURERS REGOMMENDATION5. 2x D DR 4"x4" SOLID P05T WINDOW HEAD HEIGHT TO BE 48"x5q° 7'-8" AFF. COORDINATE W/ 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 12 D O OWNER/ARCHITECT PRIOR TO MACHINE BOLTS 12" O.G. i I INSTALLATION I � N� : 13. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. UP i +� I�t1�/ 14. BRIDGING TO BE PROVIDED FOR ALL J015T5 AND FLOOR 12R i -a BEAMS, 5PAGING NOT TO EXCEED 5'. r _I EXIST. WOOD FRAMED WALL TO REMAIN. L R.®®F I NO N07F.5: pLu 2 ----------- EXIST. WOOD FRAMED WALL F tY x _ ----------- I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT 5HINGLE5 BY _ TD BE REMOVED • L F EXISTING i _5 TIMBERLINE, COLOR TO MATCH EXIST. ON 30 LB. FELT AND 3/4" UP _ MASTER BEDROOM c�V GDX. PLYWOOD. N � - 4R F _I EXISTING 0 MASTER PGGKT. �� 2. PROVIDE GRADE ICE 4 WATER SHIELD AT LOWER 36" OF ALL NEW 2"x4" HD FRAMED r DW L u- LIVING ROOM o� DR WAllS ® 16" O.G. w/ I/2" SLOPED ROOF AREAS AND AT ALL VALLEYS. G.W.B. EA. SIDE GARAGE PANTRY SHALLUmTr."" j X FOLLOW SLOPE _T_rOF EXIST. ATTIG PROPOSED24"STAIR. V.I.F. IT1`GHEN O PGKT. O5D SD SMOKE DETECTOR •m DR. GO GARBON MONOXIDE 77rF I GAL. N07E5: o}b o+ DETECTOR I STOM BUILT b �5UP R 2x6$ IN 5HELVIN6 IF N EXHAUST FAN MIN 75 GFM EXT. WALL: , l = p 2x4 STUDS ® I6 o.c. AT S HT. w/ R-15 INSUL. SHEARING: I/2 MIN. GDX 3-6 , m �� GL. � : PLYWOOD, EXTEND TO COVER FULL TOP, 50LE 4 SILL PLATES. THEN COVER REF. PROVIDE 4'-6 I/4" 4' I/4" cv w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY J ?6 ATTIGO 7'-6" GEILING HEIGHT 51DING/REQMT5. 4 ALL FINISH TRIM (A5 APPROVED BY OWNER). 2- GO +6a ACCESS 4"x4° SOLID ROOFING: EXISTING � �6 PAST HALLWAY O5D +s's O5D ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF 5HIN5LE5 (AS SELECTED 11w BY OWNER) OVER 15 LB. FELT 4 5/4" MIN. GDX PLYWD. SHEATHING. U5E 6 v ' v NAILS PER SHINGLE 4 PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. ►�( » wASHER DRYER 0 fo - _ FROM ALL ROOF EDGE5/BREAK5. ALL FASTENERS 4 FLASHING TO BE O �' u) 30" 5O IARE f®0TAer=5: CORROSION RESISTANT. BATH Q I r PGKT. EXISTING ACV 1� EXI5TIN6 m DR. - ROOF TIES: U } - o FOYER 050 5 1/2" BEDROOM 2 EXIST. BASEMENT (HABITABLE) = 1,176.23 S.F. PROVIDE IE5: N, G520 STRAPS, GUT TO LEN6R F/ MIN. 8- 8d NAILS, EACH 4 �n/ > END OF STRAP, AT EACH RAFTER ® I6"o.c. USED TO TIE ROOF RAFTERS TO 1� o6 EXIST. BASEMENT (NON-HABITABLE) = 255.14 S.F. r LI EXIST. FIRST FLOOR - 416.O41 S.F. WALL 5TUD5, BELOW. VERIFY PROPER AL16NMENT OF STUDS 4 RAFTERS FOR W Lu Z IIO-- O DOWN PROPOSED DINING AREA _ EXIST. GARAGE - 4100.7 S.F. CONNECTION OF TIES. n SD 12R POGKT. m TOTAL HABITABLE SPACE = 3,400 72 S.F. F---I Q Z EXISTING DR. DECK (UNCOVERED) = 337 15 S.F. WALL TIES: O _1 {# MUD ROOM (2)I xb EXISTING DECK (COVERED) = 1�12.2q S.F. REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : WHERE UPPER BEDROOM 3 ° TOTAL DECK = 550.04 S.F. LEVEL STUDS ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ W W O 0 3 o 0 o+b o SIMP50N C520 STRAPS o 16"o.c. USE MIN. 7-bd NAILS, EACH END OF STRAP. /"y� y� Z PANTRY (SEE 5TANDARD DETAILS, DWG. 1). h�++-ii W Cl I/ ' i 51LL/WALL TIES: 5'-II I/4" Q }- i tt REOV. ONLY AT WALLS 5UPPORTIN6 ROOF STRUCTURE : USE 5IMP50N G520, o+b PROPOSED PC'KT. 20 6AGE STEEL 5TRAP5 a Ib"o.c., GUT TO LEN6TH A5 REOV. FOR 7-:8d F-I i rL BATHROOM NAIL5, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF O �-- O O X- DR• WALL, IN LINE w/ 5TUD5. (5EE DETAIL, DWG. 1) - IT -� PJ D r 1L OPoS _ -- x- _____ HEADER: 'z I- i PORCH_ - ------ ____ - --------- - -J MIN. LEADERS: 3-2"x8" AT 2x6 WALLS, AND 2-2"x8" AT 2x4 tip In -- ---------------------------- -- I �- I I I WALLS/PARTITIONS, UNLESS NOTED OTHERWISE N.N.OJ. SPANS OF i jx LINE OF ROOF ABOVE 3R I &'-0" AND OVER;SUPPORT w/ DBL. 5TUD5, q'-O" AND OVER;SUPPORT I i I I w/TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF a - 5TRUGTURE. (� 3 FA5GIA/ 5OFFIT: @ O I"xb" FASCIA w/ 2"x 5UB-FA5GIA (AS NEEDED), SOFFIT: MATERIAL (T$D) w/ CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. VER5ATEX TRIMBOARD (or equal) AND/OR T46 WOOD TRIM AS SELECTED. INCLUDE 6UTTER5 4 LEADERS, AS APPROVED BY OWNER. 5UB-FLOOR: PR(PdG@4#o 2236 15 7 FLOOR PLAN 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGE5 OVER 50LID BLOGKIN6, GLUE 4 NAIL PLYWOOD TO FLOOR J015T5/FRAMIN5. - (VERIFY SPECIFIC UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS PROJECT5-223(b 5ELEGTED BY OWNER). A-4.DW6 RIM BOARD: AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEU5ER, ILEVEL;USE MIN. I" e-RIM BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILER5;USE 1V4" RIM BOARD. ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOCKS (PER J5T) UNDER ALL BEARING PARTITIONS 4 POSTS. SMOKE DETEGT0R5: QS A === 4 INGLUDING CARBON MONOXIDE DETECTION: PROVIDE BOTH AS PER CODE, TO BE HARD-WIRED AND INTERCONNECTED. (NOTE: ALL DEVICES, MAY NOT BE SHOWN: VERIFY ALL LOCATIONS, ON ALL LEVELS). EXIST. GAMBREL ROOF BEYOND oiul Lao ; Qmmmq Lao m. EXIST. 2" x 8" PROVIDE RIDGE VENT LUMMOVIEW RIDGE BOARD GOORDINATE W/ MECHANICAL G3 2"x6" LADDER TAO" RIDGE B MAINTAIN MIN Ill CONTRACTOR oOlaG�]OO[BM. MAINTAIN STAGE BETWEEN CONTRACTOR DIMENSIONAL a�IL G,@m s D G1C�'IC [n�M[ o FRAMING INSULATION 4 SHEATHINGS REQUIREMENTS FOR DUGTWORK 9 Gov T9g0� PRIOR TO FRAMING. 63�0r1��1"Og44 2" x�b" G.J. EXIST. ROOFING / SHEATHING TO R-30 TYP. 16 O.G. REMAIN 'I tI �� �o x 4" EXIST. 2 xb R.R. L�� R-21 TYP. PLT5 R-21 TYP. o 16" O.G. —If-VIE D B.O. GIRDER (3)2x12 GIRDER PROVIDE I RIGID „ „ „ INSULATION (R-6) EXIST. 2 x 6 G.J. �,-5 AFF »- (3)2 x 12 GIRDER 2"x8" G.J ® 16" O.G. @ 16" O.G. TO BE REMOVED EXIST. CANTILEVERED A OVERHANG TO REMAIN 8" FIBERGLASS GOLUMN5 BY < (2) 1 " x cl LVL = (NO GHANGE) HBtO TO BE WHITE / NEW SLIDING DOOR < = `; � ° t 44- BY ANDER50N REFER �nL��>>e: TO PLANS FOR —� SPEGIFIGATIONS HALL PROPOSED KIGTGHEN BEYOND PROPOSED DINING AREA EXIST. CANTILEVER BEYOND (NO CHANGE) D/W NEW 2" x 4" WD R-30 BATT INSUL. EXIST. 2" 4" WD A 6-26-23 REVISED AS EXIST. 5UBFLOOR �— x PER OWNER CHANGES EXIST. FIRST FLOOR I x 4 TO REMAIN FRAMED WALL FRAMED EXTERIOR TAG DECKING WALL ELEV. 0'-0" (DATUM) 2" x 10" P.T.D.J. 0 16" O.G. �� .� EXI5TING 2" x 10" F.5. @ 16" O.G. TO REMAIN (NO GHANGE) T.O. DECK ELEV -(0'-2") (2)TAT P.T. GIRDER (2)3/8" DIA. LAG 4"x4" NO. POST. TYP. BOLTS @ 2411 " GYP. BD. LAY IN GEILING NG GRADE W/ GB44 ANCHOR 5PAGING ® 6'-q �" 6RAPE BASE BY SIMPSON 15" DIA. GONGRETE 2x4 NO. FRAMED 2 xIO P.T. LEDGER SONOTUBE W/3500 - WALL MI6" O.G. EXIST. P.G. FOUNDATION ' I I PSI GONG. MIN. 36" BOARD W/ g" DIA x 4 �" N� 12"xl5ci"x4" GONG. I I BELOW GRADE LAG BOLTS STAGGERED PROP. PA05 © 5-O O.G. @) 52" O.G. W/ J5T. LOCATED AT STAIR I I HANGERS REG f�REP� R-15 BATT STRINGERS. I I \-Q) INSULATION I" RIGID INSUL. (R-6) VINYL PLANK FLOORING ON EXIST. GONG. SLAB � CT I O N TH U I T HE N 4 :;) I N I I O AREA ATTIG INSULATION 50ALE: 3/.5" = 1'-0" ATTIC, FLOOR FRAMING RIGID INSULATION "R-VALUE/DEPTH PER GLIMATE" COMPRESSIBLE 1,,EATHER5TRIPPIN6 AT PERIMETER OF ENGL05URE 51TE BUILT ATTIC ENGL05URE - MEGHANIGALLY SECURED EXIST. 2"x8" RIDGE BOARD 7— Lu �T� o EXIST. 2"xO" EXIST. 2"X6" EXIST. \,•� } RIDGE BOARD RR ® I6 O.G. ATTIG MEGHANIGAL LATCH TO Q EXIST. 211 X4 R-50 INSULATION (2) 1 x II SEAL AT KNEE WALL W/ �" PLT WEATHER TRIPPING H U �— Z 0 EXIST. STRUCTURAL KEEWALL SHALLBE MODIFIED _ INSTALLATION � NEW L.V LLON °R B.O. LVL —� Q Q EXIST. 2 x�� 2"X6" G.J. ® 16 O.G. ELEV. 12-O AFF �T� Q o iu R.R. ® I6 O.G. W Q BATT R-30 INSULATION Z Z (3 R-15 INSULATION ^ �— _ H O Q Z _ _ AIR 5EALI O A—T 0 o - - - - - - - - - - - - — � o EXIST. G.T. TO —BE REMOVED IN EXIST. (3) R-50 — — — — — � — I r Q LIVING ROOM, - 2" x 10" GIRDER INSULATION TO BE 2 x 6 G. .p 1LI TO BE REMOVED SCALE: 3/4"= I'-O" � ►n ki) DINING ROOM 4 N I - ENTRY TO ALLOW Q p FOR GATHEDRALED OVIDE 2"xb" N O GL0. SUPPLEMENTAL — MANUFACTURED RECESSED � LIGHT ENCLOSURE D INTERIOR WOO FRAMED FRAMING, � 45 00 EXIST. LIVING ROOM BATHROO EG. TO MASTER BEDROOM ATTIC INSULATION F1/2"GYPSUM BOARD � O d ONSTRUGT G ING J015T FRAY LLG. N MASTER DRYWALL CLIP d v EDROOM EXIST. 2"X4" WD FRAMING EXTERIOR WALL pG30dIM4#03 2256 EXIST. 5UBFLOOR L y t — TO REMAIN EXIST. FIRST FLOOR C �d INSULATED EXTERIOR WALL �QDD Co PROJECTS-2236 ELEV. O'-O" (DATUM) EXPANDING FOAM SEALANT AT PERIMETER A-5.DWG CONTINUOUS BEAD OF SEALANT EXTERIOR WALL SHEATHING EXIST. 2 XIO F.5. @ 16 O.G. DRYWALL GEILING TO REMAIN (NO CHANGE) EXISTING GRADE RE,-ES5ED LIGHTING FIXTURE ti 5 C-T I O N TH U AST AIR B ' AL I I O AT C 55 INTERIOR I I �T 5 CT I I O L i OH7I I O IN�t A77I C � ` ALL 1' `1I 7H Y ` ALL CL I F5 SCALE: I"= 1'-0" � SCALE: 1 1/2"= I'-0" �aCC4 Gr10oo 7 of 8 M ��r�� as �aa9 Qoaocaa AL 2919 G(gLrA\nlOO M ZrAW[EHIM �NJ IJoUCSU°O e e bF-- h ,,\ ti M+~` i ;Rt ' NL-W L: n, - ----------------------------------------------------- 6-26-23 REVI5ED A5 PER OWNER GHANGE5 --------------------------------------------------------------- D - I SEAR ELEVATION 8"x8" F I BERG LASS GOLUMN BY HB�C, TYP. I LINE OF ROOF ABOVE r----------------------------------1�------------------------------------------- 8° FIBERGLA55 GOLUMN5 BY HB$O TO BE WHITE I � " DEGKINC AS SELECTED 1 I BY OWNER. I I I I 2"x I O" PRESSURE TREATED (3)2x12 GIRDER I i EX15T. FRONT DOOR RIM JOIST 2" x 10" P.T.D.J. @ 16" O.G. WRAPPED IN ALUMINUM TO REMAIN 0 0 i PROP. CEILING FAN (2)2"A2" P.T. GIRDER w � -1 ' (A5 5ELEGTED BY OWNER) - z {— > I" x 4" T$0 DEGKING Wt1jz ' 4"x4" HID. POST. TYP. W/ 1 ' 2" x 5" P.T.D.-J. @ 16" O.G.PROP. GEILING FAN GB44 f�NGHOR BASE BY 1 (A5 5ELEGTED BY OWNER)1 S I MPSON W � 1 I (2)2 AO P.T. GRADE -U,} z T I I I—III—I I—III—I ° I=III—III—III—III- Z W O VINYL BEAD I � GIRDER I _ _ ___ _ _ __ BOARD GE IL I No 1 I GRADE I-;I I I�I I—I 11=1 I d '4 d : I I I—I I I—I I I—I I V I I i I—III=III=1 I I—I ° . I J I I—II 1=1 I I Z ZW3"' P.T. LEDGER BOARD 'I I�I I�11�1 III—III—I 11- Q — O III=11I-1I1=1 I-1II-111= 18" DIA. GONGRETE O O I I W/ 9" PIA x 4 '�" LAG BOLT I I— I I I —III=I 1 I sTAG6ERED 32° o.G. W/ III=III=1 • ., •.ad I-1 = SONOTUBE W/3�✓00 PSI 4"x4" WD. P05T. TYP. W/ 1 J5T. HANGERS III-111= GONG. MIN. 36 BELOW Q I I I I I —II I—I d i—III—I ILI I I�I I I ° . •i •° 111=1I CRIDE Q � I I GB44 ANCHOR BASE BY =III=1 I I=I � - . •• ,< • ' • I—ITI—I� � ' 5I MP5ON I I ,X 6" LED 1 i I I I H I I I • , ' : I I�I I I— V� o REGE55ED i i I I —III=III=I d I=III-1I p I 1 LINE OF EXIST. DWELLING I I I�I II • ` ° a I I(—I I L p LIGHTING , — — —� -111=1 I(—I .• . :: 1=111-1 — 18" DIA. CONCRETE 50NOTUBE I�I I a. - .• III—IIIj III=III=1 - • I=III= I 1 W/3500 P51 GONG. MIN. 36 I H I I • • I I 1=1' O00 BELOW GRADE I I11=1 a s 1=11 I- A'I I-1 I Id- • I I k � � o ,: ' I pG304G@4#o 2256 G I L. I I O F L.A I V Q%D (poL[R- PROJEGT5-2236 A-5.DWG DG3La��GrlC�#o �G[1C�C�4 MOoo 8 of 8 L..4 d��� Qo �Qaa9 aoaoceao G�[1Mf�G�G�1[�LaDg Gt)C�'�'In �lOo G3C3 �fl ° D� C��39 0�1��100`�4 0 S -.A L -daL S C C 0 DOC :V- � -`9 r �LrJL�°a -ddi!L 0 -Xl�L� -1"1 - AIL -4111L A -4 1 L Al A AlL -41L 0 -.IN S AIL 0 -All -ddl&- ODD E S -AILD -Alk -.9N C Alk. CAN IS CON7AC7 I N O fi�ATI ON EU I LE;) I NO r;� FA T1� NT 4 GOB 5 : { OWNER'S NAME: MICHAEL 4 LAUREN ROOD ADDRESS: a00 YENNEGOTT DRIVE SOUTHOLD, NY I1a71 PHONE: 646-853-3587 NOTE: ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF EMAIL: MIGHAELRODD781@6MAIL.GOM SOUTHOLD AND THE FOLLOWING: ���n n�o THIS APPLICATION/ PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK lJ STATE r;� �i 5 ON F OF 55IONAL 5TATE N NNECOTT DRIVE yE ENGINEERED STRUCTURAL COMPONENTS A5 PER ASGE -7-10 10-7-22 ISSUED FOR PERMITS OR N ® ® I CODE COMPLIANCE: � CONSTRUCTION. 5 &&018'30" E 137.a8' THESE PLANS HAVE BEEN PREPARED UDER THE 2020 RESIDENTIAL CODE OF NY5. ALL DETAILES AND INFORMATION HEREIN 15 CERTIFIED BY THE LISTED DESIGN PPROFE55IONAL AND IN COMPLIANCE WITH THE ZL 12-2a-22 REVISED A5 i- FOLLOWING: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, SUCH PLANS AND lz PER OWNER CHANOE5 SPECIFICATIONS ARE IN COMPLIANCE WITH THE CURRENT NY5 ENERGY CODE. mlz 1Il I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES 2. 2020 NY5 UNIFORM CODE SUPPLEMENT A 6-26-23 REVISED AS 3. 2020 IEGG PER OWNER GRANGES 5 N A L N O 7 5 4. ENGINEERED STRUCTURAL COMPONENTS PER A5GE -1-10 5. WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION FOR ONE AND TWO STORY FAMILY DWELLINGS 3 10-24-24 REVISED AS 1. THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS, SPECIFICATIONS ANb SITE TO VERIFY THERE SHALL BE NO DEVIATION IN GONSTRUTION PREGTICE FROM THE REGUIREMENY5 OF THESE DOCUMENTS. PER OWNER GHANGES MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED ON PREFROMANCE DATA ALL SITE CONDITIONS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL REPORT ANY AND MANUFACTURERS RECOMMENDATIONS. AND SUBSTITUTIONS WILL BECOME THE BURDEN AND INCONSISTENCIES TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION BEFORE BEGINNING z RESPONABILITY OF THE CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TE5TIN6 CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK I PROCEDURES, INCLUDING THE PRODUCTION OF ANSI TEST RESULTS , AAMA TEST RESULTS, ETC. HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. , PROP. y Al LCK I:)EFLl=-GTI0N5 OF 57RUG7. MEM5ER5 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE 81.25 S.F. Crete R501.7) THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR MASONRY PORCH FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL ] STRUCTURAL MEMBER ALLOW. DEFLECTION PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. 341-011em RAFTERS HAVING SLOPES 6REATER THAN 5/12 W/ NO FINI5HED CEILING ATTACHED TO L/180 3. ALL PHASES OF WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND ACCESSIBILITY '� (EX15T) 35'-0" H RAFTERS REQUIREMENTS CURRENTLY USED BY THE CITY, STATE, FEDERAL AND LOCAL ORDINANCES HAVING (EXIST) JURISDICTION OVER THE PROJECT. HOWEVER, WHERE THE DRAWINGS AND/OR SPECIFICATIONS ARE L� INTERIOR WALLS AND PARTITIONS H/180 MORE STRINGENT, THEY SHALL GOVERN. THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY EXIST. I CODE DISCREPANCY PRIOR TO CONSTRUCTION. 5,400.72 S.F. FLOORS AND PLASTERED CEILIN05 L/360 HOUSE EXIST. 4. WHEN INCLUDED IN THE DRAWING INDEX; THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE BLACKTOP O ALL OTHER STRUCTURAL MEMBERS L/240 PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE DRIVEWAY EXTERIOR WALLS WITH PLASTER OR 5TUCGO RESPONSIBILITY OF 'THE CONTRACTOR: TO CHECK AND COORDINATE ALL TRADES TO WORK WITH ALL H/360 DRAWINGS PRIOR TO INSTALLATION. ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS tzj SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO EXTERIOR WALLS - LOADS WITH BRITTLE FINISHES L/240 INSTALLATION OF WORK. I O EXTERIOR WALLS - LOADS WITH FLEXIBLE FINISHES L/120 EXIST. BILGO cv 5. THE CONTRACTOR SHALL PROVIDE, ALL SHORING AND BRACING REQUIRED TO ADEQUATELY DOOR 42,-150' - NOTE: L=SPAN LEN6TR, H= SPAN REICcRT. PROTECT PERSONNEL & ADJACENT PROPERTY AND ALSO TO ENSURE THE SAFETY OF THE PUBLIC A. THE SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND GLADDING LOADS FOR THE PURPOSE OF & STRUCTURE THROUGHOUT THE CONSTRUCTION PERIOD. PROP. DETERMINING DEFLECTION LIMITS HEREIN. PROP. COVERED PORTION 6. ALL DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK IS THE PROPERTY OF THE 550.04 S.F. OF DECK CONTRACTOR AND SHALL BE DISPOSED OF OFF SITE ACCORDANCE WITH ALL LOCAL, STATE AND DECK (TOTAL) 1a2.2a S.F. B. FOR CANTILEVERED MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. FEDERAL REGULATIONS. MAINTAIN BUILDING AREAS CLEAN AND FREE OF DEBRIS ON A DAILY GLIM TIG AND CEOCRAPHIG DF-51CN CR17ERIA7A5LE z BASIS. - "� O 7. CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING NOTE: R301.2(I) (SUPPOLfG COUNTY) W - W STRUCTURES OR ITEMS AND NEWLY INSTALLED MATERIALS DURING CONSTRUCTION. X 51TE PLAN IS BASED ON A SURVEY BY RODERICK GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE �„� } 8. CONTRACTOR SHALL KEEP A RECORD SET OF CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES ( - VAN TUYL PG., DATED OGTOBER 23, IaaS show TOPOGRAPHICAL SPECIAL WIND BORN DESIGN Wealheri Frostline DESIGN FLOOD AIR FREEZING MEANANNUAL �' O � � Termite BARRIER HAZARDS N DIMENSIONS ARE APPROXIMATE, SITE PLAN 15 NOT LOAD SPEED(MPH) EFFECTS REGION ZONE CATEGORY TEMP REQUIRED INDEX TEMP AND SHALL RECORD ALL ALTERATIONS FROM THE CONSTRUCTION DOCUMENTS. O <) TO BE USED AS A PROPERTY SURVEY 1nilekam MO W Q z IoY) 20 130 MPH NO NO coast F1 B SEVERE 3 g� MODERATE 9. ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. In - TAX MAP No. : I000-o55-6-7 TO HEAVY SEE BELOW YES No 599 51 ^ Q � � H 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. z _ 135.411 MANUAL J CRITERIA < -1 ELEVATION LAT WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING TEMPERATURE 11 I O 11. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED FOR WORK COMPLETION 5 88,57130" W HEATING COOLING CORRECTION DESIGN TEMP DIFFERENCE FACTOR TEMP COOLING � Z WITHOUT COMPROMISING THE QUALITY OF THE WORK. � 108 FT 41°IN 15°F 86°F 1.00 70°F F 55°F 12. ALL NEW WORK `SHALL CONFORM TO LOCAL, STATE & ADA CODES. coFERENCOLING TEMPERATURE wINEATING ITY wICOOLINND CITY COINCIDENT \ DIFFERENCE HEATING COOLING WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 13. ALL ELECTRICAL WORK SHALL BE FILED UNDER A SEPARATE APPLICATION BY A LICENSED ++'F 15MPH 7.5MPH 72°F MEDIUM(M) 40°� 32GR@50°kRH � O O CONTRACTOR. CLIMATE ZONE IS 4a C� �� � � OLU IFOR SI:1 POUND PER SQUARE FOOT=0.0479 kNhn.02,1 MILE PER HOUR=1.WWgi 14. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES a. WE:ATHERINGMAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECFSSARYTO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE 1 !L 1�,�� FILLED IN WITH WEATHERING INDEX(le.,"NEGLIGIBLE','MODERATE'OR'SEVEREJ FOR CONCRETE 4S DETERMINED FROM THE WEATHERING PROBABILITY MAP(FIGURE Ml2(3)) ^ Is) CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH 5CALE: NTS THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTMC34,C55,C62,C73,C90,C13,C2160RCM Imo-\I DEVIATIONS FROM THE OWNER AND ARCHITECT, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURERR403.1(1).THEJURISDICTIONSHALLFILLINTHEFROSTLINEDEPTHCOLUMNWITHTHEMINIMUMDEPTHOFFOOTING LU BELOW FINISH GRADE. ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT C. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH-VERY HEAVY,'MODERATE TOAEAVY',OR'NONE TO SLIGHT"IN ACCORDANCE WFTH FIGURE RMM2(6)DEPENDING ONWETHERTHERE �- THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND IT HAS BEEN A HISTORY OF LOCAL DAMAGE O SHALL INDEMNIFY AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ALL SUCH COSTS TO d. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH'MODERATE TOSEVERE','SLIGNTTO MODERATE'ORWETOSUGHT'IN ACCORDANCE WITH FIGURE RR3012M DEPENDING ONWETHER Do Q CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND THERE HAS BEENAHISTORYOFLOCALDAMAGE, LnnS-� - e. THE JURISDICATION SHALL FILL TIN THIS PART OF THE TABLE WITH WIND SPEED FROM THE BASIC WIND SPEED MAP(FIGURE RR3012(4)j WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON V PUNITIVE DAMAGE'S AND COSTS OF ANY NATURE RESULTING THEREFROM. SITE-SPECIFIC BASIS IN ACCORDANCE WITHRFW11A. LWl o0 f. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH SEISMIC DESIGN CATEGORY DETERMINED FROM RR30121. O 2 g. THE JURISDICATION SHALL FILL[IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE 0 OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARDAREAS),(B)THEDATE(S)OFTHECURRENTLYEFFECTIVEFIRMANDFBFM,OROTHERFLOODHAZARDMAPADOPTEDBYTHE00MMUNFTY,ASMAYBE oC� AMENDED. E= h. SEE FIGURE RR301.2(5)FOR GROUND SNOW LOADS. I� WINTER DESIGN TEMPERATURE: • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOW TEMPERATURE OF NOT LESS THAN Sr FAT A POINT3 FEETABOVE THE FLOOR ON DESIGN HEATING DAY • SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75°COOLING ) �Q�d��#0 2236 • DEGREE DAYS(NY LaGUARDIA)4811,WINTER DESIGN TEMP 15OF,DRY BULB 89'F,WET BULB 1S°F Mm IPC APPENDIX ID) • AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORMD SURFACE ROUGHNESS IS B • USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 0 0 y 0 D R v 0 PROJECTS-2236 T-I.DWG DWG. INITIAL LATEST ISSUANCE So FiI6- I:.&- AlL 0 A D W Y 0 1 C NO. DRAWING TITLE ISSUANCE REVISION NO. ATE DG3GQ�M�G�C�#o T-1 TITLE SHEET $ EX15TINO FLOOR PLAN 10-1-22 3 10-24-24 N- SPECIFICATIONS 10=f-22 9 - A-2 REMOVAL PLAN $ NOTES 10-1-22 3 10-24-24 - US U out T (:-10 2 2 A-3 FIRST FLOOR PLAN 4 NOTES 10-7-22 3 10-24-24"' B E R 9 A-4 BASEMENT PLAN 4 NOTES 10-1-22 3 10-24-24 A-5 SECTIONS $ DETAILS - 3 10-24-24 A-6 REFLECTED GEILIN6 PLAN, ELEVATION, SECTIONS 4 DETAILS - 3 10-24-24 n, DIVISION 1 - GENERAL REQUIREMENTS 8. BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A CONTINUOUS LEVEL FLAT SOLID BEARING SURFACE DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: FOR ALL BEAMS. A. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. A. ROOFING: B. BUILDING CODE AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. DIVISION 6 - WOOD 1. FIBERGLASS SHINGLES: THIRTY (30) YEAR SELF SEALING SHINGLES OVER 1 LAYER OF 30# ASPHALT SATURATED FELT UNDERLAYMENT C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. A. LUMBER GRADE: AMERICAN SOFTWOOD LUMBER STANDARD UNLESS OTHERWISE NOTED. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. D. IN AREAS WHI-RE THE DRAWINGS DO NOT ADDRESS METHODICALLY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN 2. CEDAR SHAKES: #2 GRADE RED-LABEL CEDAR SHAKES (18" 1 X .45"T) OVER ONE LAYER 30# A.S.F. UNDERLAYMENT. INSTALL WITH 4 STRICT GRADING SHALL COMPLY WITH DOC PS 20-70 AND APPLICABLE WESTERN WOOD PRODUCTS ASSOCIATION STANDARDS. 1/2" WEATHER EXPOSURE. APPLY AN 18" WIDE STRIP OF 30# A.S.F. OVER EACH COURSE OF SHAKES, 9" FROM BOTTOM EDGE OF SHAKE COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. EXTENDING OVER TOP OF SHAKE AND ONTO SHEATHING. 1. ALL LUMBER SHALL BE, UNLESS OTHERWISE NOTED, NO. 2 GRADE. DOUGLAS FIR-LARCH WITH THE FOLLOWING MINIMUM STRUCTURAL 3. EAVE FLASHING: SEE NOTE B-4, BELOW. 2. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR VALUES. dCmpip AND HIS SUBCONTRACTORS A. EXTREME FIBER BENDING STRESS: 2 X & WIDER FB 875 PSI B. Flashina: L°aG3C�G��4C�C��f,B. HORIZONTAL SHEAR: FV = 95 PSI 1. ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE 3. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD C. COMPRESSION PERPENDICULAR TO GRAIN: FCL = 625 PSI CORROSION-RESISTANT CONSULT DESIGN PROFESSIONAL IN CASE OF QUESTION. D. COMPRESSION PARALLEL TO GRAIN: FC = 1300 PSI 2. FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED MATERIAL TO EXTEND AT LEAST 4" BEHIND WALLCOVERING. E. MODULUS OF ELASTICITY: E = 1,600,000 PSI COVER ALL EXPOSED PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER. nowt G3G[ mlog 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. F. MOISTURE CONTENT: 19 % MAXIMUM 3. STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK WOOD BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR 2. OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPECIES SHALL MEET OR EXCEED REQUIREMENTS NOTED ABOVE. WALLS OR ROOF SURFACES. 5. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS; WHEN IN THE OPINION OF THE 3. MOISTURE CONTENT: ALL LUMBER 4" AND DEEPER SHALL HAVE MOISTURE CONTENT NOT GREATER THAN 19 %, AIR DRIED LUMBER IS 4. EAVE FLASHING SHALL CONSIST OF TWO LAYERS OF 15# A.S.F. CEMENTED TOGETHER IN ADDITION TO REQUIRED NAILING FROM THEEDGE CONTRACTOR, A DISCREPANCY EXISTS HE SHALL PROMPTLY NOTIFY THE ARCHITECT, IN WRITING, BEFORE PROCEEDING WITH DESIRED BUT NOT NECESSARY. LUMBER MAY BE KILN DRIED, HOWEVER DRYING PROCESS MUST BE SLOW AND REGULATED TO CAUSE A OF THE EAVE UP THE ROOF TO OVERLAY A POINT 24 INCHES INSIDE THE INTERIOR WALL LINE OF THE BUILDING. ��n n ❑ THE WORK OR HE SHALL BE RESPONSIBLE FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. MINIMUM AMOUNT OF CHECKING, COMPARABLE WITH AIR DRIED STOCK. C. ATTIC VENTILATION: /�1L5 4. ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED IN 1. ENCLOSED ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR SEPARATE SPACE WITH SCREENED 6. OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED AS PART OF THE CONDITIONS FOR THE ACCORDANCE WITH AF&PA STANDARDS AND STAMPED "GROUND CONTACT 0.40 LBS/CUBIC FOOT". VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN ACCORDANCE WITH THE WFCM, WORK. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, CURRENT 5. GRADE STAMPS SHALL APPEAR ON ALL LUMBER. AND NYS AND LOCAL CODES AND ORDINANCES. SEE DETAILS ON ARCHITECTURAL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACCEPTABLE BUILDING 6. STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO WEATHER. PLANS FOR LOCATIONS AND DETAILS. PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. B. FLITCH BEAMS: DIVISION 8 - DOORS AND WINDOWS 1. FLITCH BEAMS SHALL HAVE A MINIMUM FB = 15000, E=11.4 WITH 1/2" BOLTS LOCATED NOT CLOSER THAN 2" FROM THE TOP AND A. General 7. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, BOTTOM EDGE UNLESS OTHERWISE NOTED. THERE SHALL BE A BOLT TOP AND BOTTOM 2 FROM EACH END (SEE TYPICAL FLITCH PLATE 1. WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS (120 MPH WIND ZONE OR WITH-IN ONE MILE OF THE OCEAN BAY AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CLIENT OR HIS CONTRACTORS, SUBCONTRACTORS, OR ANYONE BOLT PATTERN DETAIL). AND SOUND) SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT DOCUMENTS. C. JOIST HANGERS: PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTME 1996 AND OF ASTME 1886 8. ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR SITEWORK, PLUMBING SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND 1• ALL PURLINS, JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL BE SUPPORTED EXCEPTION: HEATING, VENTILATING, FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOT A PART OF THE PROFESSIONAL 2. JOIST HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO ASTM-A525, MIN. 22 GAUGE. PRODUCTS ACCEPTABLE SHALL BE SIMPSON KANT-SAG, OR EQUIVALENT. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11.1 MM) AND A MAXIMUM SPAN OF 8 FEET (2438 MM) SHALL SERVICES PROVIDED TO THE CLIENT BY THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES , BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED WITH THESE DOCUMENTS BY ANY OF THE ABOVE LISTED SERVICES AS SHOWN IN DOCUMENTS PREPARED BY OTHERS SHOULD D. BOLTS IN WOOD FRAMING: OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF THE BE INDICATED IN WRITING TO THE ARCHITECT IMMEDIATELY. RESIDENTIAL CODE OF NEW YORK STATE. 1. ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE r nn nn 9. PRIOR TO APPLICATION FOR BUILDING PERMITS, THE CONTRACTOR WILL FURNISH THE ARCHITECT WITH TWO SETS OF SHOP WASHERS. 2. ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL. SIZES INDICATED ON PLANS ARE D��V�° DRAWINGS OF ALL PREFABRICATED COMPONENTS, ONE SET TO BE RETAINED BY ARCHITECT, THE OTHER SET TO BE RETURNED NOMINAL ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER TO DETERMINE EXACT SIZES, ROUGH OPENING, ETC. AT LEAST ONE TO CONTRACTOR AFTER REVIEW. ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED TO ROOF TRUSSES 2. STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS: FLOOR TRUSSES, STAIRS, CABINETS, VANITIES, ETC. SHOULD THE DESIGN OR CONFIGURATIONS OF ANY PREFABRICATED A. 1/2" AND 5/8" DIAM. BOLTS - 2-1/4" SQ. X 5/16" WINDOW FROM EACH BEDROOM AREA SHALL HAVE A NET CLEAR OPENING AREA OF 5.T SQ. FT. (GRADE FLOOR 5.0 SQ. FT.) WITH A 10--1-22 ISSUED FOR PERMITS COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY APPROVED SHOP DRAWINGS, THE ARCHITECT SHALL BE B. 3/4" DIA. BOLTS-2-5/8" SQ. X 5/16". NET CLEAR HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20", AND A SILL HEIGHT OF 44" OR LESS ABOVE THE FLOOR FOR EGRESS PURPOSES. GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITHIN 18" OF THE FLOOR, 4 GONSTRUGTION. FURNISHED, PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING THE REVISION. IF THE ARCHITECT IS NOT 3. EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16" LARGER THAN DIAMETER OF BOLT. PROVIDED WITH THE ABOVE INFORMATION, THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ARCHITECT FROM 4. FOR SILL ANCHORS, SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS. WHICH MAY BE SUBJECT TO FREQUENT AND RECURRENT ACCIDENTAL HUMAN IMPACT, GLAZING IN ANY DOOR ENCLOSING SHOWER, TUB, ANY CLAIM OR SUITE WHATSOEVER, INCLUDING BUT NOT LIMITED TO, ALL PAYMENTS, EXPENSES OR COSTS INCLUDED, ARISING SOUND OR STEAM ROOM, ANY INDIVIDUAL PANE OF GLASS WITH AN THE AREA GREATER THAN 9.0 SQ FT, WERE THE BOTTOM IS LESS OR ALLEGED TO HAVE ARISEN FROM PREFABRICATED ITEMS. E. LAG BOLTS: THAN 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WINDOW, GLAZING OF WALLS OF SPAS, HOT, TUBS OR INDOOR 1. SHALL BE OF STRUCTURAL GRADE STEEL. POOLS WITHIN 5'-0 OF THE WATER, GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE 10. THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS SHALL BE VERIFIED BY THE CONTRACTOR FOR 2. WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM SHALL BE TEMPERED AS PER RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL CODES AND ORDINANCES. THE REQUIREMENT DOES CONFORMANCE TO LOCAL CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THESE SPECIFICATIONS AND 2/3 DEPTH OF MEMBERS BEING BOLTED TOGETHER. NOT APPLY IF BOTTOM EDGE THE GLASS IS MORE THAN 60" ABOVE THE FLOOR LOCAL CODES OR CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF THE DISCREPANCY AND SPECIAL ENGINEERING REQUIREMENTS SHALL BE APPLIED TO INSURE THE BUILDING'S STRUCTURAL INTEGRITY. F. ALTERING STRUCTURAL MEMBERS: 1. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE DIVISION 9 - FINISHES 11. THESE REQUIREMENTS MAY BE SUPERSEDED BY MORE STRINGENT INFORMATION CONTAINED WITHIN ARCHITECT. DO NOT ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. A. GENERAL THE DRAWINGS. THE MORE STRINGENT SHALL BE FOLLOWED. 1. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK G. BUILT-UP BEAMS: STATE AND LOCAL CODES AND ORDINANCES (AS APPLICABLE). 12. SOIL CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDITIONS: 1. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE INTERCONNECTED AS FOLLOWS: 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. STORAGE SHOULD BEARING CAPACITY: MIN. 2000 PSF. FIELD VERIFIED UNDER ALL FOOTINGS AND REINFORCED SLABS. A. MEMBERS 9-1/4" AND LESS IN DEPTH: GLUE AND INTERNAIL W/2 ROWS 16D NAILS AT 12" O.C. STAGGERED. BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WATER TABLE: MIN. 2'-0" BELOW BOTTOM OF ALL CONCRETE SLABS AND FOOTINGS. FOOTINGS, FOUNDATIONS, WALLS, AND B. MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE 3 X MEMBERS THROUGH BOLT WITH 1/2" DIAMETER MACHINE BOLTS AT 3. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS EXCEPT THOSE EDGES WHICH ARE SLABS SHALL NOT BE PLACED ON OR IN MARINE CLAY, PEAT AND OTHER ORGANIC MATERIALS. 24" O.C. STAGGERED. PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION IS NOT REQUIRED. 13. LIVE LOADS: ROOF: 20PSF. FLOOR: 40PSF (EXCEPT SLEEPING ROOMS: 30PSF). EXTERIOR BALCONIES: 60PSF. STAIR H. CUTTING OF BEAMS. JOIST AND RAFTERS: 4. THE SIZES AND SPACING OF FASTENERS SHALL COMPLY WITH THE RESIDENTIAL CODE OF NYS AND LOCAL CODES AND ORDINANCES LANDINGS: 40PSF. WIND LOAD: 15PSF. GARAGE: 50PSF. MAXIMUM FOUNDATION LATERAL PRESSURE: 40PSF. DEAD LOADS: 1. CUTTING OF WOOD BEAMS, JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH (AS APPLICABLE). 1OPSF. DECKS: 40PSF. ATTICS WITHOUT STORAGE 1OPSF. ATTICS WITH STORAGE 20PSF. GUARDRAILS & HANDRAILS 20OPSF. OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE OF 1/3 OF THE SPAN. NOTCH DEPTH OF THE ENDS AT THE MEMBER 5. PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TUBS AND SHOWERS AS SHOWN ON DETAILS IN ARCHITECTURAL SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. HOLES BORED OR OUT INTO JOIST SHALL NOT BE CLOSER THAN 2 INCHES TO DRAWINGS. 14. BOTTOM OF FOOTINGS SHALL EXTEND BELOW FROST LINE OF THE LOCALITY AND MINIMUM 3'-0" BELOW EXISTING GRADE 6. FIRE-RESISTIVE CONSTRUCTION: GARAGE CEILINGS AND WALLS WHEN ADJACENT TO A DWELLING UNIT SHALL BE OF RATED TO UNDISTURBED SOIL OR SOIL COMPACTED TO 95 AS VERIFIED BY A SOILS ENGINEER LICENSED IN THE LOCALITY WHERE THE TIP OR BOTTOM OF THE JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE CONSTRUCTION ACCORDING TO THE UL DESIGN SPECIFIED ON THE DRAWINGS WHEN UNITS ARE DESIGNED UNDER NYS STANDARDS AS ENDS OF MEMBERS. PROJECT IS BEING BUILT. TENSION SIDE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER NOMINAL THICKNESS SHALL NOT BE NOTCHED, EXCEPT AT INDICATED ON THE DRAWINGS. (5/8" TYPE X WALLS AND CEILINGS) 15. ALL FOUNDATION WALL BACKFILL UNDER SLABS WHERE DISTANCE FROM EDGE OF WALL TO EDGE OF UNDISTURBED SOIL DIVISION 15 - MECHANICAL I. PIPES IN STUD BEARING NAILS OR SHEAR NAILS:EXCEEDS 16", BUT LESS THAN 4'-0", SHALL CONSIST OF CLEAN, POROUS, SOIL COMPACTED IN 6" LAYERS TO 95 OR 1. NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL NOT BE MORE THAN 1/3 THE DEPTH OF THE STUD. A. HEATING VENTILATION AND AIR CONDITIONING: PROVIDE #4 REBAR AT 2'-0" O.C., 1'-O" BEYOND EDGE OF UNDISTURBED SOIL AND 1'-0" INTO FOUNDATION WALL. 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF THE GOVERNING AGENCIES. J. BRIDGING AND BLOCKING: 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC. TO 16. FREE DRAINING GRANULAR BACKFILL (SM OR BETTER) SHALL BE USED AGAINST FOUNDATION WALLS CONSISTENT WITH THE 1. THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE ENGINEER PRIOR TO INSTALLATION. MECHANICAL SUBCONTRACTOR TO REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ENGINEER ARCHITECTURAL PLjkNS AND RELATED DETAILS. EQUIVALENT FLUID PRESSURE OF BACKFILL NOT TO EXCEED 40PCF (POUNDS BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BY THREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF EQUIVALENT METAL OF ANY MECHANICAL AND STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. PER CUBIC FOOT). IF BACKFILL PRESSURES EXCEED 40PCF, THEN WALLS MUST BE DESIGNED FOR ACTUAL PRESSURES BY A BRACING OF EQUAL RIGIDITY. MIDSPAN BRIDGING IS NOT REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT 3. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT IS BEING BUILT EXCEED TWELVE INCHES NOMINAL. BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS NOT OTHERWISE OF THE WORK PERFORMED BY OTHERS. PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS OF EIGHT FEET WITH MINIMUM OF 2 X SOLID MATERIAL WITH TIGHT JOINTS. B. PLUMBING: 17. UNBALANCED FILL NOT TO EXCEED 7'-0" UNLESS OTHERWISE NOTED AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. PROVIDE 2 X FIRESTOPS AT MID-POINT VERTICALLY OF STUD WALL. BRIDGING AS REQUIRED BY FLOOR TRUSS MANUFACTURER'S PRINTED 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF GOVERNING AGENCIES. BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL SLABS-ON-GRADE AND FRAMED FLOORS ARE IN PLACE AND HAVE INSTRUCTIONS. 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION REACHED THEIR DESIGN STRENGTH. I PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS WHEN OF THE WORK PERFORMED BY OTHERS. BACKFILLING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES, BACKFILL BOTH SIDES SIMULTANEOUSLY. K. LINTEL SCHEDULE: 3. PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY THE ENGINEER OF ANY PLUMBING, DIVISION 3 - CONCRET 1. UNLESS OTHERWISE SHOWN, PROVIDE 1 LINTEL WITH 6" MINIMUM BEARING FOR EACH 4" OF WALL THICKNESS. HVAC, STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. DIVISION 16 - ELECTRICAL A. General: 2. LINTEL SCHEDULE: (UON)1. THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS: SPAN: SIZE OF MEMBER 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND SHALL COMPLY WITH � ITEM MIN. COMP. STRENGTH MIN. AGGREGATE SIZE SLUMP UP TO 4'-0" 3 1/2 X 3 1/2 X 1/2 OR 2-2X6 THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. 0 28 Days (PSI) 4'-1" TO 5'-0" 4 X 3 1/2 X 5/16 OR 2-2X8 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE z FOOTINGS 3,000 1/2"-1" 4" WORK f 1" w IDSLAB-ON-GRADE 2,500 1/2"-1" 4"f1/2" 5'-1" TO 6'-0" 5 X 3 1/2 X 5/16 OR 2-2X10 PERFORMED BY OTHERS. H Lj WALLS 3, 00 1/2"-1" 4"f 1 6'-1" TO 8'-0" 6 X 3 1/2 X 3/8 OR 2-2X 12 3. INSTALLATION: U > H GARAGE SLABS & EXTERIOR SLABS 3,500 AIR 4 " w 5% A. ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO WEATHER SHALL BE WEATHERPROOF. Q 1-1 1/2"-1" IR 1 ENTRAINMENT �L. PLYWOOD: B. BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE LOCATED 5" ABOVE COUNTER TOP UNLESS OTHERWISE NOTED ON DRAWINGS. } Z 1. ALL PLYWOOD SHALL BE DOUG FIR OR EQUAL. IT SHALL BE MANUFACTURED AND GRADED IN ACCORDANCE WITH DOC PS 1-95 FOR C. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FINISH FLOOR AND 12'-0" O.C. HORIZONTALLY. ALL RECEPTACLES w W Q Z 2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI-318 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD WITHIN Q 2. EACH PLYWOOD SHEET SHALL BEAR THE "APA" TRADEMARK. 6'-0" HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL BE WIRED TO A GROUND FAULT INTERRUPTED CIRCUIT. [-- BUILDINGS. 3. ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING MEMBERS. D. WALL SWITCHES TO BE 48" ABOVE FLOOR. -� p J Q 4. THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE JOISTS AND TRUSSES AND PARALLEL TO THE STUDS. E. ALL SMOKE DETECTORS TO BE LINE VOLTAGE AND WIRED IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL. �T� Q U p 3. ALL REINFORCEMENT, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS SHALL BE POSITIVELY SECURED IN PLACE AND 5. NAILS SHALL BE PLACED 3 8" MINIMUM FROM THE EDGE OF THE SHEETS. THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS EACH FLOOR LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN SMOKE DETECTOR IN ADDITION TO A W W = � LOCATED ACCORDING TO THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS / Z - Z SHALL BE 1 1/2" FOR 8D NAILS AND 1 3/8" FOR 10D NAILS. SMOKE DETECTOR LOCATED IN A HALLWAY OUTSIDE THE BEDROOMS. B. REINFORCING STEEL: 6. ALL FLOORS SHALL BE NAILED AS PER NAILING SCHEDULE. F. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOCATED AT EACH LEVEL OF THE DWELLING , INCLUDING THE BASEMENT WED 1. REINFORCING STEEL SHALL BE 114TERMEDIATE GRADE NEW BILLET DEFORMED BARS GRADE 60 CONFORMING TO ASTM & OR CELLAR. ^ ED 615. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. M. CORNER BRACING: 0 2. DETAILING, FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI-318-99 MANUAL OF 1. UNLESS OTHERWISE NOTED, BRACE EXTERIOR CORNERS OF BUILDING WITH 1 X 4 DIAGONALS, LET INTO STUDS, OR WITH 4 X 8 0 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE PLYWOOD SHEET OF THICKNESS TO MATCH THAT OF SHEATHING, OR WITH METAL STRAP DEVICES INSTALLED IN ACCORDANCE NAILING O I- tT SCHEDULE P4 H r t:_) 2. LAP PLATES AT ALL CORNERS. Q 3. ALL REINFORCING BARS WHICH INTERCEPT PERPENDICULAR ELEMENTS SHALL TERMINATE IN HOOKS, PLACED TWO (2) WQ �INCHES CLEAR FROM OUTER FACE OF ELEMENT. N. NAILING: (� 4. THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE 1. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN WFCM, (SEE ATTACHED SCHEDULE) AND ALL STATE AND LOCAL BUILDING O POUR. NO CONCRETE SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD. FOOTINGS SHALL BE CODES, OR MAUFACTURER'S RECOMMENDATIONS. DEWATERED PRIOR TO PLACEMENT OF CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN - INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED LICENSED INSPECTOR. 0. FIRE STOPPING: " 1. FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOT1 VERTICAL AND HORIZONTAL) WITH 2" � 5. MINIMUM PROTE7CTIVE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: NOMINAL LUMBER OR 2 THICKNESSES OF 1" NOMINAL LUMBER WITH BROKEN LAP JOINTS OR OTHER APPROVED MATERIAL. z d A. FOOTINGS: 3 B. BEAMS AND COLUMNS: 2" P. ALIGNMENT: a � � a C. SLAB: 3/4" (WIRE MESH TO BE PLACED AT MID-DEPTH OF SLAB) 1. ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX (3) INCHES AND BE NAILED TOGETHER WITH MIN. D. WALLS - 1 1/4" AT INTERIOR FACE: 3" AT EXTERIOR FACE. (3) 10D FACE NAILS. ( (SEE ATTACHED NAILING SCHEDULE FOR SUPERCEEDING REQUIREMENTS) C. FOUNDATION: 2. WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY METAL STRAPS. pR@41E@4#1-3 2236 1. FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS SHALL BEAR A MINIMUM OF 1"-0" INTO ORIGINAL UNDISTURBED SOIL AND A, MINIMUM OF 3'-0" BELOW FINISHED GRADE. WHERE REQUIRED, STEP FOOTINGS TO Q. PARTITIONS: (��e [ �L1,[o PROJECTS-2236 RATIO OF 2 HORIZONTAL TO 1 VERTICAL. 1. GENERAL: N-I.DW6 2. WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATIONS, SUCH CHANGES SHALL BE MADE AS DIRECTED BY THE ARCHITECT. A. PROVIDE SOLID BLOCKING AT 4'-0" O.C. BETWEEN THE JOIST AND FIRST INTERIOR PARALLEL JOIST. 3. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED INSPECTOR PRIOR TO B. SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST BE STAGGERED A MINIMUM OF 4'-0". THE PLACING OF ANY CONCRETE. SAME SHALL BE GIVEN FORTY-EIGHT (48) HOURS NOTICE FOR THIS OBSERVATION. C. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. 4. SOIL INVESTIGATION AND REPORT: ALL EARTH WORK, COMPACTION AND SUPERVISIONS SHALL BE DONE ACCORDING TO D. STRUCTURAL VARIATIONS ARE ALLOWED IF SUBSTANTIATED BY ENGINEERING CALCULATIONS. STAMPED BY PROFESSIONAL ENGINEER THE LICENSED TO PRACTICE IN THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. ONE SET OF CALCULATIONS TO BE PROVIDED TO RECOMMENDATIONS OF THE SOIL IN'✓ESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAL ENGINEER. CONCRETE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. SLAB E. LAP TOP PLATES AT CORNERS AND INTERSECTIONS. AND FOOTING CALCULATIONS ARE BASED ON A 2,000 PSF VALUE. IF ON-SITE TEST BORING INDICATE LESSER VALUES, 2. BEARING WALLS SUPPORTING ONE FLOOR OR MORE: NOTIFY ARCHITECT, IN WRITING, SO THAT NECESSARY STRUCTURAL MODIFICATIONS CAN BE MADE. A. PARTITIONS MUST BE CONSTRUCTED OF MINIMUM 2 X 4 STUDS SPACED 16" O.C. OF TYPE LUMBER SPECIFIED. 5. SLAB-ON-GRADE SHALL BE 4" THICK REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AND SHALL BE PLACED ON 6 MIL.VAPOR BARRIER ON 4" CRUSHED STONE. B. IF A DOUBLE TOP PLATE OF LESS THAN 2-2 X 6'S OR 3-2 X 4'S IS USED, FLOOR JOISTS SHALL BE CENTERED DIRECTLY OVER 6. SLAB-ON-GRADE AT PORCHES SHALL BE 4" THICK UNLESS OTHERWISE NOTED. AND BELOW BEARING WALL STUDS WITH A TOLERANCE OF NO MORE THAN 1" UNLESS SUBSTANTIATED BY ENGINEERING CALCULATIONS. 7. INSTALL ANCHOR STRAPS AS PER MFG. RECOMMENDATIONS: 12" FROM CORNERS AND INTERVALS AS PER PLANS. C. BEARING STUD WALLS MUST BE SHEATHED WITH A MINIMUM 1/2" GYPSUM BOARD FASTENED ACCORDING TO DRYWALL MANUFACTURER MINIMUM EMBEDMENT FOR ANCHORS SHALL BE AS SPECIFIED BY MANUFACTURER. RECOMMENDATION. �G[1CC [ 4 MO°o 2 0f 8 TABLE 5.1 FA5TE:NER SCHEDULE FOR STUGTURAI. MEMBERS � �,�M j ( � I�I �®� JOINT DE5GRIPTION NUMBER AND TYPE OF NAIL SPACING I� FA5TENER ROOF FRAMING Rafter to Toe Plate oe-nailed 3-8d per rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLA5 FIR-LARGH 6ellinci Joist to To Plate Toe-nalled 3-8d per olst STRUCTURAL GRADE NO. 2 OR BETTER. Gellln Joist to Parallel Rafter Face-nailed 4-16d each 11012 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. Gellln Jolf La e over Partitions Face-nalled 4-16d each la 3. ALL 5HEATHIN6 TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. Gollar Tie to Rafter ace-nalled 4-Sd er tie PERIMETER PANR 5 AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED ® 4" O.G. �([ [?� �e o ��e ]G]! �e °�� e�� Blockin to Rafter Toe-nailed 2-Sd each end ALONG EDGES 4 6" O.G. IN FIELD W/SOLID BLK6. UNDER ALL SEAMS. QQ���4��,4 9 Rim Board to Rafter End-nailed 2-16d each end 4. USE SOLID BLOCKING OR X- BRAGING BETWEEN ALL J015T5 0 8'-0" MAX. 5PAGING. WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS. To Plate to To Plate Face-Walled 2-Ibd er foot 6. ALL FLUSH VV. CONNECTIONS TO BE FASTENED W/RATED 6ALV. METAL T Plate at Intersections Toe-Haile:d 4-Ibd oints -each side CONNECTORS BY SIMP50N (OR EQUAL). RM R0M 9@ MdEH UE Stud to Stud ace-nalled i6d 24 oz. G3OWIEG MIE s o 9 mmw�IOO G3G3 9 9 ° 0 9 Header to Header Face-nalle 2-I6d 16" o.c. aloncl edges O L.A I j� I O N®7 5 " " To or Bottom Plate to Stud d-nalle 2-16d per 2x4 stud I 3-16d per 2x6 stud ^���❑ 4-I6d per 2x8 stud CC��J ❑ WINDOWS / 5L. 6L. DOORS AS MANUF. BY ANDERSEN STORMWATCH W/ Bottom Plate to Floor Joist,Band ois,End oist or Block ace-mile 2-I&LI 12 per foot INSUL. GLA55, IMPACT RE-515TANT 4 DESIGN PRESSURE RATED AS REQ'D FLOOR FRAMING BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- PROVIDE PRECUT, PREDRILLED PLYWOOD,7/16" THICK. Joist to 5111, To Plate or Girder Toe-Halle 4-Sd er oist INCLUDE ATTACHMENT HARDWARE: Grid rn to Joist Toe-Haile 2-Sd each end 2 1/2" N0.8 HP. 5GREW5 0 16" O.G. F/ SPANS LE55 OR EQUAL 4 FEET Blocking to Joist Toe-nailed 2-Sd each end ® 10" O.G. F/SPANS BETWEEN 4 4 6 FEET, l3lockinci to 5111 or To Plate Toe-nalled - each block AND 0 12" O.G. F/ 5PAN5 BETWEEN 6 4 8 FEET. Ledger 5tri to Beam Face-nalled 3-16d each Joist 4 1 Joist on Ledcler to Beam Toe-nailed 3-8d per Joist Band Joist to Joist End-nalled 3-Ibd Iper Joist BUILDER TO VERIFY 4 CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to 5111 or LORPlate Toe--nalled) I per lol5t WITH OWNER. ✓ 1 ROOF 5-BATHING OPTION: PROV. I"x4" PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. 5trvctural Panels lad 6" ed e /6" field PANELS. PREDRILL HOLES F/HARDWARE, PROV. PLASTIC INSERTS TO PROTECT 2" x 6" RR 0 16" O.G. Dla onal Board 5heathln FROM WEATHER, ETC. (VERIFY DETAILS) SIMPSON LSTA 30-180A. I"xb" or i"x8" 2-Sdper support RIDGE STRAPS AT EA. I"xlo" or wider per support TYP. ROOFING RAFTER. Gl=1LIN6 54-IEATHIN6 �� I ���I � � � ®� ��� I um Wallboard Sd coolers 7" ed e 10" field! I" MIN. AIR SPACE OR �\ vvALL SHEATHING ABOVE 1N5UL. / \ �I 2"x4" COLLAR TIES AT n n Structural Panels Sd 6" ed e / 12 field I I TER I A : 16" O.G. �" DOWN Fiberboard Panels BETWEEN RIDGE AND 25/3 2" 8d 3" edge 6" field bd 3 ed a /6 field AMERIC AN FOREST AND PAPER ASSOGIATION (AF$PA) I/2" G.w.B. GEILINO JOISTS. 25/3 / WOOD FRAME GONSTRUGTION MANUAL FOR sum Wallboard Sd coolers �" ed e / 10" field R-6 I" RIGID INSULATION Hardboard 8d 6" ed e / 12" florid ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) + + + + 10-1-22 ISSUED FOR PERMITS Particleboard Panels 8d b" ed e / 12" field R_21 + + + + 4 GONSTRUGTION. Dla onal Board 54ieathln INSULATION I"xb" or I"xb" 2-8d per support GROUND SNOW LOAD 30 PSF I"xl0" or wider 3-8d er s ort FLOOR SHEATHING WIND 5F'EED : SOUTHOLD 150 MPH (3 SECOND GUST) Structural Panels WIND EXPOSURE GATEGORY B ( SUBURBAN, SEMI-WOODED) I" or less Sd 6" ed e / 12" field SEISMIC DE516N GATEGORY C neater than I" IOd 6" edge, /6" field Dla oral Board 5heathing WEATHERING AREA SEVERE I"xb' or I"xb" - per support x O or wider 3-8d per support ICE SHIELD YES ROOF SHINSLE5 I FR05T LINE DEPTH 3'-0" G O NN. A f�7 E3aly, stl. min. 12 go. sank w/a min. 3/8" dia.head. fastener shall penetrate TERMITE AREA MODERATE TO HEAVY I N5UL. RAFTER Asphalt roof shingles through the, roofing materials and a min. of 3/4" Into roof sheathing and shall I roofinq manufacturer and provide no less than 4 fasteners per strip shingle. DECAY AREA SLIGHT TO MODERATE 1" = 1'-0" 1 Nailing requirements are based on wall sheathing nailed 6" on center at the panel edge. If wall sheathing Is nailed WINTER DE51ON TEMP II 3"on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. 2Men wall sheathing is continuous over-connected members,the tabulated number of nails shall be, permitted to be I®� reduced to I-trod nail per foot. I R302A Wail and telling finishes not including trim, door, and window frames shall have a flame-spread classification of not greater than 200. Wall and telling finishes shall have a smoke-developed index of not greater than 450. R302.114 Combustible Insulation shall be- separated a minimum of 3 inches from 5 N A L N O T 5 recessed lighting fixtures, fan motors, and other heat-producing devlces or separated in accordance with the conditions stipulated in the fixtures listing. Recessed lighting Installed In the building thermal envelope shall meet the I. All work shall comply with the 2020 International Residential Code for one and requirements of Section N1102.4.5 two family dwellings, the 2001 Wood Frame Construction Manual and the A56E 7-05. 1?308 Glazin of hazardous locations shall have glazing protection In conformance Contractor shall coordinate any and all inspections as required to obtain certificate g 9 9 P DOUBLE TOP PLATE with r308. In general, glazing in all doors and fixed side panels, Glazings less than of occupancy on behalf of the: owner. 60" above surfaces of tubs showers, etc. Glazin within 24" arc of doors in closed 2. All work shall comply with the New York State Energy Conservation Code. See position with sills less than 60" above floor. Giazzings over G square feet and less note 5. than 15" above finished floor. Glazin near stairwa s/landln s. See complete text of 3. All electric work shall comply with the National Electrlce Code. Electrician shall R306.4. Glazing for specifics on locations and exceptions.9 p obtain fire underwriters certificate for all electric work and shall submit to owner. Provide all outlets and junction boxes required for all appliances, pumps, equipment, R308b Skylights and sloped glazing shall comply with this section and have full HEADER etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered lzing, p g g p y y .jacks, T.V. cable jacks, etc. Hilth owner as required for the full Installation and satisfaction of owners requirements and code compliance and shall provide some.. MAINTAIN I" CLEAR FULL HEIGHT Architect is not responsible for electrical designs for this project to an ca actt . R30Q Garage opening protection and separation required to be as noted and In FOR VENTILATION. 4. All plumbing work shall comply with the National Plumbing Gode and all local codes. conformance with R30a. Garage floor surfaces shall be sloped to facilitate the STUD Contractor shall review with the owner the requirements for plumbing Installations movement of liquids to drain toward the main vehicle entry doorway. NOTCH RR F/ Including but not limited to fixtures, trim, accessories, etc. and requirements for water SHEATHING R310.1.1 All emergency escape and rescue openings shall have a minimum net clear enin HEADER TO STUD: service and domestic hot wager. Architect is not responsible for any plumbing systems o of 5.7 s ware feet. 24" minimum clear o enin hei ht, 20" minimum clear CONFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT 15 NOT JACK STUD f� In any capacity. Contractor shall provide sanitary system In accordance with the p g q;, p g g BY 5IMP50N L5TA21 CONNECTOR V owners approved site plan and shall coordinate all inspections required for approval opening width, 44 max still height. W/ 16-IOD FASTENERS of same. And surveys indicating final tank locations shall be by owners surveyor. FINAL, INSTALLED 5TAIRWAY5, HANDRAILS, 6UARD5 SHALL BE INSTALLED IN FULL O Contractor shall provide surveyor with information as required. �T� - 5. All H.V.A.C. work shall comply with Article IO of the N.Y.5. Uniform Fire Prevention RE5PON51131 E FOR THESE INSTALLATIONS. R-30 IN5UL. WINDOW SILL [W and Building Code and Energy Code. Contractor shall review all mechanical systems PLATE `� � } with owner for type of system to be provided (I.E. oil, gas, or electric hot water or R3113 Stairways shall not be less than 36 Inches in clear width at all points above the air, etc) Including air conditioning requirements. Architect Is not responsible for permitted handrall height and below the required headroom height. Handrails shall not STUD TO PLATE: heating or air conditioning systems In any capacity. project more than 45 Inches on either sldeof the stairway and the minimum clear TYP.ROOF. TIES: �� Q 6. Owner shall obtain any and all required permits prior to allowing contractors to width of the stairway at and below the handrail height, including treads and landings, 51Mf'SON "H7" 1'_4,� SIMP50N HOU5 UPLIFT F-�-1 Z Q proceed with any of the work. shall not be less than 31.5 Inches where a handrail is installed on one side and 27 GON�IEGTOR5 a 16" O.G. CONNECTOR W/ " DIA. F-- 7. All site work includin sanitarySystem, utilities, easements. setbacks, elevations, U.N.O. drainage, retaining wall s etc. shll be in accordance with a site Ian prepared the inches where handrails are provided on both sides. The maximum riser height shall be TYPICAL AT CORNERS Q 9 9 P P P by 5.25 and the minimum tread depth shall be 9 in conformance with R3142. Minimum OF BUILDING AND AT Z owners surveyor. The Architect Is not responsible for site designs of any type In any headroom 6'-8'. All stairs shall be provided with illumination in accordance with BOTTOM PLATE ENDS OF SHEARWALLS. capacity. Section R303.4. Enclosed accessible space under stairs shall have walls, under stair W O < 8. All work shall be performed by licensed contractors whom are experienced with surface and any soffits protected on the enclosed side with 1/2-Inch gypsum board. L� IU the type of work being performed. All contractors shall maintain liability Insurance and .,I ik� Lu workers compensation insurance in connection with all work being performed In R3113.8 Handrails having a minimum and maximum heights of 34 Inches and 36 inches, Z ♦- project. respectively, measured vertically from the nosing of the treads shall be provided on Z Q Cl. All materlals, systems, equlpment, fixtures, etc. shall be installed In strict at least one side of stairways. All required handrails shall be continuous the full O � Z compliance with the monufactt,rers written specifications and Installation Instructions length of the stairs with two or more risers from a point directly above the top riser Including all cleara e ncs for service, etc, of a flight to a point directly above the lowest riser of the flight. Ends shall be 10. All contractors shall warrant their work in writing to the owner for a minimum returned or shall terminate In newel posts or safety terminals. Handrails adjacent to LU period of two years. a wall shall have a spce of not less than 1.5 inches (38mm) between the wall and the -J _( 11. The Architect shall not have control or charge of and shall not be responsible handrail. The handgrip portion of handrails shall have a circular cross section of I-I/4 w for construction means, methods, techniques, sequences, or procedures, or for safety Q programs in connection with tl-e work or for acts or omissions of the Inches minimum to 2-5/8 inches maximum. Edge radius of circ contractor, '�°'�1/, /� to subcontractors or any person performing any of the work, or for the failure of any of R312 Guards are to be a minimum of 36 inches (6114mm) in height. Open sides of stairs I F( CAL FRAt, I Ne � 7A I L ►n them to carry out the work in accordance with the intent of the contract documents in with a total rise of more than 30 inches above the floor or grade below shall have �,/ I/� I that said reior doors, is the sole responsibility sid of the contractor. guards (each side) not less than 34 inches in height measured vertically from the 7 l �- ROOff r N/ C.J.'12. All exterior doors, roofing shingles, trim, siding, etc. shall be reviewed and approved by owner. - nosing of the treads. (Second story guards are recommended to be higher) 13. All interior finishes including but not limited to walls, flooring, tile, etc. shall be R314 Single and multiple-station smoke alarms shall be Installed 1n each sleeping reviewed with and approved by owner. room, outside of each separate sleeping area In the immediate vicinity of the O 14. All miscellaneous Interior items including but not limited to doors, trim, fireplaces. p p g y Z closet shelving, kitchen cabinets, shelving. hardware, etc. shall be reviewed with and bedroom, on each additional story of the dwelling, including basements. The alarm devices shall be interconnected In such a manner that the activation of one alarm will 0 � approved by owner. activate all of the alarms In the Individual unit. The alarm shall be. clear) audible in all V 15. Where existing walls, posts etc. are removed it is the responsibility of the y a � contractor to provide temporary support, shoring, bracing, etc. as required. bedrooms over backround noise levels with all Intervening doors closed. All smoke N alarms shall be listed and Installed in accordance with the provisions of this code and the household flreworning equipment provisions of NFPA72. R315 Carbon monoxide alarms shall be Installed outside each separate sleeping area pQ(P01R@V#1-3 2256 :�E51 e`N in the Immediate vicinity of the bedrooms. Where a fuel-burning appliance Is located within a bedroom or Its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be, listed in accordance e o LIME DEAD with UL 2034 and UL 217 PROJECTS-2236 . �'Q� ��d�o A-I.DWG 30 10 ROOF : SNOW OAr->:12 PITCH R702.7 A vapor retarder are required on the Interior side of frame walls In Climate 40 10 PECKS/PORCHES Zones 5, 6,7, 8 and Marine 4 with the exception of basement walls and below grade portion of any wall. 40 to ROOMS OTHER THAN 5LEEPIN5 ROOMS R&O7.1 Attic access. An attic access opening shall be provided to attic areas that 30 10 5LEEPIN& ROOMS exceed 30 square feet and have a vertical height of 30 inches or greater. The 20 10 ATTIG5 WITH STORAGE rough-framed openinh shall not be less than 22 inches by 30 inches and shall be ATTICS WITHOUT STORAGE located in a hallway or other readily accessible location. A 30-inch minimum 10 IO unobstructed headroom In the attic space shall be provided at some point above the access opening. See Section M1305.1.3 for access requirements where mechanical equipment is located in attic. RIOOI.I Masonry chimneys shall be constructed, anchored, supported, and reinforced as required to this chapter and the applicable provisions of Chapters 3, 4,and 6 with applicable clearances to combustibles and flrestopping. �Gi1LC4 [vlOo13 5 of S OENERAI. REMOVAL. N®T 5: I � -1 I.THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING _ _ ___ ___ ____ __ �-—-------------- -----------_ --------------- UTILITIES, PIPING, WIRING, 6A5 LINES, PLUMBING LINES, ETC. THAT ARE ---------- =- ___�E_=== __ - ________ -____________ _-----------� _________===- i AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES IF-------------- — — — n I� SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE dCG�If �e o Z�G°QGi1lg GeQoDoQo PROVISIONS PRIOR TO PROGEEDING WITH DEMOLITION WORK. e L�G�C�Cz1��L5C�4 ' 2.ANY AND ALL REQUIREMENT5 INGLUDING BUT NOT LIMITED TO OSHA AND NEW YORK STATE BUILDING CODE REQUIREMENTS FOR ME II DEMOLITION WORK SHALL BE ADHERED TO FOR ALL WORK _15 Ili PERFORMED IN CONJUNCTION WITH THIS PROJECT. I6 II °��'IGG3C;1C�LaDD g [v11rI �9 ° o� III EX15TINO DECK NG III 3.GONTRAGTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS -16 i -13 51)NROOM R-2 PRIOR TO CONSTRUCTION. SHOULD ANY BEARING PARTITIONS BE I i III REMOVED AS PART OF THI5 PROJECT, GONTRAGTOR SHALL PROVIDE I i III TEMPORARY BRACING UNTIL NEW WALLS OR SUPPORTING MEMBERS I 1 2°xbs 5 xb s 2°xbs I i 8x6� 2°x4� III ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING _ I I PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEQUATE v ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW +tp -B R-2 -13 i ------� b a -13 CONSTRUCTION. -12 12 X6 n R-2 4.CONTRACTOR SHALL VERIFY AMOUNT OF EXISTING WALL FINISHES TO UP I L-------' n BE REMOVED FROM WALLS THAT ARE TO REMAIN. SAID FINISHES TO 12R i BE REMOVED MAY INCLUDE EXI5TIN5 VINYL WALL GOVERINS, GL ___-- PANELING, ETC. I 5.ALL MATERIAL AND DEBRIS REMOVED FROM THE 51TE SHALL BE I LEGALLY DISPOSED OF BY G.G. I I --- I b.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN ------ ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING EXISTING EXISTING i CODE AND ANY AND ALL LOCAL REQUIREMENTS. I R-II UP DINING ROOM LIVING ROOM I '----------� EXISTING ALL ELECTRIC WORK SHALL BE REMOVED AND TERMINATED IN 4R i MASTER i ACCORDANCE WITH THE PROV1510N5 OF THE NATIONAL ELECTRIC 1 I BEDROOM i CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITERS. EXISTING R--4- R-8 \1- ' ______ S.G.G. SHALL PROVIDE TEMPORARY SUPPORT OF ANY 4 ALL UTILITIES GARAGE PIPING, CONDUITS, THAT 15 AFFECTED BY THEIR WORK. �����❑ R-- Q. CONTRACTOR SHALL COORDINATE W/OWNER THE REMOVALS OF L5c EXISTING ITEMS THAT OWNER MAY WISH TO RELOGATE/REUSE. w \\ J R-Q EXISTING 10-1-22 ISSUED FOR PERMITS --------- R-I ----� BATH �/ al R-2 2°x41 G 4 GON5TRUGTION. --------------- - REMOVAL N®TF-J: UP - � I 5R i i�--- i i R-q �:Ji n I� R-I R-I 1 �y 12-2a-22 REVISED AS REF• �i i i SKY LIGHT OPENINGS - 7T----a--------- R-I EXISTING WOOD FRAMED WALL TO BE REMOVED AS INDICATED PER OWNER CHANGES I i� i i e I I INGLUDINS BUT NOT LIMITED TO ANY AND ALL ELECTRICAL DEVICES, MECHANICAL, PLUMBING, GYP. 130. 4 MISC. FINISHES ETC. II --�- +se GL. I I R_1 2 6-26-23 REVISED AS I '-------7 R-2 I I EX15TINO DOOR, FRAME, 4 HAREWARE SHALL BE REMOVED 4 PER OWNER GHANGE5 R-4DISCARDED. R-5 R—a ii iI i R-2 R—b 0 10-24-24 REVISED AS I I � � ; i � � R-I 3 -14 i I I I R_2 OMITTED EXISTING �e R--2 R-3 PORTION OF EXISTING WOOD FRAMED WALL SHALL BE REMOVED PER OWNER GHANGE5 vlulvo EXISTING i j G eIHALLWAY + TO ALLOW FOR NEW POCKET DOOR. KITCHEN I I I I L �((2) xbR-4 I`� ,'I I I I i " EXISTING FLOOR FINISHES SHALL BE REMOVED TO 5UBFLOOR 4 ------------ R-4 BE PREPPED FOR NEW FLOOR FINISHES. x3' R-b i ��c' I WA51�-R DRYER 1 -- I I I �` ( I + 0 I b b I I h n I I I ii BATH -- C i i �____�� I I is EXISTING KITCHEN APPLIANGE5, BA5E CABINETS, WALL CABINETS, o� i -----� i Eo1�RG +6� --------- R-5 COUNTERS, ETG. SHALL BE REMOVED IN THEIR ENTIRETY. �s I i L I ' G `------------------ R-I I I R-2 i ------- I +s8 I I I R-7 U I I � --`-- EXISTING I i R-6 EXISTING PLUMBING FIXTURES SHALL BE REMOVED 4 DISCARDED Lr- BEDROOM 2 i I IN THEIR ENTIRETY. t R-2 R-3 DOWN R_g 11 I i I EXISTING GYP. BOARD GLG. TO BE REMOVED AND 015GARDED IN 12R 2 x4 I I -1-7 R 7 THEIR ENTIRETY. EXI5TIN5 EXISTING I a e I I I MUD ROOM (2)I BEDROOM 3 EXISTING 2X6 GLG. JOISTS TO BE REMOVED AND DISCARDED IN R-8 xb I I 1 1 FEE I i `�� CL. J I THEIR ENTIRETY --------J R_Q EXISTING GLG. FAN, REGE55ED LIGHTING SHALL BE REMOVED 4 PANTRY i I I +G\e\\ R-4 DISCARDED IN THEIR ENTIRETY. KI TGHENETTE =3j R-2 _ 2°X3' 2°x3� �R-13 -13 ®I EXISTING HANDRAIL TO BE REMOVED IN ITS ENTIRETY. +� R-11 EXISTING DEGORATIVE HD BOXOUT GASEWORK ON GLG TO BE REMOVED 4 015GARDED IN ITS ENTIRETY. i EXISTING ATTIC STAIR TO BE REMOVED 4 DISCARDED IN ITS r--------------- 4 x4 I I I I 2nX4' I I 2nx4' -12 ENTIRETY. L----------------� I I I ' I I EXISTING WINDOWS SHALL BE REMOVED 4 DISCARDED IN THEIR r---------------- i I i i -13 ENTIRETY. IL I I I I I ------- -------J I I � I I L---- -----J I -14 OMITTED R-18 L------ ------J _1 -15 EXISTING 3 5EA50N ROOM SHALL BE REMOVED 4 DISCARDED IN r ITS ENTIRETY. INGLUDING BUT NOT LIMITED THE FLOOR FRAMING, Z FLOOR FINISHES, WALL CONSTRUCTION, GEILING FRAMING 4 ROOFING. O -16 EXISTING WOOD DECK FRAMING, FOOTINGS, DECK BOARDS, W — RAILINS, STEPS SHALL BE REMOVED 4 DISCARDED IN THEIR } ENTIRETY. V X -I.7 EXISTING NON COMPLIANT WINDOW WELLS TO BE REMOVED AND fy Q/ REPLACED WITH EGRESS COMPLIANT WINDOW WELLS. r�, -18 EXISTING CONCRETE PORCH AND STEPS TO BE REMOVED AND W LU z: z DISCARDED IN THEIR ENTIRETY. CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF X � D (L � ANY EXI5TIN5 CONSTRUCTION THAT IS NECESSARY TO COMPLETE r.�, 'V� NEW WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE W W O - REMOVAL LIMITS OF ALL EXISTING CONDITIONS THAT INTERFERE Z 4" VTR �OO = WITH THE CONSTRUCTION OF NEW WORK. � � O A 0 � Q 311 3" 3" 1 ti - --- ------i--__-------- 3„ 211 ---- 1 I I ---------------� 1 _ I ' I 1 ' 1 � 1 1 i2„ i 1 MSTR• 11 i PROPOSED 1 O KITCHEN 11 12„ '2„ SATHROOM i 3„ 1 i BATHROOM 12 O SINK 1 1 1 i 1 i i 1313 O 1 1 I 1 1511 I I/2 i LAV. LAV. i LAV. O Z PM d SHR 1 1 1/2" WG i WG 1 TUB i 15T. r-L.00K v 1 G.O. G.O. 1' G.O. 41' pG30dR@V#1-j 223(b G.O. TIE INTO EXISTING SGHD PITCH `�" 4" APPROVED 5ANITARY ?- EXISTING 4" SANITARY LINE 2• -�----- SYSTEM. 1 , , (c;�e E) [FOIL PROJECTS-2236 1 1 I I/2• i i A-2.DWO 'LAV. 1/2• j2• #o I I/2 ' W, f Isw- 5A5EMEN7 G.O. g• F k, 3• SEVJA6E V. 3„ E J. PUMP SCALE: I/4" = 1'-0° �G�CC4 MOoo 4 of 5 7' fiFIGAL NOTC-S: FOUNDATION NOTES: -5 FND./ FTC.: EXT. WALL: 8" THICK GMU FND. WALL (or P.G. WHERE NEW) w/rYP. ANCHOR BOLTS, y 2"x4" 5TUD5 ® I6"o.c. AT 8' HT. w/ R-15 IN5UL. SHEATHING: 1/2" MIN. COX ON CONTINUOUS 16"w. x 8"d. P.G. FOOTING;TO A MIN. DEPTH OF 36" • e `' 12'x159"x4"GONG. PADS a 5'- •STAIR PLYWOOD, EXTEND TO COVER FULL TOP, 50LE 8 SILL PLATES. THEN COVER BELOW GRADE - ON UNDISTURBED GLEAN GRANULAR 501L w/ MIN. I TON LOCATEIB' STRINGERS. VIA.SONOTIJBE w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY PER S.F. BR6. CAPACITY. OPT. REBAR: 2-#5 BARS, HORIZONTAL - I I I I MIN.36"BELOW 510ING/REQMT5. 4 ALL FIMISFf TRIM (A5 APPROVED BY OWNER). CONTINUOUS AT TOP 4 BOTTOM OF WALL AND/OR IN FTC. w/ MIN. 3" I COVER.6R,4DE W/3500 P51 SILL P ANGHOR BOLTS: ---____-- -- .: ______ _______ -------------- ----------------w-------------- ----------------- - ROOFING: 2-2"x 6" (or 1-2x6 MIN) PRE55URE-PRE -TREATED (PPT) SILL M. QOOL61[YIOO m MWERmMLg (2)2x12 61R. (2)2x12 61R. I _ _ _ _ — — — — — — — — I ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (A5 SELECTED PLATE, (PROV. TYP. SILL/WP,LL TIES, WHERE REQ D) OVER TERMITE NDWIER IIR M N g HT T T ° o T .: .. •A ' u ' n g n u b'-5" 7-2 7'-2" 7-2 OI BY OWNER) OVER 15 LB. FELT k 3/4 MIN. COX PLYWD. SHEATHING. USE 6 SHIELD AND SILL SEALER w/ /s dta. ANCHOR BOLTS (7 MIN. EMBEDMENT 6 3�0`172�`7°00 NAILS PER SHINGLE d PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. AND 3115QUARE HA5HER5) ® 36"o.c. $ 28"o.c. WITHIN 8 FT. OF CORNERS I LINE OF DEGK 6"xb"P.T POST w/ I FROM ALL ROOF EDGES/BREAKS. ALL FA5TENER5 4 FLASHING TO BE AND 12" MAX. FROM EACH END OF SILL PIECE. COORDINATE I I ABOVE C546 ANCHOR BY I I CORROSION RESISTANT. PLACEMENT w/HOLD-DOWN BOLTS, A5 REQ'O. TO CONNECT TO 5IMP50N i I 5HEARHALL STUD BRAGKET5. (5EE DETAIL5). � ROOF TIES: PROVIDE SIMPSON, G520 STRAPS, GUT TO LENGTH F/MIN. 8- Sd NAILS, EACH 51L WA TIES REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE 51MPSON 0520, END OF STRAP, AT EACH RAFTER ® I6"o.c. USED TO TIE ROOF RAFTERS TO „ NI p i WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS RAFTERS FOR (20 Gage), 1 1/4 STEEL STRAP TIES ® 16 oc (AT EA. STUD w/MIN. 8- 8d I v p I CONNECTION OF TIES. NAILS, EA. END) WRAPPED UNDER 4 UP INSIDE FACE OF SILL, GUT TO LENGTH A5 REG'D. (SEE DETAIL) WALL TIES: HOLD-DOWN BOLT: x 2•XIO"P.T.LEDGER BOARD N REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS WHERE UPPER SIMILAR TO TYP. ANCHOR BOLT, EXCEPT 5PAGED A5 REQ D. TO I N ® w/J"VIA x 4 k LAO BOLT5 LEVEL STUDS ALIGN WITH LOHER LEVEL STUDS TIE STUDS TOGETHER w/ ANCHOR 5HEARHALL 5EGMENT5. (5EE 5TNO. DETAILS). CONTRACTORS f i I 5TAe6ERED® 52"O.G.W/ I I SIMPSON 6520 5TRAP5 a I6"o.c. USE MIN. 7-8d NAILS, EACH END OF STRAP. MUST COORDINATE PLACEMENT OF ALL BOLT5 (BEFORE GON5T) TO _15T.HAN6ER5 I EXIST.BILC0 I I ENTRANCE (5EE STANDARD DETAILS, DWG. I). INSURE ALIGNMENT OF BOLTS 4 STUD BRACKETS. OPTION: (INSTEAD I I OF H02A'5 4 BOL75): USE STRAP TIE HOLDOHN, 51MP50N 5THOI0 _ _ _ _ _ X" _ _ _ _ f4 _ _ _ _ _ _ SILL/WALL TIES: EMBEDED IN FND. HALL 4 EXTENDED UP OUTSIDE FACE OF HALL A5 REOV. ONLY AT WALL5 SUPPORTING ROOF STRUCTURE : USE 51MP50N 0520, REQ'D. [SEE FLOOR PLAN FOR SHEARWALL SEGMENTS]. I d s• 20 GAGE STEEL STRAPS o I6"o.c., GUT TO LENGTH A5 REQ'D. FOR 7-8d CONCRETE: • UP NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM (28 DAY) 21'-6 1/2" 22-3 1/4" qR HALL, IN LINE w/ 5TUD5. (5EE DETAIL, DWG. 1) STRENGTH OF 3000 P51, EXCEPT U5E 3500 PSI, FOR ALL EXTERIOR w.H. USES; INCLUDING GARAGE SLAB, ETC. __j HEADER: MIN. HEADERS: 3-2"x8" AT 2x6 HALLS, AND 2-2"x8" AT 2x4 iv -- HALL5/PARTITION5, UNLESS NOTED OTHERWISE (U.N.o). SPANS OF /°' `�' EXIST.OIL BURNER EXIST.ELECTRIC C O N�/R�7 N® I �5' t PANEL 6'-O" AND OVER;SUPPORT w/ DBL. STUDS, 9'-O" AND OVER;SUPPORTmw/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) 10--1-22 ISSUED FOR PERMITS �0 MEGH. ROOM m FROM HDR. TO JACK 5TUD5 AT EXTERIOR WALL5 SUPPORTING ROOF I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-pia; $ CONSTRUCTION. ❑ 7'-6" 0 STRUCTURE. GONGRETE SLABS SHALL BE 3500 PSI STONE CONCRETE; ALL SELF LOSING, - EXTERIOR GONGRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. IQ o�RATED FA5GIA/ SOFFIT: SLABS ON GRADE SHALL BE NORMAL WEIGHT GONGRETE. 12-2q-22 REVISED A5 o PER OWNER GRANGES I"xb" FASCIA w/ 2"x 5UB-FA5GIA (AS NEEDED), SOFFIT: MATERIAL (TOP) w/ 2• ALL REINFORGEMENT SHALL BE DEFORMED TYPE CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. INTERMEDIATE GRADE NEW BILLET STEEL GONFORMING TO A5TM A 6-26-23 REVISED AS EXIST. ' 5HR ExiST. YERSATEX TRIMBOARD (or egyal) AND/OR T G WOOD TRIM AS SELECTED. A-615 GRADE 60. PER OWNER CHANGES UNEXGAVATED I 6"xb OIL TANK INCLUDE 6UTTER5 8 LEADERS, A5 APPROVED BY OWNER. 3. TEMPERATURE REINFORCEMENT, SPLIGE5, 5UPPORT5 FOR 5UB-FLOOR: REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 A 10-24-24 REVISED A5 9) §I PROP. s PER OWNER CHANCE5 � BATH - /4 THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, GLUE 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 _G�- + ff NAIL PLYWOOD TO FLOOR J015T5/FRAMING. - (VERIFY SPECIFIC DIAMETERS AT 5PLIGE5 AND CORNERS AND HOOKED AT NON- 7_4 — UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS q'-1" I'-8" 4'-11 1/2" 5'-b 3/4" fV SELECTED BY OWNER). CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS ❑ - _ OTHERWISE NOTED. DETAILING OF ALL REINFORGEMENT SHALL s RIM BOARD: BE IN ACCORDANCE WITH AGI 51P-66. (88) PROP. N 2 xb GO 45" BARN DOOR 6 ° REG AREA ( IAT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, iLEVEL;USE MIN. 1" e-RIM 5. PROVIDE TWO #5 ALL 51DE5 FOR OPENINGS IN CONCRETE UP 2 kb ( m BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK MAILERS;USE IY4" RIM BOARD. WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-O" BEYOND 12R 6'_q 16-I I — 7,_5 �� OSp se ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 OPENING; HOOK ENDS. VERT. SQUASH BLOGKS (PER JSTJ UNDER ALL BEARING PARTITIONS aE POSTS. 6 R m " �5D . PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FO I I FRAMED OPENING �" 5MOKE DETEGTOR5: O5 MECHANICAL TRADES. OPENIN55 SHALL BE PLAGED SO AS NOT • eCAZED WALL SHALL INGLUDING CARBON MONOXIDE DETECTION: PROVIDE BOTH TO AFFECT THE STRENGTH OF 5TRUGTURAL MEMBERS. BE TEMPERED TO I AS PER GORE, TO BE HARD-WIRED AND INTERGONNEGTED. MATCH SLOPE OF 5TAIR/WALL %lim OF (NOTE: ALL DEVICES, MAY NOT BE SHOWN: VERIFY ALL SIT I LOGATIONS, ON ALL LEVELS).P.G.E6F2E55 ❑ �y O WINDOW WELL c Q INSTALL METAL -�-6'e I! ry LADDER TO `a PROP. PROP. I CODE EXI5T• i OFFICE BEDROOM #4 L - GRAHLSPACE O O - 3'-O" MIN. INNER LIP TO INSTALL WALKABLE GRATE MEGH.� \ LINE IL GL. n , (1 \ �CABo a+b V 1 EXIST.NON-EGRF55 7'-8 1/2" 10'-10 5/4" WINDOW d WINDOW WELL O W — f — — —— — — - O EXIST. STRUCTURE U } G P.G.EORE55 WiNDow WELL ABOVE �J O INSTALL METAL FF�� Q LADDER TO PROVIDE WALK-ABLE MTLCOVE . HINGED GRATE z � Lu INNER LIP TO INSTALL n WALKABLE 6RA1E 8 P.G. EGRESS WELL SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER USABLE WITH THE W O �� � >�� FLAN ��y� I EXIST. F.J. (2) 2x12 WINDOW IN THE FULLY OPEN POSITION. �..I +# Z � Z 'I f I� HDR BUIDDER LD N& CODED AS PER LOCAL Z W O < SCALE: I/4 = I -O — rl+ Q 0o CL EXIST. GRADE O I- O ~ - z EXIST. GYP. BD. CLG. GALV. MTL. LADDER TO C Lu SCUARE 1-007AC-7E5: CODE I 0) EXIST. BASEMENT (HABITABLE) = 1,116.23 S.F. ®O R N�/®Y`i 4s U l� O EXIST. BASEMENT (NON-HABITABLE) = 255.14 S.F. � � N� ' EGRESS USE 3/4" GLEAN O EXIST. FIRST FLOOR = 1,808.41 S.F. ANDERSEM I^11N17nW °° O MARK QTY. ROUGH OPENING UNIT DIMEN51ON5 r FREE-DRAINING ROCK OR (� EXIST. GARAGE = 416.05 5.f: EXIST. WOOD FRAMED WALL 400 SERIES - C•XW145 Ab STONE AT LEAST 12" IN EXIST. HD. FRAMED TOTAL HABITABLE SPACE = 3,400.72 S.F. TO REMAIN. � _ _ _ CASEMENT BY � O EXIST. WALL w/ GYP. BD. AN0ER5EN WIDTH AROUND ALL SIDES z OF WELL. FILL TO DEPTH @ DECK (UNCOVERED) = 337.75 S.F. ----------- EXIST. WOOD FRAMED WALL « O FWG8068R I 6'-8 J" x 8'-0" 6'-8" x T-III " = z OF FOUNDATION FOOTING. @� DECK (GOVERED) = IcI2.2a S.F. ----------- „ — ° o TOTAL DECK = 530.04 S.F. TO BE REMOVED 44 MAXIMUM FROM a N a OG13 1 3'-0 �" x 7-0 2'-11 R" x 2'-0 FLOOR TO WINDOW - - SILL TO MEET EORES5 X Y_ NEW 2"x4" HD FRAMED ,� pRQ JR@u#o 2236 WALL5 ® 16" O.G. w/ 1/2" O TW3046 `E 4-8 x 3 I 4 8 x 3 2 GODS REQUIREMENTS G.W.B. EA. 51DE WINDOW NOTES: `r I. ALL BOTTOM OF WINDOW HEADERS SHALL BE ° PROJECT5-2236 OSp SMOKE DETECTOR 6-8" AFF UNLE55 NOTED OTHERw15E. WELLS GAN BE MD 170 ° 2. PROVIDE JAMB EXTEN51ON5 A5 REQV FOR 6" INSTALLED LOWER THAN A-3.DWG HALLS. RECOMMENDED 3 1/2" TO ® CARBON MONOXIDE 3. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO HELP MEET GRADE vD e�OGIIC�#o DETECTOR ORDERING. CONDITIONS 4. GONTRAGTOR SHALL GOORDINATE AND VERIFY ALL ROUGH WINDOW OPENINGS A5 PER EXHAUST FAN MIN 75 GFM MANUFACTURES SPECIFICATIONS WITHOUT EXCEPTION. *CEILING HE INDICATES EGRE55 WINDOW I I FRAM I Ne NO` r= I. ALL FRAMING LUMBER SHALL BE GRADED 5TAMPED DOU6LA5 FIR-LARGH STRUCTURAL GRADE NO2 OR BETTER. 2. ALL 5HEATHIN6 TO BE APA RATED, EXPOSURE I. 5/8" MIN. ��� [ OOG1�nlOO G3C Cs1dGIN�C THIGKNE55 OR AS NOTED. 3. ALL 5UBFLOORIN6 TO BE APA RATED STUDD-I-FLOOR. MARK ANDERSEN QTY. ROUGH OPENING UNIT DIMENSIONS EXPOSURE I. 3/4" MIN, THICKNESS. ALL EDOE5 OF PLYWOOD TO 400 SERIES BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD I EXIST. - - - SUBFLOOR TO FLOOR JOISTS. //�� O 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED WITH NE1100 +� A�'-O" 13'-4" 22-4 FW68O68R I 6'-8 " x 8'-O" 6-8" x 7'-II DOUBLE UPRIGHTS, 9'-O" AND OVER WITH TRIPLE UPRI6HT5. ALL Ilk I-0 x 2�-0 2'-I I x 2�-0 HEADER O C13 1 3 S SHALL BE A MINIMUM OF 2-2X8 OR A5 SHOWN ON II II II II DRAWIN65. __ ------------------------- * O TW3046 4 4'-8 x 3'-I 4'-8 x 3'-2 5. SOLID BLOGKING SHALL BE PROVIDED FOR ALL JOISTS AND I IT FLOOR BEAMS AS PER N.Y.5. CODE OR A5 NOTED ® 8'-0" O.G. ------- ------------------------ WINDOW NOTES: PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. -- ---- ------- NEW COVERED ROOF TO REPLACE 3/4" x 6" DEGKING AS I. ALL BOTTOM OF WINDOW HEADERS SHALL BE 6. DOUBLE FRAMING AROUND OPENIN65(5kyIIght5,stairs etc.) OR AS _____ _ _ _ ROOF AT EXI5TI N6 3 SEASONS ROOM SELECTED BY OWNER 6'-8" AFF UNLESS NOTED OTHERWISE. _ _______ ________ _______________ NOTED ON DRAWINGS. ------ --------------- WALLS. i 2. PROVIDE JAMB EXTENSIONS AS REQ'D FOR 6° -1. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS f�--- 3. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO OR AS NOTED ON DRAWINGS. TI_lll i � 0 2x12 61RDER i '- " II ORDERING. 8. ALL FLUSH WOOD GONNEGTION5 SHALL BE FASTENED WITH 56Z 57 57 57 4. CONTRACTOR SHALL COORDINATE AND VERIFY RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR ALL ROUGH WINDOW OPENINGS AS PER MANUFACTURES SPECIFICATIONS WITHOUT APPROVED EQUAL. d) EXCEPTION. a. PLYWOOD 5HEATHIN6 TO BE NAILED WITH 8D ® 4" O.G. ►n EXTERIOR EDGES AND 60 ® 12" O.G. INTERMEDIATE. INDICATES EGRESS WINDOW �����❑ w i 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND � i 2x8 R.R. �i 2x8 R.R. i EXISTING BILGO DOOR STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY p X @ I(-," O.G. Ole," O.G. X PROPOSED "51MP5ON" OR APPROVED EQUAL. o l T 1 DECK 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI I N Ni PROPOSED ) i - SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL 10-7-22 ISSUED FOR PERMITS _ COVERED DECK JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING 4 GO STR GT O . d) i i i dJ 5TIFFENER5 INSTALLED AS PER MANUFACTURERS in i I ( i ►n RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL I 12-2Q-22 REVISED AS 6'-l1 1/4" i EXISTING MASONRY CHIMNEY i i i LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 13/4" LVL PER OWNER GHAN6E5 �(CL OF DOOR) i A i 4"x4" SOLID POST RIM JOIST 5HALL BE REQ'D AT FLOOR PERIMETERS. HANDLING AO G G STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER PER 6-26-23 OWNER CHANGES REVISED AS MANUFACTURERS RECOMMENDATIONS. +b i (2) 2XIO HDR 5HR WINDOW HEAD HEIGHT TO BE 4"x4" SOLID P05T 4811x5q" ��_8�� AFF. COORDINATE W/ 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. A 10-24-24 REVISED AS O OWNER/ARGHITEGT PRIOR TO MACHINE BOLTS ® 12" O.G. PER OWNER GHAN6ES UP INSTALLATION I � 1�I� : 13. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. i '� 12R i 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, 5PAGIN6 NOT TO EXCEED 8'. EXIST. WOOD FRAMED WALL w ° \ TO REMAIN. R00F I` ,� N®7�5: r °\ / J �l 2 ----------- EXIST. WOOD FRAMED WALL - = x = _5 ----------- TO BE REMOVED I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT 5HINGLE5 BY N F -� - TIMBERLINE COLOR TO MATCH EXIST. ON 30 LB. FELT AND 3/4" UP , EXISTING i EE 4R MASTER BEDROOM ry ;t GDX. PLYWOOD. -i I EXISTING ° MASTER 30 ( NEW 2"x4" HD FRAMED 2. PROVIDE GRADE ICE 4 WATER SHIELD AT LOWER 36" OF ALL DW t LIVING ROOM ° BATH PGKT. WALLS a 16" O.G. w/ 1/2" i f � t= DR. SLOPED ROOF AREAS AND AT ALL VALLEYS. EXISTING PANTRY SHALL i � G.W.B. EA. SIDE GARAGE FOLLOW SLOPE UJI X OF EXIST. ATTIC i PROP05ED 24" STAIR. V.I.F. I KITCHEN O DR.PGKT OSD 05D SMOKE DETECTOR DOm F-3-1 CARBON MONOXIDE 7YI 10AL 07E5: UP O ANTRY G 5TOM BUILT �+ � P + DETECTOR 5R in 2 xb6 IN 5HELVING - e+b lyl l'Ll F = - -�- - LIIN. - EXHAUST FAN MIN 75 GFM EXT. C1-�-: i m I� � � 2x4 5TU05 a I6 o.c. AT 8 HT. w/ R-15 IN5UL. 5HEATHIN6: 1/2 MIN. COX REF. L -I PROVIDE 4'-6 1/4" 4' 1/4" iV PLYWOOD, EXTEND TO COVER FULL TOP, 50LE 4 51LL PLATE5. THEN COVER 30"x30" --- w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY �6 ATTIC 7'-6" GEILING HEIGHT 51DIN6/REQMT5. 4 ALL FIN15H TRIM (A5 APPROVED BY OWNER). 12-I' GO +sue AGGE55 4"x4" SOLID HALLWAY 050 68 (3150 P05T ROOF I NC: ARCHITECTURAL GRADE (MIN. 30 YR. RATIN6) ROOF 5HINGLE5 (AS SELECTED ` � BY OWNER) OVER 15 LB. FELT t 3/4" MIN. GDX PLYWD. 5HEATHIN6. USE 6 V wR D b+� NAIL5 PER SHINGLE d PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. Z 13, G I I t /� FROM ALL ROOF EPOE5/BREAK5. ALL FASTENERS $ FLASHING TO BE O BATH I GL. PG11 GKT. 0 5OUARE FCCTl® eE5.- GORRo510N RESISTANT. PTA - °� EXISTING m - DR. EX15TING = F-+� W ° FOYER 050 ' S I/2° BEDROOM 2 EXIST. BASEMENT (HABITABLE) = 1,17623 S.F. ROOF TIES: (.� < } EXIST. BASEMENT (NON-HABITABLE) = 255.14 S.F. PROVIDE 51MP50N, G520 STRAPS, GUT TO LENGTH F/ MIN. 8- 8d NAILS, EACH 7 EXIST. FIRST FLOOR = I,508.41 5.F. END OF STRAP, AT EACH RAFTER ® I6"o.c. USED TO TIE ROOF RAFTERS TO EXIST. GARAGE = 416.08 S.F. WALL 5TUD5, BELOW. VERIFY PROPER ALIGNMENT OF 5TUD5 4 RAFTERS FOR W Q DOWN PROPOSED DINING AREA - Z Q SD 12R 30 u� TOTAL HABITABLE SPACE = 3,400.72 S.F. CONNECTION OF TIES. EXIST N6 PGKT. m GL. - 1� Q 4 e DR. DECK (UNCOVERED) - 33-1.75 S.F. WALL TIES: -� O } MUD ROOM (2)I x6 X TIN6 DECK (COVERED) = lci2.2a S.F. REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALL5 : WHERE UPPER 0 v DROOM 3 TOTAL DECK = 550.04 S.F. LEVEL STUDS ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ W PANTRY +b +;8 +b ° 51MP50N G520 5TRAP5 a I6"o.c. USE MIN. -1-8d NAIL5, EACH END OF STRAP. +ty � < (SEE STANDARD DETAILS, DWG. I). Z - 51LL/WALL TIES: Q )� < � X- 5'-II I/4" 6'-a I/ ' - O b REOV. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE 51MP50N G520, � 24" FBI i o 1 PROPOSED PGKT. 20 GAGE STEEL STRAPS ® 16"o.c., GUT TO LENGTH AS REQ'D. FOR 7-8d X- _ X- rL BATHROOM DR NAIL5, EA. END. WRAP FROM UNDER ANCHORED SILL d UP OUTSIDE FACE OF O �- Q O i WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. 1) - -I PROPOSED 1:4 MASONRY _ 0 - -____-� HEADER: �----------------------------- --- ---------------------- ------------------ ----- ---------------PORCH--------- --------- - -------------------------------- - ---- {- MIN. HEADERS: 3-2"x8" AT 2x6 WALLS, AND 2-2"x8" AT 2x4 xx � LINE OF ROOF ABOVE WALL5/PARTITIONS, UNLESS NOTED OTHERWISE (U.N.0). SPANS OF < [Y 6'-0" AND OVER;SUPPORT w/ DBL. STUDS, Q'-0" AND OVER;SUPPORT O w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMP5ON L5TA21, or EQUAL O FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF 0 1 - 5TRUCTURE. FA5GIA/ SOFFIT: o E I"xb" FASCIA w/ 211x 5UB-FA5CIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ UP CONTINUOUS 5GREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. a v 4R VER5ATEX TRIMBOARD (or equal) AND/OR T4& WOOD TRIM AS SELECTED. INCLUDE 6UTTER5 4 LEADERS, AS APPROVED BY OWNER. ( � L O O R FLAN 51UIB-FLOOR: PR@0[0U#o 223C 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOGKING, GLUE SCALE: 1/4" = I'-O" 4 NAIL PLYWOOD TO FLOOR J015T5/FRAMIN6. - (VERIFY SPECIFIC UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS °�� ����o PROJEGT5-223(o SELECTED BY OWNER). A-4.DWG RIM BOARD: AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, ILEVEL; USE MIN. P e-RIM BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILER5;U5E LV4" RIM BOARD. ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOGK5 (PER J5T) UNDER ALL BEARING PARTITIONS d POSTS. SMOKE DETEGTOR5: Q INGLUDINO CARBON MONOXIDE DETECTION: PROVIDE BOTH AS PER CODE, TO BE HARD-WIRED AND INTERCONNECTED. (NOTE: ALL DEVICES, MAY NOT BE SHOWN: VERIFY ALL LOCATIONS, ON ALL LEVELS). C�M��-T MO°°° V OT V EXIST. GAMBREL ROOF BEYOND ompip Lao mmHo Lao m. EXIST. 2" x 8" PROVIDE RIDGE VENT MEMMEW RID6E BOARD GOORDINATE W/ MEGHANIGAL 2"xb" LADDER 2"AO" RIDGE B CONTRACTOR DIMENSIONAL M. MAINTAIN MIN I" �fl� G OOLQG�70G3C G1MCUylMG FRAMING AIR 5PAGE BETWEEN REQUIREMENTS FOR PUGTWORK G3o CmGl1Cm000 Iri.1u 9 9 sm INSULATION 4 5HEATHIN� _ — PRIOR TO FRAMING. �39"11��7"OOP} 2" x 6" G.J. EXIST. ROOFING / SHEATHING TO R-30 TYP. REMAIN R-21 TYP. \�(2)"'211x 411 EXIST. �2"xb" R.R. PLTS R-21 TYP. ® I6 O.G. (3)2x126IR1-->ER - - - - - - - - - - - - - B.O. GIRDER PROVIDE I RIGID „ INSULATION (R-6) EXIST. 2 x 6 G.J. 7'-5 " AFF (3)2 x 12 GIRDER 2"x8" G.J ® 16" O.G. ® I6 O.G. TO BE REMOVED EXIST. GANTILEVERED OVERHANG TO REMAIN 8" FIBERGLA55 GOLUMNS BY \—(2) 1 " x ci " LVL = (NO GHAN6E) HE346 TO BE WHITE �- NEW 5LIDIN6 DOOR = BY ANDER50N REFER TO PLANS FOR HALL SPEGIFIGATIONS PROPOSED KIGTGHEN BEYOND PROPOSED DINING AREA 0 0 umumo EXIST. GANTILEVER BEYOND (NO GHANGE) 6-26-23 REVISED AS D/W �— NEW 2" x 4" HD R-30 BATT IN5UL. EXIST. 2" x 4" HD PER OWNER CHANGES EXIST. SUBFLOOR FRAMED WALL EXIST. FIR5T FLOOR I" x 4" T$G DECKIN6 TO REMAIN WALLED EXTERIOR ELEV. O'-O" (DATUM) A 10-24-24 REVISED A5 2" x 10" P .D.J. ® 16" O.G. S-9m ssm EXISTING 2" x 10" F.S. @ 16" O.G. TO REMAIN (NO CHANGE) PER OWNER GHANGE5 T.O. DECK ELEV. -(0'-2") (2)2"xlO" P.T. GIRDER (2)3/8" DIA. LAG 6"x6" HP. POST. TYP. BOLTS ® 24" " GYP. BD. LAY IN GEILING '11—W/ GB44 ANCHOR SPACING © 6'-G " FXI&TING GRADE BASE BY SIMPSON lb" DIA. GONGRETE 2x4 NO. FRAMED "AO" P.T. LEDGER �5ONOTUBE W/3500 = WALL @ I6" O.G. EXIST. P.G. FOUNDATION 12"xI5Q"x4" GONG. I I P51 GONG. MIN. 36" AB BOARD LT 55TA66ERED N PADS 5'-O" O.G. I I BELOW GRADE — PROP. LOGATED AT STAIR I I 32" O.G. W/ JST. is REG AREA ANGERS i R-15 BATT STRINGERS. I I INSULATION I" RIGID INSUL. (R-6) VINYL PLANK FLOORING ON EXIST. GONG. SLAB I ®N TH U KITCHEN N D I N I I O AREA. ATTIC, INSULATION SCALE: 3/8" = I'-O" ATTIC, FLOOR FRAMING RIGID INSULATION "R-VALUE/DEPTH PER GLIMATE" GOMPRES5IBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE SITE BUILT ATTIC, ENGL05URE - MECHANICALLY SEGURED EXIST. 2"x8" RIDGE BOARD W o EXIST. 2"X6" EXIST. 2"x8" RR @ 16" O.G. EXIST. U } RIDGE BOARD ITT I G MEGHANIGAL LATCH TO EXIST. 2"X4" R-30 INSULATION (2) i " x II PRESSURE SEAL AT W KNEE WALL W/ k PLT WEATHER5TRIPPIN6 ^ EXIST. 5TRUGTURAL KEEWALL SHALL H �-- _► X x6 BE MODIFIED TO ALLOW FOR B 0V I V O" AFF .-J o [IF EXIST. 2" " INSTALLATION OF NEW LVL. R.R. ® 16" O.G. 2"X6" G.J. @ I6 O.G. WLU111 BATT R-30 INSULATION Z O Q R �� �- -15 INSULATION n — o Z AIR 5 ALINO AT- 0 E- o 0 EXIST. G.T. TO BE REMOVED IN EXIST. (3) R-30 A T7 1 � A C C 5 5 PANEL � LIVING ROOM, 2" x 10" GIRDER INSULATION EXIST. 2 x 6 G. c � DINING ROOM TO BE REMOVED SG,4LE: 3/4"= I'-O" ENTRY TO ALLOW i FOR GATHEDRAI_ED O O GLG. \� ROVIDE 2"x6" N MANUFACTURED a O — URED REGE55ED UPPLEMENTAL INTERIOR WOOD FRAMED RAMIN6 @ 45 LIGHT ENCLOSURE ECG. TO MASTER BEDROOM ATTIC, INSULATION FWALL RM n EXIST. L I V I NO ROOM QATHR00 ONSTRUGT G INO JOIST 1/2" GYPSUM BOARD QQ TRAY LLO. 0 DRYWALL CLIP N MASTER EXIST. 2"X4" HD FRAMING d / EDROOM EXTERIOR WALL AlIT . .... PR&D1R@'T#o 2236 EX15T. 5UBFLOOR. TO REMAIN EXIST. FIRST FLOOR D EXTERIOR G�d[o PROJECT5-2236 INSULATE WALL ELEV. 0'-O" !DATUM) EXPANDING, FOAM SEALANT AT PERIMETER A-S.DWG GONTINUOU5 BEAD OF SEALANT EXTERIOR WALL SHEATHING EXIST. 2"XIO" F.S. @ 16" O.G. LLDRYNALL GEILINB TO REMAIN (NO GHANBE) EXISTING GRADE RECESSED LIGHTING FIXTURE ` ti 5 �T I ®N -THRU A5T R 5 t;� 0® 5ATHR®® I ` I AIR 5 AL I I O A7 C 55 D I I 7EW I C I N7 5 C,71 I O 60ALE: 3/8" = 1'-0" L 1 0 H 7 1 I 5 IN A 77 1 C r `4 �=� K7H DR" Y ` ALL �L II=5 SCALE: I"= I'-O" SCALE: 1 1/211= 1'-0" �-5mlmu MOao of 8 i { r NJLSLf'LY L;10 LS/..;1WIJVg U`�o�oL;�o LaG�3C�GJ�4�C�4 �i1g G3 oOLaG10C3C Gs1dC�G�1N�� 00122TAM's �C�ado 12 13 T7 F- - 1 ---------------------------- ----------------------- 6-26-25 REVISED AS !=— - -, .---------- - ----- OWNER GRANGES ------ —------ - --— -- ------ R ---------- ------- ----- ---- ----- ---- ------- - - - -- - --- -- ---- -- ---- ------- ------ ------- 3 10-24-24 REVISED AS --- — PER OWNER GHANGE5 REARELEVATION SCALE: I/4" = i'-O" 8"x8" F I BEROLASS COLUMN BY HB a 0, TYP. LINE OF ROOF ABOVE r---------------------------------- ------------------------------------ 8" FIBERGLASS COLUMNS BY HB40 TO I I BE WHITE I I i 5" DEGKINC AS SELEGTED BY OWNER. I I 2"x I O" PRESSURE TREATED I RIM JOIST 2" x 10" P.T.D.J. © I(o" O.G. (3)2x12 GIRDER I WRAPPED IN ALUMINUM ' I z OO i PROP. GEILING FAN (2)211xlO" P.T. GIRDER 0 (AS 5ELEGTED BY OWNER) Lu U } SIMPSON DJT14Z Q LU z I 6"x6" HD. POST. TYP. W/ o GB44 ANGHOR BASE BY --� I I LINE OF SPLAY IN CEILING oyll 5IMP50N w Lu • I GRADE - z I ' - I�I I MI 11=I_I 1=1 I-1 •: r-I I I-1 I I-11 I-11 IF' \ O VINYL BEAD i i I — H BOARD CEILING i i -'I I;I I I-I 11=1 11=1 I I d 4 ••' I I I-1 I la I a 11- I-III z "11=III, I Ml I F III=III=III- 18" DIPS. CONCRETE 11=1 I I-I I�I . a .. .. �L�LI ffiur�!P SONOTUBE W/3500 P51III III- GONG. MIN. 36" BELOW P4 Q Q -11 Lu .L=1 ., . , . n I-IIIE�I II-III-III ,. III-III GR,4DE ' i =1 ICI I�I � �• � `• I-1 I�I I .� � 6 LED I I I H I I-III III-I 11= p RECESSED i =111I�1 d a. '. a .• .. �11��1I LIGHTING LINE OF EXIST. DWELLING II—III—III a III—III= p -Tf_I I I=1 r l p 1=1II-I I I d e• III-III- I I I I I-111-I a: oo � � III IIII111� �: .••.;• • :.. ;..�� •�." _ . ��I' � � O d. ` III_CeELINO FLAN o ®N ® C-,, 5EC71 ®N D � �� � I�� D � pQOdCC�4#o 2236 SCALE: 1/2" = 1'-0" PPOJEC e o A-DWGTS-2236 SCALE: v2 i -o C�LaD ��d�o �WLSIS IJ L1�JOo°o e? of a �/;?FR 1'F_RTIFIUAIIUV ;,'VTENT BEFORE ( :7<1 / - c OCCUPANCY IN WAT ER pod JTD `' S`'STEM CANNOT EXCEED L/10 OF 1% LEAD. PL(111�B�N�` ALL PL I,M6jNO WASTE INES NEED APPROVED AS NOS' D TEuTtN�rz�FOR co�.r�yRtt c N S Al- AIL AIL C 0 R C 0 , DOC V_d� S DATE: .3 i B.P.# e9[ G[ Lao �LaG0�nl9 LaoDoLao FEE: LQG°�C�G[1�5f LC�4 BY:. NOTIFY BUILD!,,G D PhgTMENT�A-T A j7Lj I R A ONS 0 R 765-1802 8 AM TO �: ''� ��� �oOG1G`.+IOO C3�Ld1MGG�ML� FOLLOWING 1NSPFCT!On . FOR THE G3�MC G3G]CQ DD9 Gl]C���Ii �lOO G3G3 I 51fl0f1 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 02. ROUGH 1 -,L E JL - FRAfv{;NG & PLUMBING 3. INSULATION '" ' 4. FINAL COINcT,!;( T±nN MUST I..,�,r + IpIr ,1 BE COMPLETE FOR C.O. ALL CONSTRUCTI-N SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, t b` F RODD R SID NC CANER 5 C®NfiAC,,7 I N ® MAfi l ON L7) AQMM N7 OWNER'S NAME: MIGHAEL ROOD ADDRESS: CIOO YENNEGOTT DRIVE 50UTHOLD, NY I1a-71 646 PHONE: 646-853-3581 NOTE: ALL GON OF 5TRUCTION WORK SHALL BE DONE IN AO:OROANGE WITH THE REQUIREMENTS OF THE TOWN nn nn EMAIL: MIGHAELRODD78 SOUTHOLD AND THE FOLLOWING:�GMAIL.GOM THIS APPLICATION/ PROJECT HILL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK D��V�o �I � I � I STATE 51 �I ® 551®I�lAL� 57A7 � 1�17 ENGINEERED 5TRUGTURAL COMPONENTS AS PER AStE -7-10 10-7-22 ISSUED FOR PERMITS CODE COMPLIANCE: 4 GONSTRUCTI ON. THESE PLANS HAE BEEN PREPARINFORMATION HEREIN 15 CERTIFIED BYETHEDER L 5TED DE THE 513 PPROFE5510 ALRESIDENTIALDAND INY5.COMPLIANCE ALLAND THE FOLLOWING: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, SUCH PLANS AND I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR GNE AND TWO FAMILY HOUSES OMPLY WITH ALL CODES OF SPECIFICATIONS ARE IN COMPLIANCE WITH THE CURRENT NYS ENERGY CODE. 2. 2020 NYS UNIFORM CODE SUPPLEMENT N : '✓ YORK STATE & TOWN CODES 5. 2020 IECC A 1EOUIRED AND CONDITIONS OF 4. ENGINEERED STRUCTURAL COMPONENTS PER ASGE 7-10 Long 0 N AL I `�O UI L 5 5. WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION FOR ONE AND TWO STORY FAMILY ONELLING5 Su Gtc s THERE SHALL BE NO DEVIATION IN 6ON5TRUTION PRE67IGE FROM THE REOUIREMENY5 OF THESE DOCUMENTS. „ ,Ni,'yG 6QA^D 1. THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS, SPECIFICATIONS AND SITE TO VERIFY MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HIVE BEEN CHOSEN BASED ON PREFROMANCE DATA TRUSTEES G•e^^ D^ .;'ar ALL SITE CONDITIONS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL REPORT ANY AND MANUFACTURERS RECOMMENDATIONS. AND SUB5TrU11ON5 WILL BECOME THE BURDEN AND RESPONABILITY OF THE CONTRACTOR TO VALIDATE THE 6OMPLIANGE WITH CODES AND TESTING INCONSISTENCIES TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION BEFORE BEGINNING PROCEDURES, INCLUDING THE PRODUCTION OF AN51 TE5f RESULTS , AAMA TEST RESULTS, ETC. -� i CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF ALLLO DF_r-L.ECi�T10�E OCCUPANCY OR SUCH NOTIFICATION HAS NOT BEEN GIVEN. ® STRUG�. MrEMB�RS � 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE I ISE IS UNLAWFUL Ncooeco,�pf THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR STRUCTURAL MEMBER ALLOW. DEFLECTION VITHOUT CERTIFICATE FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL RAFTERS HAVING SLOPES GREATER THAN 3/12 W/ NO FINI?iED CEILING ATTACHED TO L/180 fF OCCUPANCY PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. .� RAFTERS r` `_-Y 3. ALL PHASES OF WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND ACCESSIBILITY yew°c REQUIREMENTS CURRENTLY USED BY THE CITY, STATE, FEDERAL AND LOCAL ORDINANCES HAVING INTERIOR WALLS AND PARTITIONS H/180 JURISDICTION OVER THE PROJECT. HOWEVER, WHERE THE DRAWINGS AND/OR SPECIFICATIONS ARE FLOORS AND PLASTERED CEILINGS MORE STRINGENT, THEY SHALL GOVERN. . THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY L/360 CODE DISCREPANCY PRIOR TO CONSTRUCTION. ALL OTHER STRUCTURAL MEMBERS L/240 yE^�� 4. WHEN INCLUDED IN THE DRAWING INDEX; THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND COORDINATE ALL TRADES TO WORK WITH ALL EXTERIOR WALLS - LOADS WPfiH BRITTLE FINISHES L/240 DRAWINGS PRIOR TO INSTALLATION. ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS 900 Yen�Iecott Dr, EXTERIOR WALLS - LOADS W�H FLEXIBLE FINISHES !' Y"""cottDr Yennecoll Snn'hoIG,NY 11971 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO L/120 INSTALLATION OF WORK. NOTE: L=SPAN LENGTH, H= SPAN HEIGHT. 5. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING REQUIRED TO ADEQUATELY A. THE SHALL BE PERMITTED TO BE TAKEN AS 0.-1 TIME54E COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF "PROTECT PERSONNEL & ADJACENT PROPERT AND ALSO TO ENSURE THE SAFETY OF THE PUBLIC - DETERMINING DEFLECTION LIMITS HEREIN. & STRUCTURE THROUGHOUT THE CONSTRUCTON PERIOD. � CANTILEVERED MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGDF THE CANTILEVER. 6. ALL DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK IS THE PROPERTY OF THE B. FOR CAN t CONTRACTOR AND SHALL BE DISPOSED OF CFF SITE ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. MAINTAIN BUILDING AREAS CLEAN AND FREE OF DEBRIS ON A DAILY CLIMATIC AND 6EO6RA41C DE516N CRITERIATABLE O BASIS. R301.2(I) (SfOLK COUNTY) W soot 7. CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER uj ICE V STRUCTURES OR ITEMS AND NEWLY INSTALLED MATERIALS DURING CONSTRUCTION. SNOW TOPOGRAPHICAL SPECIAL WIND-BORN DESIGN DESIGN BARRIER FLOOD AIR FREEZING MEAN .✓ f Wng Frost line depth Termite ANNUAL fy �r LOAD SPEED(MPH) EFFECTS REGION DZONE CATEGORY TEMP REQUIRED HAZARDS INDEX TEMP 8. CONTRACTOR SHALL KEEP A RECORD SET OF CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES Imilefrom MODERATE 20 13oMPH No No L I I Iu Q AND SHALL RECORD ALL ALTERATIONS FROM THE CONSTRUCTION DOCUMENTS. coastF1 B RE BOF3FTBFG TO HEAVY SEE BELOW YES NO 599 51 L Z ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM 9 G SUM BOARD UNLESS OTHERWISE NOTED. MANUALJ CRITERIA C) -1 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. ELEVATION LAT WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING TEMPERATURE W W HEATING COOLING CORRECTION DESIGN TEMP DIFFERENCE FACTOR TEMP COOLING Z I- 11. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED FOR WORK COMPLETION 108FT 41°N 15°F 86'F 1.00 70°F 75°F 55'F Z WITHOUT COMPROMISING THE QUALITY OF THE WORK. ^ Z 0 DIFFERCOOLINENCE TEMPERATURE WIND VELOCITY WIND VELOCITY WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY F--I DIFFERENCE HEATING COOLING WET BULB I - MAP 12. ALL NEW WORK SHALL CONFORM TO LOCAL, STATE & ADA CODES. 11°F 15MPH 7.5MPH 7TF MEDIUM(M} ao°io 32GR@50°ARH H O Q SCALE: NTS 13. ALL ELECTRICAL WORK SHALL BE FILED UNDER A SEPARATE APPLICATION BY A LICENSED CLIMATE ZONE IS4a I- O uj CONTRACTOR. FOR SI:I POUND PER SQUARE FOOT=0.0479 kNhn.02,1 MILE PER HOUR=16091M* O -y- a. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRYTHkN NSARYTO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE,THE WEATHERING COLUMN SHALLBE FILLED IN WITH WEATHERING INDEX(ie.,'NEGLIGIBLE','MODERATE'OR'SEVERE')FOR CO!^,REi DETERMINED FROM THE WEATHERING PROBABILITY MAP FIGURE RR301.2(3)1 14. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES THE GRADE OFMASONRYUNITS SHALL BE DETERMINED FROMASTMC34,C55.C62,C73,E90,=160RC65Z CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH b. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE RR-03.1('E JURISDICTION SHALLIFILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING ' DEVIATIONS FROM THE OWNER AND ARCHITECT, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF BELOW FINISH GRADE. O ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT c. THE JURI A HISTORY OF LOCALDAMAGE. r��SDICATIONSHALLFILLIINTHISPARTOFTHETABLEWITH'VERYHEAVY','MODERATE-AVY',OR'NONETOSUGHT'INACCORDANCEWITHFIGURERR301.2(6)DEPENDINGONWETHERTHERE O THERETO AND ALL COMPENSATORY OR PUNITIVEHAS BEEN DAMAGES RESULTING THEREFROM AND IT d. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH"MODERATE TOSEVERE',IS[TOMODERATE'OR*NONE TOSUGHT'IN ACCORDANCE WITH FIGURE RR301.2(7)DEPENDING ONWETHER SHALL INDEMNIFY AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ALL SUCH COSTS TO THERE HAS BEEN A HISTORYOF LOCALDAMAGE. 9 CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND e. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH WIND SPEED FROM THE BASND SPEED MAP FIGURE RR301.Z4)].WIND EXPOSURE CATEGORYSHALLBE DETERMINEDON SITE-SPECIFIC BASIS IN ACCORDANCE WITH RR301.21.4. O PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. f. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH SEISMIC DESIGN CATEGDRY RMINED FROM RR301.2.2.1. g. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISON'SENTRYINTOTHENATIONALFLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS),(B)THE DATE(S)OF THE CURREWFECTIVE FIRMAND FBFM,OR OTHER FLOOD HAZARD MAP ADOPTED BYTHE COMMUNITY,AS MAYBE V AMENDED, o N h. SEE FIGURE RR301.2(5)FOR GROUNDSNOW LOADS. WINTER DESIGN TEMPERATURE:9 ��nn nn • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH ANINDOEMPERATUREOF NOT LESSTHAN68°FATA POINT 3FEETABOVE THE FLOOR ON DESIGN HEATINGDAY Lr'n&D1E@U#o° 223(b • SYSTEM DESIGN SHALL BE BASED ON MAX 72'F HEATING,MINIMUM 75'COOUNG • DEGREE DAYS(NY LaGUARDIA)4811,WINTER DESIGN TEMP 15'F,DRY BULB 89,F,WET Bt6 F(20201PC APPENDIXD) • AS PER NYSBC2020 CHAPTER 16 SECTION 1609 AND ASCE72016Y ] U0 D R V ,WINDEXPOSURECATEOANDSURFACEROUGHNESSISB _j • USE C FOR BOTH SOUTH SHOREANDFIRE ISLAND 0 0 e�� (?ALL[Eo PROJECTS-2236 T-I.DWG DWG. INITIAL LATEST ISSUANCE NO. DRAWING TITLE ISSUANCE REVISION NO. $ DATE T-I TITLE SHEET 8 EXISTING FLOOR PLAN 10-1-22 so u 09 07 N-I SPECIFICATIONS 10-1-22 A-I NOTES d DETAILS 10-71-22 " C T UO A-2 REMOVAL PLAN $ NOTES 10-1-22 u ' BER 7 ' 2022 A-3 PLAN 10-1-22 A-4 SECTIONS 10-7-22 �m[E[E4 mal i of (0 DIVISION 1 - GENERAL REQUIREMENTS 8. BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A CONTINUOUS LEVEL FLAT SOLID BEARING SURFACE DIVISION 7 - THERMAL AND MOISTURE PROTECTION AR7V Q 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: FOR ALL BEAMS. A. ROOFING: A. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. 1. FIBERGLASS SHINGLES: THIRTY 30 YEAR SELF SEALING SHINGLES OVER 1 LAYER OF 30 B. BUILDING CODE AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. DIVISION 6 - WOOD ( ) # ASPHALT SATURATED FELT UNDERLAYMENT UNLESS OTHERWISE NOTED. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. A. LUMBER GRADE: AMERICAN SOFTWOOD LUMBER STANDARD 2. CEDAR SHAKES: #2 GRADE RED-LABEL CEDAR SHAKES (18" 1 X .45"T) OVER ONE LAYER 30# A.S.F. UNDERLAYMENT. INSTALL WITH 4 D. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODICALLY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN STRICT GRADING SHALL COMPLY WITH DOC PS 20-70 AND APPLICABLE WESTERN WOOD PRODUCTS ASSOCIATION STANDARDS. 1/2" WEATHER EXPOSURE. APPLY AN 18" WIDE STRIP OF 30 EXTENDING OVER TOP OF SHAKE AND ONTO SHEATHING. # A.S.F. OVER EACH COURSE OF SHAKES, 9" FROM BOTTOM EDGE OF SHAKE COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. 3. END( FLASHING: SEE NOTE B-4, BELOW. 1. ALL LUMBER SHALL BE, UNLESS OTHERWISE NOTED, NO. 2 GRADE. DOUGLAS FIR-LARCH WITH THE FOLLOWING MINIMUM STRUCTURAL 2. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR VALUES. AND HIS SUBCONTRACTORS A. EXTREME FIBER BENDING STRESS: 2 X & WIDER FB 875 PSI B. Flashing: QG°��Gl�4C�C�4 B. HORIZONTAL SHEAR: FV = 95 PSI 1. ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE 3. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD C. COMPRESSION PERPENDICULAR TO GRAIN: FCL = 625 PSI CORROSION-RESISTANT �il� G�OQ�n]OC� LQMC�I�IMG� CONSULT DESIGN PROFESSIONAL IN CASE OF QUESTION. D. COMPRESSION PARALLEL TO GRAIN: FC = 1300 PSI 2. FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED MATERIAL TO EXTEND AT LEAST 4" BEHIND WALLCOVERING. nowign ung [mu E. MODULUS OF ELASTICITY: E = 1,600,000 PSI COVER ALL EXPOSED PLYWOOD AT BUILDING CORNERS WITH WATERPRODF BUILDING PAPER. 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. F. MOISTURE CONTENT: 19 % MAXIMUM 3. STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK WOOD BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR 6��°���°� �� 2. OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPECIES SHALL MEET OR EXCEED REQUIREMENTS NOTED ABOVE. WALLS OR ROOF SURFACES. 5. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS; WHEN IN THE OPINION OF THE 3. MOISTURE CONTENT: ALL LUMBER 4" AND DEEPER SHALL HAVE MOISTURE CONTENT NOT GREATER THAN 19 %, AIR DRIED LUMBER IS 4. EAVE FLASHING SHALL CONSIST OF TWO LAYERS OF 15# A.S.F. CEMENTED TOGETHER IN ADDITION TO REQUIRED NAILING FROM THEEDGE CONTRACTOR, O , A DISCREPANCY BE RESPONSIBLE FOR PROMPTLY SAME AND ANY THE INDIRECT ARCHITECT,RES INS WRITING, BEFORE PROCEEDING WITH DESIREDNIMUM BUT AMOUNT OF NECESSARY. LUMBER MAY BE COMPARABLE WITH KILN DRIED DRIED, HOWEVER DRYING PROCESS MLST BE SLOW AND REGULATED TO CAUSE A OF THSTOCK. C. E EAVEVEN UP(ONE ROOF TO OVERLAY A POINT 24 INCHES INSIDE THE INTERIOR WALL LINE OF THE BUILDING. MILE 4. ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED IN 1. ENCLOSED ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR SEPARATE SPACE WITH SCREENED 6. OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED AS PART OF THE CONDITIONS FOR THE ACCORDANCE WITH AF&PA STANDARDS AND STAMPED "GROUND CONTACT 0.40 LBS/CUBIC FOOT". VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN ACCORDANCE WITH THE WFCM, jr, A� _ WORK. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, CURRENT 5. GRADE STAMPS SHALL APPEAR ON ALL LUMBER. AND NYS AND LOCAL CODES AND ORDINANCES. SEE DETAILS ON ARCHITECTURAL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACCEPTABLE BUILDING 6. STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO WEATHER. PLANS FOR LOCATIONS AND DETAILS. A. 2 iT PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTE-D. B. FLITCH BEAMS: DIVISION 8 - DOORS AND WINDOWS 1. FLITCH BEAMS SHALL HAVE A MINIMUM FB = 15000, E=11.4 WITH 1/2" BOLTS LOCATED NOT CLOSER THAN 2" FROM THE TOP AND A. General 7. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, BOTTOM EDGE UNLESS OTHERWISE NOTED. THERE SHALL BE A BOLT TOP AND BOTTOM 2" FROM EACH END (SEE TYPICAL FLITCH PLATE 1. WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS (120 MPH WIND ZONE OR WITH-IN ONE MILE OF THE OCEAN BAY j TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, BOLT PATTERN DETAIL). AND SOUND SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A '. AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CLIENT OR HIS CONTRACTORS, SUBCONTRACTORS, OR ANYONE PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CEDE OF NEW YORK STATE. GLAZED OPENING PROTECTION FOR t , o �6 PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT DOCUMENTS. C. JOIST HANGERS: WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTME 1996 AND OF ASTME 1886 ��� RIE 1. ALL PURLINS JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL BE SUPPORTED EXCEPTION: 8. ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR S K, PLUMBING SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND 2. JOIST HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO ASTM-A525, MIN. 22 GAUGE. PRODUCTS ACCEPTABLE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11.1 MM HEATING, VENTILATING, FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOT A PART OF THE PROFESSIONAL SHALL BE SIMPSON, KANT-SAG, OR EQUIVALENT. ) AND A MAXIMUM SPAN OF 8 FEET (2438 MM SHALL SERVICES PROVIDED 'TO THE CLIENT BY THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY EUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED WITH THESE DOCUMENTS BY ANY OF THE ABOVE LISTED SERVICES AS SHOWN IN DOCUMENTS PREPARED BY OTHERS SHOULD OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF THE BOLTS IN WOOD FRAMING: BE INDICATED IN WRITING TO THE ARCHITECT IMMEDIATELY. D. RESIDENTIAL CODE OF NEW YORK STATE. 1. ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE ���n�J n�o 9. PRIOR TO APPLICATION FOR BUILDING PERMITS, THE CONTRACTOR WILL FURNISH THE ARCHITECT WITH TWO SETS OF SHOP WASHERS. 2. ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WTH STORM WINDOWS OR EQUAL. SIZES INDICATED ON PLANS ARE DRAWINGS OF ALL PREFABRICATED COMPONENTS, ONE SET TO BE RETAINED BY ARCHITECT, THE OTHER SET TO BE RETURNED 2 STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS: NOMINAL ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER T( DETERMINE EXACT SIZES, ROUGH OPENING, ETC. AT LEAST ONE TO CONTRACTOR AFT1=R REVIEW. ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED TO ROOF TRUSSES, A. 1/2" AND 5/8" DIAM. BOLTS - 2-1/4" SQ. X 5/16" WINDOW FROM EACH BEDROOM AREA SHALL HAVE A NET CLEAR OPENNG AREA OF 5.7 SO. FT. (GRADE FLOOR 5.0 SQ. FT.) WITH A 10-1-22 15SUED FOR PERMITS FLOOR TRUSSES, STAIRS, CABINETS, VANITIES, ETC. SHOULD THE DESIGN OR CONFIGURATIONS OF ANY PREFABRICATED NET CLEAR HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20", AN) A SILL HEIGHT OF 44" OR LESS AV COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY APPROVED SHOP DRAWINGS, THE ARCHITECT SHALL BE B. 3/4" DIA. BOLTS-2-5/8" SO. X 5/16". ABOVE THE FLOOR FOR GONSTRUGTION. MMED FURNISHED, PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING THE REVISION. IF THE ARCHITECT IS NOT 3. EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16" LARGER THAN DIAMETER OF BOLT. EGRESS PURPOSES. GLAZING IN DOORS AND FIXED GLAZED PANELS lUMAN MP ADJACENT TO DOORS OR WITHIN 18" S THE FLOOR, PROVIDED WITH THE ABOVE INFORMATION, THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ARCHITECT FROM 4. FOR SILL ANCHORS, SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS. WHICH MAY BE SUBJECT TO FREQUENT AND RECURRENT ACCIDENTAL HUMAN IMPACT, GLAZING IN ANY DOOR ENCLOSING SHOWER, TUB, ANY CLAIM OR SUITE WHATSOEVER, INCLUDING BUT NOT LIMITED T0, ALL PAYMENTS, EXPENSES OR COSTS INCLUDED, ARISING SOUND OR STEAM ROOM, ANY INDIVIDUAL PANE OF GLASS WITH AN THE AREA GREATER THAN 9.0 SQ FT, WERE THE BOTTOM IS LESS THAN 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WNDOW, GLAZING OF WALLS OF SPAS, HOT, TUBS OR INDOOR OR ALLEGED TO HAVE_ ARISEN FROM PREFABRICATED ITEMS. E. LAG BOLTS:1. SHALL BE OF STRUCTURAL GRADE STEEL. POOLS WITHIN 5'-0 OF THE WATER, GLAZING IN STAIRWAYS AND LAN)INGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE 10. THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS SHALL BE VERIFIED BY THE CONTRACTOR FOR 2. WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM SHALL BE TEMPERED AS PER RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL CODES AND ORDINANCES. THE REQUIREMENT DOES CONFORMANCE TO LOCAL CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THESE SPECIFICATIONS AND 2/3 DEPTH OF MEMBERS BEING BOLTED TOGETHER. NOT APPLY IF BOTTOM EDGE THE GLASS IS MORE THAN 60" ABOVE THE FLOOR LOCAL CODES OR CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF THE DISCREPANCY AND SPECIAL ENGINEERING REQUIREMENTS SHALL BE APPLIED TO INSURE THE BUILDING'S STRUCTURAL INTEGRITY. F. ALTERING STRUCTURAL MEMBERS: 1. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE DIVISION 9 - FINISHES 11. THESE REQUIREMENTS MAY BE SUPERSEDED BY MORE STRINGENT INFORMATION CONTAINED WITHIN ARCHITECT. DO NOT ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. A. GENERAL 1. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK THE DRAWINGS. THE' MORE STRINGENT SHALL BE FOLLOWED. G. BUILT-UP BEAMS: STATE AND LOCAL CODES AND ORDINANCES (AS APPLICABLE). 12. SOIL CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDITIONS: 1. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE INTERCDNNECTED AS FOLLOWS: 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. STORAGE SHOULD BEARING CAPACITY: MIN. 2000 PSF. FIELD VERIFIED UNDER ALL FOOTINGS AND REINFORCED SLABS. A. MEMBERS 9-1/4" AND LESS IN DEPTH: GLUE AND INTERNAIL W/2 ROWS 16D NAILS AT 12" O.C. STAGGERED. BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WATER TABLE: MIN. 2'-0" BELOW BOTTOM OF ALL CONCRETE SLABS AND FOOTINGS. FOOTINGS, FOUNDATIONS, WALLS, AND B. MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE 3 X MEMBERS THROUGH BOLT WITH 1/2" DIAMETER MACHINE BOLTS AT 3. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON 1HE FRAMING MEMBERS EXCEPT THOSE EDGES WHICH ARE SLABS SHALL NOT BE PLACED ON OR IN MARINE CLAY, PEAT AND OTHER ORGANIC MATERIALS. 24 O.C. STAGGERED. PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION IS NOT REQUIRED. 13. LIVE LOADS: ROOF: 20PSF. FLOOR: 40PSF (EXCEPT SLEEPING ROOMS: 30PSF). EXTERIOR BALCONIES: 60PSF. STAIR H. CUTTING OF BEAMS, JOIST AND RAFTERS: 4. THE SIZES AND SPACING OF FASTENERS SHALL COMPLY WITH THE RESIDENTIAL CODE OF NYS AND LOCAL CODES AND ORDINANCES LANDINGS: 40PSF. WIND LOAD: 15PSF. GARAGE: 50PSF. MAXIMUM FOUNDATION LATERAL PRESSURE: 40PSF. DEAD LOADS: 1. CUTTING OF WOOD BEAMS, JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH (AS APPLICABLE). 1OPSF. DECKS: 40PSF. ATTICS WITHOUT STORAGE 1OPSF. ATTICS WITH STORAGE 20PSF. GUARDRAILS & HANDRAILS 200PSF. OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE OF 1/3 OF THE SPAN. NOTCH DEPTH OF THE ENDS AT THE MEMBER 5. PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TUBS AND SHOWERS AS SHOWN ON DETAILS IN ARCHITECTURAL SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. HOLES BORED OR OUT INTO JOIST SHALL NOT BE CLOSER THAN 2 INCHES TO DRAWINGS.6. FIRE-RESISTIVE CONSTRUCTION: GARAGE CEILINGS AND WALLS WHIN ADJACENT TO A DWELLING UNIT SHALL BE OF RATED 14. BOTTOM OF FOOTINGS SHALL EXTEND BELOW FROST LINE OF THE LOCALITY AND MINIMUM 3'-O" BELOW EXISTING GRADE THE TIP OR BOTTOM OF THE JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE CONSTRUCTION ACCORDING TO THE UL DESIGN SPECIFIED ON THE IRAWINGS WHEN UNITS ARE DESIGNED UNDER NYS STANDARDS AS TO UNDISTURBED SOIL OR SOIL COMPACTED TO 95 AS VERIFIED BY A SOILS ENGINEER LICENSED IN THE LOCALITY WHERE TENSION SIDE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER NOMINAL THICKNESS SHALL NOT BE NOTCHED, EXCEPT AT INDICATED ON THE DRAWINGS. (5/8" TYPE X WALLS AND CEILINGS) PROJECT IS BEING BUILT. ENDS OF MEMBERS. 15. ALL FOUNDATION WALL BACKFILL (UNDER SLABS WHERE DISTANCE FROM EDGE OF WALL TO EDGE OF UNDISTURBED SOIL DIVISION 15 - MECHANICAL I. PIPES IN STUD BEARING NAILS OR SHEAR NAILS:EXCEEDS 16", BUT LESS THAN 4'-0", SHALL CONSIST OF CLEAN, POROUS, SOIL COMPACTED IN 6" LAYERS TO 95 OR 1. NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL NOT BE MORE THAN 1/3 THE DEPTH OF THE STUD. A. HEATING VENTILATION AND AIR CONDITIONING:1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF THE GOVERNING AGENCIES. PROVIDE #4 REBAR AT 2'-0" O.C., 1"-0" BEYOND EDGE OF UNDISTURBED SOIL AND 1'-0" INTO FOUNDATION WALL. J. BRIDGING AND BLOCKING: 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATNG DUCT LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC. TO 16. FREE DRAINING GRANULAR BACKFILL (SM OR BETTER) SHALL BE USED AGAINST FOUNDATION WALLS CONSISTENT WITH THE 1. THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE ENGINEER PRIOR TO INSTALLATION. MECHANICAL SUBCONTRACTOR TO REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ENGINEER OF ANY MECHANICAL AND STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. ARCHITECTURAL PLANTS AND RELATED DETAILS. EQUIVALENT FLUID PRESSURE OF BACKFILL NOT TO EXCEED 40PCF (POUNDS BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BY THREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF EQUIVALENT METAL 3. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION PER CUBIC FOOT). IF BACKFILL PRESSURES EXCEED 40PCF, THEN WALLS MUST BE DESIGNED FOR ACTUAL PRESSURES BY A BRACING OF EQUAL RIGIDITY. MIDSPAN BRIDGING IS NOT REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT F THE WORK PERFORMED BY OTHERS. REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT IS BEING BUILT EXCEED TWELVE INCHES NOMINAL. BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS NOT OTHERWISE O PLUMBING: PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS OF EIGHT FEET WITH MINIMUM OF 2 X SOLID MATERIAL WITH TIGHT JOINTS. B.1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF GOVERNING AGENCIES. 17. UNBALANCED FILL NOT TO EXCEED 7'-0" UNLESS OTHERWISE NOTED AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. PROVIDE 2 X FIRESTOPS AT MID-POINT VERTICALLY OF STUD WALL. BRIDGING AS REQUIRED BY FLOOR TRUSS MANUFACTURER'S PRINTED 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL SLABS-ON-GRADE AND FRAMED FLOORS ARE IN PLACE AND HAVE INSTRUCTIONS. OF THE WORK PERFORMED BY OTHERS. REACHED THEIR DESIGN STRENGTH. PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS WHEN 3. PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANCAL DRAWINGS AND NOTIFY THE ENGINEER OF ANY PLUMBING, BACKFILLING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES, BACKFILL BOTH SIDES SIMULTANEOUSLY. K. LINTEL SCHEDULE: HVAC, STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. DIVISION 3 - CONCRETE 1. UNLESS OTHERWISE SHOWN, PROVIDE 1 LINTEL WITH 6' MINIMUM BEARING FOR EACH 4 OF WALL THICKNESS. DIVISION 16 - ELECTRICAL A. General: 2. LINTEL SCHEDULE: (UON) 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND SHALL COMPLY WITH 1. THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS: SPAN: SIZE OF MEMBER THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. ITEM _ MIN. COMP. STRENGTH MIN. AGGREGATE SIZE SLUMP UP TO 4'-0" 3 1/2 X 3 1/2 X 1/2 OR 2-2X6 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE z ® 28 Days (PSI) 4'-1" TO 5'-0" 4 X 3 1/2 X 5/16 OR 2-2X8 WORK Q FOOTINGS 3,000 1/2"-1" 4"f 1" 5'-1" TO 6'-0" 5 X 3 1/2 X 5/16 OR 2-2X 10 PERFORMED BY OTHERS. t--i Lj V SLAB-ON-GRADE 2,500 1/2"-1" 4"f 1/2" 6'-1" TO 8'-0" 6 X 3 1/2 X 3/8 OR 2-2X 12 3. INSTALLATION: I- > w WALLS 3,000 1/2"-1" 4"f1/2" A. ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO WEATHER SHALL BE WEATHERPROOF. Q I- GARAGE SLABS & EXTERIOR SLABS 3,500 1/2"-1" I 1" w/ 5%AR L. PLYWOOD: B. BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE LOCATED 5"ABOVE COUNTER TOP UNLESS OTHERWISE NOTED ON DRAWINGS. AIR ENTRAINMENT 1. ALL PLYWOOD SHALL BE DOUG FIR OR EQUAL. IT SHALL BE MANUFACTURED AND GRADED IN ACCORDANCE WITH DOC PS 1-95 FOR C. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FIIJSH FLOOR AND 12'-0" O.C. HORIZONTALLY. ALL RECEPTACLES w W Q Z z 2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI-318 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD WITHIN Q q 2. EACH PLYWOOD SHEET SHALL BEAR THE "APA" TRADEMARK. 6'-0" HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL BE WIREI) TO A GROUND FAULT INTERRUPTED CIRCUIT. 1-I H-- Q71 BUILDINGS. 3. ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING MEMBERS. D. WALL SWITCHES TO BE 48" ABOVE FLOOR. (/� .J 0 _I Q 4. THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE JOISTS AND TRUSSES AND PARALLEL TO THE STUDS. E. ALL SMOKE DETECTORS TO BE LINE VOLTAGE AND WIRED IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL. W Q U ED 3. ALL REINFORCEMENT, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS SHALL BE POSITIVELY SECURED IN PLACE AND 5. NAILS SHALL BE PLACED 3/8" MINIMUM FROM THE EDGE OF THE SHEETS. THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS EACH FLOOR LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN SMOKE DETECTOR IN ADDITION TO A ��// LOCATED ACCORDING TO THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS SHALL BE 1 1/2" FOR 8D NAILS AND 1 3/8" FOR 10D NAILS. SMOKE DETECTOR LOCATED IN A HALLWAY OUTSIDE THE BEDROOMS. cz z ~ m 6. ALL FLOORS SHALL BE NAILED AS PER NAILING SCHEDULE. F. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOCATE) AT EACH LEVEL OF THE DWELLING INCLUDING THE BASEMENT z D '-' B. REINFORCING STD Ld o OR CELLAR. 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED BARS GRADE 60 CONFORMING TO ASTM & Z >- (� Q 615. WELDED WIRE FABRIC SHALL (CONFORM TO ASTM A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. M. CORNER BRACING: � o H 2. DETAILING, FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI-318-99 MANUAL OF 1. UNLESS OTHERWISE NOTED, BRACE EXTERIOR CORNERS OF BUILDING WITH 1 X 4 DIAGONALS, LET INTO STUDS, OR WITH 4 X 8 CD O CT H BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE PLYWOOD SHEET OF THICKNESS TO MATCH THAT OF SHEATHING, OR WITH METAL STRAP DEVICES INSTALLED IN ACCORDANCE NAILING SCHEDULE P4 Q � U 2. LAP PLATES AT ALL CORNERS. Lli 3. ALL REINFORCING BARS WHICH INTERCEPT PERPENDICULAR ELEMENTS SHALL TERMINATE IN HOOKS, PLACED TWO (2) Q CL INCHES CLEAR FROM OUTER FACE OF ELEMENT. N. NAILING: Q u 4. THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE 1. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN WFCM, (SEE ATTACHED SCHEDULE) AND ALL STATE AND LOCAL BUILDING POUR. NO CONCRETE SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD, FOOTINGS SHALL BE CODES, OR MAUFACTURER S RECOMMENDATIONS. � O DEWATERED PRIOR 'TO PLACEMENT OF CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED LICENSED INSPECTOR. 0. FIRE STOPPING: 00 1. FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) WITH 2" a O w 5. MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: NOMINAL LUMBER OR 2 THICKNESSES OF 1" NOMINAL LUMBER WITH BROKEN LAP JOINTS OR OTHER APPROVED MATERIAL. @ 2 A. FOOTINGS: 3" v B. BEAMS AND COLUMNS: 2" P. ALIGNMENT: a tf1 C. SLAB: 3/4" (WIRE MESH TO BE PLACED AT MID-DEPTH OF SLAB) 1. ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX (3) INCHES AND BE NAILED TOGETHER WITH MIN. D. WALLS - 1 1/4" AT INTERIOR FACE: 3" AT EXTERIOR FACE. (3) 10D FACE NAILS. ( (SEE ATTACHED NAILING SCHEDULE FOR SUPERCEEDING REQUIREMENTS) pGti304[E@4#1-1 2236 C. FOUNDATION: 2. WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY METAL STRAPS. 1. FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS SHALL BEAR A MINIMUM OF 1"-0" INTO ORIGINAL UNDISTURBED SOIL AND A MINIMUM OF 3'-0" BELOW FINISHED GRADE. WHERE REQUIRED, STEP FOOTINGS TO Q. PARTITIONS: �[�o PROJECTS-2236 RATIO OF 2 HORIZONTAL TO 1 VERTICAL. 1. GENERAL: N-I.DW6 2. WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATIONS, SUCH CHANGES SHALL BE MADE AS DIRECTED BY A. PROVIDE SOLID BLOCKING AT 4'-0" O.C. BETWEEN THE JOIST AND FIRST INTERIOR PARALLEL JOIST. THE ARCHITECT. 3. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED INSPECTOR PRIOR TO B. SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST BE STAGGERED A MINIMUM OF 4'-0".C. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. THE PLACING OF ANY CONCRETE. SAME SHALL BE GIVEN FORTY-EIGHT (48) HOURS NOTICE FOR THIS OBSERVATION. D. STRUCTURAL VARIATIONS ARE ALLOWED IF SUBSTANTIATED BY ENGINEERING CALCULATIONS. STAMPED BY PROFESSIONAL ENGINEER 4. SOIL INVESTIGATION AND REPORT: ALL EARTH WORK, COMPACTION AND SUPERVISIONS SHALL BE DONE ACCORDING TO LICENSED TO PRACTICE IN THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. ONE SET OF CALCULATIONS TO BE PROVIDED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. RECOMMENDATIONS OF THE SOIL INVESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAL ENGINEER. CONCRETE E LAP TOP PLATES AT CORNERS AND INTERSECTIONS. SLAB AND FOOTING CALCULATIONS ARE BASED ON A 2,000 PSF VALUE. IF ON-SITE TEST BORING INDICATE LESSER VALUES, 2. BEARING WALLS SUPPORTING ONE FLOOR OR MORE: NOTIFY ARCHITECT, IN WRITING, SO THAT NECESSARY STRUCTURAL MODIFICATIONS CAN BE MADE. A. PARTITIONS MUST BE CONSTRUCTED OF MINIMUM 2 X 4 STUDS SPACED 16" O.C. OF TYPE LUMBER SPECIFIED. 5. SLAB-ON-GRADE: SHALL BE 4" THICK REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AND SHALL BE PLACED ON 6 MIL. B. IF A DOUBLE TOP PLATE OF LESS THAN 2-2 X 6'S OR 3-2 X 4'S IS USED, FLOOR JOISTS SHALL BE CENTERED DIRECTLY OVER VAPOR BARRIER ON 4" CRUSHED STONE. AND BELOW BEARING WALL STUDS WITH A TOLERANCE OF NO MORE THAN 1" UNLESS SUBSTANTIATED BY ENGINEERING CALCULATIONS. 6. SLAB-ON-GRADE: AT PORCHES SHALL BE 4" THICK UNLESS OTHERWISE NOTED. C. BEARING STUD WALLS MUST BE SHEATHED WITH A MINIMUM 1/2" GYPSUM BOARD FASTENED ACCORDING TO DRYWALL MANUFACTURER 7. INSTALL ANCHOR STRAPS AS PER MFG. RECOMMENDATIONS: 12" FROM CORNERS AND INTERVALS AS PER PLANS. RECOMMENDATION. MINIMUM EMBEDMENT FOR ANCHORS SHALL BE AS SPECIFIED BY MANUFACTURER. mmu mam 2 O'F G TABLE 5.1 FASTENER SCHEDULE FOR STUGTURAL MEMBERS I �®� " JOINT DESCRIPTION NUMBER AND TYPE OF NAIL SPACING `� FASTENER ROOF FRAMIhl6 I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARCH Rafter to T Plate Toe-nailed 3-bd per rafter STRUCTURAL GRADE NO. 2 OR BETTER. CeIllno Joist to Too Plate (Toe-nailed 3-bd 12er foist 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. Celinq Joist to Parallel Rafter Face-nailed 4-I6d each lop 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. Ceilin Joist La s over Partitions (Face-nailed 4-I6d each la Collar Tie to RaFter (Face-nailed 4-5d per tie PERIMETER PANELS AT EDGE OF ROOF d WALL CORNERS TO BE NAILED ® 4" O.G. cJf oip MMK9 &°- °O°Q° Blockin to Rafter Toe-nailed 2-5d each end ALONG EDGES d b" O.G. IN FIELD W/ 50LID BLKG. UNDER ALL SEAMS. Q�MUTHU Rim Board to Rafter nd-nailed 2-Ibd each end 4. USE 50LID BLOCKING OR X- BRACING BETWEEN ALL JOISTS 9 8'-O" MAX. SPACING. WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS d PARALLEL PARTITIONS. To Plate to To Plate Face-nailed 2-Ibd er foot b. ALL FLUSH WD, CONNECTIONS TO BE FASTENED W/ RATED 6ALV. METAL To Plate at Intersections Toe-nailed 4-Ibd oints - each side CONNECTORS BY 51MPSON (OR EQUAL). 2�� �@QH@ QW�HUH aodlERalEa109 Him V@nn Igoe Stud to Stud ace-nailed Ibd Header to Header Face-nulled 2-Ibd I lb" o.c. along ed es I I To or Bottom Plate to Stud End-nalle 2-Ibd er 2x4 stud 3-Ibd per 2x6 stud �^ e��❑ 4-I6d er 2xb stud WINDOWS / 5L. 6L. DOORS AS MANUF. BY ANDER5EN 5TORMWATCH W/ �5 Bottom Plate to Floor Joist,Band of it,End oist or Blockt ace-naked) 2-16d per foot INSUL GLASS, IMPACT FZES15TANT 4 DESIGN PRESSURE RATED A5 REQ'D FLOOR FRAMING BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- PROVIDE PRECUT, PREDRILLED PLYWOOD,-7/16" THICK. Joist to 5111 ToI2 Plate or Girder oe-naile 4-5d eer joist INCLUDE ATTACHMENT HARDWARE: Bridging BrIdging to Joist Toe-Halle 2-8d each end 2 1/2" NO.& HD. 5CREW5 a 16" O.G. F/SPANS LESS OR EQUAL 4 FEET Blockingto Joist roe-nailed 2-Sd each end a 10" O.G. F/ SPANS BETWEEN 4 d b FEET, Blocktn to Sill or To Plate Toe-nailed - each block AND 6 12" O.G. F/ SPANS BETWEEN b 4 b FEET. s R,. Led er 5tri to Beam Face-nailed 3-Ibd each oist Joist on Led er to Beam Toe-nailed 3-5d l2er foist Band Joist to Joist End-nailed 3-Ibd er oist BUILDER TO VERIFY d CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS 1 �' Band Joist to Sill or Toe Plate Toe-nailed 2-I6d 12 er joist WITH OWNER. ROOF SHEATHING OPTION: PROV. 1"x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH STRUCT. Structural Panels Sd b" edcle /b" Field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT '. FROM WEATHER, ETC. (VERIFY DETAILS) 2" x b" RR ® Ib" O.G. 51MP5ON L5TA 30-18GA. "� .` ( Dia oral Board Sheathing .r', ' -,� ,✓', 1"xb" or I"xb" Iper support RIDGE STRAPS AT EA. -71 I"xIO" or wider I 3-bd er support TYP. ROOFING „ - i RAFTER. GEILINfi SHEATHING � I I I I � � I � I" MIN. AIRSPACE 99Wsum Wallboard 5d coolers 1 ed a le ABOVE INSUL. / WALL SHEATHING � I �I V: � I � ( � � 2"x4" COLLAR TIES AT 16" O.G. �" DOWN ���n n�a Structural Panels Sd b" ed e / 12" field lJ Fiberboard Panels BETWEEN RIDGE AND 7/I6" bd 3" edge /b" field AMERIC AN FOREST AND PAPER A55OGIATION (AFff PA) I/2" G.W.B. 25/32" bd 3" ea e /b" field WOOD FRAME GON5TRUGTION MANUAL FOR CEILING JOISTS. sum Wallboard 5d coolers T" ed e / 10" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) R-6 I" RIGID INSULATION 10-1-22 155UED FOR PERMITS Hardboard ad b" edge / 12" field + + + + Particleboard Panels bd b" edge / 12" field R-21 + + + + 4 GONSTRUGTION. Plocional Board Sheathing INSULATION I"xb" or I"xb., 2-5d per support GROUND SNOW LOAD 30 PSF I"xl0" or wider 3-8d er su ort FLOOR SHEATHING WIND SPEED , SMTHOLD 130 MPH (3 SECOND GUST) Structural Panels WIND EXPOSURE CATEGORY B (SUBURBAN, SEMI-WOODED) I" or less 8d b" edge / 12" field SEISMIC DESIGN CATEGORY C neater than I" IOd b" ed e /b" field Ola onol Board Sheathing WEATHERING AREA SEVERE I"xb" or I"xb" 2-6d per support I xl0 or wider 3-bd per support ICE SHIELD YES ROOF SHINGLES FR05T LINE DEPTH 3'-0" 6aly. stl. min. 12 ga. shank w/a min. 3/5" dla. head. fastener shall penetrate TERMITE AREA MODERATE TO HEAVY I NSUL " A� I � ����• � I�� Asphalt roof shingles trough the rool'ing materials and a min. of 3/4" Into roof sheathing and shall I roofing manufacturer and provide no less than 4 fosteners per strip shingle. DECAY AREA SLIGHT TO MODERATE Nailing requirements are based on wail sheathing nailed b" on center at the panel edge. If wall sheathing is nailed WINTER DESIGN TEMP II 3" on center at the panel edge to obtain higher shear copactttes,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path.2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be ® I I�{®� fff��� " reduced to I-Ibd nati per foot. REFERENCEi R302A Wall and ceiling Finishes not Including trim, door, and window Frames shall have a flame-spread classiFication of not greater than 200. Wall and ceiling finishes shall have a smoke-developed Index of not greater than 450. f t1��1 �`� ,1I�VI�� � R302.14 Combustible insulation shall be separated a minirrxim of 3 inches from recessed lighting fixtures, fan motors, and other heat-producing devices or separated in accordance with the conditions stipulated in the fixtures listing. Recessed lighting installed in the building thermal envelope shall meet the I. All work shall comply with the 2020 International Residential Code for one and requirements of Section N1102.4.5 two family dwellings, the 24DOI Wood Frame Cconstruction Manual and the A50E-1-05. R30b Glazing at hazardous locations shall have glazing protection In conformance DOUBLE TOP PLATE Contractor shall coordinate any and all inspections as required to obtain certlFicate with r3O8. In general, glazing to all doors and fixed side panels, Glazings less than of occupancy on behalf of the owner. 60" above surfaces of tubs showers, etc. Glazing within 24" arc of doors in closed 2. All work shall comply with the New York State Energy Conservation Code. See position with sills less than bO" above floor. Glazings over q square feet and less note 5. than lb" above finished floor. Glazing near stairways/landings. See complete text of 3. All electric work shall comply with the National Electrice Code. Electrician shall R30b.4. Glazing for speciFics on locations and exceptions. obtain fire underwriters ceertiFicate for all electric work and shall submit to owner. Provide all outlets and junction boxes required for all appliances, pumps, equipment, R306.6 Skylights and sloped glazing shall comply with this section and have fully HEADER etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. jacks, T.V. cable.jacks, etc. with owner as required for the full installation and satisfaction of owners requirements and code compliance and shall provide some. R30q Garage opening protection and separation required to be as noted and In MAINTAIN I" CLEAR FULL HEIGHT Architect 15 not responsible for electrical designs For this project in any capacity. conformance with R30q. Garage floor surfaces shall be sloped to Facilitate the FOR VENTILATION. STUD 4. All plumbing work shall comply with the National Plumbing Code and all local codes. movement of liquids to drain toward the main vehicle entry doorway. Contractor shall review with the owner the requirements for plumbing installations q y y. NOTCH RR F/ including but not limited to Fixtures, trim, accessories, etc. and requirements for water R310.1.1 All emergency escape and rescue openings shall have a minimum net clear SHEATHING service and domestic hot water. Architect is not responsible For any plumbing systems JACK STUD HEADER TO STUD: opening of 5.1 square feet. 24 minimum clear opening height, 20 minimum clear BY 51MP50N L5TA21 CONNECTOR In any capacity. Contractor shall provide sanitary system in accordance with the opening width, 44" max still height. owners approved site plan and shall coordinate all inspections required for approval W/ I6-IOD FASTENERS of some. And surveys indicating final tank locations shall be by owners surveyor. FINAL, INSTALLED 5TAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL O Contractor shall provide surveyor with information as required. CONFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT 15 NOT 5. All H.V.A.C. work shall comply with Article 10 of the N.Y.S. Uniform Fire Prevention RESPONSIBLE FOR THESE INSTALLATIONS. R-30 IN5UL. �-- -1 and Building Code and Energy Code. Contractor shall review all mechanical systems WINDOW SILL with owner for type of system to be provided (I.E. oil, gas,or electric hot water or R311.1 Stairways shall not be less than 36 inches in clear width at all points above the PLATE < } air, etc.) including air condlitioning requirements. Architect is not responsible for permitted handrail height and below the required headroom height. Handrails shall not STUD TO PLATE: LU heatin or air conditioning systems in capacity. TYP. ROOF. TIES: �T� g g y �yproject more than 4.5 Inches on either sideof the stairway and the minimum clear SIMP50N "HDU5" UPLIFT 1-�--I Q Q b. Owner shall obtain any and all required permits prior to allowing contractors to width of the stairway at and below the handrail height, Including treads and landings, SIMP50N "Fl" l'-4" n Z proceed with any of the work. shall not be less than 31.5 inches where a handrail is installed on one side and 2-1 CONNECTORS a 16" O.G. GONNEGTOR W/ A" DIA. F- T All site work Includingsanitarysystem, utilities, easements. setbacks, elevations, U.N.O. � O Q drainage, retaining walls, eft. shll be in accordance with a site Ian prepared the Inches where handrails are provided on both sides. The maximum riser height shall be TYPICAL AT CORNERS F--I [� g g P P P b.25 and the minimum tread depth shall be 41 in conformance with R314.2. Minimum OF BUILDING AND AT J owners surveyor. The Architect is not responsible for site designs of any type in any headroom 6'-b'. All stairs shall be provided with illumination in accordance with BOTTOM PLATE EN05 OF 5HEARWALLS. t Q < capacity. Section R303.4. Enclosed accessible space under stairs shall have walls, under stair W j j� b. All work shall be performed by licensed contractors whom are experienced with surface and any soffits protected on the enclosed side with 112-inch gypsum board. ��� Z the type of work being performed. All contractors shall maintain liability insurance and workers compensation insurance In connection with all work being performed in R311.1.6 Handrails having a minimum and maximum heights of 34 inches and 36 inches, Z 0 project. respectively, measured vertically From the nosing of the treads shall be provided on Q q. All materials, stems,. a •p s u1 ment, Fixtures, etc. shall be installed in strict y 9. at least one side of stairways. All required handrails shall be continuous the full � O O � Z e complianc with the manufacturers written specifications and installation instructions length of the stairs with two or more risers from a point directly above the top riser including all clearances for service,etc. of a flight to a point directly above the lowest riser of the flight. Ends shall be I O 10. All contractors shall warrant their work in writing to the owner for a minimum returned or shall terminate in newel posts or saFety terminals. Handrails adjacent to - LU period of two years. responsible 11. The Architect shall not have control or char a wall shall have a spce of not less than 1.5 inches (38mm) between the wall and the _( a of and shall not be res t- 9 P i for construction means, methods, techniques, sequences, or procedures, or for safety handrail. The handgrip portion of handrails shall have a circular cross section of 1-1/4Inches minimum to 2-5/8 inches maximum. Edge radius of I/8". programs in connection with the work or for acts or omissions of the contractor, , p /� /� +--a subcontractors or any person performing any of the work, or for the failure of any of R312 Guards are to be a minimum of 36 Inches (gl4mm) In height. Open sides of stairs 7*I/I I CAL FRANI I N� � 7A I L LU them to carry out the work in accordance with the intent of the contract documents in with a total rise of more than 30 inches above the Floor or grade below shall have I^I I I O that said responsiors, 1s the sole responsibility of the contractor. guards (each side) not less than 34 inches in height measured vertically from the �j • ®® 1' `�/ �.•.I. wI II ��II O 12. All exterior doors, roofing shingles, trim, siding, etc. shall be reviewed and rosin of the treads. (Second Sion wards are recommended to be hi herd `� � Y� `� o� l I ��� 110 O approved by owner. g y g g I" = I'-O" I" = 1'-0 " 13. All interior finishes including but not Ilmited to walls, flooring, tile, etc. shall be R314 Single and multiple-station smoke alarms shall be installed in each sleeping reviewed with and approved by owner. room, outside of each separate sleeping area in the immediate vicinity of the O 00 14. All miscellaneous interior items including but not limited to doors, trim, Fireplaces. Z 'W closet shelving, kitchen cabinets, shelving. hardware, etc. shall be reviewed with and bedroom, on each additional story of the dwelling, including basements. The alarm o d devices shall be interconnected In such a manner that the activation of one alarm will approved by owner. activate all of the alarms in the individual unit. The alarm shall be clear) audible in all j 15. Where existing waits, posts etc. are removed it is the responsibility of the y contractor to provide temporary support, shoring, bracing, etc. as required. bedrooms over backround noise levels with all intervening doors closed. All smoke alarms shall be listed and installed in accordance with the provisions of this code and the household fireworning equipment provisions of NFPA"12. CCG �II ff /� //�� GG R315 Carbon monoxide alarms shall be Installed outside each separate sleeping area PN&IN M11#81 2236 C IE!B l eN {�6r�1"'°'���.7' in the Immediate vicinity of the bedrooms. Where a fuel-burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be listed in accordance PROJECT5-2236 LIVE DEAD with UL 2034 and UL 211. A-I.DWG 30 10 ROOF . SNOW LOAD: R102.1 A vapor retarder are required on the interior side of Frame walls In Climate PER .12 PITCH Zones 5 portion o, bf, 1pb and Marine 4 with e,gthe exception of basement walls and below grade, 40 10 DECKS / PORCHES p g any wall. 40 10 ROOMS OTHER THAN SLEEPING ROOMS 30 10 SLEEPING ROOMS Rb01.1 Attic access. An attic access opening shall be provided to attic areas that exceed 30 square feet and have a vertical height of 30 inches or greater. The 20 10 6%TT165 WITH STORAGE rough-framed openinh shall not be less than 22 inches by 30 inches and shall be located in a hallway or other readily accessible location. A 30-inch minimum 10 10 ATTIG5 WITHOUT 5TORACE unobstructed headroom in the attic space shall be provided at some point above the access opening. See Section M1305.1.3 for access requirements where mechanical equipment is located in attic. RI001.1 Masonry chimneys shall be constructed, anchored, supported, and reinforced as required 1n this chapter and the applicable provisions of Chapters 3, 4,and b with applicable clearances to combustibles and firestopping. SENERAL RE140YAL N07r=S: 1. THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING UTILITIES, PIPING, WIRING, 6A5 LINES, PLUMBING LINES, ETC. THAT ARE AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE La° o u s a s n s s PROVISIONS PRIOR TO PROCEEDING WITH DEMOLITION WORK. Le ��'[�-r ou[ u 2 xb 5 x6 2 xb 'bxb 2 x4 2-ANY AND ALL REQUIREMENTS INCLUDING BUT NOT LIMITED TO 05HA -� - AND NEW YORK STATE BUILDING CODE REQUIREMENT5 FOR Mg p@&m@%m G°QMCEG7MC�+rD R-13 R-2 -13 i i i26xba -13 DEMOLITION WORK SHALL BE ADHERED TO FOR ALL WORK G3p�VJ[�(mm'loD9 I R- 22 I PERFORMED IN CONJUNCTION WITH TH15 PROJECT. �7r� I I I R-2 UP 3.6ONTRACTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS 12R I II PRIOR TO CONSTRUCTION. SHOULD ANY BEARING PARTITIONS BE �L u REMOVED AS PART OF THIS PROJECT, CONTRACTOR SHALL PROVIDE r------ o R-4 I TEMPORARY BRACING UNTIL NEW WALLS OR SUPPORTING MEMBERS [°�L,L ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING PARTITIONS THAT ARE TO BE REMOVED SO THAT ADEQUATE ' EXISTING i ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW _--------- I CONSTRUCTION. .°�. EXISTING LIVING ROOM I R-II DINING ROOM UP 4.CONTRACTOR SHALL VERIFY AMOUNT OF EXISTING WALL FINISHES TO --- `�I EXISTING i BE REMOVED FROM WALLS THAT ARE TO REMAIN. SAID FINISHES TO 4R '• °I MASTER BEDROOM I BE REMOVED MAY INCLUDE EXISTING VINYL WALL COVERING, ' R-4 R-4 I I PANELING, ETC. EXISTING -----' I _____ GARAGE R-8 R-8 ----- R_4 5 LEGALLY MATERIAL AND D EBR BI G.EMOVED FROM THE SITE SHALL BE015P 41t' a trl 0 / 0. R-4 b.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN u R_q ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING CODE AND ANY AND ALL LOCAL REQUIREMENTS. EXISTING - _ . '. .-•,.�- _ �_ ° 7. ALL ELECTRIC, WORK SHALL BE REMOVED AND TERMINATED IN L�� ____ BATH 'r��a R-2 2 x4 UP f =bl ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL ELECTRIC 5R I II I I R-a ���/i n+b R-I R-I CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITERS. I IL------------ REF. i i i SKY LI6HT OPENINGS - -7T---- --------- 5.6.0. SHALL PROVIDE TEMPORARY SUPPORT OF ANY d ALL UTILITIES, 11 PIPING, CONDUITS, THAT 15 AFFECTED BY THEIR WORK.NZ) ULJ�❑ +sv 6L. q. CONTRACTOR SHALL COORDINATE W/ OWNER THE REMOVALS OF '-------7 'Y ;��� R-2 I I EXISTING ITEMS THAT OWNER MAY H15H TO RELOGATE/REU5E. RR-8 III I r----� r I I R-q I I i {i i R72 10-7-22 ISSUED FOR PERMITS R-2\� R-14 —� EXISTING HALLWAY R-I RE�O `/ AL 07r=�7: 4 GON5TRUGTION. R-14 I I I � EXISTING � � i i � i /� e �se R-2 EXISTING WOOD FRAMED WALL TO BE REMOVED A5 INDICATED KITCHEN I I I I �((2)2 xb R-4 I`� ,'I �,+ --J I I I o R-I INCLUDING BUT NOT LIMITED TO ANY AND ALL ELECTRICAL 1 x3' R-b i I WASHER DRYER ,------------ I I I �� v 0 s`j. I 1 r===� I I I I I b+b DEVICES, MECHANICAL, PLUMBING, 6YP. B0. 8 M156. FINISHES ETC. 190 BATH I R L------ EXISTING -2 EXISTING DO OR, FRAME, # HAREWARE SHALL BE REMOVED ------ DISCARDED. � G FOYER + R-L __%__ BEDROOM-2 R-3 PORTION OF EXISTING WOOD FRAMED WALL SHALL BE REMOVED R-2 R-3 DOWN I R-8 TO ALLOW FOR NEW POCKET DOOR. 12R 2°x41 EXISTING FLOOR FINISHES SHALL BE REMOVED TO SUBFLOOR 8 EXISTING I I EXISTING R-4 BE PREPPED FOR NEW FLOOR FINISHES. MUD ROOM (2)I x6 a R_q BEDROOM 3 EXI5TIN6 KITCHEN APPLIANCES, BASE CABINETS, WALL CABINETS, PAN R TRY —J -4 R-4 R-5 COUNTERS, ETC. SHALL BE REMOVED IN THEIR ENTIRETY. 6 KITCHENETTE fR_6 EXISTING PLUMBING FIXTURES SHALL BE REMOVED d DISCARDED 21I x3' 2°x3' IN THEIR NTI RETY. EXISTING GYP. BOARD CL6. TO BE REMOVED AND DISCARDED IN +(x I I R-� THEIR ENTIRETY. I I R75 EXISTING 2X6 CLG. JOISTS TO BE REMOVED AND 0156ARDED IN THEIR ENTIRETY 4 x4 2"x4' 2"x4' R_q EXI5TIN6 61-6. FAN, RECE55ED LIGHTING SHALL BE REMOVED t DISCARDED IN THEIR ENTIRETY. FR--iZj EXISTING HANDRAIL TO BE REMOVED IN ITS ENTIRETY. R---111 EXISTING DECORATIVE WD BOXOUT CASEWORK ON 61-6 TO BE REMOVED d DISCARDED IN ITS ENTIRETY. -12 EXISTING ATTIC STAIR TO BE REMOVED d DISCARDED IN ITS ENTIRETY. R-I3 EX15TINO WINDOWS SHALL BE REMOVED 8 DISCARDED IN THEIR ENTIRETY. R_14 EXISTING SKYLIGHTS 8 ASSOCIATED FRAMING SHALL BE REMOVED d DISCARDED IN THEIR ENTIRETY #*6ONTRAGTOR SHALL COORDINATE AND VERIFY REMOVAL OF ANY EXISTING CONSTRUCTION THAT 15 NECESSARY TO COMPLETE NEW WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE z REMOVAL LIMITS OF ALL EXI5TIN6 CONDITIONS THAT INTERFERE O WITH THE CONSTRUCTION OF NEW WORK. �T� _ U < > D-/ W- C) �- 4„ vTR W �— z z A ROOF Q F- Q o C 3"- i ----------- 1 W W O ---- 3 ----------- --- 3° z_-------- z 2° --- -------- ----- `O- 2„ It pp i F-i O O KITCHEN i 2" 12" BATHROOM 13-' i BATHROOM '12- SINK 13° ii- I I/2 i LAV. LAV. LAV. I 5HR 1 1/2" 1ST. FLOOR °� WG � WG I TUB I 00❑O — C.O. G.O. G.O. 41- 411o0 G.O. TIE INTO EXI5TIN6 5014D z PITCH 4° 4" APPROVED SANITARY [ SYSTEM. d EXISTING 4 SANITARY LINE t11 pG30dC�C�4#o 2236 BASEMENT PROJEGT5-2236 A-2.DWG DG3�M9�aC�#o LU G IS r�) IASRA � �aCC4 MO❑o 4 of l T FRAK NI I��I l® I r=5: I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 OR BETTER. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/6" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR. EXP05URE I. 5/4" MIN. THICKNESS. ALL EDGE5 OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS &'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, cf'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL ��g QOOGQMnOC G1MCMCUJC HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON nowt G3G[Imloo my Tom DRAWINGS. 63�oC7�Ilo00�544 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-O" O.G. PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENIN65(5kylights,stairs etc.) OR A5 NOTED ON DRAWINGS. 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONSf OR AS NOTED ON DRAWINGS. POOR AINnOA SGHEDULN: 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR MARK ANDERSEN QTY. ROUGH OPENING UNIT DIMENSIONS APPROVED EQUAL. 400 SERIES G. PLYWOOD SHEATHING TO BE NAILED WITH 8D 6 4" O.G. EXIST. - - - EXTERIOR EDGES AND 60 ® 12" D.G. INTERMEDIATE. ;' w 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND +� O FWG8Ob8R I b-8 x 8-O 6-8 x 7-11 41, STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. O A41 1 2-0 x 4'-0 2-0 x 4'-0" 11. ALL PRE-ENGINEERED " ..•'' LUMBER SHALL BE TRUSS JOIST TJI O TW3046 2 4'-8 x 3'-1 4'-8 x 3'-2 SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING 6-11 1/4" 6k STIFFENERS INSTALLED AS PER MANUFACTURERS 4"x4" SOLID P05T WINDOW NOTES: RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL DO�MC�o O O O OG I. ALL BOTTOM OF WINDOW HEADERS SHALL BE LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4 LVL b'-&" AFF UNLE55 NOTED OTHERWISE.WALLS. RIM J015T SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING-, vt`0 SHR 2. PROVIDE JAMB EXTENSIONS AS REQD FOR b STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER(2) 2x10 HDR 4"x4" SOLID P05T 48"x5q" 10-7-22 ISSUED FOR PERMITS 3. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO MANUFACTURERS RECOMMENDATIONS. $ CONSTRUGTION. 91 ORDERING. 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. UP 4. CONTRACTOR SHALL COORDINATE AND VERIFY MACHINE BOLTS ® 12" O.G. `r ALL ROUGH WINDOW OPENINGS AS PER 12R MANUFACTURES SPECIFICATIONS WITHOUT 13. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. EXCEPTION. 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR L J BEAMS, SPACING NOT TO EXCEED 8'. p_r C '� INDICATES EGRESS WINDOWr] EXISTING 30" x LIVING ROOM iv PGKT. UP 4R � MASTER MASTER BEDROOM DR. EXISTING I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT 5HINGLE5 BY � �1 N '� r J on 2 TIMBERLINE, COLOR TO MATCH EXIST. ON 30 LB. FELT AND 3/4" DW i U_ o _ COX. PLYWOOD. r L 2. PROVIDE GRADE ICE d WATER SHIELD AT LOWER 36" OF ALL XI X15T�N� Gp�Rp,� PANTRY SHALL I FOLLOW SLOPE XPROPOSED w 24" SLOPED ROOF AREAS AND AT ALL VALLEYS. OF EXIST. ATTIC STAIR. V.I.F. K CHE O PGKT. OSD - � I m `10 `1r0 L}bOPR +0 rYUP PAN 8 b 5? 2x6 L E CS E I V 1 IN• tv REF m PROVIDE 4'-6 1/4" 4' I/4" cv EXIST. WOOD FRAMED WALL 30 x30 TO REMAIN. I e ATTIC ACCESS 4"x4" EXISTING 50LID ----------- EXIST. WOOD FRAMED WALL TYi=I GAL MOTES: HALLWAY 050 0 5D POST ----------- TO BE REMOVED � +6e wASMER DRYER NEW 2"x4" HD FRAMED EXT. WALL: 10 0 WALLS a 16" O.G. w/ 1/2" 2"x4" 5TUD5 ® Ib"o.c. AT 8' HT. w/ R-15 IN5UL. SHEATHING: 1/2" MIN.. COX BATH c�v 30" - G.W.B. EA. SIDE PLYWOOD, EXTEND TO COVER FULL TOP, SOLE 4 51LL PLATES. THEN COVER PGKT. Q w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY o� EXISTING m DR. EXISTING BEDROOM 2 510ING/REQMT5. 8 ALL FINISH TRIM (A5 APPROVED BY OWNER). o FOYER '0 D tY� 0' S0 SMOKE DETECTOR GO CARBON MONOXIDE ROOF I N6: DOWN PROPOSED DINING AREA 11 N DETECTOR ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (AS SELECTED f� 050 12R PGGKT. m BY OWNER) OVER 15 LB. FELT t 3/4" MIN. COX PLYWD. 5HEATHING. USE b v EXISTING NAILS PER SHINGLE d PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST" 24" MIN. z MUD ROOM (2)I xb e EXISTING DR EXHAUST FAN MIN 75 GFM FROM ALL ROOF EDGE5/6REAK5. ALL FA5TENER5 4 FLASHING TO BE O BEDROOM 3 CORROSION RESISTANT. P4 _ vu, PANTRY +6 i$� ROOF TIES: U - } PROVIDE SIMPSON, C520 STRAPS, GUT TO LENGTH F/ MIN. 8- 8d NAILS, EACH ~f CE� 5'-II I/4" 6'-9 I/ ; END OF STRAP, AT EACH RAFTER ® Ib"o.c. USED TO TIE ROOF RAFTERS TO F-1 WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS d RAFTERS FOR W Z o PROPOSED 24 CONNECTION OF TIES. ^Q 'L+ BATHROOM DR T' JJJ HALL TIE5: ^ —I ~ Q REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : WHERE UPPER O O /� PP LEVEL STUDS ALIGN WITH LOWER LEVEL STU05: TIE 5TUD5 TOGETHER w/ SQUARE FOCTl//��-tc� EB: SIMPSON 6520 5TRAP5 a Ib"o.c. USE MIN. -I-Bd NAILS, EACH END OF STRAP. ik� 7- (SEE STANDARD DETAILS, DWG. 1). Z 51LL/WALL TIES: Q Z LU CO EXIST. FIRST FLOOR = 1,808.41 5.F. REOV. ONLY AT WALL5 SUPPORTING ROOF STRUCTURE : U5E 5lMP5CN C520, EXIST. GARAGE = 416.05 S.F. 20 GAGE STEEL STRAPS ® I6"o.c., GUT TO LENGTH AS REQ'D. FOR 1-8d I--I ®®IR I�I TOTAL HABITABLE SPACE = 2,25-1.4a S.F. NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL d UP OUTSIDE FACE OF WALL, IN LINE w/ STUDS. (5EE DETAIL, DWG. 1) ci `SCALE: I/4" = I'-O" HEADER: � � Z MIN. HEADERS: 3-2"x8" AT 2xb WALLS, AND 2-2"x8" AT 2x4 to z WALLS/PARTITIONS, UNLE55 NOTED OTHERWISE (U•N.O.). SPANS OF < b.-O., AND OVER;SUPPORT w/ DBL. STUDS, 9'-O" AND OVER; SUPPORT 00 w/TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) o� O FROM HDR. TO JACK STUDS AT EXTERIOR WALL5 SUPPORTING ROOF — STRUCTURE. � O FASCIA 5OFFIT: I"xb" FASCIA w/ 2"x 5UB-FA5GIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. a N [ VER5ATEX TRIMBOARD (or equal) AND/OR T46 WOOD TRIM AS SELECTED. INCLUDE GUTTERS 4 LEADERS, AS APPROVED BY OWNER. 5UB—FLOOR: P12&D1E@U#o 2236 5/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, GLUE d NAIL PLYWOOD TO FLOOR JOIST5/FRAMING. - (VERIFY SPECIFIC UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS n�� ��[�[�o PROJECT5-223(o SELECTED BY OWNER). A-3.01^16 RIM BOARD: AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, ILEVEL;USE MIN. I" e-RIM BOARD (or EQUAL) EXCEPT AT PORCH d DECK NAILERS; USE VW RIM BOARD. ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOCKS (PER J5TJ UNDER ALL BEARING PARTITIONS d POSTS. 5MOKE DETEGT0R5: QS 5 INCLUDING CARBON MONOXIDE DETECTION: PROVIDE BOTH AS PER CODE, TO BE HARD-WIRED AND INTERCONNECTED. (NOTE. ALL DEVICES, MAY NOT BE SHOWN: VERIFY ALL LOCATIONS, ON ALL LEVELS). �mi C4 mal 5 of 6 EXIST. GAMBREL ROOF BEYOND ATTIC INSULATION ATTIC FLOOR FRAMING EXIST. 2" x 8" PROVIDE RIDGE VENT RIDGE BOARD COORDINATE W/ MECHANICAL RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" f1g G�OGQGvIOO C� G�MC�G�]MC� G3owpa[nJ idol Mn u �5 ° o� CONTRACTOR DIMENSIONAL --"-------------------. COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE 63�0�1��10044 REQUIREMENTS FOR DUCTWORK ------- -' - '- - -- ------ SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED MAINTAIN MIN I" - - - — — -- - PRIOR TO FRAMING. AIR SPACE BETWEEN EXIST. ROOFING SHEATHING TO ❑ INSULATION $ SHEATHING_.. 2" x 6" G.J. REMAIN a I6" O.G. (2) 2" x 4" -- - -- - PLTS EX15T. 2"x6" R.R. Y R-21 TYP. a 16" O.G. minim OML T.O. HEADER. PROVIDE I" RIGID --- �'-5 " AFF INSULATION (R-6) EX15T. 2" x 6" G.J. ��M LATCH TO _-_.. EXIST. CANTILEVERED l} ® 16" O.G. TO BE REMOVED pVERHANG TO REMAIN PRESSURE SEAL AT WEATHERSTRIPPING (2) 1 " x Q " LVL = (NO CHANGE) HALL NE SLIDING DOOR PROPOSED KIGTGHEN BEYOND PROPOSED DINING AREA W nn nn ° BY ANDER50N REFER V ❑ TO PLANS FOR A T 5PECIFIGATIONS __ - _ EXIS'. CANTILEVER AIR A I N BEYOND (NO CHANGE) 10-7-22 ISSUED FOR PERMITS D/W „ CONSTRUCTION. EXIST. 5UBFLOOR NEW 2 x 4„ HD EXIST. 2" x 4" HD I i� `_- --- - FRAMED WALL --------- � TO REMAIN _...__ _ _. FRAMED EXTERIOR EXIST. FIRST FLOOR WALL ELEV. 0'-0" (DATUM) EXISTING 2" x 10" F.S. @ 16" O.G. TO REMAIN (NO CHANGE) EXISTING GRADE SIG GRADE MANUFACTURED RECESSED C 7 I O I � 7 U 17 C H I C 4 I I � I I �� AREA. LIGHT ENCLOSURE INTERIOR WOOD FRAMED I ATTIC INSULATION WALL G ING J015T 1/2" GYPSUM BOARD DRYWALL CLIP V,_fM x "V�� "N INSULATED EXTERIOR WALL EXPANDING FOAM SEALANT AT PERIMETER CONTINUOUS BEAD OF SEALANT EXTERIOR WALL SHEATHING LLLDRYWALL 6EILING EXIST. 2"xb" REGE55ED LIGHTING FIXTURE RIDGE BOARD EXIST. 2"x8" AIR B AL I O A I I I 7 ® Z RIDGE BOARD EXIS 2"X6" I IN7ERB"-C71NIS T. @ 16" O.G. EXIST. L I �HT 1 Ne I N ATTIG ATTIC, EXIST. STRUCTURAL KEEWALL SHALL SCALE: -D" BE MODIFIED TO ALLOW FOR EXIST. 2"xb" EXIST. 2"X4" INSTALLATION OF NEW LVL. R.R. ® 16" O.G. KNEE WALL R-30 INSULATION (2) 1 " x 11 " w L Z e W/ �" PLTEffin I- BATT R-30 INSULATION B.O. LVL R-15 INSULATION � " ELEV. 10'-O" AFF w L O �— 2 X6 G.J. � ib O.G. _J 2 (� z - - - - - - - - - - - I - TYPICALNOT�S: Q � � � EXIST. G.T. TO — — BE REMOVED IN LIVING ROOM, - EXIST. (3) �—EX15T. 2" x 6" G.J. O Z ROOM 2" x 10" GIRDER TO BE REMOVE;? O O DINING -- . ._. ------ , . - - -- --_, EXT. ILL: +IE,�DE�z• O ENTRY TO ALLOW ;' f i 2"xb" 5TUD5 a I6"o.c. AT 8' HT. wl R-14 INSOL. 5HEATHIN6: 12" MIN. GDX MIN. HEADERS: 3-2"x8" AT 2xb WALLS AND 2-2"x8" AT 2x4 T FOR GATHEDRALE:D _ PLYWOOD, EXTEND TO COVER FULL TOP, 50LE 4 SILL PLATES. THEN COVER HA L S (U v i L 5/PARTITIDNS, UNLESS NOTED OTHERWI E .N.O.). SPANS OFLu / w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY `fl GLG. \� PROVIDE 2x4 ' O 6-o AND OVER; SUPPORT w/ DBL. STUDS 9-O AND OVER; SUPPORT i A ; ���` I SIDING/REQMT5. 8 ALL FINISH TRIM (AS APPROVED BY OWNER). SUPPLEMENTAL __- - w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) j FRAMING ® 45 O FROM HDR. TO JACK 5TJ05 AT EXTERIOR WALLS SUPPORTING ROOF ' 1 1/A I CIK' _ EXIST. LIVING ROOM BATHROO DEG. TO MASTER BEDROOM ; I o CONSTRUCT I ROOFING: STRUCTURE. I ,i OO O TRAY LLG. I! I ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (A5 SELECTED FASGIA/ SOFFIT: IN MASTER I i BY OWNER) OVER 15 LB. FELT 8 3/4" MIN. GDX PLYWD. SHEATHING. USE 6 BEDROOM EXIST. 2 X4 WD FRAMING NAILS PER SHINGLE ff PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. I"xb" FASCIA w/ 2"x SUB-FA56IA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ EXTERIOR WALL CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. z FROM ALL ROOF EDGES/BREAKS. ALL FASTENERS d FLASHING TO BE VERSATEX TRIMBOARD (or equal) AND/OR T8G WOOD TRIM AS SELECTED. / CORROSION RESISTANT. INCLUDE GUTTERS d LEADERS, AS APPROVED BY OWNER. d v - - —---- EXIST. SUBFLOOR ROOF TIES: �- TO REMAIN PROVIDE SIMPSON, 6520 STRAPS, GUT TO LENGTH F/ MIN. 6- 8d NAILS, EACH SUB-FLOOR: _--_--___._-- ------------------ -__-_-. ___ EXIST. FIRST FLOOR s ELEV. O'-O" (DATUM) END OF STRAP, AT EACH RAFTER a I6 o.c. USED TO TIE ROOF RAFTERS TO 34" THICK,,YWOOD RATED FLOOR J000, ALL RA EDGES OVERIFY ID BLOCKING, GLUE p��p���#0 2236 WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS 8 RAFTERS FOR CONNECTION OF TIES. UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS EXIST. 2"XIO" F.S. ® I6" O.G. SELECTED BY OWNER). TO REMAIN (NO CHANGE) WALL TIES: o PROJECTS-2236 EXISTING GRADE, REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : WHERE UPPER RIM BOARD` A-4.DWG LEVEL STUDS ALIGN WITH LOWER LEVEL 5TU05: TIE STUDS TOGETHER w/ AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, !LEVEL;USE MIN. I" e-RIM SIMPSON G520 STRAPS ® 16 o.c. USE MIN. 7-8d NAILS, EACH END OF STRAP. BOARD (or EQUAL) EXCEPT AT PORCH d DECK NAILER5; USE V4" RIM BOARD. (SEE STANDARD DETAILS, DWG. 1). ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOCKS (PER J5T) UNDER ALL BEARING PARTITIONS 4 POSTS. SILLMALL TIES: REOV. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : U5E 51MP50N C520, 20 GAGE STEEL STRAPS a 16"o.c., GUT TO LENGTH AS REQ'D. FOR 7-8d NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL d UP OUT51 DE FACE OF WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. I) �a��4 a000 6 of 6