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HomeMy WebLinkAbout46194-Z ��OSUFFaLkcoG Town of Southold 12/18/2021 a y� P.O.Box 1179 c rn 53095 Main Rd o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42639 Date: 12/18/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1045 Fanning Rd.,New Suffolk SCTM#: 473889 See/Block/Lot: 117.4-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/16/2021 pursuant to which Building Permit No. 46194 dated 5/6/2021 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: alterations and additions, including garage with living space above(family room and bathroom)and second floor deck,to existing single family dwelling as applied for. The certificate is issued to Kostakis,Constantine&Ann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46194 11/16/2021 PLUMBERS CERTIFICATION DATED 11/14/2021 17 NonstfRlipeKostakins t ori 0 ignature �O�ofFni�co TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y x ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 46194 Date: 6/6/2021 Permission is hereby granted to: Kostakis, Constantine 1613 2nd St Kirkland, WA 96033 To. Construct additions and alterations to existing single family dwelling as applied for. At premises located at: 1046 Fanning Rd., New Suffolk SCTM # 473869 Sec/Block/Lot# 117.4-27 Pursuant to application dated 4/16/2021 and approved by the Building Inspector. To expire on 11/6/2022. Fees: CO-ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $545.60 Total: $595.60 Building Inspector oF so�ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviin('cD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Constantine Kostakis Address: 1045 Fanning Rd city:New Suffolk st: NY zip: 11956 Building Permit#: 46194 Section: 117 Block: 4 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 23 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures Heat Detectors 1 Sub Panel 50A A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect Switches 15 4'LED Exit Fixtures Pump Other Equipment: Sub Panel 12 Circuit/ 8 Used , W/D Notes: Garage and Living Space Above Inspector Signature: ate: November 16, 2021 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road. Fax(631)765-9502 P:O.Box 1179 Southold,NY 11971-0959 ��Utlki�s�� BUILDING DEPARTMENT TOWN OF SOUTHOLD i 1 f i37 sn 2 I CERT IFIC.ASTI0 Date: �b l Building..Permit No. } Owner: ��/�7A�✓T1�/� ���'filA.��S 7 . .'(Please punt) � J/ (Please"print) j I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead, i i lumbers Signature) Sworn to before me this day of 20 � Nay Publla ? StM9 of WashingM Q Laurie A Millard _ ComMb9m No.64065 �MWO 02 W25 Notary Public, Ctunty. i a 1 a I� pF SOUTh°lo TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC 7. ROUGH ION [ ] FOUNDATION 1ST 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 RE ARKS: k oyLV tk dA" DATE 74 3-o INSPECTOR i ho��OESOUTyolo � ' _�tN A) # # TOWN OF SOUTHOLDBUILDING DEPT. - 765-1802 INSPECTION [ ] FOUNDATION IST [ ] 'ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATIOWCAULKING . [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ `] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) rl CODE VIOLATION [ ] PRE C/O REMARKS: DATE -INSPECTOR . W I { OF SO/¢?,O h� �O * # TOWN OF SOUTHOLD BUILDING DEPT. ca765-1802 INSPECTION [. ] FOUNDATION 1ST [ OUGH PL13G. ] OUNDATION 2ND' ['/11 INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION` [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: n K 4 0 _ Y DATE 3 INSPECTOR �F SOh°lo # # TOWN OF SOUTHOLD BUILDING DEPT. urm��'a� 765-1802 :. 1 NSPECTION [ ] FOUNDATION IST [. ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ISULATION/CAULKING [ f FRAMING /STRAPPING FINAL [ ] --FIREPLACE & CHIMNEY _ [ ] FIRE SAFETY INSPECTION [ ]: FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: C �lllW� ©►'� r l Ih �J�w P­_.lA n4g,wowlt/ &Avlve,-� m DATE INSPECTOR *0ES0(/TyOlo # .TOWN. OF SOUTHOLD BUILDING DEPT. onm a 765-1802 r INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]_ FOUNDATION 2ND : [. ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION'- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION` [ ] PRE C/O �,�1� REMARKS: O` 2gar 2 Ek Ll DATE INSPECTOR pF SOUTyolo + l (40 # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o 765-1802 INSPECTION [ ]. FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND. [ j 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 REMARKS: , r DATE INSPECTOR E C \ § / E NOV 1 0 2021 BUILDING DEPT 'TOWN � \�y g, . . . }y >:� \ 1,10�y . \� �\ : . � � D EC E H E I i� NOV 1 0 2021 BUIL F TOWN O couTHOLD Y . I S � ti JAMES J. DEERKOSKI P.E. p 260Deer Drive DD Mattituck,NY 11952 U U L 2 202 (631)774 7355 Date: July 21,2021 BUILDING DEPT. TOININ OF S017HOLD To: Town of Southold Building Dept. Re: First and Second Foundation Inspection Constantine Kostakis 1045 Fanning Rd. New Suffolk,NY Permit#46194 To Whom It May Concern: A Foundation inspection was performed on the above mentioned property,and the Garage Footings and Foudation was installed as per submitted plan and meets all State and Local codes. Any questions feel free to call. pF NEW %ce,r6ly, DE erkoski P.E. s�QAR p7 Op FIELD:INSPECTION REPORT DATE COIVIlILNS FOUNDATION(IST) FOUNDATION(2NA) :. folk tv O i ;ROUGH FRAMING; PLUMBING. •g- H INSULATION.PER N.Y. STATE-ENERGY CODE r FINAL ADDI°-I-6r C.OIVINIENTS cz €r �? TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.�),ov Date Received APPLICATION FOR BUI I IT For Office Use Only s x' ` 1 6 2021 PERMIT N0. ��'�/ Building Inspector: Applications an'd forms must be filied out in theirentirety lncnmpiete 4 >` l apfications will,iiot be a�ceptsd Where the Applkantys qkli owner,an Qwr� is l�uthartzat�0 ,fprm �'a> }sh It be Com' etey# t Date: OW ER(S}O P y MN F RC}PE1 Y I'll a Name: r SCTM#1000 ._. ^ Project Address:Aa,/— ...�A_ �_///+ � _ ._ _z✓� Gam. ./'-� . . _ :..� Phone#: Email: Mailing Address —� CUIVTACT pE so e P Name: Mailing Address: �� _ _ ? _ _ . Phone#. /. v` ._.:.. Z ,:...,. . J _.. _ .. _...... „EmailOi4s._ �-�/11�9fo1 v...... IIESIfaaN PROFESSIkfl.NAl,tNFOFtMATCONf .:,, �. x,g Mailing Address. Phone#• Emaileq. 'Ct3�1TRACTQR I�FORMgTIp{�: oa Name: Mailing Address: ^�'er -- 07 Phone#: ..,.,��_/ Emai.l ISCRIPTIONF�PRC1PC15E�CflNSTR�IJCTlO(U f f ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [--]Other $ " ©dt9, Will the lot be re-graded? ❑YesXgO Will excess fill be removed from premises?Ayes ONO 1 yn•` 's , ESE ., .,,�. „x 3 �,. 1 h 3 ?/ c ��' T�R�R RTY IN C 1 tlt hl �� �� Existing use of property: Intended use of ro ert5: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Ye No IF YES, PROVIDE A COPY. ids � r cotttr,4t0 d� - �K . Rd h 1sessipnal is rspanib #or aii dranagertd storm water i F as pr rtl Nit t ► of tf i awn +d � 1 1tION;�}E a i rRq�o3i i3 irding ueparrm tir i,r tne.issuanc 'of a sut a +er € iia t to MINN & trdinar►ce of �4"E6uifotk, t nv�z �i # r eppticable Laws Qdirianc�zs orft #nit w ruCttaq t�f, ii itgs, addition �(��ti i or dernbiitibnAs,Nre d��bed Ttie appilcanigre�stn compNy withifia brdlnanrs, cads' s I iasi tsde ris!�re.w—,-P it qnd to admit autl►orized insp ctnrs on premises and i bpi d ii Is)for»e d S ns ecCian 1 else st`ateme rts� eretn r �bie as a Class A rtis'demesntir pO"iont to'section 21ol45 Of* iwewr ie'i enai Laws r E �'= Application Submitted By(print name) i��/-`',�J�� ��� i4s ❑Authorized Agent Owner Signature of Applicant Date 1�57j ,15'41 . Z001 Le STATE OF NEW YORK) SS• e COUNTY OF 3 a ` W�/Wi'7� 149�,4 � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the �/�, '�`� e24;, � (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this e day of r� 20_ --e Wary Public &SI'. fh13i4'tG,S'r*s#$� %%* �ti.OIST507-9179 .Win�i des .GPROPERTY OWNER AUTHORIZATION any , (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Fg ' BUIL I,IVG DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD . JUL 19 2021 Town Hall Annex - 54375 Main Road - PO Box 1179 w+ . ELI DING DEP'. Southold, New York 11971-0959 �0 0..,6 'e,'* .,�y Telephone (631) 765-1802 - FAX (631) 765-9502 TO rogerr(aD-southoldtownny.gov - seand(@_southoldtownny._gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7 Company Name: KONSTANTINE ENGINEERING Name: CONSTANTINE KOSTAKIS-owner/contractor License No.: email: kostakis42@gmail.com Phone No: 425-229-9546 ZI request an email copy of Certificate of Compliance Address.: 1045 FANNING RD. New Suffolk, NY 11956 JOB SITE INFORMATION (All Information Required) Name: CONSTANTINE KOSTAKIS-owner/contractor Address: 1045 FANNING RD. New Suffolk, NY 11956 Cross Street: Phone No.: 425-229-9546 Bldg.Permit #: H email: kostakis42@gmail.com Tax Map District: 1000 Section: Block: 117 Lot: -4- BRIEF DESCRIPTION OF WORK (Please Print Clearly) 27 Renovation to the existing house by adding a garage with a second level living space. Renovation to the existing house by adding a garage with a second level living space. Renovation to the existing house by adding a garage with a second level living space. Check All That Apply: Is job ready for inspection?-. ❑✓ YES ❑NO ❑✓ Rough In ❑Final Do you need a Temp Certificate?: ❑YES [?fNO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame Opole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx Jot/ U -1 X19 Zi firOZ `' BUIL LNG DEPARTMENT- Electrical Inspector U TOWN OF SOUTHOLD 1 2021 if JUL 9 Town Hall Annex - 54375 Main Road - PO fBox 1179 C� .. Southold, New York 11'9711-0959! .. -r.T Telephone krone 631 765-1802 - FAX 6311 765-9502 Q p..v ( ) ( ) r�x: w rogerr southoldtownny.gov — seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ' ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: KONSTANTINE ENGINEERING Name: CONSTANTINE KOSTAKIS-owner/co.ntractor License No.: email: kostakis42@gmail.com Phone No: 425-229-9546: R]I request an,email copy of Certificate of Compliance Address.: ` 1045.FANNING RD. New Suffolk, NY 11956 JOB SITE-INFORMATION (All Information Required) r Name: CONSTANTINE KOSTAKIS-owner/contractor Address: 1045 FANNING RD. New Suffolk, NY,11956 Cross Street: .. - Phone No.: 425=229=9546 kostakis42@ mail.com .. ........ BLdg.Permlt #' email:. g Tax,Map District 1000.. Section: Block: 117 Lot: -4-27 Renovation to the existing house by adding a garage with a second level living space. ' :.BRIEF DESCRIPTION OF WORK(Please Print.Clearly) Renovation to the existing,house by adding a garage with a second level living space. .. Renovation to the existing house I y_adding a garage with a second level living-space. Check All That Apply: Is job ready for inspection?: ✓❑YES -D NO QRough In ❑Final Do you.need a Temp Certificate?: DYES [KNO Issued On Temp Information: (All information required) Service.Size.❑1 Ph ❑3 Ph . Size: A # Meters. Old Meter# New'Service ❑ Service Reconnect. O-Underground❑.Overhead # Underground Laterals 01 02 [:]H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx J PERMIT# Address: Switches P �A— W Outlets A' � m GFI's Surface Sconces 1 J H H's UC Lts Fans Fridge HW Exhaust Oven Dryer I l Smokes DW Service Carbon Micro Generator Combo Coo ktop Transfer AC AH Mini Special: SV 0 S DIA- I� Z Comments: r 0'001 ��L �Lf'✓ WAIlItIc'5 ���✓ 5�/W LU Aler4) v co .o __so I' • o o ci o'ool __ now or former) I Y George F. Grathwohl --- -� S,83 017'40 E. 0 LLI � z -� w O Y > > O Q cu O a . • � x760' 3o.S ___ hforn do f.on h! O a v _3 b. 0 E J LL :.. M -"32.3'-'- 0 O N M w Cn m N O � P O w LIJ N.84005 5011W. ' N.84°05'50"W 100.00� 260.07'FAN PPe NING n ROAD known as " ane") Lane") i • SURVEY FOR ALESSIO TONACCI & ALBERTA TONACC.I NEW SUFFOLK TOWN OF SOUTHOLD S U F F. CO., N.Y. GUARANTEED T0' HOME TITLE DIVISION OF CHICAGO SCALE - I"=40' TITLE INSURANCE CO. MAY 17, 1966 SODU�THHOL�D SAVINGS BANK �PR� NOTE: ■=MONUMENT LAND SSI ENGI R AND LAND SURVE OR,N.Y LIC: NO.12845 RIVERHEAD, N.Y. } f Y' Generated by REScheck-Web Software Compliance Certificate Project Kostakis Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 180 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 7.9%Better Than Code Maximum UA: 139 Your UA: 128 Maximum SHGC: 0.40 Your SHGC: 0.28 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. Envelope Assemblies Gross Area Assembly or I Cavity Cont. U-Factor UA Ceiling: Flat Ceiling or Scissor Truss 439 38.0 0.0 0.030 13 Ceiling 1: Cathedral Ceiling 264 30.0 0.0 0.034 9 Wall: Wood Frame, 16" o.c. 1,118 19.0 0.0 0.060 62 Orientation: Unspecified Door: Glass Door(over 50%glazing) 39 0.300 12 SHGC: 0.28 Orientation: Unspecified Window:Wood Frame 47 0.300 14 SHGC: 0.28 Orientation: Unspecified Floor:All-Wood joist/Truss 38.0 0.0 0.026 18 . ARCH/T. Compliance Statement. The proposed building design described here is cons �.�SWI l pg , ans,specifications, and other calculations submitted with the permit application.The proposed buil a F{¢i ditet t e 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory ist d thee` ch k Inspection Checklist. N � Z Name-Title Signature Date vu r2. 1@ 011 .STATE OF �'- Project Title: Kostakis Report date: 04/14/21 Data filename: Pagel 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=;` `° • Plans Verified Field Verified - # Pre-Inspection/Plan Review Comments/Assumptions,, &'Req.1D zI t Value Value" 103.1, ;Construction drawings and ❑Complies 103.2 "documentation demonstrate _ ❑Does Not [PR1]1 ;energy code compliance for the , U ;building envelope.Thermal ❑Not Observable i envelope represented on w []Not Applicable construction documents. 103.1, (Construction drawings and , ❑Complies ; 103.2, !documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 'lighting and mechanical systems - ❑Not Observable !Systems serving multiple � ❑Not Applicable dwelling units must demonstrate 3. !compliance with the IECC ; !Commercial Provisions. 302 1, )Heating and cooling equipment is; Heating: Heating: ❑Complies ; 403 7" asized per ACCA Manual S based [ Btu/hr j Btu/hr :❑Does Not [0112]? ion loads calculatedP er ACCA Manual J or other methods ! Bt/hrg I Bt/hrg� :❑Not Observable approved by the code official. i I❑Not Applicable ) Additional Comments/Assumptions: 11 High Impact(Tier 1) 2Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Kostakis Report date: 04/14/21 Data filename: Page 2 of 9 SCtlon° n. # " Faunatlon"Inspection Complies?° Comments/Assumptions v, ,. 303 2 1 uA protective covering is installed to ;❑Complies ; [F011]z protect exposed exterior insulation I❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 4019 Snow-and ice-melting system controls;❑Complies ; :[F0i2F installed. ;❑Does Not { bNot Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Kostakis Report date: 04/14/21 Data filename: Page 3 of 9 Section �` � . °°. 6. Plans Verified' Field Verified # Framing/Rough-In Inspection complies?� uCommerlts%Assumptions, &`Req.ID ' Value Value.. n- 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, l average). l❑Does Not ;table for values. 402.3.3, 402.5 l :[-]Not Observable [FR2]1 l ;❑Not Applicable 1 1 I I 1 303.1.3 U-factors of fenestration products Jgcomplies ; [FR4]1 f are determined in accordance °n°❑Does Not (with the NFRC test procedure or taken from the default table. JE]Not Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ;'' ❑Complies ; [FR23]1 I installed per manufacturer's k ❑Does Not instructions. i ❑Not Observable ; ,s ❑Not Applicable 402.4.3 !Fenestration that is not site built '. ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not i AAMA/WDMA/CSA 101/1.5.2/A440 -]Not Observable or has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable l limits. l 40.2.4.5 SIC-rated recessed lighting fixtures" ❑Complies l [FR16]2 sealed at housing/interior finish . ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ` ❑Not Observable l ❑Not Applicable l 403.3.1 ;Supply and return ducts in atticsq,, ❑Complies l [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where<3 inches.Supply and ❑Not Observable l i return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 11for< 3 inches in diameter. l 403.3.2 ;Ducts, air handlers and filter ❑Complies [FR13]1 "boxes are sealed with ❑Does Not joints/seams compliant with ;International Mechanical Code or ❑Not Observable l linternational Residential Code, as ❑Not Applicable ;applicable. 403.3.5 Building cavities are not used as ❑Complies l [FR15]3 `ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.3.6'(1, Ducts partially or completely � ❑Complies 2). ]buried in ceiling insulation have ,�� ❑Does Not [FR26]3 an insulation R-value not lessI I ;than R-8,the sum of the ceiling []Not Observable l 1 insulation R-value against and ❑Not Applicable l above the top of the duct, and l against and below the bottom of ;the duct, is>=than R-19, iexcluding the R-value of the duct m l ;insulation. w� , ,� ��: "A- I I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Kostakis Report date: 04/14/21 Data filename: Page 4 of 9 Section° Plans Verified Field Verified # Framing/R'ou;gh-In Inspection Complies?, Comments/Assumptions, Value• Value Req.IM' 403.7 v 1 Ducts declared to be within the �� �._ :.� _ ❑Complies [FR28]3 )conditioned space are either 1) ❑Does Not completely within the continuous k.,. '❑Not Observable air barrier and within the building ]thermal envelope, 2) buried ` g.a °k ❑Not Applicable ; iwithin ceiling insulation in accordance with Section (R403.3.6 and the air handler is ;located completely within the ;continuous air barrier and within ;the building thermal envelope Viand the duct leakage is <= 1.5 , cfm/100 square feet of ; S conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed s .. (against and above the insulated �' duct>=to the proposed ceilingxp insulation R-value, less the R- !valu! e of the insulation on the 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17F above 105 9F or chilled fluids I I I❑Does Not below 55°F are insulated to >—R- 3. _R- 3 ;❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC '�� � ° v � ❑Complies ; [FR24]1 I piping. ❑Does Not ❑Not Observable ' , []Not Applicable 403.53 .•"Hot water pipes are insulated to I R- R ;❑Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ... ;❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies ; [FR19]� installed on all outdoor air = °❑Does Not k intakes and exhausts. F, .4,� ❑Not Observable �'o❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1,2 '1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Kosta kis Report date: 04/14/21 Data filename: Page 5 of 9 :Section ` plans Verified Field Verified # Insulation.Inspection Complies *_Comments/Assumptlons,a" r Value Value 303,1 rd 'All installed insulation is labeled �,�"� ❑Complies ; [IN13]z or the installed R-values ❑Does Not jprovided. � ❑Not Observable k ❑Not Applicable . 402.1.1, ;Floor insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not :table for values. [IN1]1 ❑ Steel ❑ Steel ![-]Not Observable ❑Not Applicable i I i I 303.2, ;Floor insulation installed pera a ❑Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the " ( underside of the subfloor,or floor n °❑Not Observable ; !framing cavity insulation is in a _ ❑Not Applicable contact with the top side of !sheathing,or continuous !insulation is installed on the ! underside of floor framing and ° !extends from the bottom to the ;top of all perimeter floorframing ,` ' I ' members. 402.1.1, !Wall insulation R-value. If this is a;, R- R- !❑Complies :See the Envelope Assemblies 402.2.5, mass wall with at least lh of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.6 ;wall insulation on the wall !❑ Mass ❑ Mass ![--]Not Observable [IN3]1 exterior,the exterior insulation 1❑ Steel !❑ Steel !❑Not Applicable :requirement applies(FR,10). ! ! ! 1 i i i I 1 1 1 1 I 1 I 1 1 I 303.2 I Wall insulation is installed per _tr , i_'❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ! ❑Not Observable : - � '�❑Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) .Project Title: Kostakis Report date: 04/14/21 Data filename: Page 6 of 9 Section. tans Verified Field Verified. #, ° Final Inspection PrAVISIon Complies'p� Comments/Assumptions�m Req.ID Value Value 402.1.1, ,Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, 1 E] Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, I 402.2.6 E] Steel E] Steel !❑Not Observable [FI1]1 ; ; '❑Not Applicable t t t 1 1 1 3 1 I 303.1.1.1,:Ceiling insulation installed per ❑Complies ; 303.2 :manufacturer's instructions. ' ❑Does Not [FI2]1 ;Blown insulation marked every 11300 ft2. � �r >° ❑Not Observable ; ❑Not Applicable 462.2:3' 'Vented attics with air permeable =d ❑Complies ; [FI22]� insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. `- ❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies [FI3]1 !insulation>_R-value of the E❑Does Not Iadjacent assembly. ;❑Not Observable ; y ;❑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 I ;❑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 ftz :❑Does Not either: Rough-in test:Total leakage measured with a r❑Not Observable Is pressure differential of 0.1 inch ; ;❑Not Applicable ; iw.g.across the system including ;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 Iw.g.across the entire system > including the manufacturer's air i handler enclosure, 403.3.4 ',Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [FI4]1 cfm/100 ftacross the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air i handler @ 25 Pa. For rough-in ❑Not Observable 'tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. t t t t 403.3.2.1 ;Air handler leakage designated e�a❑Complies [F[24]1 !by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ; t ❑Not Applicable ; 403.1.1 .,Programmable thermostats �`e ❑Complies ; [01'912� j installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to A'❑Not Observable ; code specifications. o ❑Not Applicable ; 403.1.2 1 Heat pump thermostat installed ❑Complies ; [FI10]2 on heat pumps. A ❑Does Not ' %" , , = ❑Not Observable ; jNot Applicable ❑ 463.5"'l Circulating service hot water ❑Complies :systems have automatic or e _ -❑Does Not . accessible manual controls. ❑Not Observable ; ° vx' ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Kostakis Report date: 04/14/21 Data filename: Page 7 of 9 Section, ` rified• # osnPlans°Vrified ° ;uFeld %eFinalInspecijon ryComplies? =LCommehs/As.s°umpat ions &Req.ID Value Value 4 6 1 All mechanical ventilation system ❑Complies 03 [FI2512 fans not part of tested and listed x ❑Does Not "r HVAC equipment meet efficacy `s and air flow limits per Table ❑Not Observable R403.6.1. vis. ❑Not Applicable 403.2, Hot water boilers supplying heat ❑Complies ; F1261, through one-or two-pipe heating e ti� ❑Does Not systems have outdoor setback control to lower boiler water . ,❑Not Observable ❑Not Applicable ,temperature based on outdoor PP temperature. 403.5.1.1 Heated water circulation systems '❑Complies ; [FI28]Z ]have a circulation pump.The � �o- ) ��� � � ;❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ) ` � '❑Not Applicable syphon circulation systems are not present.Controls for . a.: circulating hot water system i " d. pumps start the pump with signal e for hot water demand within the z occupancy. Controls automatically turn off the pump when water is in circu anon loop , is at set-point temperature and ` no demand for hot water exists. ` ` n� 403,5.1.2`'Electric heat trace systems ❑Complies [F129]2 •e comply with IEEE 515.1 or UL , ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable 1 l 1❑Not Applicable heat tracing to maintain the PP desired water temperature in the piping. a° 403 5 2 ' Demand recirculation water ❑Complies [FI30]2 systems have controls that - ❑Does Not manage operation of the pump I 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 ; [FI31]2 'tested in accordance with CSA ❑ B55.1.Potable water-side = Does Not pressure loss of drain water heat ❑Not Observable,; _, o °e :❑Not Applicable recovery units< 3 psi for PP individual 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 three or more showers. �' 404.1 90%or more of permanent Q`❑Complies ; [FI6]1 :fixtures have high efficacy lampslive ❑Does Not i _,❑Not Observable ; ���` ❑Not Applicable 404J 1 ;Fuel gas lighting systems havear 71 ❑Complies +� a: [FI231 i no continuous pilot light. El Does Not r ._ ❑Not Observable ❑Not Applicable ; ;Compliance certificate posted. :" ' ❑Complies [FI7]2 _ � � . , ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Kostakis Report date: 04/14/21 Data filename: Page 8 of 9 Section; ; t Plans Verified +ield'Vdrified= # " _rival Inspection Provisions Value Value CoMplies? Comments/Assumptions &tteq.ID •- t 303.3 i Manufacturer manuals for ❑Complies [F118]3 I mechanical and water heating 3 t ❑Does Not lsystems have been provided. ❑Not Observable ; `I 4 ;,1EINot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Kostakis Report date: 04/14/21 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): D• • Window 0.30 0.28 Door 0.30 0.28 . . Heating System: Cooling System: Water Heater: Name: Date: Comments /Zoat_k APPROVED AS NOTED OCCUPANCY OR DATE: sem_ B.P.# USE IS UNLAWFUL NOTIFY BUILDING DEPARTMENT AT WITHOUT CERTIFICATE 765-1802 81 AM TO 4 P FOR THE �� US�U�A��� FOLLOWING INSPECTIONS: t. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE COMPLY WITH ALL CODES OF 2. ROUGH - FRAMING & PLUMBING 3. INSULATION NEWYORK STATE & TOWN CODES 4. FINAL - CONSTRUCTION MUST AS REQUIRED ND CONDITIONS OF BE COMPLETE FOR C.O. SOUTHOLD TOWN ZBA ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN PLANNING BOARD YORK STATE. NOT RESPONSIBLE FOR SOUTHOLDTOWNTRUSTEES DESIGN OR CONSTRUCTION ERRORS. N.Y.S.DEC TRUSS PLACARDING REQUIRED Fire separation required as per NYS Code PLUl"WBER CERTIFICATION ON LEAD CONTENT BEFORE RETAIN STORM WATER RUNOFF O'E'RT, -ICA TEOFOCCUPANCY PURSUANT TO CHAPTER 236 SOLDER USED IN WATER OF THE TOVVN CODE. SUPPL.Y SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. PLUMBING EUX-MG"'VZPMnoly � ALL PLUMBING WAVE &WATER LINA:. i,.;�_ED TEST ING BEFORE COQ/EKING LATEST REVISION FOR THE 2020 RESIDENTIAL CODE OF 15.00 WATER AND SANITARY SYSTEM 11.15 Landings (R311.3.3) Stairways - a floor or landing to be provided at top and bottom - No landing required at GENE RAL 5 F E C I F I GAT I O N S NEW YORK STATE AND ENERGY CONSERVATION 7.05 Flashing _ Aluminum flashing, lead coated, flash all wall penetrations. Flash top of an interior stairway provided door does not swing over stairs. Exterior doors - a floor or landing is CONSTRUCTION CODE OF NEW YORK STATE WITH ALL all corners. Flash all valleys, ridges, windows, door heads, and joints of dissimilar 15.01 Sewage disposal system and fresh water supply shall be designed and built required on each side of an exterior door- At other than the required exit door, a landing is not required CURRENT SUPPLEMENT5 materials. Termite Shield - Copper Kraft Paper in accordance with Suffolk County Department of Health. on the exterior side of a door having two or fewer risers. Egressl doors - a floor or landing shall not be more 1.00 Survey data taken from survey: Alden Young dated: 5/1966 16.00 MISCELLANEOUS than 1 1/2 in. lower than the top of the threshold - At other than the required exit door, the elevation 2.00 SITE WORK 7.06 Caulking/sealant - as selected by Builder. different below the threshold of an exterior door is limited to 13/4", provided the door does not swing over the landing (not applicable to storm doors). (R311.3.1) 2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming 1.01 Gutters and Leaders - .032" prefinished aluminum gutters. .024" prefinished aluminum 16.01 Extreme care and proper measures shall be used so as not to damage, bulge or as required. All footings to bear on virgin soil, pressure assumed bearing cap 2 T5F. leaders. Color - white. To drywells if required. tip walls due to anysuperimposed pressure, shoring, bracing, etc., shall be employed 11.16 Emergency Escape and Rescue Openings (R310.4). Bilco enclosures with direct exterior access until the full dead load of the building is on the wall. Do not backfill against foundation permitted if in compliance with requirements. 2.02 Backfill and compaction - use clean earth containing no organic matter, well graded. 8.00 DOORS AND WINDOW5 walls until floor system installation is complete. 11.11 Stairway Treads and Risers (R311.5) Maximum riser height to be '13/4". Minimum tread depth Fill beneath structure shall be compacted to q5% density as per A5TM D 1551 16.02 Where drawings are in conflict with other drawings or details, the contractor shall notify to be 10". (R311.1.5.2.1) Stairway width - stairways to be a minimum of 36" in width at points above the Method D. Backfill shall not be placed against the existing foundation walls until the 8.01 Openings for emergency use shall include doors or operable parts of windows located g �as permitted handrail height. y p to provide unobstructed egress to legal open spaces. Such openings shall not the architect for clarification. Do not scale drawings. p g t. Handrails may project a maximum of 4 1/2" on one or both sides of concrete is of a sufficient strength and the walls are braced at both top and bottom stairways. Minimum clear stairway width at and below the handrail height, including treads and by framing lumber or temporary bracing. impede egress in an emergency, shall have a minimum area of 5.1 sq. ft. with min. 16.03 The architect will not have control or charge of and will not be responsible for construction and landings, to be: 31 1/2" with handrail on one side only, 21" with handrails on both sides. height of 24 and a min. width of 20 with bottom of openings no higher than 44 above means, methods, techniques, sequences and programs or for safety precautions and programs finished floor in all above grade stories. All glass within 18" of floor to be safety glass. in connection with the work. Within each flight, maximum variation of 3/8 between greatest and smallest riser heights. Within 2.03 Drainage at footings - as required 4" diem. perforated plastic pipe to dry well If Boll each flight, maximum variance of 3/8" between greatest and smallest tread depths. Stairways with Grade floor openings should have a min. net clear opening of 5 sq. ft. (R31 0. conditions require it. Backfill shall not be placed against the existing foundation walls solid risers to have nosings of a minimum of 3/4" and a maximum of 1 1/4". Nosings not required until the concrete is of a sufficient strength and the walls are braced at both top and ° ° 16.03a. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations for treads at least 11" in depth. (Open risers cannot permit the thru passage of a 4" sphere.) bottom by framing lumber or temporary bracing. 8.02 Minimum window requirements per room is 8/o of floor area for light and 4/o for and lawful orders of any public authority bearing the performance of the work and shall promptly ventilation. notify the architect if the drawings and specifications are at variance herewith. 11.18 Stairway Height (R311.1.2.) Min. headroom of 6-8" for stairways and landings. Headroom height 3.00 CONCRETE 16.03b. Owner and contractor shall indemnify and hold harmless the architect and their agents and measured vertically from sloped plane adjoining tread nosing or from floor surface of 3.01 Concrete work shall conform to American Concrete Institute Standard. 8.03 Doors and windows to be insulated glass. employees from all claims, damages, losses and expenses including but not limited to attorney landing or any platform. accessible space under stairs to receive 1/2" gwb. fees arising out of or resulting from the performance of the work provided that any s , 11.1 q Special Stairways claims 8.04 Entrance doors to conform to NY5 Energy Code. y (8311.1.20.1). Winders to have minimum tread width of 26". 3.02 Concrete shall be a min. 3000 psi class @ 28 days unless noted otherwise. Porches damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death or to injury Tread depth to be at least 6 3/4" at walkline. steps, steps, garage floor to be 3500 psi. to destruction of tangible property (other than the work itself) including the loss of use resulting there 8.05 Garage doors to be rated for current/applicable wind load. from and (2) is caused in while or in part by any negligent act or omission of the contractor, any sub- 11.20 Smoke Alarms (8313.1) Where multiple smoke alarms are required, interconnection is required. 3.03 Reinforcing Rods - ASTM A-305: 6/6 x10110 WWF ASTM A-185. Reinforcing contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them Smoke alarms to be located, in each sleeping room, outside of each separate sleeping area in in footings only where variation in soil conditions require, and where soil does not 8.06 8312.2 Window fall protection shall be provided in may be unable, regardless whether or not it is caused in part by a party indemnified hereunder. the immediate vicinity of the bedrooms, on each additional story of the dwelling, including basements accordance with Sections R312.2.1 and R312.2.2. R312.2.1 and cellars, on each level in split level dwellings where an intervening door is located between provide 2,500 psi or noted otherwise. Window sills in dwelling units where the top of sill of an operable window 16.04 Architect is not engaged for supervision in any capacity unless otherwise noted. the adjacent levels. An alarm located only on the upper level is permitted where there is no 3.04 Formwork shall be well braced true to dimension, level and plumb and foundation opening is located less than 24 in. above fin. fl. and greater than 12 in. intervening door between the adjacent levels and the lower level is less than one full story below p above fin. rade or other surface below on the ext. of the building, 16.05 Contractor to obtain all permits and insurance necessary to protect the architect and the upper level. Any alteration, repair, addition or conversion to an existing dwelling requiring a building has been designed for grades less than 5%. the operable window shall comply with one of the following: the owner. Architect to be notified in writing of all changes prior to and during con- permit now requires that all sleeping rooms in the house be upgraded with hard wired & interconnected p p y 9� p q p 9 p9 1) Operable windows with openings that will not allow a 4 in. dia. sphere struction. This drawing is an instrument prepared to facilitate construction and shall not smoke alarm. 3.05 Vapor Barrier 4 mil. polyethylene sheet lap all edges 6". Membrane waterproofing to pass through the opening where the opening is in its largest position. be construed as a contract between the builder and the owner. Federal, State and Local 11-21 Handrails Size (8311.1.8.3) Two methods prescribed with option of accepting handrail with shall be installed on all sub-surface exterior foundation walls. zoning and building code compliance shall be the res p p P 9 t 2) Operable windows that are provided with window fall prevention devices 9 9 p � responsibility of the contractor. that comply with A5TM F20g0. equivalent graspability. Type 1 rails - if circular cross-section, diameter of 1 1/4" to 2"; 3.06 Footings at different levels shall be stepped and the step rise and run shall be a p y if noncircular rail, cross-section of 2 1/4" maximum with perimeter of 4" to 6 1/4". Type II ". g pp p 3) Operable windows that are provided with window opening 16.06 This structure has been designed in accordance with the NYS Energy Conservation code, rails - perimeter dimension exceeding maximum slope of 1 vertical to 2 horizontal. control devices that comply with Section R312-with win .2. residential code in NY5. P g 6 1/4", graspable finger recess to be provided on both sides of rail with specific dimensional criteria set forth in code. r 11.00 Guards and window fall protection per Sec. 8312.1.1- 8312.1.4 ' 8.01 R312.2. Window opening control devices shall comply with 4.00 MA50NRY ASTM F209 11.22 Handrails (section 8311.1.8) Located at 34" vertically The window opening control device, after 11.01 All envelope systems shall be in accordance with the latest revision of the NY5 Energy Conservation Code. y above nosing of treads. Min. of one handrail required for stairs of four or more risers. Handrails to be continuous full length of stairs from a point operation to release the control device allowing the window 9 4.01 Concrete Masonry Units shall meet A5TM G-q0 grade A; solid block ASTM G-145 to fully open, shall not reduce the net clear opening area of the 11.02 Fireplace construction shall be in conformance with Sec. R1006. Air leakage with glass directly above top riser of a flight to a point directly above lowest riser of a flight - may be interrupted grade B. Shapes as required; 28 days old before installation. Minimum net window unit to less than the area required by Section R310.2.1. enclosure and doors outside air supply shall be provided as per N 1102.4.2. by a new post at a turn, volute or turnout permitted over lowest tread. Guards (R312.1) Railing is to be compressive: strength of block to be 2500 psi. a ;nin. height of 36" where porch, balcony, landing or raised floor surface located more than 30 in. L1.00 FINI5HE5 11.03 Guard rails are only required where the difference in grade is more than 30". (R312.1.1) Opening in above floor or grade below. 4.02 Parging - 1 coat Portland cement parging on above grade GMU. Sponge finish 'a" guard rails to be 4" max. (R312.1.3). Handrails are required on stairs with 4 or more risers (R311 .1.8). applied, taped and finished as per U5 11.23 Draftstopping and Fireblocking (8302.12 and 8302.11) Whiere a floor membrane above and at masonry walls below grade. q.01 Drywall - %" tapered edge gypsum board, pp p p 11.04 The code describes the height of a building as the vert. distance from the rade lane to the ceiling membrane below create the concealed space in a floor/ceiling assembly, draftstopping Gypsum Company recommendations. Use water resistant type as substrate for g g g p to be provided under following circumstances: ceiling 5.00 METALS ceiling as per NY5 Building Code. avg height of the highest roof surface. Grade plane is lowest point of grade from any distance 6'-0" p 9 g suspended under floor framing, floor away from house. framing constructed of truss-type open-web or perforated members. Materials for draftstopping 5.01 Anchor bolts shall be 5/8" diameter embedded 1" in poured concrete and 15" in to be adequately supported and installed parallel to floor fra ming members unless otherwise p 10.00 CAST-IN-PLACE CONCRETE 11.05 Attic access openings must be a minimum of 22" x 30" with a min. of 30" unobstructed headroom approved., 1/2" gypsum board, 3/8" wood structural panels, 3/8" T e2-M-W particleboard unit masonry. Min (2) anchor bolts per section of plate. 12" from each end with inter- yp mediate bolts as per chart on Beet A-2.. above (R801.1) other approved materials. p 10.01 All reinforced concrete shall be furnished and installed in accordance with the 5.02 Metal Joist Hangers and Ty-Downs shall be used at all joists with direct bearing. current AGI-318 "Building Code Requirements for Reinforced Concrete." 11.06 ,airway Illumination (R303.1-R303.8). All interior and exterior stairs to be provided with illumination, including 18 GA galvanized steel. Use all nails provided by manufacturer. By Simpson or equal. 11.00 FOUNDATION NOTES k�ndings and treads. Interior stairs light source to be in immediate vicinity of each stairway landing RO � Ali framing to receive hurricane clips and tie-downs as per sheet A-2. or directly over each stairway section (minimum 1 foot candle). Exterior stairs light source to be in E N E 11.01 The presumptive soil bearing capacity is assumed to be (2) T5F for all footings. immediate vicinity of top landing of stairway (bottom landing for basement stairways). Light activation 5.03 Nails - number and type for each application as called for in the WFGM (see sheet A2). devices to be located at both top and bottom of interior stairs; located within the dwelling unit for CODE 11 .02 Filled subgrade below floor and footings shall be compacted to be 95% of the exterior stairs (continuously illuminated or automatically controlled also permitted). Exterior decks with modified proctor. staircases light switch at top and bottom of stairs. BEE ReSGhk 6.00 WOOD 11.01 Whenever an alteration is made to a residence, the entire residence has to have hardwired smoke GALGULATION5 11.03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed (R314.2.2). 6.01 Sill Plate - MGA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfilling and enclosing the building. Termite shield - Copper Kraft 11.08 Exterior frame walls with no fire rating of 0 hour have a min. fire separation distance of 3 ft. (R302.1.2). 11 .04 The maximum vertical distance measured from the top of a basement floor slab to 6.02 Floor, ceiling joist, roof rafters and girders - same grade and construction as for outside finished grade shall not exceed the following. 11.Oq Landings are required at exit doors other than the required exit door if there are more than 2 risers structural lumber noted below (6.08). Type of Wall Height (R311.3.2) EX15TING HOUSE 5Q. I=T. q41 5Q. FT. 8" block w/#5 rods @ 48" o.c. 8 ft. 6.03 Bridging - wood cross bridging - as required by code. 8'-0" O.G. 8" block w/#5 rods @ 40" o.c. q ft. 11.10 Light, Ventilation and Heating (R303.1) Habitable room to be provided with aggregate( d) max unbalanceNEN D EGK 5Q. FT. 1b0 5Q. FT. 8" concrete unreinforced backfill hgt 1 ft glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not required 6.04 Roof Trusses - designed and manufactured to meet all applicable codes. Provide 8" concrete wall f orcein rooms with artificial light capable of avg. illumination of 6 ft. candles at 30" above the floor. NEM 2ND FLOOR 5Q. FT. .) #4@ 40" OG Yert.,#4 within top d b and at midpoint 684 5Q. FT. shop drawings sealed by a Professional Engineer; fabrication certified by engineer max. unbalanced backfill hgt 8 ft. Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of NEN GARAGE/5TORAGE 836 5Q. FT. prior to installation. 8" concrete 9' wall (reinf.) #6@36" oc vert., #4 within top 12" and at 1/3 pts, max. the rooms. 6.05 Floor Deck - 5/8" plywood, standard G-D-X DFPA, direct bearing at edges. Provide unbalanced backfill hgt. Sft. 1111 Ceiling Heights (8305.1) Minimum ceiling height of 1'-0" to the lowest projection required for %" plywood finish underlayment below all vinyl flooring or equal. Glue to joists. 10" concrete 10' wall (reinf.) #6 @34" oc vert. max. unbalanced backfill hgt. q . ft. habitable rooms. Minimum ceiling height of 1 ft. permitted for: hallways, bathrooms, laundry 12.00 MASONRY rooms, and basements Habitable basements areas, with reduction to 6'-8" at beams, ducts and other 6.06 Roof Deck - %" plywood G-D-X DFPA, exterior glue. 12.01 Concrete masonry units (CMU) to ASTM G-q0. obstructions. Minimum height of 64" permitted in nonhabitable areas of basements and hallways, with S This drawing has been prepared in accordance with the provisions of Title VII, Article 6.01 Sheathing 1/2" plywood G reduction to 6'-4" at beams, ducts, etc. -D-X DFPA, exterior glue 145, Sections 1200-120q of the NY5 Education Law. It is a violation of said law for 6.08 Wall Studs - 2 x b. See framing and plans for spacing. All structural lumber shall 12.02 Minimum net compressive strength shall be 2,000 psi. 11.12 Sanitation (R306 and R301). Toilet, bath and shower spaces to be provided with fixture any person, unless he/she is acting under the direct supervision of a licensed have 1100 fb bending stress; 1,600,000 modulus of elasticity and max 1 cl% moisture clearances and clear floor space as shown in Fig. R301.2. Shower compartments to have professional Architect to alter any portion of this drawing in any way. If any part of content, Doug Fir No. 2 unless noted otherwise. 12.03 Mortar to be type "N". compressive strength to be 2,000 psi. nonabsorbent surfaces to a minimum height of 6 ft. above the floor and 305.1. this drawing is altered, the altering Architect shall affix to the item altered his seal and the notation "altered by" followed by his signature, the date of alteration and a 6.09 Siding to match applied over 15 Ib felt or Tyvek 11.13 Hazardous Locations (Section R308.4, R308.4.1) Specific hazardous locations where specific description of the alteration. 12.04 Provide "Dur-o-wall" standard gauge or equal in all walls over 6 courses high. p glazing to comply with provisions for human impact loads: Glazing in side-hinged swinging doors � 6.10 Plywood - all plywood used structurally shall meet the performance standards and 13.00 STRUCTURAL STEEL NOTES This drawing has been prepared for the specific project indicated, and is an all other requirements of applicable U5 Commercial Standards for the type, grade (other than jalousies) Glazing in fixed and sliding panels of sliding door assemblies. Glazed panels instrument of service copyrighted b and the sole property of Peter T. Podlas, PC. I pp yp in sliding and bifold closet door assemblies. Glazing in storm doors. Glazing in unframed swinging y' p p y This drawing may not be copied or used, in whole or in part, by any party without the and species of plywood and shall be so identified by an approved testing agency. 13.01 Steelwork in general shall conform to the current specifications for the design, doors. Glazing in doors and enclosures for hot tubs, steam rooms, saunas, whirlpools, bathtubs fabrication and erection of structural steel for buildings adopted by the AISG. and showers. Where an art of building wall encloses such compartments, glazing within 60" expressed written consent of Peter T. Podlas, PG. Infringements or any use of this y p g p , g g drawing for any other purposes will be prosecuted to the full extent of criminal and 6.11 Provide double joists under all parallel partitions. vertical) above standing or walking surface to be regulated. (5 ft. rule - 5 ft. above walking y g g g g civil law. Possession of an co of this drawing 13.02 All structural steel shall be in accordance with the ASTM specifications, A36 surface, 5 ft. horizontally out.) See Figure R308.4.1. y copy g not containing this notice or the y opening y opening with a strength of 36,000 psi. Architect's seal and signature, in red ink, will be grounds for prosecution. 6.12 Provide (2) 2" x 10" headers min. over an window, door o enin or an o enin with double uprights, q'-0" and over with triple uprights, unless otherwise noted. 11.14 Automatic Fire Sprinkler System NOT required to be installed (R313.1) o There shall be no master filing of this plan with any building department and shall See Header Schedule A-2 13.03 All connections except as noted on plans and details shall have bolted or welded deem the plan to not be valid, sealed and signed plans are good for one calendar connections as in the latest edition of the A15C manual. year from the date listed below. 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood (-beams and o This plan is for the building lot address below and is for a one time use Dated LVL products or equal. All joists, girders and headers shall have bearing stiffeners 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. Architectural 04/15/21. Address: 1045 Fanning Road, New Suffolk, NY installed as per manufacturers recommendations. Web stiffeners shall be required at all load and bearing points at a minimum. Handling, storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, Review Board components shall be as per manufacturer's recommendations. plywood, roof trusses, and sheathing are in place. �� GENERAL NOTES & 1.00 THERMAL AND M015TURE PROTECTION , SPECIFICATIONS NOTICE: BUILDER'S PLAN5 . R' App, 16 C j 1.01 Dampproofing, brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL c021 The Contractor warrants to the Architect that he possesses the articular competence and skill in rade walls. Also add vapor barrier as per 3.05. p p K05TAK15 RE51DENC 9 p p construction necessary to build this project without full engineering and architectural services, and, ry , 14.01 Shall conform to the latest revision of the National Electric Code, the Local Power for the reason that the Contractor wishes to rely upon his own competence, the Contractor or Owner 1.02 Sill Seal - 1/2" x 5 1/2" compressible fiberglass beneath all exterior sill plates. Company and all applicable local regulations. has restricted the Architect's scope of professional services. In reliance on the Contractor's warranty and at the express request of the Contractor or Owner,the Architect has under taken a limited scope (�.Y` ;, ` PETER T. PODLAS of professional services.The construction documents provided by the limited services shall be termed " ' '" `� 1.03 Insulation -see Building Section 14.02 Provide clock type day/night thermostat. ARCHITECT O g Builders Plans" in recognition of the Contractors sophistication. Construction will require that the Contractor adapt the" Builders Plans"to the field conditions encountered and make logical adjustments sox lose,REM5EN8UR6,NY 11960 631-325-0929 14.03 Provide smoke detectors as per NY5 building code. in fit,form, dimension and quantity that are treated only generally by the" Builders Plans". In the event DATE 4/15/21 Al1.04 Roofing - 30 year arch. shingle with b nails per shingle additional detail or guidance is needed by the Contractor of Owner for construction of any aspect of the new project, he shall immediately notify the Architect. Failure to give a simple notice shall relieve the SCALE: A5 NOTED 14.04 Kitchen and bath to have exhaust fan as per NY5 building code. ,/�� Architect of responsibility for the consequence. Page 1 of 5 Ground Snow Load Ultimate Wind Exposure 1 mile of coast? HURRICANE SHUTTERS 30 P5F 130 or 140 actual B, G, D Yes or No Double Plate Splice 2020 RESIDENTIAL CODE OF NEW YORK STATE & 128 4'_0" The General Contractor is to provide the GENERAL5FECIFIGATION5 UNIFORM CODE SUPPLEMENTS INCLUDING LATEST Approximate Distance from Windborne Debris Protection For exposures "B","G","D" 41-011 ate structure with 1/2" COX plywood panels w/ ENERGY CONSERVATION CONSTRUCTION GODS Avg. High Tide Mark Required Building Dimension 18x38 Min. Splice Length 17.. ... ........ pre-drilled holes for fastening screws for all " SUPPLEMENT jNY]8101.1.1 Amendments of New York State code kiosks. Windows and Doors. Panels to be Less than 1 mile Yes o D �` ' °"„":�",""'""`„ , '""®' " """' � �� P Splice In Chapter 1,the term'Herr York State code books'shall Include the f?estdenttal Cede of New York State(1.6,,this publication),the Building Code or New York Mare,the .,"... . j , �, ro » numbered and stored on site in a dry area. Plumbing Code of New York,State,the Mechanical Cade of New York state,the 1=ue/Gas Code of New York state,the Fire Code of New York stare,the Property Maintenance Greater than 1 mile xa".,,.q,:A::: .... W crew ''�' �� Code sf New York Spare the Existing 8ultding Code"afNew York state,and the Energy Consaavation Construction Code of New York St&te,Provisions In.ally one or more of the wl�d ' ' USe #8 ood 5 S - 2 embedment: Ne�v York State code books may be amended from time to ante by provislans in'#9 NYCRR Parts 12210 to 1227 or 19 NY ' Part 1240,as ctsrresfiiy in effect and as hereat#ef Seismic Termite Frost Line Depth 28m 16" OG for 0' - 4'-0" Panels an p Weathering P ; .w r --_ s t d e Of s p I i ee Top amended from time 10 time.if this ublication is now or hereafter so amended,references"m this publication to°this code"shall be deemed to be references to this publication as ' ,o Mol 1 11 1 n so amended:if any other NON York State code book is now'or hereafter so amended,references in this'code to such other New York State code book shall be deemed to be N/A 11 .Sven MP.I Q6 Vnm- beIOW plate 10" OG for 4'-O" - 6-0 Panel span Severe Mod/Heavy 36 SD rear MGI 99 Vmpn '`'' �""' 1111 ..-_ 1111 q5°,,° - . 811 OG for 6'-0" - 8'-0" Panel span references to such New Yarx State rode book as so amended. 2 6 6a. 8905.2.4.1 Wind resistance of asphalt shingles. Asphalt shingles shall be tested in Flood Hazard Winter Design Temp. Ice Shield Underlayment " . ,. F_ ' 11 1 ° Use #10 Wood Screws - 2" Embedment: accordance with A5TD7158. Asphalt shingles shall meet the classification requirements of Yes o N 11 degrees N/A Bottom P g q 'Y,,z II 1 1 11 ' _ _ Table 8905. , 16 OG for 0 4 0 Panel span 2.4.1 for the appropriate ultimate design wind speed. Asphalt shingle '' "TOP VIEW " plate 12" OG for 4'-0" - 6'-0" Panel span packaging shall bear a label to indicate compliance with A5TMD7158 AND THE Decay > - I'll 9" OG for 6'-0" - 8'-0" Panel span REQUIRED CLASSIFICATION IN Table 8905.2.4.1. Exception: asphalt shingles not ;,:;,,', , �.......:"_,,>,::;.w,11::,::1_,, ,; ,,',;. .. ;�, included in the scope of A5TMD7158 shall be tested and labeled to indicate compliance Slight to with A5TMD3161 and the required classification in Table R905.2.4.1. Table Rg05.2.4.1 Moderate Notes: Anchor bolts to be 1/2" dia. 48" oc and a min. of 7" embedded into concrete, provides classification of asphalt roof shingles. max. 12" from any corner and splice, min. 2" from edge of sill plate. Anchor bolt Roof Live 20P5F washer to be 3" x 3" x 3/16 , max. 1/16" oversized hole. Use hot dipped anchor bolts R804.3.7.1 Ceiling diaphragms. At gable endwalls a ceiling diaphragm shall be provided by Roof Dead Load 20 pg 1st Floor Live 40 P5F, Dead Load 15 P5F and washersin all flood zones. Double up all 2x6 sill plates and lap bottom splice with attaching a minimum A inch (12.7 mm) gypsum board or a min. 3/8 inch wood structural Ground Snow Load 30 pg 2nd Floor Live 30 P5F, Dead Load 10 P5F - Spans Exposure E4, G, D Douglas Fir#2, Fb = 850 .psi, E= 1,600,000 top plate and spike top plate to bottom plate with (3) 16d common nails each side of BLOCKING- PERIMETER panel sheathing, that complies with Section 8803, to the bottom of GJ or roof trusses and 11 IN FIRST 5HEET5 splice in lieu of having both anchor bolts within 12 of splice on the bottom plate. TWO BAYS connected to wall framing in accordance with Figures R804.3,7.1 9(1) and R804.3.7.1 (2), 2x6 2x8 2x10 2x12 (Note: the bottom plate splice must have a least one anchor bolt within 12' from its RR`5 INTERIOR unless studs are designed as full height without bracing at the ceiling. Flat blocking shall NAILING Rafters 12"oc 12-6 15-10 1 q-4 22-5 end) 8602.11 INTERIOR AREA consist of C-shaped or track section with a min. thickness of 33 mils. For a gypsum board ;-%5HEET5 PERIMETER sheathed ceiling, the diaphragm length shall be in accordance with Table R604.3.7.1. For a 16"oc 10-10 13-8 16-9 19-5 NAILING AREA wood structural panel sheathed ceiling, the diaphragm length shall be not less than 12 ft. Glg Joists 12"oc 15-0 19-1 23-3 26-0 �o. " g1o., for building widths less than 36 feet or not less than 14 ft. for buildingwidths greater than or 16"oc 13-0 16-b 20-2 26-0 1st FI. Joists 12"oc 1 D-9 14-2 18-0 20-11 TYPIGAL SHEET equal to 36 ft. The ceiling diaphragm shall be secured with screws spaced at a max 6 16"oc 9-9 12-9 15-7 18-1 ��TYPICAL ROOF inches oc at panel edges and a max 12 inches oc in the field. The required lengths in 2nd FI. Joists 12"oc 11-10 15-7 19-10 23-4 SHEATHING Table R804.3.7.1 for gypsum board sheathed ceiling diaphragms shall be permitted to be 16"oc 10-q 14-2 17-5 20-3 Table 602.3(1) Fastening Schedule multiplied by 0.35 if all panel edges are blocked. Multiplying the required lengths in Table --------- --- ---------- --------------------- ` - _ I--___ R504.3.1.1 ------------------------------- ----------------- -------1111---- 4 7.1 for gypsum board sheathed ceiling diaphragms by 0.9 shall be permitted if all I NUMBER AND TYPE - 16d common (3112"x 0,162'°} 16"o.c.face nail panel edges are secured with screws spaced at 4 inches oc Table R504.3.1.1. Provides ITEM DESCRIPTION OF BUILDING ELEMENTS I SPACING ANDLOCATION - _ 1-111_ -.- -_. _-___- _-__-_ _ the required lengths for ceiling diaphragms at gable endwalls gypsum board sheathed, with OF FASTENERa�b,c Bottom plate to joist, rim joist, band joist or - 1111__-__-------------------- ---- -----._------ -__-- 14 blacking (not at braced wall panels) 16d box(31/2" x 0.135");or 12"o.c.face nail a ceiling height of 8 feet. Roof 3"x 0.131"nails ------------ Where wind is > 130 mph use Solid blocking @ 1st two end bays 4-8d box(21/2"x 0.113")or ____ 3-16d box(3112"x 0.135");or 1 3 each 16"o.c.face nail @ g @ R905.2.4.1 underly ment and high winds. Underly m pp g Bottom piste to joist, rim joist, band joist or 1 of END WALL 48" OG. Blocking to receive a min. of(2) Sd y g y ent applied in areas subject to high 3-8d Gammon(21/2"x 0.131"); or 15 2-16d common(31/2"x 0.162');or 1 2 each 16'o.c.face nail 1 Blocking between ceiling joists or rafters to top plate " Toe nail blocking (at braced wall panel) " each end of blocking. ( 121 ) winds above 140 mph, in accordance with Figure R301.2(4)A shall be applied with 3-10d box{3 x 0.128 );or 4-3 x 0.131 nails 4 each 16 o.c.face nail __ -------------I--------_-_-___-----________-__--______-_-_--_---___.__-1111.__-_------_-_-1111_-_ , ;,,- ,;,: .,;.: ;1111,. . ,x >'.:u v corrosion resistant fasteners In accordance with the manufacturer's installation instructions. 3-3"x 0.131°'nails ----- - - - -- - - - - 4-8d box 21f "x 0.113" ; ar -_ _-___---"--.____._______________ 1111 __________________-__.____-____._____________________; --._ _ _ ( z ) ;" . ,. ' ; , °, ' :J Fasteners are to be applied along the overly not farther 1 " n . ' °' pp g p e apart than 36 inches on center. x - 1 "x 0.135" 'or ! ° q". : ' %; 1,',;,-1,; �f>."i-`: ::;: ;;a, ry; 4-$d box(2 12 0,113 }, or 3 16d box(3 IZ ), „"-�:: :...,. , .,.. AREA ,,. I'll j het)" Underly m n t.'( h 1 fr a/ 1 ff ff ,r ,u. p y,yy ,t � -:. ,;-, �''��, ;r, .,,d�" .,.,.�,n„ �,� installed e where the ultimate design wind speed equals or exceeds 150 m 3-8d common(2 12 x 0,131 );or I 4-8d common(2 /2 x 0,131 ), or Toe nail [ . 1111,;;<'"':'' :11, x y e I " t , 's ", shall comply with A5TM D48b9 Type IV or A5TMD6757. The Underlayment shall be 2 Ceiling joists#a tap plate _ "x rr . Per joist,toe nail 4-10d box(3"x 0.128 or 3 10d box(3 0,12` ),or ( ), t. . . , , ��Y z; :F s�- r:' i attached in a grid pattern of 12 inches between side laps with b in. spacing at the side laps. 3-3"x 0.131"nails ; 4-3"x 0.131"nails 6 _ 16 Top yr bottom plate to stud ;'".. ___ 1111_-_-__ y___ i- ; : <;'; I " 1111:`'->>->r;;° :;' :1'111. H:;° ,,r.. ,.`w derlayment shall be applied as required for asphalt shingles in accordance with Table ------_-__----------------------------+-- ----- - -- , ; , , , PP q P 9 "x rr . 1 tf x : . I G; I ft> .:3- : ,.' ,,,,_; ,. 4-1 0d box 3 0.128 or 3-16d box 3 1 0.135 ,or 1. e . ,, 1111 .1111 '` 0. ment shall be attached using metal or lastic ca nails with a head N,' �` 8905 1 1 (2) Underlay 6, .',�f' 1111,..,' .�, �ti,:'(,i" . ,'-' I < Ceilingjoist not attached to parallel rafter,laps over 2-16d common(31/2"x 0.162");or I - '", - " , . . 1,," , , 3 dia. Of not less than End Hall „ � " .' ; , �,.:.: a 1 in. with a thickness of not less than 32 gage sheet metal. The cap J I ff { 1111 x,,,,1111.11111111.: - : 3 partitions[see Sections 8802.3.1, 8802.3.2 and 13-16d Gammon(311 'x 0.162"};yr Face Hall 3-10d box(3 x 0,128"),,yr `' ,� ; - 1111. .. . ' ,, ti., ;;: _," nail shank shall be not less than 12 gauge with a length y g g g to penetrate through the roof Table R$02.5.1(9)j 3-3"x 0.131"nails "" rr sheathing or not less than 3.4 inches into the roof sheathing. Exception: As an alternative, �} �7 ______._______.___,_-.-.._________ 1111_ +p �qq �pyq y+� yaks 4-3"x 0.131"Halls _ rr -.- - _. __ -�_ - w a 1111 6 ' 4§i pk�+�+ L3 8J A R}i:;`a , 3-10d box(3 x 0.128 ); or �..*,a ,,,Z,. ',',,,,'„* � '', adhered underlayment complying with A5TMD197Q shall be permitted. R905.16.7 wind " „ . .: =H �y, ; :. Ceiling Joist attached to parallel rafter(heel Joint} 17 Top prates,laps at comers and Intersections 2-16d Gammon(3112 x 0.162 }, or Face Hall _• ,, :1111: ,::- "' ° '' resistance. Photovoltaic shingles shall be tested in accordance with procedures and f re ( . - 4 [see Sections 8802.3,1 and 8802.3.2 and Table 8802.5.1(9} Face nail 3-3` x 0.131 nails i ,,. ,1''1.11 .ry.,:;,; .: acceptancecriteria in A5TMD3161. Photovoltaic shingles shall comply with the ------ ------- - ---------------- ------ --------- -'_--------_---- - --- -_---__---- Takla RRr]7 61 f9,11 3-8d box(2112++X©.113"):-or- -- - .. 't classification requirements of Table 905.2.4.1 for the appropriate max. basic wind speed. r „ ,,,.: 1�11 ,\ ----- - - �, , ,. ,.. . j 4-10d box(3"x 0.128";or 2-8d camman 2112"x 0.131" er Photovoltaic shingle packaging shall bear a label to indicate compliance with the 18 1"brace#o each stud and late ( }' Face nail . -0,, $�� �� g p g g p 2-10d box 3"x 0.128" ;or ;.�:;:u, ...,y,,, .,,.,, '4111;,; procedures in A5TMD3161 and the required classification from Table 89052.4.1. Collar tie to rafter,faces nail or 11/4"x 20 ga..ridge strap to I „ ( of } I ,I � > i-',,j .;., ,:_ �F 1 %.:". "„` 5 13-10d common(3 x 0.148 ),or Faye nail each rafter 2 staples 13/4 "'""" ,;, :• �„' <,,, ,,,mt, ....,'.>.,,' ' " ratter I ,;;di w k j; Section 8905 Rooftop-mounted P F , p Photovoltaic systems 890712 Wind resistance. Roofto - -- - ---- ----------------------------------------------------- - - - _------ -- P- rr 1 ,f fa .,, ,�`,� ,, 1111 '.:" ': ,„;W: '; A-3 x 0.131 nails I3-8d box(2 12 x 0.113 );or � :'' ,�, '* ,: '°,' mounted photovoltaic panel or modules systems shall be installed to resist the component --------------------------- --------- ----I- ----- - - -- - - - I I 1 ff ------ r ., " . 2-8d common 2 f2 x 0.131 ,or 1111:: .(-t., �� , q t)s " .. ;3-16d box nails 3 /Z x 0.135 ,or +f " ( ) �""'_� �_* ,.. ,..F.I'll and cladding loads specified in table R301.2(2) adjusted for height and exposure in 2 toe nails on one side and 1 tae nail 19 i x 6 sheathing to each bearing ( " „ Face nail ;.., ' . g p 1 9 P x l 2-10d box(3 0.126 } yr r , , "` ; 01 '01 01 NOTE: MAKE SURE TOP 1001 OF FON WALL 15 A MIN. OF 12"ABOVE GRADE A5 TN2b310 �TN28310� GRADE 5LOPE5 TO THE -' REAR 5THD 14 SimF �I I 3068 h Iddown st apson 0'-b" _ o I I 5THD STRAP I I _ 01 o I LOCATION cit 01 10 REPLACE EXISTING N/ DROP TOP OF I I CXN135 N/ E6RE55 FON A5 REQ'D I I WINDOW HARDWARE EX. EX. &HROGK NSU u' 2668 EX' FURR OUT UNDER WALL A5 REQ'D STAIRCASE m HAUNCH EX.I I KIT/DR SEE DETAIL - a DOWEL INTO EXISt. BDRM 16-2" GL. EX15TING — I w T I UintK o ED z tu :o V 4" PG SLAB WITH I ( 10'-3" ® ® o NEN 6/6 X 10/10 NNM I I X wGAcRAcG E PITCHED TO w _ i N ALL 5MOKE DETECTORS TO 4'-2" I I o DRAIN I I �Ln 5D i _ 3'-6" 5T0 R,�G E BE HARDWIRED AND I I I m O INTERCONNECTED I I I I w z L T T D V v EX. EX. DN 5n (co) I I I — - up !J`r 01 ALL SMOKE DETECTORS TO _ m BE HARDWIRED AND - 5D G EX. INTERGONNEGTEO m NGL 6'-10" Haunch _ I ( _ w i 2868 2x8 FJ 16" OG I I a; z w - - - - - J I I � 'v � � � � � I AUP o 6" 5T UP r I x W = I I I— / - - u 01 t, Exist. LR SLAB TO EXISTING 6 8 STEP UP Q o Exist. BDRM i i EX TJI 360 11 1/8 FJ FJ 16" OG BA5EMENT I I _ , , 1/2 5/a � Remove existing wall and make Er� CLOSE UP EXIST. ;_ SD two bedrooms into one bedroom " �vl< �� � rJ CELLAR WINDOW A5 I I i i 5/8 TYPE X , I I 20'4' FIRECODE �' Lu � GNB N Elul GA�RA�G E EX. 4" PG SLAB KITH 6/6 X 10/10 NNM PITCHED TO I I - DRAIN \ I I EX. EX. EX. HOUSE 7DECK 3.5 X 11.5b 2.OE PARALLAM FJ I I \DOWEL INTO Ttav I I EXISTING I I I I ry I I DROP PLATE (as req'd) 18-0 I DROPPED 8 TJI 560 11 7/8 FJ 12 OG - HEIGHT 8 (+)LONER THAN o o HOUSE PLATE FOR DECK I ( CZ o NATERPROOFING i I I I i CONSTRUCTION I I I I 3.5 X q.5 2.OE PARALLAM FJ I DROP TOP OF I FON ASREQ'D ( I - - - - - - — — — — — 1080 OVERHEAD DOOR — I 1080 OVERHEAD DOOR - - - - - - - - - - - - - - -- 10 F I R5T FLOOR PLAN .4" ROOF VENT i ROOF 50ALE: 1 /411 = 11_0" FOUNDATION PLAN SCALE: 1 /4 = 1 -o" !BATH #2 i 3.1 211 K�Y i bidet 2ND SYMBOL DESCRIPTION 1 1/2" FLOOR Vapor Barrier-5 mil 4" poured conc slab w/ 2" EXISTING -q„ 6/6 x10/10 NNM C � EXISTING TO BE REMOVED 0 NEM PARTITION IL 11 EXISTING FOUNDATION (2)#5 rods Glean Gravel fill NEM FOUNDATION H HAUNCH DETAIL 15TFLOOR FOUNDATION PLAN, FIRST FLOOR e'cam, �;�,.t° °• �,�`�, �; , PLAN, DETAILS, KEY, PLUMBING CC 4" EXI5TING `u ' K05TAK15 RESIDENG F.AA/ ' L f ,, T Al ,.¢ PETER T. POOLAS ARCHITECT O PLUMBING SCHEMATIC TO SUFFOLK BOX 1055,REMSENIBUR6,NY 11960 631-325-0929 COUNTY APPROVED DATE 4/15/21 NT5 SEPTIC 5Y5TEM A3 SCALE: AS NOTED Page 2 of 3 nowOr 10 01 orme,-jy George F, 'Grqthwohl Hold setback 5. 12-4- requirements so new WALL LINE ELEVATION VIEW '01 addition is within TN2036 I? o existing setback regulations 0 LIJ F, B3 BI B2 >Lij 01 ---------------- < S, > --T -y I (D toLb Pnn Qt. V�al ILL= N e GL BA 0 0 L 16. 2nd Floor EastE LL Linen 68) 2465 WALL LINE PLAN VIEW 0 00 18, 01 B2 B3 2� 0 0 Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing 11 1 N tri 3: Story Amount Factors Amount Bracing Bracing Status Line Method Factors Li 6� 2nd Story B CS--WSP 0.89 3.29 Exempt Exempt 3.29 25.99 CompliantPLATE F—C'o) HEIGHT N.84 N,8450 5r5o W. 100.00 550Is W 260.07' DN-- < - Wall Line wall Bracing Segment Adjacent Qualified Tension %1) pa Segment Height Method Length opening Segment Nails Tie Hold Down 5-0" HIGH I-- z �?,5f Fr6LIT-I�OLCD FANNfNG Height RAILING rz Y�� L5 ET4ac4, {also known ROAD o lu (3 CIS "Chorfies Lane") 131 91 CS-WSP 3' 10" 5' 011 3.83 6-112" > 132 91 CS-WSP 914" 51011 9.33 6-/12" 3 4 1z (3 T07AL 1800 91 CS-WSP 12' 10" 51011 12.83 6"/12" a-- 1.800 B3 5 WALL LINE ELEVATION VIEW SURVEY FOR ALESS10 TONACCI 5 ALBERTA TONACCI SUFFOLK NEW TOWN OF SOUTHOLD In SUFE. CO, N'Y. tUARANTEED TO� '�" ICAC,0 HOME TITLE DIVISION'OF CH SCALE I"=40' TITLE INSURANCE CO. New SAVINGS BANK SOUT14OLD MAY 17, 1966 B1 B2 FAMILY �P�OFESSIO ENCS AND OR.N .y NOTE. X=MONUMENT LAND SURVEYOR,MY ',LIC, N4.12845 RMRIVERHEAD, N.Y. I Total Wall I inq Len < 0 PLOT PLAN nts 2nd Floor North 2Xb RR 16" 06 1-- LU 2X5 CJ 16" Or, @10'-8"WALL LINE PLAN VIEW B2 Wall Bracing wind Wind Bracing seismic seismic Bracing Required Qualified Bracing > Story Line Method Factors Amount Factors Amount Bracing Bracing Status 11. -0.. 0. TYPICAL ROOF 2nd Story I C S-WSP 0.66 1.35 Exempt Exempt 1.35 16 Compliant m Z– RR'5 16" 06 A5 PER PLAN 151-01, CJ'5 16" OC A5 PER PLAN Adjacent 1/2 EXT. 5HEATHINC7 Wall Line wall Bracing Segment Qualified Tension Install 1 1/4" 20 gunge opening Nails "old Down Segment Height Method Length Segment Tile FNG 100611-4 15# BUILDING FELT Height galvanized strapping @ ARCHITECTURAL 91 2X10 RIDGE 16" OC, over R106E FIBERGLASS ROOF SHINGLE 131 CS-WSP 41811 31611 4.67 6"/12" with min. 12" bearing on 132 91 CS-WSP 11' 4" 31611 11.33 6-712" LIGHT WEIGHT CONC. PA\Y/ER5 (2)2x12 HDR X each RAFTER. NOTE: Provide Ice &Nater 2x8 Ceiling Shield from fascia &within 2' OVER RUBBERIZED ROOF 10 -1 5Y5TEM PITCHED TO DRAIN TO Joists /Horiz. distance from the R30H batt interior side of the exterior SIDES insulation wl wall;Typ. for all roofs DEGK Styrofoam air CA 7 H6 - 3'-0" HIGH METAL OR VINYL RAIL 5Y5TEM baffles WALL LJNE ELEVATIONrafter tie ......... VIEW R 35 BATT TYPICAL OVERHANG INSULATION 1X5 KLEER FA5CIA TYPICAL WALL ... ....... N/ALUMINUM GUTTER VINYL SOFFIT, VENTED d? VINYL 5101NO o Total wall Line Length: xro" TY\/EK 2-0" 1/2 EXT. 5HEATHINO NEPN Family 2X6 16" OC, 2nd Floor South I , R 21 HD BATT Room INSULATION WALL LINE PLAN VIEW in 1/2 GNB R3b Batt Wall Bracing Wind Wind Seismic Seismic Bracing Required Qualified Bracing Story SECOND FLOOR PLAN b R21 H Batt Line method Factors Amount Factors —Amount Bracing Bracing Status Insulation 2nd Story A CS-WSP 0.89 3.29 Exempt Exempt 3.29 38 Compliant IlJ 411z 5GALE: 1 /4" V-011 -- - - - - - - - - - Adjacent 0'-6" 11.55 TJI 360's floor Wall Line wall Bracing Segment opening Qualified Nails Tenslon Hold Down rb— �— — — — — — -- -1 joists 16" OC, & solid Segment Height Method Length Height Segment Tie Existing Living R1q Batt 10'x8' garage door blocking at 1/3 pts. wl low profile door 131 91 CS-WSP 38' 0" 38 6"/12" o opener DROPPED 5" - 1 1.bb TJI 5600's floor joists 16" OC NEN Garage & solid blocking at 1/3 pts. verify wl garage door ( in deck area only) installer before framing WALL LINE ELEVATION VIEW Existing Existing I �?F Orade Oracle Existing Basement T-n-tat wall Una Lecath;-Ie BUILDING 5ECTION 2nd Floor Nest WALL LINE PLAN VIEW B I B2 Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Story P- Line Method Factors, Amount Factors Amount Bracing Bracing Status PLOT PLAN, BUILDING 5EGTION, Code BASED ON 2018 IRC 0, Z- 1, SECOND FLOOR PLAN C., 2nd Story 2 CS-WSP 0.66 3.86 Exempt Exempt 3.86 8 Compliant SDC(Seismic Design Category) 1-2 FAMILY A-C LC Wind Speed < 140 mph Wind Exposure Category EXPOSURE B 6 Ad , i 5TAKI5 RE510ENG� wall 1111ne Wall Bracing Segment Adjacent opening Qualified Nails Tension "old Down Total Number of Stories 2 STORY KO 1�f 0. Segment Height Method Length Segment Tie Afo. "eight Cripple Wall NO 1131 SIT CS-WSP 41011 618" 4 6-/12" Mean Roof Height less than 30 ft. YES PETER T. POOLAS ARCHITECT U R V E Y FO A E Sl 0 NA -1 Al L S 0 Cr NEW SUFTFOL K To W N OF SOUTHOLD BOX 1058,REMBENBURG,NY 11960 631-325-0929 B2 91 CS-WSP 41011 61811 4 6"/1211 DATE 4/15/21 A4 5CALE: A5 NOTED Page 4 of 5 12 b � WALL LINE ELEVATION VIEW , WALL LINE ELE'JATION VIEW FWG 100611-4 Bi r;. I:. f B1 B2 e P r B 1 st Floor South 1 st Floor East WALL LIFE PLAN! VIEW IF WALL LINE PLAN VIEW «..... .... ......... EX. EX. EX Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Story Walt Bracing Wind Wind Bracing Seismic seismicBracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 2 CS-WSP 0.81 6.9 Exempt Exempt 6.9 8 Compliant 1st Story 1 CS-WSP 0.92 6.72 Exempt Exempt 6.72 38 Compliant 1080 OVERHEAD DOOR 00 Wall Line Wall Bracing Segment AdjacentQualified Opening Nails Tensio "old Down n Segment Height Method length Height Segment Tie Adjacent Wall Fine Wall Bracing Segment Qualified Tension SI 91 CS-WSP 4' 0" 8101, 4 6"/12" Segment Height Method Length Openin g Segment Nails Tie Hold Down B2 91 CS-WSP 4' 0" 8101, 4 6"/12" €31 91 CS-WSP 38' 0" 38 6t1/12n WALL LINEELEVATION VIEW FRONT ELEVATION 5GAL : 1 / 11 = 11.011 4' WALL LINE ELEVATION VIEW 81 132 B3 r.. t__.._7s'SaL/lalLltnelen9th:36'_R",.._.� > . • y ROOF SHINGLE5 WALL LINE PLAN VIEW TO MATCH Bi B2 tT3 EXISTINGSto ry Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount F-lors Amount Bracing Bradng Status 1st Story A CS-WSP 0.92 7.68 Exempt Exempt 7.68 9 Compliank .,».r��;?u.°`"`""`"`"``"""""""`'"'`"'`' Bi Wali tine Wa8 Bradn 5 mint Adlacent g eg Qualified Tensbn Diverting Nails Hold Down Segment Height Method Cength Heigh[ Segment Te BI 9' CS-WSP 1161, 4'0" 0 6"/12" t n 62 9' CS-WSP 9'0" 4'0" 9 ( 12" 800 1st 1=I o o r N ort h 1 st Floor Nest 63 4' CS WSP VC 4'0" 0 6"J 12" include proper 8001b HD details for IRC placementrules on the plans. WALL LINE PLAID! VIEW WALL LINE ELEVAT.ON VIEW Bi (2)TW3046 (2)TW3046 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 61 B2 1 st Floor Nest Rear 2nd Story A CS-WSP 0.6+6 2.44 Exempt Exempt 2.44 12 Compliant Wall Line Wall Bracing Segment Adjacent g g Qualified TensiDn WALL LINE PLAi':V1EfV Segment Height Method Length opening Segment Malls Tie Hord ©own 61 Bz " Height Story Walt Bracing Wind Wind Bradng Seismic Seismic Bracing Required Qualified Bracing Line MethoA Factors Amount Factors Amount Bracing Bracing Status 1st Story A CS-PF 0.92 6.72 Exempt Exempt 6.72 7.58 Compliant t i1 9$ CS—��rvVSP 12' On 12 6"r/1211 Wali Cine V 1 Bracing Seg.. Adjacent ent opening Qualified pars Tension Hold Down VINYL OR CEDAR Segment �yf,t Metfiod Lengtfi Height Segment tte TW26310 TW28310 SHAKE SIDING TW28310 B1 er es-PF 1'6" 6's° 2.25 3"13"grid 1,700 B2 9 CS-WSP 5'4" 6181, 5.33 6"112" 1,4 V,5 ROOF 5HINGLES �x"4a is =Ai. ` it 4990,zt {,Ail�'rrtis.�= Include proper PF ii ABW details on the plans. TO MATCH EX15TING x.t ' i,t, f r, R " .st??, 511 Ml 1' I�SY0,�,k t „;),,, ' f ti"IJ f�� - �c«kngd,.��';�d'�i�s�;i'..�.3,b ss£z;i5.ta'S,Aw'�C4a�'�`��s?i'C`tfr t�'.A:9z-��• s` b=:j�Wdri47;'1a"32'gt;,3ra"�',1+;, ;4»ore �{ F< 'u`y N.R.t'', nr..''.,✓Q,� ,4 .°1,.z 'rid 9.S'4.,{w$ K 0#,#ice.' FAST11% VA;I., to rsrt% :' �r.,'g:r r r w <a '4''rc $ ». ;z°t tartt. ftw sAOKt` A$~,P—.,,,d V/1,7tt1.s�L')LiC',fs»�C:#. a vu..xs::2fE tLCf EARS • �. tY"r >",W Ya:.Yi. k4�,#.".'r:£? 0Nt-JW_ ,°ffi'ixlx4.Rdi J'GC&5 4 , f'Ci^":"�..tl'_i�e�;:4t`. "a,r,F.,?'.ietY$i A,"� AAXP# SIDE ELEVATION 5GALE• 1 /411 - 1 � ff,k 4 f�11C 0. 4'0�sus °ra•1°r �Iftrrrej�_t't+:X°s:r,,,.LP:, a.6141 � �u.4Y�. ` :,"a,. >G tC,C<.'s%i*..k AT &,vo) P 3'-0" HIGH g 4p1�&IDPE4r ?14 {C'Vxi $B$.9$i1C VINYL OR CEDAR METAL OR *" ,. ° �6 SHAKE SIDING _ VINYL RAILING 77 ` SYSTEM !^- M Cf' C@?AS1''"1 I"O4,SId£!ATIOI51 TW2036 VINYL OR CEDAR SHAKE SIDING u NEW GX4N135 NEW CXW135 K EGRESS K EGRE55 -� HARDWARE HARDWARE I _u EX. FF'111 TW28310 TW25310 EX' GX135 W/ EGRESS GS P �l I I I I 1 11 �i HARD IWARE I IELEVATION SGL : 1 /4 = 1 -0 , U i a K05TAK15 RE51DENG PETER T. POOLAS ARCHITECT O UE BOX 1058,REM5ENBUR0,NY 119b0 631-325-0929 DATE 4/15/21 A5 REAR ELEVATION5CALE: 1 /4I 1 _ 1 1-011 SCALE: A5 NOTED Page 5 of 5 r G LATEST REV15ION FOR THE 2020 RE51DENTIAL CODE OF 15.00 WATER AND SANITARY SYSTEM 1-1.15 Landings (R311.3.3) Stairways - a floor or landing to be provided at top and bottom - No landing required at GENERAL 51DEG I F I CAO �O N J NEYq YORK STATE AND ENERGY CONSERVATION 1.05 Flashing - Aluminum flashing, lead coated, flash all wall penetrations. Flash top of an interior stairway provided door does not swing over stairs. Exterior doors - a floor or landing is CONSTRUCTION CODE OF NEW YORK STATE WITH ALL all corners. Flash all valleys, ridges, windows, door heads, and joints of dissimilar 15.01 Sewage disposal system and fresh water supply shall be designed and built required on each side of an exterior door- At other than the required exit door, a landing is not required CURRENT SUPPLEMENTS materials. Termite Shield - Copper Kraft Paper in accordance with Suffolk County Department of Health. on the exterior side of a door having two or fewer risers. Egressl doors - a floor or landing shall not be more than 1 1/2 in. lower than the top of the threshold - At other than the required exit door, the elevation 2.00 SITE WORK 1.06 Caulking/Sealant- as selected by Builder. 1.00 Survey data taken from survey: Alden Young dated: 5/1966 16.00 MISCELLANEOUS different below the threshold of an exterior door is limited to 13/4", provided the door does not swing over the landing (not applicable to storm doors). (8311.3.1) 2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming 1.01 Gutters and Leaders - .032" preflnished aluminum gutters. .024" prefinished aluminum 16.01 Extreme care and proper measures shall be used so as not to damage, bulge or ed lo11.16 Emergency shall be em etc bracing,shoring,pressure,osed erimp , g, g, ., employed su walls due to anyppe as required. All footings to bear on virgin soil, pressure assumed bearing cap 2 TSF. leaders. Color-white. To dnyi.uells if required. tip g ncy Escape and Rescue Openings (8310.4). Bilco enclosures with direct exterior access until the full dead load of the building is on the wall. Do not backfill against foundation permitted if in compliance with requirements. walls until floors stem installation is complete. 2.02 Backfill and compaction - use clean earth containing no organic matter, well graded. 8.00 DOORS AND WINDOWS y11.11 Stairway Treads and Risers (R311.5) Maximum riser height to be '13/4". Minimum tread depth Fill beneath structure shall be compacted to 95% density as per ASTM D 1551 g 16.02 Where drawings are in conflict with other drawings or details, the contractor shall notify to be 10". (R311.1.5.2.1) Stairway width - stairways to be a minimum of 36" in width at points above the Method D. Backfill shall not be placed against the existing foundation walls until the 8.01 Openings for emergency use shall include doors or operable parts of windows located g �as permitted handrail height.to provide unobstructed egress to legal open spaces. Such openings shall not the architect for clarification. Do not scale drawings. p g t. Handrails may project a maximum of 4 1/2" on one or both sides of concrete is of a sufficient strength and the walls are braced at both top and bottom stairways. Minimum clear stairway width at and below the handrail height, including treads and b framing lumber or temporary bracing. impede egress in an emergency, shall have a minimum area of 5.1 sq. ft. with a min. 16.03 The architect will not have control or charge of and will not be responsible for construction �� „ y g p g height of 24" and a min. width of 20" with bottom of openings no higher than 44" above means, methods, techniques, sequences and programs or for safety precautions and programs and landings, to be: 31 1/2" with handrail on one side only, 21 with handrails on both sides. finished floor in all above grade stories. All glass within 18" of floor to be safety glass. in connection with the work. Within each flight, maximum variation of 3/8 between greatest and smallest riser heights. Within 2.03 Drainage at footings - as required 4" diam. perforated plastic pipe to dry well if soil each flight, maximum variance of 3/8 between greatest and smallest tread depths. Stairways with Grade floor openings should have a min. net clear opening of 5 sq. ft. (R31 0. conditions require it. Backfill shall not be placed against the existing foundation walls solid risers to have nosings of a minimum of 3/4" and a maximum of 1 1/4". Nosings not required until the concrete is of a sufficient strength and the walls are braced at both top and o 0 16.03a. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations for treads at least 11" in depth. (Open risers cannot permit the thru passage of a 4" sphere.) bottom by framing lumber or temporary bracing. 8.02 Minimum window requirements per room is 8/o of floor area for light and 4/o for and lawful orders of any public authority bearing the performance of the work and shall promptly ventilation. notify the architect if the drawings and specifications are at variance herewith. 11.18 Stairway Height(R311.1.2.) Min. headroom of 6-8" for stairways and landings. Headroom height 3.00 CONCRETE _ measured vertically from sloped plane adjoining tread nosing or from floor surface of 16.036. Owner and contractor shall indemnify and hold harmless the architect and their agents and 3.01 Concrete work shall conform to American Concrete Institute Standard. 8.03 Doors and windows to be insulated glass. employees from all claims, damages, losses and expenses including but not limited to attorney landing or any platform. accessible space under stairs to receive 1/2" gwb. 8.04 Entrance doors to conform to NYS Energy Code. fees arising out of or resulting from the performance of the work provided that any such claim, 11.19 Special Stairways (R311.1.20.1). Winders to have minimum tread width of 26". 3.02 Concrete shall be a min. 3000 psi class @ 28 days unless noted otherwise. Porches damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death or to injury Tread depth to be at least 6 3/4" at walkline. steps, steps, garage floor to be 3500 psi. to destruction of tangible property (other than the work itself) including the loss of use resulting there 8.05 Garage doors to be rated for current/applicable wind load. from and (2) is caused in while or in part by any negligent act or omission of the contractor, any sub- 11.20 Smoke Alarms(8313.1) Where multiple smoke alarms are required, interconnection is required. 3.03 Reinforcing Rods - ASTM A-305: 6/6 x10/10 WWF ASTM A-185. Reinforcing contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them Smoke alarms to be located, in each sleeping room, outside of each separate sleeping area in 8.06 8312.2 Window fall protection shall be provided in may be unable, regardless whether or not it is caused in y party ' the immediate vicinity of the bedrooms, on each additional story of the dwelling, including basements in footings only where variation in soil conditions require, and where soil does not y g part b a a indemnified hereunder. provide 2,500 psi or noted otherwise. accordance with Sections 8312.2.1 and 8312.2.2. 8312.2.1 and cellars, on each level in split level dwellings where an intervening door is located between p p Window sills in dwellingunits where the to of sill of an operable window 16.04 Architect is not engaged for supervision in any capacity unless otherwise noted. p p the adjacent levels. An alarm located only on the upper level is permitted where there is no 3.04 Formwork shall be well braced true to dimension, level and plumb and foundation opening is located less than 24 in. above fin. fl. and greater than 12 in. intervening door between the adjacent levels and the lower level is less than one full story below o above fin. grade or other surface below on the ext. of the building, 16.05 Contractor to obtain all permits and insurance necessary to protect the architect and the upper level. Any alteration, repair, addition or conversion to an existing dwelling requiring a building has been designed for grades less than 5% the operable window shall comply with one of the following: the owner, Architect to be notified in writing of all changes prior to and during con-p y g: permit now requires that all sleeping rooms in the house be upgraded with hard wired & interconnected 1) Operable windows with openings that will not allow a 4 in. dia. sphere struction. This drawing is an instrument prepared to facilitate construction and shall not smoke alarm. 3.05 Vapor Barrier 4 mil. polyethylene sheet lap all edges b". Membrane waterproofing to pass through the opening where the opening is in its largest position. be construed as a contract between the builder and the owner. Federal, State and Local shall be installed on all sub-surface exterior foundation walls. zoning and building code compliance shall be the responsibility 11.21 Handrails Size (8311.1.8.3) Two methods prescribed with option of accepting handrail with 2) Operable windows that are provided with window fall prevention devices 9 9 p p sibility of the contractor. equivalent graspability. Type 1 rails - if circular cross-section, diameter of 1 1/4" to 2"; that comply with A5TM F2090. if noncircular rail, cross-section of 2 1/4" maximum with perimeter of 4" to 6 114". Type II 3.06 Footings at different level: shall be stepped and the step rise and run shall be a 16.06 This structure has been designed in accordance with the NYS Ener Conservation code, rails - perimeter dimension exceeding 6 114", graspable finger recess to be provided on maximum slope of 1 vertical to 2 horizontal. 3) Operable windows that are provided with window opening 9 9y p control devices that comply with Section R312.2.2. residential code in NYS. both sides of rail, with specific dimensional criteria set forth in code. 11.00 Guards and window fall protection per Sec. 8312.1.1- 8312.1.4 8.01 R312.2. Window opening control devices shall comply with 11.22 Handrails (Section 8311.1.8) Located at 34" vertical/ 4.00 MASONRY ASTM F2090 The window opening control device, after 11.01 All envelope systems shall be in accordance with the latest revision of the NY5 Energy Conservation Code. y above nosing of treads. Min. of one handrail operation to release the control device allowing the window required for stairs of four or more risers. Handrails to be continuous full length of stairs from a point 4.01 Concrete Masonry Units shall meet ASTM G-90 grade A; solid block ASTM G-145 to fully open, shall not reduce the net clear opening area of the 11.02 Fireplace construction shall be in conformance with Sec. R1006. Air leakage with glass directly above top riser of a flight to a point directly above lowest riser of a flight - may be interrupted t grade B. Shapes as required; 28 days old before installation. Minimum net window unit to less than the area required by Section 8310.2.1. enclosure and doors outside air supply shall be provided as per N 1102.4.2. by a new post at a turn, volute or turnout permitted over lowest tread. Guards (8312.1) Railing is to be compressive strength of block to be 2500 psi. a min. height of 36" where porch, balcony, landing or raised floor surface located more than 30 in. 9.00 FIN15HES 11.03 Guard rails are only required where the difference in grade is more than 30". (R312.1.1) Opening in above floor or grade below. 4.02 Parging - 1 coat Portland cement parging on above grade CMU. Sponge finish X" guard rails to be 4"max. (R312.1.3). Handrails are required on stairs with 4 or more risers (R311.1.8). at masonry walls below grade. 9.01 Drywall - %" tapered edge gypsum board, applied, taped and finished as per U5 11.23 Draftstopping and Fireblocking (8302.12 and 8302.11) Where a Floor membrane above and Gypsum Company recommendations. Use water resistant type as substrate for 11.04 The code describes the height of a building as the vert. distance from the grade plane to the ceiling membrane below create the concealed space in a Floor/ceiling assembly, draftstopping 5.00 METALS ceiling as per NYS Building Code. avg height of the highest roof surface. Grade plane is lowest point of grade from any distance b'-0" to be provided under following circumstances: ceiling suspended under floor framing, floor away from..house. framing constructed of truss-type open-web or perforated members. Materials for draftstopping 5.01 Anchor bolts shall be 5/8," diameter embedded 1" in poured concrete and 15" into be adequately supported and installed parallel to floor framing members unless otherwise unit masonry. Min (2) anichor bolts per section of plate. 12" from each end with inter- openings 10.00 CAST-IN-PLACE CONCRETE 11.05 Attic access o enin s must be a minimum of 22" x 30" with a min. of 30" unobstructed headroom approved., 1/2" gypsum board, 3/8" wood structural panels, 3/8" Type2-M-W particleboard mediate bolts as per chart on seet A-2.. above (RWA) other approved materials. p 10.01 All reinforced concrete shall be furnished and installed in accordance with the 5.02 Metal Joist Hangers and Ty-Downs shall be used at all joists with direct bearing. current AGI-318 "Building Code Requirements for Reinforced Concrete." 11.06 Stairway Illumination (R303.1-R303.8). All interior and exterior stairs to be provided with illumination, including x 18 GA galvanized steel. Use all nails provided by manufacturer. By Simpson or equal. landings and treads. Interior stairs light source to be in immediate vicinity of each stairway landing ENER&Y 11.00 FOUNDATION NOTESAll framing to receive hurricane clips and tie-downs as per sheet A-2. or directly over each stairway section (minimum 1 foot candle). Exterior stairs light source to be in 11.01 The presumptive soil bearing capacity is assumed to be (2)T5F for all footings. immediate vicinity of top landing of stairway(bottom landing for basement stairways). Light activation 5.03 Nails - number and type for each application as called for in the WFCM (see sheet A2). devices to be located at both top and bottom of interior stairs; located within the dwelling unit for CODE 11.02 Filled subgrade below floor and footings shall be compacted to be 95% of the exterior stairs (continuously illuminated or automatically controlled also permitted). Exterior decks with modified proctor. staircases light switch at top and bottom of stairs. SEE ReSCihk 6.00 WOOD 11.01 Whenever an alteration is made to a residence, the entire residence has to have hardwired smoke GALGULAT ION5 11.03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed (R314.2.2). 6.01 Sill Plate - MGA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfilling and enclosing the building. Termite shield - Copper Kraft 11.08 Exterior frame walls with no fire rating of 0 hour have a min. fire separation distance of 3 ft. (R302.1.2). 11.04 The maximum vertical distance measured from the top of a basement floor slab to 6.02 Floor, ceiling joist, roof rafters and girders. - same grade and construction as for outside finished grade shall not exceed the following. 11.09 Landings are required at exit doors other than the required exit door if there are more than 2 risers structural lumber noted below (6.08). Type of Wall Height (R311.3.2) EXISTING HOUSE 5Q. FT. q41 5Q. FT. 8" block w/#5 rods @ 48" o.c. 8 ft. 6.03 Bridging -wood cross briidging - as required by code. 8'-0" O.G. 8" block w/#5 rods @ 40" o.c. q ft. 11.10 Light, Ventilation and Heating (R303.1) Habitable room to be provided with aggregate NEN DECK 5Q. FT. 1 bO SQ. FT. 8" concrete (unreinforced) max unbalanced backfill hgt 1 ft glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not required 6.04 Roof Trusses - designed and manufactured to meet all applicable codes. Provide 8" concrete V wall (reinf.)#4@ 40" OG Vert.,#4 within top 12" and at midpoint in rooms with artiFicial light capable of avg. illumination of 6 ft. candles at 30" above the floor. NEN 2ND FLOOR 50. FT. 684 50. FT. shop drawings sealed by a Professional Engineer; fabrication certified by engineer max. unbalanced backfill hgt 8 ft. Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of riorto installation. g the rooms. NEN G�R�GE/STORAGE 836 5Q. FT. p 8" concrete 9'wall (reinf.)#6@36" oc vert., #4 within top 12" and at 1/3 pts, max. 6.05 Floor Deck - 5/8" plywood, standard C,-D-X DFPA, direct bearing at edges. Provide unbalanced backfill hgt. 8ft. %" plywood finish under'layment below all vinyl flooring or equal. Glue to joists. 10" concrete 10'wall (reinf.) #b @34" oc vert. max. unbalanced backfill hgt. 9 ft. 11.11 Ceiling Heights(8305.1) Minimum ceiling height of 1'-0" to the lowest projection required for 12.00 MASONRY habitable rooms. Minimum ceiling height of 1 ft. permitted for: hallways, bathrooms, laundry 6.06 Roof Deck - %" plywood G-D-X DFPA, exterior glue. rooms, and basements Habitable basements areas, with reduction to 6-8" at beams, ducts and other obstructions. Minimum height of 64" permitted in nonhabitable areas of basements and hallways, with • This drawing has been prepared in accordance with the provisions of Title VII, Article 12.01 Concrete masonry units (CMU) to ASTM G-90. 6.01 Sheathing 1/2" plywood G-D-X DFPA, exterior glue reduction to 6 4'at beams, ducts, etc. 145, Sections 1200-1209 of the NY5 Education Law. It is a violation of said law for - 6.08 Wall Studs - 2 x b. See: framing and plans for spacing. All structural lumber shall 12.02 Minimum net compressive strength shall be 2,000 psi. 11.12 Sanitation(R306 and R301). Toilet bath and shower spaces to be provided with fixture any person, unless he/she is acting under the direct supervision of a licensed have 1100 fo bending stress; 1,600,000 modulus of elasticity and max 19% moisture clearances and clear floor space as shown in Fig. 8301.2. Shower compartments to have professional Architect to alter any portion of this drawing in any way. If any part of he altering Architect shall affix to the item altered his seal and s altered, it content, Doug Fir No. 2 unless noted otherwise. 12.03 Mortar to be type "N". compressive strength to be 2,000 psi. nonabsorbent surfaces to a minimum height of 6 ft. above the floor and 305.1. the notation this drawing is b, t followed by his signature, the date of alteration and a 6.09 Siding to match applied over 15 Ib felt or Tyvek 11.13 Hazardous Locations (Section R308.4, R308.4.1) Specific hazardous locations where specific description of the alteration. 12.04 Provide "Dur-o-wall" standard gauge or equal in all walls over b courses high. glazing to comply with provisions for human impact loads: Glazing in side-hinged swinging doors b.10 Plywood - all plywood used structural/ shall meet the performance standards and g g p y p p g g g g • This drawing has been prepared for the specific project indicated, and is an p y p 13.00 STRUCTURAL STEEL NOTES g p p p p j (other than jalousies) Glazing in fixed and sliding panels of sliding door assemblies. Glazed panels instrument of service copyrighted all other requirements of applicable US Commercial Standards for the type, grade by, and the sole property of Peter T. Podlas, PG. in sliding and bifo►d closet door assemblies. Glazing in storm doors. Glazing in unframed swinging This drawin macopied and species of plywood and shall be so identified by an approved testing agency. 13.01 Steelwork in general shall conform to the current specifications for the design, doors. Glazing in doors and enclosures for hot tubs, steam rooms, saunas, whirlpools, bathtubs 9 n not be Por used, in whole or in part, by any party without the expressed written consent of Peter T. Podlas, PG. Infringements or any use of this fabrication and erection of structural steel for buildings adopted by the AISG. and showers. Whereere any part of building wall encloses such compartments, glazing within 60" drawing for any other purposes will be prosecuted to the full extent of criminal and 6.11 Provide double joists under all parallel partitions. vertically above standing or walking surface to be regulated. (5 ft. rule - 5 ft. above walking civil law. Possession of any copy of this drawing not containing this notice or the 13.02 All structural steel shall be in accordance with the A5TM specifications, A36 surface, 5 ft. horizontally out.) See Figure R348.4.1. Architect's seal and signature, in red ink, will be grounds for prosecution. 6.12 Provide (2)2" x 10" headers min. over any window, door opening or any opening with a strength of 36,000 psi. g g with double uprights, T-0" and over with triple uprights, unless otherwise noted. 11.14 Automatic(Fire Sprinkler System NOT required to be installed (8313.1) • There shall be no master filing of this plan with any building department and shall See Header Schedule A-•2 13.03 All connections except as noted on plans and details shall have bolted or welded deem the plan to not be valid, sealed and signed plans are good for one calendar connections as in the latest edition of the AI56 manual. year from the date listed below. 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood I-beams and . This plan is for the building lot address below and is for a one time use Dated LVL products or equal. All joists, girders and headers shall have bearing stiffeners 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. Architectural 04/15/21. Address: 1045 Fanning Road, New Suffolk, NY installed as per manufaciturers recommendations. Web stiffeners shall be required v at all load and bearing points at a minimum. Handling, storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, Review Board REVISIONS components shall be as per manufacturer's recommendations. plywood, roof trusses, and sheathing are in place. GENERAL NOTES & 10/22/21 - FINAL AS BUILT -- 5PECIFIGATION5 1.00 THERMAL AND M015TIJRE PROTECTION `. NOTICE: BUILDER'S PLANS . 1.01 Dam roofin brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL F } pp g' pip y p The Contractor warrants to the Architect that he possesses the particular competence and skill inhKIS RE5IDENG grade walls. Also add vapor barrierK05Tr't as per 3.05. construction necessary to build this project without full engineering and architectural services,and, 14.01 Shall conform to the latest revision of the National Electric Code, the Local Power for the reason that the Contractor wishes to rely upon his own competence,the Contractor or Owner 1.02 5111 Seal - 1/2" x 5 1/2" compressible fiberglass beneath all exterior sill plates. Company and all applicable local regulations. has restricted the Architect's scope of professional services. In reliance on the Contractor's warranty \' J. � and at the express request of the Contractor or Owner,the Architect has under taken a limited scope PETER T. PODLAS , ' of professional services.The construction documents provided by the limited services shall be termed c '• ;'\:;. { `` 1.03 Insulation -See Buildin Section 14.02 Provide clock type day/night thermostat. ARCHITECT 9 Builders Plans in recognition of the,Contractors sophistication. Construction will require that the Box pose,REMSENBURG,NY 11960 631-325-0929 Contractor adapt the Builders Plans to the field conditions encountered and make logical adjustments 14.03 Provide smoke detectors as per NYS building code. in fit,form,dimension and quantity that are treated only generally by the"Builders Plans". In the event DATE 4/15/21 1.04 Roofing - 30 year arch. shingle with b nails per shingle the new project,he shall immediately notify the Architect. Failure to give a simple notice shall relieve the additional detail or guidance is needed by the Contractor of Owner for construction of any aspect of SCALE: A5 NOTED 14.04 Kitchen and bath to have exhaust fan as per NYS building code. Architect of responsibility for the consequence. Page 1 of 5 Ground Snow Load Ultimate Wind Exposure 1 mile of coast? HURRICANE SHUTTERS 30 PSF 130 or 140 actual B, G, D Yes or No Double Plate Splice 2020 RE5IDENTIAL CODE OF NEW YORK STATE & t� _0 The General Contractor is to provide the 6ENERAL 5 O�! S UNIFORM CODE SUPPLEMENTS INCLUDING LATEST 128 ' For exposures "B","G","D" Plate structure with 1/2" CDX I ENERGY CONSERVATION CONSTRUCTION CODE Approximate Distance from 1Nindborne Debris Protection p 4'-01+ plywood panels w/ Avg. High Tide Mark: Required Building Dimension 18x38 Min. Splice Length pre-drilled holes for fastening screws for all SUPPLEMENT g g [NY]R101.1.1 Amendments of New York State code books. • Windows and Doors. Panels to be 5 I I Ce numbered and stored on site in b d area. In Chapter 1,the term"New York State code books"shall include the Residential Code of New York State(i.e.,this publication),the Building Code of New York State,the Less than 1 mile Yes oro -F � " - Plumbing Code of New York State,the Mechanical Code of New York State,the Fuel Gas Code of New York State,the Fire Code of New York State,the Property Maintenance Greater than 1 mile t ''.. " �` _ (13) 1 bid ea. r U v, Code of New York State the Existing Building Code of New York State and the Energy Conservation Construction Code of New York State Provisions In any one or more of the u.. __. _.LL__< Use #8 Wood Screws - 2" embedment: New York State code books may be amended from time to time b provisions in 19 NYCRR Parts 1220 to 1227 or 19 NYCRR Part 1240,as currently In effect and as hereafter Weathering Seismic Termite Frost Line Depth Wind side of splice To y rn"d5pced 128 Vmph p 16" OC for 0' -4'-0" Panel span amended from time to time.If this publication is now or hereafter so amended,references In this publication to`this code"shall be deemed to be references to this publication as " t 1� NP. 7 mph - below late +� + �+ + n so amended.If any other New York State code book Is now or hereafter so amended,references in this code to such other New York State code book shall be deemed to be 29yr M-"'WP. 98Vm°' p 10 OG for 4-0 - 6-0 Panel span references to such New York State code book as so amended. Severe NIA Mod/Heavy 36 � �,-..NA� 9R Vmph 10aY°°,MR t"BVmph 8" OG for V-0" - 8'-0" Panel span Flood Hazard Winter Design Temp. Ice Shield Underlayment R905.2.4.1 Wind resistance of asphalt shingles. Asphalt shingles shall be tested in Use #10 Wood Screws -2" Embedment: accordance with A5TD7158. Asphalt shingles shall meet the classification requirements of Yes or N� 11 degrees N/A s Bottom 16" OG for 0' - 4'-0" Panel span Table Rg05.2.4.1 for the appropriate ultimate design wind speed. Asphalt shingle TDP YIEW plate 12" OG for 4'-0" - 6'-0" Panel span packaging shall bear a label to indicate compliance with A5TMD7158 AND THE Decay - 9" OG for 6`1 - V-0" Panel span REQUIRED CLASSIFICATION IN Table R905.2.4.1. Exception: asphalt shingles not included in the scope of A5TMD7158 shall be tested and labeled to indicate,compliance Slight to with A5TMD3161 and the required classification in Table R905.2.4.1. Table R905.2.4.1 Moderate Notes: Anchor bolts to be 1/2" dia. 48" oc and a min. of 7" embedded into concrete, provides classification of asphalt roof shingles. Roof Live 20PBF max. 12" from any corner and splice, min. 2" from edge of sill plate. Anchor bolt Roof Dead Load 20P5F 1st Floor Live 40 P5F, Dead Load 15 P5F washer to be 3" x 3" x 3/16 , max. 1/16" oversized hole. Use hot dipped anchor bolts R804.3.7.1 Ceiling diaphragms. At gable endwalls a ceiling diaphragm shall be provided by Ground Snow Load 30 pg 2nd Floor Live 30 P5F, Dead Load 10 P5F and washersin all flood zones. Double up all 2xb sill plates and lap bottom splice with attaching a minimum % inch (12.7 mm) gypsum board or a min. 3/8 inch wood structural top plate and spike top plate to bottom plate with (3) 16d common nails each side of BLOCKING- PERIMETER panel sheathing, that complies with Section R803, to the bottom of GJ or roof trusses and Spans Exposure B, G, D Douglas Fir#2, Flo = 850 .psi, E= 1,600,000 IN FIRST SHEETS splice in lieu of having both anchor bolts within 12 of splice on the bottom plate. TWO BAYS connected to wall framing in accordance with Figures R804.3.7.1 9(1) and Rb04.31.1 (2), INTERIOR unless studs are designed as full height without bracing at the ceiling. Flat blocking shall 2x6 2x8 2x10 2x12 (Note: the bottom plate splice must have a least one anchor bolt within 12 from its RR's NAILING INTERIOR AREA consist of C-shaped or track section with a min. thickness of 33 mils. For a gypsum board Rafters 12"oc 12-6 15-10 19-4 22=5 end) R602.11 ;- SHEETS PERIMETER sheathed ceiling, the diaphragm length shall be in accordance with Table R804.3.7.1. For a 16 oc 10-10 13-8 16-q 19 5 Glg Joists 12"oc 15-0 19-1 23-3 26-0 ���. AREA NAILING wood structural panel sheathed ceiling, the diaphragm length shall be not less than 12 ft. 16"oc 13-0 16-6 20-2 26-0 pP 4b' for building widths less than 36 feet or not less than 14 ft. for building widths greater than or TYPICAL SHEET equal to 36 ft. The ceiling diaphragm shall be secured with screws spaced at a max 6 1st FI. Joists 12"oc q-q 14-2 18-0 1 b-11 inches oc at panel edges and a max 12 inches oc in the field. The required lengths in 16"oc 11- 12-9 15-7 18-1 TYPICALROOF Table R804.3.7.1 for sum board sheathed ceiling diaphragms shall be permitted to be 2nd FI: Joists 12"oc 11-10 15-7 19-10 23-4 SHEATHING gyp 9 multiplied by 0.35 if all panel edges are blocked. Multiplying the required lengths in Table 16"oc 10-9 14-2 17-5 20-3 Table 602.3(1) Fastening Schedule R804.31.1 for gypsum board sheathed ceiling diaphragms by 0.9 shall be permitted if all panel edges are secured with screws spaced at 4 inches oc Table Rb04.3.1.1. Provides NUMBER AND TYPE 16d common (3112"x 0.162") 16"o.c.face nail the required lengths for ceiling diaphragms at gable endwalls gypsum board sheathed, with ITEM DESCRIi'TION OF BUILDING ELEMENTS a b � SPACING AND LOCATION Bottom late to oast. rim 01st,band joist or OF FASTENER ' 14 p � j � 16d box(31/2"x 0.135"); or Roof blocking(not at braced wall panels) 3"" x 0.131"nails 12"o.c.face nail a ceiling height of 8 feet. Where wind is > 130 mph use Solid blocking @ 1st two end bays 4-8d box(21/2"x 0.113")or 3-16d box(31/2" x 0.135"): or 3 each 16"o.c. face nail of END WALL @ 48" OC. Blocking to receive a min. of(2) bd @ R905.2.4.1 underlayment and high winds. Underlayment applied in areas subject to high 3-8d common(21/2"x 0.131");or 15 Bottom plate to joist, rim joist,band joist or 2-16d common (3112" x 0.162"):or 2 each 16"o.c. face nail winds above 140 mph, in accordance with Figure R301.2(4)A shall be applied with 1 Blocking bet4veerl ceiling joists or rafters to top plate „ , Toe nail blocking(at braced wall panel) each end of blocking. ( 121 ) P 9 pp 3-10d box(3' x 0.12s ), or 4-3"x 0.131 nails 4 each 16' ac. face nail _..,. _ rM ,. corrosion resistant fasteners in accordance with the manufacturer's installation instructions. 3-3" x 0.131"nails 4-8d box(21/2"x 0.113"):or : r r7�'+�= " • .-LL " " Fasteners are to be applied along the overlap not farther apart than 36 inches on center. �.,k. AREA 4-8d box(21/2" x 0.113"):or 3-16d box(31/2" x 0.135"):or (EL �Fet Underlayment installed where the ultimate design wind speed equals or exceeds 150 mph 3-8d common(21/2" x 0.131"); or 4-8d common(21/2"x 0.131");or Toe nail o ` • shall comply with A5TM D4869 Type IV or A5Ti"�iD6757. The underlayment shall be 2 Ceiling joists to tcp plate Perjoist,toe nail :- u; ».,...��4 3-10d box(3"x 0.128"); or 4-10d box(3"x 0.128"):or attached in a grid pattern of 12 inches between side laps with 6 in. spacing at the side laps. 3-3°x0,131" nails 16 Top or bottom plate to stud i , Underlayment shall be applied as required for asphalt shingles in accordance with Table 4-3' x 0.131 nails +[ 4-10d box(3" x 0.128"); or 3-16d box(31/2" x10.135'):or "' r h.. R905.1.1 (2) Underlayment shall be attached usiing metal or plastic cap nails with a head Ceiling joist not attached to parallel rafter, laps over 2-16d common(3112" x 0.162"):or , ,.... ► - dia. Of not less than 1 in. with a thickness of not less than 32 gage sheet metal. The cap End nail -. 3 partitions[see Sections R802.3.1,R802.3.2 and 3-16d common (3112" x 0.162"):or Face nail 3-10d box(3"x 0.128");or nail shank shall be not less than 12 gauge with a length to penetrate through the roof Table R802.5.1(9)j 3-3"x 0.131"nails •t '`. `" sheathing or not less than 3.4 inches into the roof sheathing. Exception: As an alternative, Toti~<•><z'o . ot►tliolct 4-3" x 0.131"nails 3-10d box(3" x 0.128"); or I s"�`. # , ..� *. . ^ ;. adhered underlayment complying with A5TMD19'10 shall be permitted. R905.16.7 wind Ceilingjoist attached to parallel rafter(heel joint) 17 Top plates, laps at corners and intersections 2-16d common (31/2" x 0.162"):or Face nail 4 '". 3 60S 13't' ,-, � resistance. Photovoltaic shingles shall be tested in accordance with procedures and 1 p 4 [see Sections R802.3.1 and R802.3.2 and Table R802.5.1(9) Face nail 3-3" x 0.131"nails acceptance criteria in A5TMD3161. Photovoltaic; shingles shall comply with the Tahlp RRfI� r, 1(9�l 3-8d box{21/2"x 0.113"):or �.., ► ,, -. �° " r� classification requirements of Table 905.2.4.1 for the appropriate max. basic wind speed. 4-10d box 3"x 0.128" or 2-8d common 2112"x 0.131^ or , 1. , Photovoltaic shingle packaging shall bear a labe'I to indicate compliance with the ( )' 18 1"brace to each stud and plate )' Face nail ,,1 procedures in A5TMD3161 and the required classification from Table R9052.4.1. Collar tie to rafter,face nail or 11/,x' x 20 ga.ridge strap to 2-10d box(3" 0.128 ), or f. � � I # 5 rafter 3-10d common (3" x 0.148"); or Face nail each rafter 2 staples 1314" ``01 , r Section Rg05 Rooftop-mounted Photovoltaic systems Rg0"1.2 Wind resistance. Rooftop- A-�: t I ,r I 4-3° x 0.131"nails 3-8d box(21/2" x 0.113"):or tEL Feet). °..„ mounted photovoltaic panel or modules systems shall be installed to resist the component 2-8d common(21/2"x 0.131"}; or �'�' --° and cladding loads specified in table R301.2(2) adjusted for height and exposure in 3-16d box nails(3112'x 0.135"):or 19 1" x 6"sheathing to each bearing Face nail ; 2 toe pairs on one side and 1 toe nail 2-10d box(3"x 0.12s"); or accordance with Table R301.2(2). 3-10d common nails(3" x 0.148");or 6 Rafter or roof truss to plate " on opposite side of each rafter or 2 staples, 1 crown, 16 ga., 13/4,,long �,.� .„,,����•,.r 4-10d box(3"x 0.128 ), or trussi 3-8d box(21/2" x 0.113° or _.� R602.11.1 Wall anchor BOLTS- 1/2" DIA- plate washers not less than 3"x3"x3/16". Max 4-3"x 31/2" palls )' bolts spacing shall be 48" oc for two stories in heir ht, 72" oc for one sto in height. 4-16d(3112" x 0.135"}: or 3-8d common(2112" x 0.131");or p 9 9 � 9 3-10d common (31/2" x 0.148"),or 3-10d box(3"x 0.128"); or 3 FLOOD ZONE X Toe nail 3 staples, 1"crown, 16 ga., 1 l� long R 602.1 0.8 Roof Rafter ties to wall 4-10d box(3"x 0.12$"); or R602.1 Wall bracing as per R602.1 Roof rafters to ridge,valley or hip rafte-s or roof rafter 4-3"x 0.131"nails 20 1" x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail g p 7 4-8d box(21/2" x 0.113"):or Table Rb02.11 to minimum 2"ridge beam 3-16d box 3112"x 0.135");or 1 " , . 2-16d common (31/2" x 0.162"):or 3-8d common(21/2" x 0.131),or End nail 3-10d box(3" x 0.128"); or 3-10d box(3" x 0.128"); or 3 Rafter or Truss 1i1p1'rft Connection Forces From Y�lind 13-3"x 0.131"nails 4 staples, 1"crown, 16 ga.. 1 /� long ``� • ' (Pounds Per Connection Risk Category 11 16d common (31/2"x 0.162") 24"o.c.face nail sS 0.173 s, o.oa9 r• 1.6 r 2-4 ar n..,,,v ilea+t Roof Pitch Roof Pitch Roof Pitch Roof Pitch Roof Pitch I Sti.s 0.276 SF„ 0.118 Sos 0.184 Sc, 0.079 j 8 Stud to stud (not.at braced wall panels) 10d box(3" x 0.128"):or l <5:12 5:12 <5:12 I a 5:12 4512 ?5:12 i <5:12 15;12 <5:12 5:12 TL 6 PGA 0.093 PGA,,,0.149 rpGA 1.6 ' 16"o.c.face nail 1 c 0.7 - 3" x 0.131"nails 12 1 48 43 59 l 53 70 64 { S5 BB 122 113 ° 16d box(31/2"x 0.135"); of Seismic Design Category D 12"o.c. face nail GMSTG 18 59 52 74 s5 s9 81 122 t1z 157 146 � Stud to stud and abutting studs at intersecting wall corners 3" x 0.131"nails 1=x-Er4-o'NEA:•rq"?,!--4 E,ONJel PDq'AL F1=.. MTS,(740 2RACED` ALI L FLNSL5t 2a 71 62 $9 1 79 108 93 � 144 137 192 178 (at braced wall panels) 16 25 16d common {3112"x 0.162") 16"o.c.face nail STRAP - E'<-E%'T C{�L DER tiCE tSt LE F�;xt FPAI.r - 28 79 69 99 1 es 121 109 167 153 216 200 12"oc. 16d common(31/2" x 0.162") 16"o,c.each edge face nail 32 i 86 75 104 I 97 134 120 125 170 240 222 10 Built-up header(2"to 2"header Nk^th 1/2"spacer) 2'.15'FINIS 4EO N-0714 Lw OrP •,G TO HE.A�h STtJ6 36 94 82 120 106 146 132 203 186 264 244 16d box(3112"x 0.135") 12"o.c.each edge face nail `-""-"`FOP"03LE OR EIOJTLF- '. -' - H StlyM.-.5 I; s i 5-8d box(2112"x 0.113"):Or ss � n r.�- c ri 42 I 106 92 135 120 166 149 230 211 300 218 ___ a£►rStt3^'"5'T3.AF"�R '-"- r"Ifliv 4-L + T�LE F._2:.l0._s 1., , 48 i 118 102 151 j 134 185 166 259 23rs 336 311 11 Continuous header to stud 4-8d common(21/2"x 0.131"); or Toe nail HEIC►+T .' ��OstT SIDE c�`..--�---- 4 II II 72 _. I .... 64 _ _..,57 73 . ..�..,,•w70 � 93. 25� . 126mm ...117 162 150 4-10d box(3 x 0.128 ) } Jf,3,3?c ,;:; - ,t'f 18 T8 69 98 8e 11 a w10a 162 14s 209 _ 194 II �, t= , - - , �, .. . . 16d common(31/2" 0.162 ) 16' o.c,face nail � I>: :r 5P�Ct=_R 1.,c.+5E.,,PLACE C�s�ZR�.s_- - r+e`ft.-jE-. '• • • II r 24 I 94 8z t18 { los las 130 199 lee 2:,5 237 •• ' " MIN.3'x11'4'NET HEADER STEEL I' £•`.F'f=06"!!-1 ",•s • • "' 1,-*44 .P�`.t<L '�=5 Unauthorized alteration or addition to this s a 12 Top plate to top plate 10d box(3 x 0.128"):or `. -� 28 105 92 132 11T 161 145 I 222 2G3 287 266 • U IS plan I ' ° SPLICE EDGES S-U-11 i i 12"o.c.face nail ti•� FAS'=".5°�Jr.' ' T[}` C�? l'-T !� + + violation of section 7209 of the NY5 Education Law • • •, OCC1.t=Ci"i'ER A.",E'7 E= 1 ,`'-TA�E`J TOS' 16"O.C. 3" x 0.131"nails 5, ' ' (C�"'•"C6"40pIRG_�.a.V r►2E0 EO• %31_51.4 Towri !yd _EG TOCOL^."CX; FLA-E 70 32 � 114 100 145 I 129 173 160 l 245 225 319 295 ,� •,•, ,• , , P1,0--rvs.. "�t•41`4 ', , ►ria 1F1:00'4 36 125 109 160 141 194 176 270 247 351 325 , 8-16d common 311 I x 0.162" :or •.•. • &I-OLE:4'o=THE r,% • Copies of this plan not bearing the Architect's red inked seal and ( 2' ) 1i �. i PEA rR TO 1.1--k-STUD s-P.Ar f'EW'.-AE. E� ' e =.JI'.13 Or f:•:, q 1 •� �.SC _1D F.s t3°":eOTi-SCIES OF'OFEi4riG PQF'`T�+t`(`C'>~EA'•{T 5 1 c, ,ti.a s;- 42 I 141 122 180 16D 221 198 1 K-a 281 399 370 Double top plate splice for SDCs A-DZ v'rith seismic braced 12-16d box(3112" x 0.135');or J s a,. +�,. ,. �' ONE RO',:'O� To C_ .1 I . E s signature shall not be considered to be vaild and shall not be valid wall line spacing <25' 12-10d box(3"x 0.128");or Face nail on each side of end joint ;U' },) �'�: .. ,EAC-Pa.EL Er: a"c�c. 1`'t=. as 157 136 201 178 2a6 221 I 343 31a aa7 414 for construction. 12 I 96 86 118 1 106 140 128 1 190 176 244 226 • 13 12-3" x 0.131"nails (minimum 24"lap splice length each x x ;1:;`..-�'ra.^ +iG C�.TFEo VA-H++,•{. i There shall be no master Pilin of this Ian with an building i _ 1, " . 0' 9 p y 9 •,•, ,�•. 'v: f1 ell ►•. =- ucfu��;pati-[ ~' �1Nl�tc; .• Tr-PIC department and shalll deem the plan to not be valid, sealed and Double top plate splice SDCs D�. D1, or D2; and braced side of end joint) •,", ,•;•. a�f s- cr�,'L+�P,CW,c .�." ��E')1201 %11LSA „ t-4,MS CONS,RU0-�•1 .�`` + . y rL Simpson Hurricane Ties H21 " Uplift rJ7�J �(7' u ��Ift � � wall 12-16d (3112"x 0.135") =' ;�• '��' 3'o C.r•��A'"`4'G(ST�'�,Ez_Q`=`"'G•A''- '" , � ' ' S�+Efi'Ntiir p p p signed plans are good for one calendar year from the date listed line spacing?25 ? s "I ,F 2.!ros• below. 1' '-- 1,'Pa.LEN T64 Cr r'f-±%EL rEF TLELL REC:'.1C_s t (M:1`iC 4�.J i%CI:5`U:)% d. 141JI.ta_1;OF XIC+5TUES i Exposure "C" 0 This plan is for the building lot address below and is for a one TABLE R602.3(3) " TAP; =5"`fir 7111 t R - !.'^,. _f 350'~7 In 5TTir'I�•"iPE ANV N ?l t-D 1 � {�} � SPACING (feet) >_5:12 <5:12 25:12 <5:12 25:12 Address: 1045 Fan time use Dated: /15/21. REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa,b,g � (E1.+E'EOCE;1 r•r1t2 c{l•;CFP-E aha rw:,al rid 1•{7;; Roof Pitch Roof Pitch Roof Pitch Roof Pitch Roof Pitch <5:12 15:12 <5:12 e5:12 <5:12 wring Road, New Suffolk, NY IF _ +,r1'. RT *:c'�"-^ '",t�f7K FCi+J►�'•1PA`1t `�.CXR€r:E•A� �- k 12 95 88 110 102 126 118 161 151 198 186 ULTIMATE DESIGN _.... i 00AL.'_'sor-OV OF r007t':e LAPPIAgS 1'r• t•'4 1�?LF,t�s1sE t�!?a;*; -�.- REVISIONS _ MINIMUM ti t�' ( fJr'a1;-r=_!.n?=CSC tP, C] 18 121 111 141 131 163 151 208 195 257 242 MINIMUM NAIL MINIMUM WOOD PANEL NAIL SPACING WIND SPEED V ar . t JJJ ry t CL-1111C A%0,Wt sC ,�,G' � ENEIRAL NOTES & HIGH WIND NOMINAL MAXIMUM WALL ul[ . +�[; jt! �• ��_� -•+ , r•`'Sy � � �} F#� 1':-0FF,•t+"� L 24 148 136 173 160 200 185 256 239 317 298 10/22/21 - FINAL A5 BUILT STRUCTURAL PANEL STUD SPACING (mph) PANEL SPAN _",„��-..+ -"_ -- °- , _•. � ' -,.c'- �' PEGIFIGATIONS � • 28 166 152 195 179 225 208 289 269 358 335 Penetration THICKNESS (inches) Edges Field Wind exposure category * 12"o.c. RATING I �rl`c FOO-'P,0 SL.'L t_r`.DE.=t O4'L`,^ IS 1:s': A�1.�':E0 32 184 168 216 199 249 231 321 299 398 373 Size inches i-, +•Tr i ,�- (Inf:he5) (inches) (inches o.c.) (inches o.c.) B C D C.�,i +S;.hL 5^r,LL££F`£. .I� C1ATC+7Cfa O it ,.,�. 5THD10 36 202 185 237 219 274 254 353 329 438 411 ` ' •': �, ( ` � 5THD 10 1 _- 9.1P+.It11 W oLAkV_TER A%CWY7.ECLT tP.STA LE^PER 6d Common 3 SECT `.Rte_1_E•'.(,1'"-42'i:'sY-o'F'LA,L'4'7151£n STRAPS 42 229 210 269 248 312 289 402 375 499 468 KO'ST KIS R�51DE1�G � - (2.0" x 0.113") 11.5 24/0 /s 16 6 . 12 140 115 110 STRAPS =4 t 48 256 234 302 278 349 323 450 420 560 524 16 6 12 170 140 135 FRONT ELEVATION SECTION 12 126 117 146 136 168 157 214 201 263 247 8d Common 1.75 24116 7/{g 18 161 148 188 174 217 201 277 259 342 322 PETER T. PODLALS (2.5 x 0.131 ) 24 6 12 140 115 110 F()[` Sl: 1 inch = X5.4 tl�lr'Yl. foot = 304.$ mm. 24 197 181 230 213 266 246 340 318 422 396 ARCHITECT BOX 1058,REMSENBURG,NY 11960 631-325-0929 For SI.1 inch=2c.4 mm.1 mile per hour=C 447 m.'s 28 221 202 259 238 299 277 384 358 476 446 FIGURE R002.10.6.2 16"'o.c. a Panel strength axis paralle`or perpend cu`ar to supports.Three-ply p yr;cod sheatMrg with studs soared more than 16 inches on center shatl be applied>•;th pane'strength axis pe•pend Solar to R ��rk'�+ 32 245 223 287 265 331 307 427 398 529 496 �� METHOD PFI-PORTAL FRAME WITH Ht�LD�-DC�WtVS 36 269 246 315 291 364 338 469 438 583 547 DATE 4/15/21 b. -ab'e is based on va.rd pressures acting tcr:ard and a::ay frcm building sur`aces in accordance faith Sect on RX1.2.Lateral bracing req irements shall be n accordance'r;itr Section RhC2.1C 42 305 279 358 330 415 384 535 499 664 622 SCALE:A5 NOTED 2 c. V cod structura`panels Lath scan ratings of l^loll-15 or VNall-24 shall be permitted as ar,alternate to panels,vitn a 24;0 span rating.PL-Wood siding rated 16 c.c.o,24 o.c.shall be per--it'ed as an 48 340 311 402 370 464 430 599 559 745 697 a'ternate to°anels vvi:h a 24;16 span rafng.:4`all-16 ant Plpvrood s ding 16 o.c.shall be used with studs spaced not more than 16.riches on center. Pa e 2 of 5 l-10 NOTE: MAKE SURE TOP 18'-0" OF FDN WALL 15 A MIN. OF 12"ABOVE GRADE A5 TW28310 F=7- OF GRADE SLOPES TO THE ' REAR :o I 5THD 14 Simpson r- - - - - - - - - - - - - - - � I 3068 holddown strap in I I STHD STRAP I I - 01 1 T-0" 0'_b" o — cn I LOGATIOIN I I - I REPLACE EXISTING in W/ I I DROP TOP OF I I GXW135 W/ EGRESS I I FDN A5 REQ'D I I WINDOW HARDWARE EX. 5HEETROGK in v I I I I EX. & IN5UL. IUNDER 2668 I I ( EX' FURR OUT STAIRCASE J I I d? WALL A5 REQ'D HAUNCH I I in EX. SEE DETAIL - I I KIT/DR GL. DOWEL INTO '- Exist. BDRM EXI5TING — I I wz m :D v 4" PG SLAB WITH I I I 6/6 X 10/10 WWM ( I X to V rs _ PITCHED TO I I w _ I W ALL SMOKE DETECTORS TO 4,-2„ b DRAIN v� SD O BE HARDWIRED AND I I O � - - -- INTERCONNECTED I I a zD 0 co) I ( oC v LEX. —DN I I 6' I I up o _----- ALL 5MOKE DETECTORS TO _ BE HARDWIRED AND d3 %Z `3 - • - I I I SD G EX. INTERCONNECTED m N GL - F- '1'-1" 7'-0" b'-10" au — _ _ w I 2868 Hnch i t w I I I II 2x8 FJ 16 OG L I� II II III UP �= - - - - - - w ; ; Rv3: Exist.� 10 01 b'-a" I I J m Ex. EXI5TING I I tu o Exist. BDRM i i 1/2" 5/8" TJI 360 11 7/8 FJ FJ 16" OG BA5EMENT I I O I I Remove existing wall and make E CL05E UP EXIST. I I T- 5D i i two bedrooms into one bedroom 5/8"TYPE "X" CELLAR WINDOW A5 I I 2048" FIRECODED REQ'D I I EX GWB N EY4 GARAGE 4" PG SLAB WITH 6/6 X ILl 10/10 WWM PITCHED TO I IAt— DRAIN \ I I EX. EX. EX. HOUSE � cl i I I M_ . . . -"' I I DECK 3.5 X 11-bb 2.OE PARALLAM 17,1— 1 I DOWEL INTO I I I I EXISTING I DROP PLATE (as req'd) I I 1S'_0I I DROPPED b"TJI 560 11 7/8 FJ 12"001 = HEIGHT 6" M LOWER THAN Q, q HOUSE PLATE FOR DECK WATERPROOFING 04 I I I I I i CONSTRUCTION I I I I ( DROP TOP OF 3.5 X q.5 2.OE PARALLAM FJ I I I I I I FON AS REQ'D I ( — — — — — — — — —_\ — I — 1080 OVERHEAD DOOR I I 1080 OVERHEAD DOOR 111, 111111111'7__ cl�_O- FIR5T FLOOR PLAN 4" ROOF VENT I ROOF 5GALE: 1 /4" = 1 '-0" FOUNDATION P 5 GALE: 1 /4 = 1 '-0" I BATH#2 11/2". Big 640 f!-"%10001 2" I I I I 1 112" I I I I I bidet 2ND SYMBOL DESCRIPTION FLOOR Vapor Barrier-5 mil 4" poured cont slab w/ EXISTING 6I6 x10/10 WWM F_ � EXI5TING TO BE REMOVED 0 , . NEN PARTITION -1 =_III—_ I — (2)#5 rods EXI5TIN6 FOUNDATION Glean Gravel fill NEN FOUNDATION H HAUNCH DETAIj,,,. 15T FLOOR REVISIONS UNDATION PLAN, FIRST FLOOR 10/22/21 - FINAL A5 BUILT LAN, DETAILS, KEY, PLUMBING..', 4" EX5TINGG.O. E �GK05TAK15 REBID F.A.V _ \ PETER T. POOLA5 ` 0� ARCHITECT TO SUFFOLK L U 1� B I N G 50HEMATIC BOX 1058,REMSENBURG,NY 11960 631325-0929 COUNTY APPROVED DATE 4/15/21 NT5 5EPTIG 5Y5TEM A3 SCALE: AS NOTED Page 2 of 3 now or formerjY George F. Grothwohl Hold setback 01 10 I WALL LINE ELEVATION VIEW requirements so new E -- 5.83"17'40" addition is within ' - q TW2o3 6 � o _ 100.00' ex reisting setback % gulations o v — rn 0�, C) 0 B1 B2 B3 — — —-- — 3 Z cn 0 Iw , o Y I oa5� QTotal W;;ILLine Leogth: 38' 0" 1 GLNein43 TiaN �}ol,o . p Iol-� J BATH _ o LL 2nd Floor East WALL LINE PLAN VIEW 2868 2468 M 3e "� o r B1 B2 B3 ° ' 0 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing N o Line Method Factors Amount Factors Amount Bracing Bracing Status Cd ; e ~ M 0 m81-011 c w 2nd Story B CS-WSP 0.89 3.29 Exempt Exempt 3.29 25.99 Compliant PLATE o �, 5D1 HEIGHT _�� N.840 5'5C)-W, N.840051, 1, Adjacent ON— Wall N -� t}- - loo.o0 2so.oT Wall Line Wall Bracing Segment HQualified Tension V 1�0LC7 P'pa Opening g Nails Hold Down ~ 3'-0" HIGH Ir- Z b5l Fki f_FA N N I N G Segment Height Method Length g Segment Tie _ RAILING w0 5� (Olso known OS " horlies Lane")oA'D, 1 r " m j _ C B1 9 CS-WSP 3 10 51011 3.83 611/1211 1:3AST,owl E. B2 9' CS-WSP 9' 4" 510" 9.33 6"/12" A$XiriOJ 864 ��(/�x 10/6y-6-:, oIce �. 1 1 11 r 11 Q 1800 - •�-` J` +'.� B3 9 CS-WSP 12 10 5 0 12.83 6"/12" 0 j o 1800 d, 13 211 F- a; m m WALL LINE ELEVATION VIEW SURVEY FOR ALESSIO TONACCI & ALBERTA TONACGI NEW SUFFOLK `p `A TOWN OF SOUTH OLD a� in 4 SUFF. CO.; N.Y. d HOME TITLE DIVISION OF CHICAGO New �. SCALE ' I"=40' TITLE INSURANCE CO. SOUTHOLD SAVINGS BANK B1 62 FAMILY E MAY 17, 1966 CL NOTE t�MONUMENT PROFESSI _ ENGI R AND Q M LAND SURV OR,MY . 'LIC:NO.12845 1` RIVERHEAD Y. � Total Wall 1jne Length: 18'1� J < — 2nd Floor North 2X8 RR 16" OGZ PLOT PLANnts WALL LINE PLAN VIEW 2X8 GJ 16"OG @10'-8" w o J Bi B2 StoryWall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing ? Line Method Factors Amount Factors Amount Bracing Bracing Status -JNZ �r 2nd Story 1 CS-WSP 0.66 1.35 Exempt Exempt 1.35 16 Compliant m TYPICAL ROOF P RR'5 16" OG A5 PER PLAN Adjacent GJ'5 16" OG A5 PER PLAN Segment Wall Line Wall Bracing Segment Qualified Tension 20 guage 1/2 EXT. 5HEATHIN6 Opening Nails Hold Down Install 1 1/4 galvanized strapping @ segment Height Method Length Height Tie FWG100611-4 15# BUILDING FELT 61 9' CS-WSP 4' 8" 3' 611 4.67 61/12" 2X10 RIDGE 16" OG over RIDGE ARCHITECTURAL with min. 12" bearing on FIBERGLA55 ROOF 5HINGLE _ B2 9' CS-WSP 1 V 4" 3' 6" 11.33 6"/12" LIGHT WEIGHT GONG. PAVER5 (2)2x12 HDR — - — — — NOTE: Provide Ice&Water OVER RUBBERIZED ROOF q'-0" 9'-0" each RAFTER.2x8 Ceiling Shield from fascia &within 2' 5Y5TEM PITCHED TO DRAIN TO Joists Horiz. distance from the 51DE5 R30H batt interior side of the exterior insulation w/ N wall;Typ. for all roofs 3'-0" HIGH METAL OR VINYL RAIL 5Y5TEM DECK o Styrofoam air baffles �r�fJMur WALL LINE ELEVATION VIEW o baffles H6- m rafter tie 16" OG R 38 BATT TYPICAL OVERHANG INSULATION Bi 1X8 KLEER FA501A TYPICAL WALL W/ALUMINUM GUTTER _ VINYL 5OFFIT, VENTED _ o I Hardlie Plank 51DINO Total Wall Line I-Pnoth- 38'0' o TYVEK 11 2 0 1_ 1/2 EXT. 5HEATHING 2nd Floor South NEJM Family 2X6 16" OG R 21 HD BATT T WALL LINE PLAN VIEW ° Room N5ULATION Bl 1/2 GNB Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing 5ECOND F PLAN 0 R38 Batt Line Method Factors Amount Factors Amount Bracing Bracing Status _ o R21 H Batt 2nd Story A (S-WSP 0.89 3.29 Exempt Exempt 3.29 38 Compliant 50ALE: 1 /4" 1 1-011 Insulation o � Adjacent 0'_b" 11.88 TJI 360's floor Wall Line Wall Bracing Segment Qualified Tension Hold Down Segment Height Method Length Opening Height Segment Nails re Existing Living R19 Batt (�— — — — — — — � joists 16" OG & solid _ 10'x8'garage door \ B1 9' cs-wsP 38' 0" 38 6"/12" = w/low profile door -; i \'� blocking at 1/3 Pts. o opener N EN - \ DROPPED 8" - 11.3 TJI ,560D's floor joists 16" OG Garage I & solid blocking at 1/3 pts. i— verifyuV garage door ( in deck area on!y) ' ( installer before framing WALL LINE ELEVATION VIEW Existing _ _ Existing Grade Grade I Ll 0 Existing ° o m B1 Basement - v Total t -Line 1 " BUILDING 5EGTION Scale 1/4" = 1'-0" 2nd Floor blest WALL LINE PLAN VIEW B1 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing REVI5IONS _- Line Method Factors Amount Factors Amount Bracing Bracing Status Code BASED ON 2018 IRC 10/22/21 - FINAL A5 BUILT LOT PLAN, BUILDING SECTION, . : SECOND FLOOR PLAN 2nd Story A CS-WSP 0.89 3.29 Exempt Exempt 3.29 38 Compliant SDC (Seismic Design Category) 1-2 FAMILY A-C Wind Speed < 140 mph 1 Wind Exposure Category EXPOSURE B } Wall Line Wall Bracing Se Adjacent Qualified Tension K05TA�K15 RE5IDENG 1. g ment g Opening Nails Hold Down Total Number of Stories 2 STORY Segment Tim - � : j, Segment Height Method Length Height Cripple Wall NO r rr Mean Roof Height less than 30 ft. YES PETER T. PODLA5 l 1. ARCHITECT G) � 81 9' CS-WSP 38 0 38 6 /12 BOX 1058,REMSENBUR6,NY 11960 631-325-0929 ' ?' \ 1 DATE 4/15/21 A4 5GALE: A5 NOTED Page 4 of 5 12 b� WALL LINE ELEVATION VIEW WALL LINE ELEVATION VIEW FWG 100611-4 Bi B1 82 A 38' 0" -- - • 11 Line Length: 18' • 1st Floor South 1st Floor East .�.� WALL LINE PLAN VIEW IF- WALL LINE PLAN VIEW •- 81 B2 BI EX. g g g q Qualified Bracing Wall BracingWind WindBracing Seismic SeismicBracing Required Qualified Bracing �' Story Wall Bracing Wind Wind Bracin Seismic Seismic eraan Required g St0 9 9 q Q EX. ry Line Method Factors Amount Factors Amount Bracing Bracing Status rY Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 2 CS-WSP 0.81 6.9 Exempt Exempt 6.9 8 Compliant .�, 1080 OVERHEAD DOOR 1st Story 1 CS-WSP 0.92 6.72 Exempt Exempt 6.72 38 Compliant Wall Line Wall Bracing Segment AdjacentQualified Tension Segment Height Method length Height Opening Segment Nails Tie Hold Down 00 Adjacent Wall Line Wall Bracing Segment opening Qualified Nails Tension Hold Down B1 9' CS-WSP 4'0" 81 on 4 6"/12" Segment Height Method Length p g Segment Tie Height B2 9' CS-WSP 410" 8101. 4 6"/12" B1 9' CS-WSP 38' 0" 38 671/12" WALL LINE ELEVATION VIEW FRONT ELEVATION SCALE: 1 /4 = 1 I-011 WALL LINE ELEVATION VIEW B1 B2 B3 Total WallJnClC¢p I ; ROOF SHINGLES WALL LINE PLAN VIEW TO MATCH B1 B7 B3 EXISTING Story Wall Bracing Wind Wind8racing Seismic Seismic B•acing Required Qualified Bracing Line Method Factors Amount Factors Amomt Bracing Bracing Status 1st Story A CS-WSP 0.92 7.68 Exempt Exempt 7.68 9 Compliant B1. Wan Line Wall Bracingsegment Adjacent se g Qudlfied Tension Segment Height Method Length Opening Segment Nails 7fe Hold Down Height 82 9' CS WSP 9'0" 4'0' 9 6"/12" 800 1st Floor North »LLine �enath: 1 1 n 1 st Floor Nest 63 9' CS-WSP 1'6" 4'0" D 6"/12" Include proper 8001b HD details for IRC placement rules on the plans. WALL LINE PLAN VIEW WALL LINE ELEVATION VIEW _- B1 (2)TW3046 (2)TM046 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status B1 82 1 st Floor blest Rear 2nd Story A CS-WSP 0.66 2.44 Exempt Exempt 2.44 12 Compliant TDt,l.Wall Ln,.Len°th;-91,19 Wall Line Wall BracingSegment Adjacent WALL LINE PLAN VIEW opening Qualified Nails Tension Hold Down 01 Bz Segment Height Methodd g Length Height Segment Tie Story Wall Bracing Wind Wind Bracing Seismic Seismic Bradng Required Qualified BracingLine Method Factors Amount Factors Amount Bracing Bracing Status J'� 1st Story A CS-PF 0.92 (L 72 Exempt Exempt 6.72 7.58 Compliant B1 91 CS-WSP 12' 0" 12 611/1211 Wall Line Wall Bracing Segment Adjacent Qualifted Tension Opening Nails Hold Down Segment Height Method Length Height Segment Tie ' I HARDIE PLANK TW28310 TW28310 SIDING T1N25310 B1 9' CS-PF 1'6' 6-8- 2.25 3"/3"grid 1,700 c}:1 Ctrdlt•diX.+l15:V SO- pHA �.A_L w.:.-. .- 'P.C•t.'Y.'tJl� ::] :L'•Gt•-L�JI•dt'"ES`S C"• 'AE-L 82 9' CS-WSP 5'4" 6'8' 5.33 6"/12" 'c s E•TE tit 01 ML A01. VI.CC'(�V-Lr WALf-A"ILS f',.0 E-'ACLU's'.k i,PA•.L' ROOF SHINGLES L 'L.'O°*4AZ1-%', HSf•.G_EPL*?TA-tLJ1 H.A•'L Include proper PF orABW details on the plans. TO MATCH fo L B,hLc "dL`I FA4 =�.r•<,",I EXISTING ! r'f1".ISI r,�r•tixoP+_•.r.a .I Tti r•'FHf- i +01 511.1.iLL 0H UIYJB.L W>.TA- _�SI•.•L H5 -,. "_r.Y't.ALI '• •. 115'd OisC,"1'_5':•E ....._____ _ _ -........ .. ... @- r•41 t•t•. 31'r •.F'-v&JI`5•E H,k, • •�•' K':!.VA�c�P!-.'.1�-..F'lAf..-(.d.pA(...5'I"r(:s H}A:`4. '...�:,- ':: .. LY.'..�•A. ,rr•r• 1 �fAS1L•.SHi-AtHl•.rJ TO He M.�La.511•°E:: 1F •.LLCLL'aA•,LL F;- 51DE CO,_0'.OF fiA_;A'.I_iC 8'J•YAA5 r1TCr-'IC SPLICE LUCiL55+°.A__ IAS•L•4 TOP OUC:J.t f1. A•.('C= pV.ft i) low 4 "! `-H=A�1[.'TO�A�•.5•iy_`Slt•AF`F4H TAFi_L,._.,,,_/ ptfx:"1•YiJ F.t•H".1HF •A11 a f oII III . O'f'051'L SIL"L O+ It•LE�IATI0 SCALE. 1/4 = 1 -0 0: �.�.1,1A-, PL'1I:•eJ}ASH VA'.F, ..P,.} "GFA!'1•+!iC0.7-HF:1;,II•+!•1'' I '•� .!`d It O::_1 'Je ••I_" ',OQJ S'•+i.C'U'-A_HA`dF_5.11 A'W',G Tr VIZAL VLWTA. r i�T1•a:CO'."'O'.OS GA-,A•.I_LD EO••JJ_5 A' `' c.,A!'r C<N..IHtlt:'K?`J FA•,LL SQ.C.1•.A-1 T LOS. ♦--�"w• c_O(.:•I'..�A•.J SILLS Trig, �4 StiL A'H!!rj L- f11%LL 4G 1 H Of PA!.?_PEI;`A9,.E 1410:.13 5 f•"""dr_A'.�Jf'C+ 5'L.'.:] V S�V:'4 AFF IAI+I FS v 3r-o11 WOOD t1-4AZt% DLA•.1LTL-AhCIIOUBOLTS HO _•1'i51.1 v -A!' _ LSLCTIO•,-401.1.0 eJT•4 1 , HARD[ PLANK RAILING fes; ,h SIDING SYSTEM110 do n o ap 6 v �6 0 OVER CONCRETE OR MASONRY BLOCK FOUNDATION ■ G5-PF TW2036 HARDI PLANK SIDING rr=zzii III III NEW CXW135 NEW CXW135 K EGRESS W/ EGRESS HARDWARE HARDWARE o- REV15ION5 FF"11 10/22/21 - FINAL A5 BUILT ELEVATIONS CXW135 WEGRESS TW28310 HARDWAREII I- OII510E ELF."VATION 5GALE. 1 /41W .t 1 K05TAK15 R 51l � E DENG � .0 PETER T. PODLAS ARGHITEGT O BOX 1058,REM5ENBUR6,NY 11960 631-325-0929 a.` DATE 4/15/21 EARELEVATION 5GALE: 1 /41I _' 1 I-oII SCALE: A5 NOTED Page 5 of 5