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HomeMy WebLinkAbout45675-Z �o�SUFFDIK G Town of Southold 5/24/2023 a y� P.O.Box 1179 0 co 53095 Main Rd woy�j41 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44125 Date: 5/24/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 775 Wood Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 86.-6-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/28/2020 pursuant to which Building Permit No. 45675 dated 1/13/2021 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: additions and alterations, including deck repairs,to existing single family dwellin ags applied for. The certificate is issued to Henderson,Oliver&Leong, Stefanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45675 9/13/2021 PLUMBERS CERTIFICATION DATED 8/31/2021 CutkougeEast Plumb' g&Heating Au or e Signature zL"� TOWN OF SOUTHOLD �OSyFm o aye, BUILDING DEPARTMENT TOWN CLERK'S OFFICE S SOUTHOLD, NY C* T 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#: 45675 Date: 1/13/2021 Permission is hereby granted to: Henderson, Oliver & Leong, Stefanie 181-49 Tudor Rd Jamaica, NY 11432 To: additions and alterations to an existing single family dwelling as applied for. At premises located at: 775 Wood Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-6-9 Pursuant to application dated 12/28/2020 and approved by the Building Inspector. To expire on 7/15/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $416.80 CO-ADDITION TO DWELLING $50.00 Total: $466.80 1 uilding Inspector pF SO(/T�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 �` a COUNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Oliver Henderson Address: 775 Wood Ln city,Peconic st: NY zip: 11958 Building Permit#: 45675 Section: 86 Block: 6 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Devaney Electric License No: 4144ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 50 Ceiling Fixtures 19 Bath Exhaust Fan 4 Service 3 ph Hot Water 30A GFCI Recpt 11 Wall Fixtures 10 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 28 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 2 Transformerg5W UC Lights 12 Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 3g Track Light 20' Exit Fixtures 11 Pump 1 Other Equipment: Hood, Gas Oven, DW, W/D, Mini Fridge, (2) Mini Splits, 200A Meter Main Disconneci Gas FP Notes: Service & First and Second Floor Renovation Inspector Signature: o �-� Date: September 13, 2021 S. Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 P.O.Box 1179 r fir. Southold,NY 11971-0959 ' BUILDING DEPARTMENT TOWN OF SOUTHOLD AUG 3 7 2021 CERT-IFICA.T_IQN Date: .. �^ �/ � , • Building Permit No. L) " -75 Owner: eV`rP j 8 V (Please print) J� ��G\L C// .9�SYt' `._ C6 ..... _ .Plumber:._ —-- (Please Print) I certify that the solder used in tate water supply system contains less than 2/10 of 1% lead. / (Plumbers Signature) Swom to before me this day ofAqAu�� 20 c�- r n CONNIE b.BUNCH Ltriq�� Notary Public,State of New York '� I No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2D-a-3 Notary Public, Isooltfy N 4 - - So�Ty s�� 1 7 L� # TOWN OF SOUTHOLD_BUILDING DEPT. co765-1802 INSPECTION ',- FOUNDATION1ST [ ] ROUGH PLBG. 1 [ ] 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 REMARKS: 1 DATE INSPECTOR csl,-1 22 � �`Q- OF SOOT # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECT ON [ ] FOUNDATION 1 ST ° [ ROUGH PLBG. [ ] UNDATION 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 REMARKS: (0 Q 6 S\f Jc�vr �- ' DATE B INSPECTOR so uTyO6 # TOWN OF SOUTHOLD BUILDING DEPT. courm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND, ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION , ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION J/ [ ] PRE C/O REMARKS:0 VIII v tpkl 6d4 &4' ew��M'a) (` �- w DATE INSPECTOR 1,420 r u�l��J oFso� i oy�� lyolo # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ]'RAMING /STRAPPING [ ] FINAL [ --FIREPLACE & CHIMNEY_ [` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR ` # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [X1 'RO GHPLBG. FOUNDATION2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: . tat W_ Vlk► - _ lop%, C DATE a INSPECTOR SOUIyo� G; 6-75- -7 7 # # TOWN OFSOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ "] ROUGH PLBG. [ .] :FOUNDATION 2ND_.` [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [' ] FIREPLACE & CHIMNEY [ ] -FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: of DATE INSPECTOR • • Cly® - Ell , . , ; . • , ® t CWTAMME I' ml INSULATION PER N.Y. STATE ENERGY CODE oer �1w _.y�p� WAS j. w ► 1': ,.,AW �f�i� ADDITIONAL COMMENTSfri ` ., ati :ir ,ice , off ix�o� ;; TOWN OF SOUTHOLD—BUILDING DEPARTMENT ,. . z. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 pyo. o f Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.Rov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Onl PERMIT NO. �" Buildin ector: DEC 2 8 2020 m Applications and forms must•be filled out in"their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization f6rm'(Page"2)shall be completed:" Date:12 23 Zp OWNER(S)OF PROPERTY:, Na11 me:Oliver Henderson / Stefanie Leong" " SCTM#1000-86-06-09 Physical Address:775 Wood Lane Peconic NY 11958 Phone#:917-306-8955 / 917-873-0105 Email:ohenderson96@gmail.com / s1150nyc@gmail.com Mailing Address: 181-49 Tudor Road, Jamaica, NY 11432 CONTACT PERSON:. Name:Tom Trifaro Mailing Address:DTT Design,:_ 1"165 Broadway, Holbrook, NY 11741 Phone,#:(631) 567-1307,(W)• / ,(631)_431-8949(C) Email:ttrifaro@dttdesigns,com DESIGN PROFESSIONAL INFORMATION: Name:Vincent LUcarelli Mailing Address:g Kirkland Drive 0 Phone#:(631) 567-1307,(W)/(631) 431-8949 (C) Email:ttrifaro@dttdesigns.com„ 'CONTRACTOR INFORMATION: ' Name:TBD Mailing Address: Phone#: Email: "DESCRIPTION OF"PROPO,SED CONSTRUCTION ❑New Structure RAddition ❑Alteration RRepair ❑Demolition Estimated Cost of Project: ❑Other $200,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? Dyes ®No 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? []Yes RNo IF YES, PROVIDE A COPY. 14 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): TPOM A5 v V,--t FSP BAuthorized Agent Downer Signature of Applicant: Date: �, `y 2.,C;' STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Tom Trifaro being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the 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 befpre me this 3 d'- day of 20zl� KRISTINA L NEMETH Notary Public Notary Public -State of New York NO. 01NE6252540 Qualified in SuffolkC�ou y PROPERTY OWNER AUTHORIZATION My Commission Expires (�' a3 (Where the applicant is not the owner) Oliver Henderson / Stefanie Leong residing at 775 Wood Lane, Peconic, NY 11958 do hereby authorize Tom Trifaro to apply on my behalf to the Town of Southold wilding Department for approval as described herein. C) 3 1101V Owner's Signature VDate Oliver Henderson / Stefanie Leong Print Owner's Name 2 Glenn Goldsmith,President Qf S®(�rTown Hall Annex A.Nicholas Krupski,Vice President ,`o ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski 41 Southold,New York 11971 Liz Gillooly G @ Telephone(631)765-1892 Elizabeth Peeples • a� Fax(631) 765-6641 com,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2017C Date: April 10,2023 THIS CERTIFIES that the removal of the existing storm damaged and deteriorated pier and replacement with new 4'wide x 118'lona fixed pier,3'wide x 16'long aluminum ramp and 6'wide x 20' long floating dock supported with two 10"dia.CCA piles in same approximate location as existing All decking on proposed pier to be thru-flow and floating dock to be un-treated timber or composite A 4'wide x 4' long platform will be installed on pier and 4' wide x 4' long steps to beach area will be installed on south side of pier to gain access to beach area and replace existing storm damaged steps Adjacent to the house there will be one additional 5' wide x 5' long stair case added to the existing deck on the south side of the residence and the existing timber decking on the existing deck will be removed and replaced with un-treated composite"TimberTech"decking There will be no size increase on deck or modifications to sub-structure,lust replacement of decking boards;for the installation of continuous hand railing consisting of top rail and center rail and the installation of electric and water to end of fixed dock,•with the condition that an Underwriter's Certificate is obtained for the electric to the_dock• At 775 Wood Lane,Peconic; Suffolk County Tax Map 91000-86-6-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 3,2020 pursuant to which Trustees Wetland Permit,#9861 Dated April 14,2021 was issued and Amended on January 19,2022 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of the existing storm damaged and deteriorated pier and replacement with new 4' wide x 118' long fixed pier,3'wide x 16' long aluminum ramp and 6'wide x 20' long floating dock supported with two 10"dia.CCA piles in same approximate location as existing. All decking on proposed pier to be thru-flow and floating dock to be un-treated timber or composite.A 4'wide x 4' long platform will be installed on pier and 4'wide x 4' long steps to beach area will be installed on south side of pier to gain access to beach area and replace existing storm damaged steps Adjacent to the house there will be one additional 5'wide z 5' long stair case added to the existing deck on the south side of the residence and the existing timber decking on the existing deck will be removed and replaced with un-treated composite"TimberTech" decking.There will be no size increase on deck or modifications'to sub-structure just replacement of decking boards; for the installation of continuous hand railing consisting of top rail and center rail and the installation of electric and water to end of fixed dock,•with the condition that an Underwriter's Certificate is obtained for the electric to the dock. The certificate is issued to Oliver Henderson&Stefanie Leong owner of the aforesaid property , a �*O-- Authorize ignature York State Department of Environmentai l:onserva►,uit :? ,idin� 6� 1 St rook, New York 11790-2356 Thomas C. Joriing Commissioner Date: �wsc-e , /l�l�� Re77�/� 0 Dear /'J/7 t/(�(/�f/✓1�'r Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: SG77pI � ?J � Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may .take place seaward of the tidal. wetlands jurisdictional boundary, as indicated above, without a permit. It is.- your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Pleasebe further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, MR Deputy Regional Permit Administrator cc: AN ,=93 CJ pwlen on.ecyc,.a o+of* BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex' 54375 Main Road - PO Box 1179 " Southold, New York 11971-0959 :. Telephone (631) 765-1802 - FAX (631) 765-9502 = .. rogerrCaD-southoldtownny.aov seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF RMATION (All information2 1Required) Date: 2.t Company Name: U�.UZI�1 Name: AIVp e,Vo-n License No.: q1����-' email: Phone No: f l6-qc(�>-x-1313 ❑I request an email copy of Certificate of Compliance Address.: � Qo?& /L)._ ( f? JOB SITE INFORMATION (All Information Required) Name: e r g on Address: `7 7 1� WOd La eor\1 c- Cross Street: 2 1-0- Phone No.: Bldg.Permit#: W 96 -7 S email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) } `��02 ��-'u�•I��►�� Check All That Apply: Is job ready for inspection?: DYES 0 -O ❑Rough In ❑Final Do you need a Temp Certificate?: DYES 0110 Issued On Temp Information: . (All information required) Service Size Di Ph ❑3 Ph Size: 'a-0G A # Meters I Old Meter# G4833>ao8 ❑New Service ❑ Service Reconnect ❑ Underground Overhead # Underground Laterals ❑1 EJ2 ❑H Frame❑Pole Work done on Service? E] ''❑N Additional Information: PAYMENT DUE WITH APPLICATION ------ '-J o0 - g -. Electrical Inspection Form 2020.x1sx �� ` FEB 024 1 �� ry �� -BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 :... .. rogerr(a)_southoldtownny.gov seand(absoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF RMATION (All Information Required) Date: 2 2.t Company Name: uUramq Name: VQ.VO_ License No.: email: /4 SE_ 6' ,41,4-jZ Phone No: S(6-9-?�.—x-(3/3 E]I request an email copy of Certificate of Compliance Address_.: �. Qaa� J e, V* /ll ( OD JOB SITE INFORMATION (Ali Information Required) Name: e C S o� Address: -771 U60 i c_._ ,V. Cross Street: Phone No.: 1310g-Permit#: 96 -7Y email: Ir Tax Map District: 1.000 'Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) $ I LCJa2 Pe1�0JCk+V;<1 Ibdm . C.`dSJt— - COGS e_ . ch Lp.un�c t ghe.,ck All That Apply: Is job ready for inspection?: ❑YES 014-6- E]Rough In -OFinal Do you need a Temp Certificate?: E]YES 01q0 Issued On Temp Information: (All information required) Service Size Dl'Ph F_�3 Ph Size: -D.06 A # Meters . I Old Meter# G42r331208 El-New Service Q Service Reconnect [] Underground D6verhead # Underground Laterals ❑1 2 QH Frame[—]Pole Work done on Service? QN Additional Information: 265 S re_wLktZqr -' PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx o �� FEB - 8 2021 - r)l PERMIT# Address :I Switches Outlets GFI's Surface / I \a` ,AA 1 UC Lts Fans Fridge HW Exhaust Oven Dryer Smikes .D..W. Service :carbon Micro • Gener-ator Combo Gobktop . . bran fermi j 'AC AH (" Special: SW : �. '�/l�/'1� Q . / I Q Comments: (/ (` 7-o l/S � 7S � lrbc� t �'�SeY s B8-30'42 ___75.06' 1 1 1 I I 1 1 1 ' I T— r-I Mi I � 1 WOOEXISTING O 1 DECK I 10.8' 15.8' 1 1 I I '� RRA 6 Dvlswlid ' 1 1 ' 9.6' 1 AR FV 16.9' I PROPOSED 1 SECOND FLOOR 1 ADDITION I I (35 SF) 1 1 1 I I A 1 1 1 1 I I 1 1 1 1 I I 1 1 1 1 I I 1 I 1 1 I I 1 1 1 I 1 1 1 1 I I 1 1 0? 1 1 � I w I I^ 1 1 O o1 M 00 Ico M 1 Iz I (n 1 1 1 1 I I 1 1 1 ' J v i ry c O ti` m a11D OQD LA z co 7 O m m Loa = o PLOT P]LjkT*%#; 111 = 30'-0t1o /713 N INFORMATION ON PLOT PLAN TAKEN FROM SURVEY PROVIDED BY: KENNETH M. WOYCHUK - LAND SURVEYOR. DISTRICT 1000- SECTION 86-BLOCK 6-LOT 9 O m D a NO. DESCRIPTION DATE HENDERSON e ca m o `o m RESIDENCE m m $ or°��s�1 Y z O st i N Z —� 775 WOOD LANE m X q Z C r � ° m X1'0 p> O n m m PECONIC, > ° Z g ��� o{ y N.Y. 11958 cn z Z Z ! J� OZ n D V > o r O O 7i V 48'-0" 14'-0" � -- 20'-0" 14'-0" LEGEND REPAIR STEPS REPAIR STEPS AS REQUIRED E REQUIRED SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. --- DOTTED LINE WALL DENOTE EXISTING WALLS TO BE REMOVED. vi�..d --- ADEQUATE TEMPORARY BRACING SHALL BE PROVIDED AT ALL TIMES ARCHITECTURE & SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS CONSULTING TO BE 2"X4" WOOD STUDS AT 16" O.C. WITH 1/2" GYPSUM BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL AS REQUIRED. EXTERIOR WALLS TO BE 2"X4" WOOD STUDS VINCENT LUCARELLI A.I.A. NEW POSTS AND AT 16" O.C. WITH R-15 BATT INSULATION OR MATCH EXISTING ADJACENT WALL AS REQUIRED. 9 KIRKLAND DRIVE DN RAILING �a GREENLAWN,N.Y. 11740 --- ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE PROVIDED 631-567-1307 --- WITH DOUBLE FLOOR JOISTS AS SOLID BEARING BENEATH, EXISTING DECK fa SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED AND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE 2020 INTERNATIONAL_ RESIDENTIAL CODE. DT \G' C) ® CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: Q 20' INSTALL A MINIMUM OF ONE CARBON MONOXIDE DETECTOR I WITHIN 15 FEET OF SLEEPING AREAS AS PER IFC915.2.3.1.2. `C \\-- NEW POSTS AND — — — -- — EXHAUST FAN RAILING REMOVE DAMAGED EPAIR STEPS 631-567-1307 \ DECK EOARDS AND INSTALL S REQUIRED NEW TIMBERTECH REMOVE BILCO DOORS. �O DECKBOARDS I FRAMING TO WITH EXIISTING. ) REPLACE 1165 BROADWAY AVE. 7'-0" 9'-3" - I 9'-3" AF7'-0" 7'-10 7'-6 7'-6" 7'-10" HOLBROOK, N.Y. 11741 D TTRIFARO@DTTDESIGNS.COM I A 10068 S.D. ANDERSON NLGD16068-4 I 10068 S.D. ® EXISTING TO REMAIN REVISION -------- — — m-- --------- F- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - W10x39 STEEL BEAM, FULL SPAN �n 3 11'2" STEEL 3 1/2" STEEL 13'-4" 134 N I I I LU N LALL COLUMN I I TO EAR ON LALLY COLUMN 4 TOIn LNG — — j — 445 445 ® ( Q UP FOUr DATION WALL CL. 13'-0" 133 ll '-8" GAS INSERT i NEW cO O Z i� FIREPLACE FLUSH 00 FROST-FREE O w/NON-COMBUSTIBLE SHOWER HAD H z � DINING `�- FLOOR SYSTEM I � Z__ n- - PEN TO o I I 1 _ KIDS OBELOW U w � '� ROOM LIVING I I '� z� � � BEDROOM � ROOM I �_ _ BEDROOM � 0\ N cn 134 \ J w =�O ® BEDROOM- LINE OF LANDING ABOVE f ® NEW 36"HIGH RAILING AS PER 8312.1.2 00—/ - - - - - - - - - - - - - - - 134 O fl- I 2� 134 I L`n°� D N LANDING 133 Z O � N DATE cL�OCO� ID D�o<b `,�6' ®® �cO�b 266, �� cJ ( \ 10/01/2020 2'-0" _10" 6& ATTIC c�1 ---------_ �A DR �' `� `�' SCALE ° ACCESS I �6 REF o II ° ° R807 � �� „I I I CLOSET II II CL. II W.I.C. OFFICE/ 6 -4 5 —7 -8 — — — 7'-1= ° _ �o� L _• AS NOTED REMOVE -4 ® L==== ° Ln EF - - - - - - W.I.C. - - �j— — - - - BEDROOM III DRAWN BY C EXISTING • c BATH VENT DRYER TO I. I II I° ° �EF I :. I CLOSET _ copilu EXTERIOR AS PER II r F'„ R • "x8" R.R. T.G. 00 - KITCHEN : ..: :' ;:.l,i • 12'-0" 6'-4 M15o2.2 II © 6 0. ©16" O.C. CHECKED BY I 13, I Exls�iNc FOYER O .I z I I I -6" 2,-7" 7,_7„ o I ~ CLOSET ��, PDR ° o I II O BATH �' I V.L. u M1507.4 100 CFM RM. BATH 4'-6" w N II I I PROJECT NAME EXHAUST FAN ^ 14'-0" 15'-9" VENT TO EXTERIOR i� 5'-0" 6 11 '-1 " i:. I 443El­ CW24 4'-0" - - - - - - - - 443 W-24- - - - A -� o „ O DW ''I o 7'-10 �� 6d' 8'-6" 8'-6" 15'-10" 7'-10" °°° - - - - - - - - - - - - - - - - - - 423 17 -0" 15'-10" 15'-8>,CW23 341 NEW ENTRY DOOR 341 102 102 AS PER OWNER 7 o�o 0 8'-6" 40° SECOND FLOOR PLi��N ,� - 1- 11 '� O1 F- 1/4 — 1 O (EXISTING = 1,072 SQ.FT.)(PROPOSED = 35 SQ.FT.) w Q p p > z � ww� o FIRST FLOOR PLAN 1/4" — 1'-O" W 0 e (EXISTING = 1,483 SQ.FT.) R302.11 FIREBLOCKING. IN COMBUSTIBLE R905.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART IFC 915.2.3.1.2 A CARBON MONOXIDE ALARM SHALL BE R807.1 ATTIC ACCESS. CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO BEEN A HISTORY OF ICE FORMING ALONG THE EAVES OF A BUILDING WALL ENCLOSING HOT TUBS, PROVIDED ON THE LOWEST STORY CONTAINING A AN OPENING OF AT LEAST 20 INCHES BY 30 INCHES SEAL CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED CAUSING A BACK-UP OF WATER AS DESIGNATED IN WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS OR SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF AREA. MORE THAN ONE CARBON MONOXIDE ALARM CLEAR HEIGHT OF OVER 30 INCHES. CLEAR HEADROOM EDj BARRIER BETWEEN STORIES, AND BETWEEN A TOP FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, THE GLAZING IS LESS THAN 60 INCHES MEASURED SHALL BE PROVIDED WHERE NECESSARY TO ASSURE OF AT LEAST 30 INCHES SHALL BE PROVIDED IN THE C��c'��R H/v r� STORY AND THE ROOF SPACE. MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. THAT NO SLEEPING AREA ON SUCH STORY IS MORE ATTIC SPACE AT OR ABOVE THE ACCESS OPENING. ��' �� G TYPE-SHINGLES, WOOD SHINGLES AND WOOD SHAKES. THAN 15 FEET AWAY FROM A CARBON MONOXIDE ALARM. { 7 THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN R502.2.2 BLOCKING AND SUBFLOORING. BLOCKING 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER, 8314.2.2 ALTERATIONS REPAIRS AND ADDITIONS. M1502.1 GENERAL. CLOTHES DRYERS SHALL BE ��Q f '� SHALL BE A MINIMUM OF UTILITY GRADE LUMBER. OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN EXHAUSTED IN ACCORDANCE WITH MANUFACTURER'S �� 0 8296 WHERE ALTERATIONS, REPAIRS AND ADDITIONS 8702.7 VAPOR RETARDERS. CLASS I OR II VAPOR SUBFLOORING SHALL BE A MINIMUM OF UTILITY SHEET SHALL BE USED IN PLACE OF NORMAL REQUIRING A PERMIT OCCUR, OR WHERE ONE OR MORE RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF INSTRUCTIONS. op rvEw'�o� GRADE LUMBER OR NO. 4 COMMON GRADE BOARDS. UNDER-LAYMENT AND EXTEND FROM THE LOWEST SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4. EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES, INSIDE THE EXTERIOR WALL LINE OF DWELLINGS THE INDIVIDUAL DWELLING UNIT SHALL BE M1502.2 INDEPENDENT EXHAUST SYSTEMS. SHEET TITLE R502.1.2 END-JOINTED LUMBER. APPROVED THE BUILDING. EQUIPPED WITH SMOKE ALARMS LOCATED AS DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF END-JOINTED LUMBER IDENTIFIED BY A GRADE MARK REQUIRED FOR NEW DWELLINGS. R806.1 VENTILATION REQUIRED. ALL CONFORMING TO R501.1 MAY BE USED ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES MOISOTURE TO THE OUTDOORS.THER SYSTEMS AND LL CONVEY THE FLOOR P LAN INTERCHANGEABLY WITH SOLID-SAWN MEMBERS OF R315.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE SAME SPECIES AND GRADE. THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE WHERE ALTERATIONS, REPAIRS AND ADDITIONS CROSS VENTILATION FOR EACH SEPARATE SPACE BY JOB NUMBER REQUIRING A PERMIT OCCUR, OR WHERE ONE OR VENTILATING OPENINGS PROTECTED AGAINST THE MORE SLEEPING ROOMS ARE ADDED OR CREATED IN ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS Il ' 2020-79 EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH CORROSION-RESISTANT SHALL BE EQUIPPED WITH CARBON MONOXIDE WIRE MESH WITH 1/8 INCH MINIMUM TO 1/4 INCH ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. MAXIMUM OPENINGS. SHEET NUMBER 2OF5 8" FLYING GABLE 8" FLYING GABLE - 12 ASPHALT ROOFING SCOPE OF WORK 10 OVER 30# FEL- ON BUILD SECOND STORY ADDITION (DORMER). (1)BATH. 1/2" CDX PLYWOOD 1 2 FIRST FLOOR: REMODEL EXIST. BATH&ADD(1) POWDER ROOM. ® 12 12 ARCHITECTURE -10 10 —12 & CONSULTING VINCENT LUCARELLI A.I.A. 9 KIRKLAND DRIVE GREENLAWN, N.Y. 11740 631-567-1307 - NEW SIDING N ❑ I'.. 0 — 12 Q Q-011 12 N< ���` 631-567-1307 1165 BROADWAY AVE. ILT-11 ED] HOLBROOK, N.Y. 11741 10"X10" TTRIFARO@DTTDESIGNS.COM SQUARE COLUMNI L= REVISION NEW FROST-FREE VINYL i e"xi e" SHOWER HEAD W II ¢ Q z O H CL FROT�TT ELEVATION 1/4vv = 1v-o'v RIGHT ELEVATION 1/4" = 1'-0" 0 LU ❑ 8" FLYING GABLE O Z 12— 12- 12 10 10 a 10 DATE 10/0112020 �I SCALE II AS NOTED DRAWN BY --�' T.G. AP � CHECKED BY - � 21 B.P.# ) �✓ ,,,.,��► DATE: 0 ��`-� t"'"^�ta'4FrQcr.!zV?L. C,�, :TIFICATIO BY: ENT AT EPARTM PROJECT NAME ON LEAD CON 1 E VT BEFOI�0FI 8028 81AMNTOD4 PM FOR THE -..R itt ICATE OF CCUPAI`V5 INSPECTIONS: "!ALDER USED IN WATER, FOUNDATION - TWO REQUIRED EXISTING U `�'4. SYST M CANNOT FOR POURED CONCRETE .�`F.ula;C=�I�t;�'NDIIrI� es - F 1% LEAa ROUGH - FRAMING & PLUMBINGq�, x EEU 2/10 3, INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE LIGHT AS PER REQUIREMENTS OF-THE CODES OF NEW CODE: E3903.3 NSIBLE FOR NEW O ANDERSON LGD16068 YORK STATE. NOT RESP r � in O DESIGN OR CONSTRUCTION ERRORS. `/ (:;-� COI' PLY WITH ALL CODES OF � w Q � rr-..q � 0 NEW YORK STATE & TOWN CODE Q Q � H h El I AS REQUIRED t"3D-CO"~`t31 �1S = � � O U � z SOUTHOLD T01 TJ W O SOUTHOL IN PLAN NTNG SOI MMW a V S &D TOMTRUSTEES w DEC RETA!'c! STO^niti�I IAIAT ER RUNOFF °^ PURSUANT TO CHAPTER 236 REAR ELEVATION 1/4" = 1�-0�� LEFT ELEVATION 1/4" � �- OF THE TOt'�'N CODE. SEAL All exterior fi. htin \��ERED,I�, PLUMBING Installed, � � �� � '0Hti,C AL1.PLUMBING WASTE , replaced or cr C) `.'F,T:_i� a - ►: r. 1 repaired shall conform -.x 'u* to Chapter 172 7 y.; s i 3 of the Town Code `� �� *� ���/ �� � g NOTES & SPECIFICATIONS - ,- �. ,. 2 '296 n�' IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION 0\ DOCUMENT BOUND TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, BUILDING PLAN REVIEW NOTE SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK. THE TOWN EXAMINER HAS- WINDOW SCHEDULE -- (ANDERSEN 400 SERIES) DOCUMENT BFORDING MINIM MNEVIEWED ACCEPTABLE PLAN THE REDUIREOMENTS SED SHEET TITLE WINDOWS 11 SPECIFICATIONS OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL NOTE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, NO. TYPE R.0. W x H UNIT DIM. (W X H UNOBSTR. GLASS W X HMEETS EGRESS U-FACTOR SHGC REMARKS CODE THE STATE OF NEW YORK. THIS REVIEW DOES GUARANTEE THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 ELEVATIONS COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS GUARANTEED 102 ANDERSEN 24210 2'-6 1/8" X 3'-0 7/8" 2'-5 5/8" X 3'-0 7/8" 23" X 13 15/16" NO 0.29 0.18 UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK RESIDENTIAL CODE OF NEW YORK STATE AND THE 2020 ENERGY CONSERVATION CODE 134 ANDERSEN 28310 2'-10 1/8" X 4'-0 7/8'. 2'-9 5/8" X 4'-0 7/8" 27" X 19 7/16" 1 NO 0.29 0.18 LICENSED DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE OF NEW YORK STATE. 341 ANDERSEN CN14 1'-9" X 4'-0 1/2" 1'-8 1/2" X 48" 16 1/8" X 43 3/16" - 0.29 0.18 HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE 423 ANDERSEN CW23 4'-9"X3'-0 1/2" 4'-8 1/2"X2'-11 15/16" 24"X31 1/8" - 0.29 0.18 LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT IS: 443 ANDERSEN CW24 4'- 9" X 4'-0 1/2" 4'-8 1/2" X 48" 24" X 43 3/16" YES 0.29 0.28 - ACCURATE, JOB NUMBER 445 ANDERSEN CXW24 6'-C 1/8" X 4'-0 1/2" 5'-11 5/8" X 48" 31 9/16" X 43 3/16" YES 0.31 0.28 - CONFORMS WITH GOVERNING CODES APPLICABLE THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH AT THE TIME OF SUBMISSION, THE INFORMATION AVAILABLE TO US. DUE TO THE NATURE OFA - CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH RENOVATION/ADDITION TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE 2020-79 VIEW TO THE SAFEGUARDING of NOTIFIED FOR ANY REVISIONS, STRUCTURAL MODIFICATIONS OR SUPPORT r LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE, - IS THE RESPONSIBILITY OF THE LICENSEE. REQUIREMENTS RESULTING FROM UNFORSEEN CONDITIONS SUCH AS EXISTING COLUMNS, DUCTS, PIPING, ECT. ENCLOSED IN EXISTING WALLS, CEILINGS, SHEET NUMBER ETC... G.C. TO CONTACT R.A. UPON ANY UNFORSEEN CONDITIONS ARISING. 1 OF 5 48'-0" 14'-0" 20'-0" 14'-0" LEGEND SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. --- DOTTED LINE WALL DENOTE EXISTING WALLS TO BE REMOVED. --- ADEQUATE TEMPORARY BRACING SHALL BE PROVIDED AT ALL TIMES ARCHITECTURE SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS CONSULTING TO BE 2"X4" WOOD STUDS AT 16" O.C. WITH 1/2" GYPSUM BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL AS REQUIRED. EXTERIOR WALLS TO BE 2"X4" WOOD STUDS VINCENT LUCARELLI A.I.A. AT 16" O.C. WITH R-15 BATT INSULATION OR MATCH EXISTING ADJACENT WALL AS REQUIRED. 9 KIRKLAND DRIVE DN Ha GREENLAWN,N.Y. 11740 -- ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE PROVIDED 631-567-1307 —'— WITH DOUBLE FLOOR JOISTS AS SOLID BEARING BENEATH. EXISTING DECK SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED AND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE DT �G 2020 INTERNATIONAL RESIDENTIAL CODE. ` ® CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: Q 20' o INSTALL A MINIMUM OF ONE CARBON MONOXIDE DETECTOR ! Rz I WITHIN 15 FEET OF SLEEPING AREAS AS PER IFC 915.2.3.1.2. EXHAUST FAN EF �O631-567-1307 �A 1165 BROADWAY AVE. 7'-0" 9'-3" 16'-0" 9'-3" 7'-0" 7 -10 ' 7'-6" 7'-6" 7'-10" HOLBROOK, N.Y. 11741 TTRIFARO@DTTDESIGNS.COM A _ REVISION 10068 S.D. ANDERSON NLGD16068-4 10068 S.D. EXISTING TO REMAIN -------- _ S B88°30'42, 750 /L I 1 ARCHITECTURE I & I CONSULTING I ' I VINCENT LUCARELLI A.I.A. A r' I 9 KIRKLAND DRIVE GREENLAWN,N.Y. 11740 2 4"VENT 631-567-1307 22'-5" ZJ STOR. ��� ROOF I I PER R408.4 I f7EXISTING ' U P M _ U I— I WOOD I DECK 00 I N ; 3. ' 10.8' 15.8' I G. �° I I I I I Ii JT o�� 10 I x cn 11.5" 12 11.5" 1.5" 1.5" 12" 1.5" 11.5" I EXIST,2 STORY 00, PRAMI DWELLING w - BOILER o , , EXISTING FLOOR JOISTS 2 –2"x12 ' GIRDER 2 –2"x12" GIRDER ! cv 1 1 I I 1 I WASHER I �� " = 9.6' 16.9' �O�` 631-567-1307 X16 O.C. I — = I = � o 0 I I — I SHOWER SHOWER PROPOSED L -1 —1 HWH � : SECOND FLOOR 1165 BROADWAY AVE. _ 2" 1.5" 1.5" 2" 3" 1.5" 2" 2" , ADDON N FLOpR z a" (35 SF) ( HOLBROOK, N.Y. 11741 C.O. o ELECTRICAL ACCESS AS c~n 4" a" I PANEL PER R403.4 x I I I P%4HP�`��OOT WISTE TTRIFARO@DTTDESIGNS.COM ~ @ W I REVISION ACCESS AS OIL x A/C I PER R408.4 � TANK11,5" 'S 1,.5 2 1,.5 1,.5 EXISTING � � EXISTING I I I I ' - I CRAWLSPACE _ _ (EXISTING TO REMAIN) i VAPOR SLAB L _ L SHOWER FIRST FLOOR ' Q 2" 2" 3" 1.5" 1.5" I EXISTING FAI C.O. I WINE CRAWLSPACE 4" CELLAR VAPOR SLAB - I HOUSE TRAP PLUMBING I I z ATO APPROVED DIAGRAM N.T.S. I I p o SANITARY SYSTEM I I a I 3 15'-0" o o I I fA o I I 0 I I o z I f= cn w PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH ; ' p CRAWL I' SPACE SECTION P2605 OF THE INTERNATIONAL RESIDENTIAL ,�,I I r' CODE. I 0' DATE LEA 00 PLUMBING SHALL A BE IN COMPLIANCE WITH CHAPTERS 10/01/2020 UNEXCAVATED 27 AND 29 OF THE INTERNATIONAL RESIDENTIAL CODE. I u� SCALE z AS NOTED 1 I I DRAWN BY �'U1UNDATION PLS 1/4" = 1'-0" T.G. I CHECKED BY V.L. 81°1� QQ� �� PROJECT NAME s �1 RIDGE AS PER PLANS PLOT PL RAFTERS AS PER PLANS 1" = 30'-0" N ASPHALT ROOFING OVER 30# FELT ON INFORMATION ON PLOT PLAN TAKEN FROM SURVEY 1/2" CDX PLYWOOD PROVIDED BY: KENNETH M. WOYCHUK — LAND SURVEYOR. Cu � � � ^ R-38 FIBERGLASS V Z INSULATION ~J H 1 2 / " G.W.B. WALLS & n VINYL SIDING, 1" RIGID /CEILINGS FOAM BOARD INSULATION I Z (R-3.85) OVER TYVEC ► a Q HOUSE WRAP ON 1/2" BATH CDX PLYWOOD ON 2"x4" I BEDROOM STUDS @16" OC 00 R405.2.2 VAPOR RETARDER. E3901.2.1 SPACING. RECEPTACLES SHALL BE INSTALLED (R-15) BATT 3/4" T&G A 6-MIL-THICK (0.15 MM) POLYETHYLENE VAPOR SO THAT NO POINT MEASURED HORIZONTALLY ALONG INSULATION SUBFLOOR RETARDER SHALL BE APPLIED OVER THE POROUS THE FLOOR LINE OF ANY WALL SPACE IS MORE THAN 6 LAYER WITH THE BASEMENT FLOOR CONSTRUCTED FEET FROM A RECEPTACLE OUTLET. [210.52(A)(1)] OVER THE POLYETHYLENE. 1/2" G.W.B. WALLS & PROVIDE GROUND-FAULT AND ARC-FAULT CEILINGS R408.1 VENTILATION. THE UNDER-FLOOR SPACE CIRCUIT-INTERRUPTER PROTECTIONS IN ACCORDANCE SEAL BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE WITH SECTION E3902 OF THE INTERNATIONAL 0 o EARTH UNDER ANY BUILDING (EXCEPT SPACE RESIDENTIAL CODE. ����`E[7'°R BATH 00 BEDROOM OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION ��� °H^'< OPENINGS THROUGH FOUNDATION WALLS OR 0 EXTERIOR WALLS. THE MINIMUM NET AREA OF E3903.3 ADDITIONAL LOCATIONS. AT LEAST ONE VENTILATION OPENINGS SHALL BE AT LEAST 1 SQUARE ALL-SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE a F x FOOT FOR EACH 150 SQUARE FEET OF UNDER–FLOOR282, ¢. a� �,� �� Y INSTALLED TO PROVIDE ILLUMINATION ON THE 'j, 2829CD G. SPACE AREA. ONE SUCH VENTILATING OPENING SHALL EXTERIOR SIDE OF EACH OUTDOOR EGRESS DOOR O CRAWL SPACE BE WITHIN 3 FEET OF EACH CORNER OF SAID BUILDING. HAVING GRADE LEVEL ACCESS, INCLUDING OUTDOOR NES 7" MINIMUM EMBEDMENT EGRESS DOORS FOR ATTACHED GARAGES AND 8" POURED CONCRETE DETACHED GARAGES WITH ELECTRICAL POWER. SHEET TITLE FOUNDATION WALL 8"06"16" POURED FOUNDATION CONCRETE FOOTING PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH & SECTION SECTION P2605 OF THE INTERNATIONAL RESIDENTIAL BUILDING SECTION A-A 1/4" = 1'-0" CODE. JOB NUMBER PLUMBING SHALL BE IN COMPLIANCE WITH CHAPTER 29 2020-79 OF THE INTERNATIONAL RESIDENTIAL CODE. SHEET NUMBER 30F5 WALL TO FOUNDATION FLOOR TO FLOOR CONNECTIONS CONNECTION TYPICAL FRAMING DETAILS TYPICAL WALL FRAMING DETAILS ARCHITECTURE CONSULTING TWO 2" X 4" TOP PLATES DOUBLE TOP PLATE VINCENT LUCARELLI A.I.A. 2"X4" WOOD STUDS OR POST *seven bolt 9 MR GLAND DRIVE ac °taebGREENLAWN, N.Y. 11740 ° Throaded Studs bads.This TWO 2" X __" HEADERS distance N 631-567-1307 ° Rod 0 0 designed into ° holdown. ° Floor Joist Distance may be 0 0 increased without CONTINUOUS RIDGE VENT- LOW PROFILE affecting INSTALL AS PER MANUF. SPECIFICATIONS FOR BOTH SLAB & ° ° ceded 2"x4" SCABBED TO BOTTOM RAFTER STRAPS- SIMPSON LSTA-24 AT EVERY RAFTER- NAILED WITH 10D BOX NAILS FOUNDATION WALLS o o anchor nut is EACH SIDE IN ACCORDANCE WITH TABLE 3.6 WFCM USE SIMPSON STHDI4RJ 0 o rat over-torqued. RO G' @ CORNERS OR NAILED the stud.Id UGN Op FILTER UT �� WHERE INDICATED ON ° ° PORTION O p FN�N WOOD HEADER WOOD BEAM RIDGE/ STRUCTURAL RIDGE (REFER TO PLANS) Q �0 PLAN. 0 o Simpson Strong-Tie NOTE: O f G' / HDU4 Between floors This detail eliminates cripple le 6-04 ��� REFER TO FLOOR PLAN ROOF RAFTERS(REFER TO PLANS) o ° PP NOTE: /�lQ 'A' Q` Simpson Strong-Tie studs above opening. 0 O ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER 0 o HD8 At foundation BOTTOM OF ALL DOOR R rY & WINDOW HEADERS TO LINE UP. CRFA 15�FELT PAPER OVER 1/2°CDX PLYWOOD SHEATHING 0 o CORNER HOEDOWN �R (2)-2"X4" JACK STUDS NAILED IN ACCORDANCE WITH SPECIFICATIONS ON SHEET T.2 631-567-1307 ° ° 2"x4" SILL PLATE � SCALE : N.T.S. Z"X4" BEARING WALL — HEADER DETAIL (1)-2"x4" KING STUD � /2 J �/2 q ,gyp (TYPICAL TO BOTH SIDES) �o R °0 0o FLOOR-TO-FLOOR TIE DOWN FORFXO�y 1165 BROADWAY AVE. CONTINUOUS LOAD PATH DIAGONAL BRACING ATTIC SPACE 2"X4" TOP PLATES OVERLAP AT CORNER ASSEMBLY CUT BACK PLYWOOD SHEATHING 1/2" MIN. TO ALLOW FOR AIR FLOW LBROOK, N.Y. 11741 CORNER LOCKING WALLS TOGETHER TTRIFARO@DTTDESIGNS.COM N NOTE: ROOF VENT SHALL BE "RIDGE FILTER SHINGLE VENT" AS CLEAR SPA MANUFACTURED BY 'AIR VENT INC.' (A CERTAINTEED CO.) - OR APPROVED EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURES MAXIMI UM SPECIFICATIONS. COLOR TO MATCH NEW ROOF SHINGLES. REVISION 1 RIDGE VENT DETAIL o ;; SIMPSON Uj TYP. 12" MIN. 30" MIN. r'-'��'ONE 5 STRONG-TIE CS16 CUT Q REBAR ~� REBAR INSTALL ® LENGTH LENGTH REBAR EACH STUD 2"X4" WALL STUDS IN ' NAILING ° a CONE %1 112" MIN. 12" MIN. TABAS LE 3.413 TOP PLATE FRAMING DETAIL INSIDE CORNER CS-20(SIMPSON) REBAR -° �`�l i CORNER LENGTH FROMRIDGE STRAPS Z O NOTE: CLEAR SPAN TYPICAL a_ CONTRACTOR TO VERIFY VARIES ��G�J EXISTING FIRST FLOOR IS HIP AND VALLEY RAFTER STRAPPING TO BE �`��1�� SIMPc�>ON STRONG-TIE STHDI4RJ ANCHORED TO FOUNDATION AS PER THE 2007 IN ACCORDANCE WITH THE WFCM 2015. CONNECTIONS S fn 5� F,P W A UPLIFT CONNECTION SCALE : N.T.S. RESIDENTIAL CODE OF PROVIDE SIMPSON "HW" HANGERS OR EQUAL. ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER @ ❑ NEW YORK STATE. 15#FELT PAPER OVER 1/2"CDX PLYWOOD SHEATHING CONTRACTOR IS NAILED IN ACCORDANCE WITH SPECIFICATIONS ON SHEET T.2 RESPONSIBLE FOR _PROVIDE ICE SHIELD TO 24" INSIDE ADDING EXTRA °, 2"X6" HANGER LU26 EXTERIOR IN ACCORDANCE WITH ° SECTION 905.2.7.1 (NYS CODE) I (2)2"X6" HANGER LUS26-2 24 MIN. STRAPPING AS , TYP. 12' 2"X8' HANGER LU28 —2"X-- R.R. ® 16" O.C. R.905.2.7.1 REQUIRED. MIN. PROVIDE MIN. 1" (2)2"x8" HANGER LUS28-2 END DISTANCE 2"X10' HANGER LU210 REFER TO FLOOR PLANS FOR SIZE H7(SIMPSON) RAFTER Q (2)2"X10" HANGER LUS210-2 RAFTER VENTS AS REQUIRED TO WALL CONNECTION Z REFER TO TABLE • 2"x12" HANGER HUS210 1/2" EXT. GRADE PLYWOOD 3.48 FOR AMOUNT JOIST HANGER (2)2"X12" HANGER HUS210-2 ATTIC SPACE WITH 15# FELT PAPER (TYP.) NAILING R-30 BATT INSULATION IN BETWEEN C.J. AS PER TABLE 3.4B DATE OF SPECIFIED NAILS JOIST OR NOTE: FOR ALL OTHER JOIST 2"X4" WOOD STUDS OR POST IN EACH END RAFTER HANGERS REFER TO THE CONT. ALUM. GUTTERS W/ 1/8" PITCH SIMPSON CATALOG DIRECTLY. PER FOOT (MIN.) PITCH TO DOWN SPOUTS PROVIDE HEADER 10/01/2020 SIMPSON STR NG-TIE CS 16 APPROVED EQ. MAY BE SUBSTITUTED CONTRACTOR TO LOCATE ®II E 2 2"X4" TOP PLATE SIMPSON HURRICANE/SEISMIC STRAPS ATTACHMENT ( ) SEE STRAP SCHEDULE SEE DETAIL SCALE SCALE : N.T.S. ALL JOIST GR RAFTERS INTERSECTING ALL HORIZONTAL USE 'F' CHANNEL ®WALL 1X — PRE—PRIMED FASCIA ®I TYPICAL HDU8 HOEDOWN INSTALLATION W/ ABEAM OR GIRDER SHALL USE AN FOR SOFFIT VENT (TYP.) AS PER BOARD—WRAP W/ ALUM. SHEATHING SEAMS ® WITH SSTB ANCHOR BOLT. WASHERS APPROVED SIMPSON JOIST HANGER TYP. PLANS TYP. THROUGHOUT AT EXTERIOR WALLS AS NOTED ARE NOT REQUIRED AT THE BASE. SIMPSON STRONG-TIE LSSU28 R-15 "OWWENS CORNING" CONT. VINYL SOFFIT FOR BOTH SLAB & ® RAFTER TO HIP/ VALLEY FACE MOUl*'T JOIST HANGER INSULATION OR EQUAL VENT TYP.—WRAP ALUM. TO BE BLOCKED FOUNDATION WALLS ® OVER VINYL SOFFIT TYP. DRAWN BY SCALE N.T.S. T.G. USE SIMPSON HDU8 0 I SCALE : N.T.S. INTERIOR EXTERIOR SEAMSDONOT SHEATHING FALL ON @ CORNERS OR ® -RAFTER TO WALL 2"X4" WOOD STUDS ® 16" O.C. SIDING AS PER OWNER FLOOR CONNECTIONS WHERE INDICATED ON I 1" RIGID INSULATION BOARD (R-3.85) _4 CHECKED BY CONNECTION NAILING IDVEQUIREMENTS 1/2" GYPSUM WALLBOARD "TYVEK" HOUSE WRAP OR EQUAL USE PLAN. 2"x4" SILL PLATE 1/2" EXT. GRADE PLYWOOD @ ALL OIF FLUSH GGIRDER V.L. / FLR JOIST CON. ' NOTCHED ROOF F RAFTERS-TRUSSES ^ SOFFIT DETAIL STUD TO SILL PLATE PROJECT NAME THREADED ROD THROUGH �__ TABLE 3.413 SHEAR WALLS RESISTING UPLIFT AND SHEAR u SSP FASTENER FLOOR STRUCTURE & (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) ANCHOR BOLT INTO FOUNDATION (2) 2"X4" TOP PLATES 700-YR. WIND SPEED 3-SECOND GUST (MPH) 110 120 130 140 COUPLER NUT TOP & BOTTOM ,•�- WOOD STRUCTURAL PANEL OF PANEL NAILING SHEAR WALL REQUIREMENTS REQUIREMENTS NAIL MAXIMUM ROOF SPAN (FT.) NOTE: SHEATHING SHEAR WALL ROWS OF SPACING MIN. NAILING THICKNESS NAILING NAILS 5/8" SIMPSON REFERENCE TABLE 3.4B (IN.) - - - - BP ANCHOR BOLT 7/16" OSB OR 8D COMMON NAILS 14 3 36 24 12 - 15/32" PLYWOOD © 4" PANEL EDGE BP (SIMPSON) ANCHOR Z 7" MIN. EMBEDMENT INss WITH SPECIES OF SPACING & 12" � BOLTS: 58 � @ 23O.C. 6 36 24 12 - fs` � " " POURED CONCRETE 15" SIMPSON H7Z SEISMIC PILES HAVING FIELD SPACING 2 4 36 36 3 AND HURRICANE TIE OR 3 36 36 36 36 HOLD 6"-12"6 36 / O \ kn O MIN. EMBEDMENT IN C.M.U. G>0.49 SIDING AS PER OWNER OFF EACH v v � ll ° PROVIDE 3"x3" WASHERS EQUAL. SEE STRAP SCHEDULE 6 - - - - 1" RIGID INSULATION BOARD (R-3.85) END OF EACH SILL PLATE. a' 7/16" OSB OR ' "TYVEK" HOUSE WRAP OR EQUAL ° FOR NAILING REQUIREMENTS 1532" PLYWOOD 8D COMMON NAILS 1 4 36 24 12 - 1 2" EXT. GRADE PLYWOOD / 3 36 36 36 28 / 6" PANEL EDGE 2"X4" WOOD STUDS ®16" O.C. ' WITH SPECIES OF NAILING p d SPACING & 12" 6 36 36 36 28 SEISMIC / HURRICANE TIE PILES HAVING ' a FIELD SPACING 2 4 36 36 36 36 SECOND 3/a" T&G PLYWOOD SUBFLOOR AS PER TABLE 3.4B ^ O � 1 � FRAFTER TO WALL G>0.49 3 36 36 36 36 FLOOR 2"X4" BASE PLATE �H �,.� FOR ROOF RAFTER TIE DOWN TO ANCHOR 6 - - - - WALL STRAPS- SIMPSON CS-20, 1 1/4" STRAP /, . Z ROOF RAFTER TO WALL STUD -MIN. NAILING AT EVERY STUD- NAILED WITH 10D BOX ►—+ B SIr�IPSON STRONG-TIE HDU8 ACCORDING TO TABLE 3.413 WFCM 15/32" OSB OR 10D COMMON NAILS 1� 4 36 28 20 12 NAILS IN ACCORDANCE WITH TABLE 3.4 B WFCM BP (SIMPSON) ANCHOR �T� [I] O PLYWOOD WITH 6" PANEL EDGE 3 36 36 36 36 jj� (SEE STRAP SCHEDULE) BOLTS Ww� a 0 SPECIES OF PILES SPACING & 12" 6 36 36 36 36 FLOOR/ CEILING JOISTS AS PER FLOOR PLANS •5/8" 0 23" O.C. SCALE : N.T.S. HAVING G>0.49 FIELD SPACING 2' 4 36 36 36 36 BLOCKING (TYPICAL) (2) 2"X4" CONTINUOUS TOP PLATES 7" MIN. EMBEDMENT1 11 IN 3 36 36 36 36 POURED CONCRETE 15 n EXTERIOR MIN. EMBEDMENT IN C.M.U. SIDINGPER O i. FIRST 1" RIGID INSULATION BOARD (R-2.85) PROVIDE 3"x3' WASHERS ROOF FRAMING DOUBLE TOP PLATE FLOOR "TYVEK" HOUSE WRAP OR EQUAL 1/2" EXT. GRADE PLYWOOD #5 REBAR 6" FROM TOP #5 REBAR @ 48" O.C. R-15 "OWENS CORNING" OF POURED CONCRETE VERTICALLY FOR 8' 2"X4" WOOD STUDS OR POST o INSULATION OR EQUAL FOUNDATION WALL RUN HEIGHT FOUNDATION WALL o HORIZONTALLY AND INSTALL INTERMEDIATE FLR. DETAIL ANCHOR BOLTS HOOKED SEAL —CR LE ST DS— 3 #5 REBAR @ 40" O.C. ° o BELOW VERTICALLY FOR 9' m o -I SIMPSON H7 HEIGHT FOUNDATION WALL o ° TIE REQLRED FOR BOTH SLAB & o ° ° @EACH STUD TYPICAL WALL DETAIL .�EF:ED,q FOUNDATION WALLS ° ° STRONG-TIE OCS16 �' �vHN USE SIMPSON HDU8 0 m m o INSTALL @ _I HEADER SCALE : N.T.S. �!V �� /��� @ CORNERS OR EACH STUDSEE PLAd FOR ( WHERE INDICATED ON m ° EXACT SITE) PLAN. o FRAMED OPENING FOR II ( TYPICAL FRAMING DETAILS NEW WINDOW OR FULL LEIv�TH EXTERIOR DOOR) WALL STUDS o2g2g6 PRESSURE-TREATED F BARRIER MAY BE NOTE: 6'-0" OR GREATER ; oFNE�� REQUIRED • USE PLYWOOD PANEL UPLF_T CONNECTION IS REQUIRED ' 2"x4" SILL PLATE / STAINED ED OR PAINTED TYP. _ _ _ _ _ _ _ _ _ _ AT EACH END OF HEADER AND OUTER THIRD of AT BOTTOM OF HEADER STUDS IN SPAN ONLY HOLE EDGE SHEET TITLE I II� N TABLE RR301.2.1.2 Tn T T ADDTION TO CONNECTORS AT DISTANCE >5/8" �qNNEC�19R WINDBOURNE DEBRIS PROTECTION FASTENING SCHEDULE UPLIFFT WALL STUDS AND AT TOP ANDFOR WOOD STRUCTURAL PANELS i ( I BOT'OM OF CRIPPLES DEOPTH<1/4d <2TCH O/5d a. ° EQUIRE SINGLE STUD FASTENER SPACING I I I I I DETAILS a . FASTENER ( ( i i i i i i OUTER 1/3 OF a THREADED ROD THROUGH TYPE PANEL 4 FT < 6 FT < SPAN ONLY STUD HOLED <2/5d SPAN PANEL SPAN PANEL SPAN 1/4 JOIST DOUBLE STUD a ° FLOOR STRUCTURE OR < 4 FT <_ 6 < 8 FT DEPTH, MAX Q a " ANCHOR BOLT INTO FOUNDATION JOB NUMBER PLATE WD SCREWS 16 12 91, DEPTH MAX 3 JOIST2 MIN �y HOLE EDGE SIMPSON STRONG-TIE HD DISTANCE >5/8" 2020 7 EXT. WALL TO FOUNDATION 2 1/2" #8 16" 1 s" 12" � ' . :° '' °° •.. a ° _ WD SCREWS ° ° � d e'. 1/3 JOIST C a ' c . 4 DEPTH, MAX 1/6 JOIST SCALE : N.T.S. d. , -1-14 m n °:a • . . a •' °. DEPTH, MAX REMOVABLE PLYWOOD STUD NOTCHING AND DEBRIS PROTECTION SHUTTER TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS SOLID SAWN JOIST, RAFTER NOTCHING BORING LIMITS SHEET NUMBER AND BORING LIMITS SCALE N.T.S. sc.•.i�: x.r.s. SCALE : N.T.S. SCALE N.T.S. 40F5 GENERAL NOTES GLASS WINDOWS AND DOORS NOTES & SPECIFICATIONSIT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. 1. ALL GLASS TO BE DOUBLE-INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, ARCHITECTURE 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE PROVIDED. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK. & STRUCTURE / SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. CONSULTING 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH THE INFORMATION AVAILABLE TO US. DUE TO THE NATURE 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. GLASS, UNLESS OTHERWISE NOTED. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER / BUILDER. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. OF A RENOVATION/ADDITION TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE NOTIFIED FOR ANY REVISIONS, STRUCTURAL VINCENT LUCARELLI A.I.A. MODIFICATIONS OR SUPPORT REQUIREMENTS RESULTING FROM UNFORSEEN CONDITIONS SUCH AS EXISTING COLUMNS, DUCTS, PIPING, 9 KIRKLAND DRIVE 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND / OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT / ENGINEER BEFORE 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CODE. ECT. ENCLOSED IN EXISTING WALLS, CEILINGS, ETC... G.C. TO CONTACT R.A. UPON ANY UNFORSEEN CONDITIONS ARISING. GREENLAWN N.Y. 11740 PROCEEDING WITH THE WORK. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. 631-567-1307 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING. 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. TABLE 301.2 1 CLIMATIC and GEOGRAPHIC DESIGN CRITERIA 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SUBJECT TO DAMAGE FROM SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ROUGH OPENING, U-FACTOR, LIGHT AREA, VERT TOPO- WINTER ICE SHIELD 10. OWNER BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL. AREA, AND EGRESS REQUIREMENTS. GROUND SNOW WINDSPEED PENIA WIND-BORNE SEISMIC /^- LOAD (K) (MPH) (D) GRAPHIC y REGION DEBRIS DESIGN FROST DESIGN UNDER- FLOOD AIR FREEZING MEAN 1 r1 EFFECTS TEMP (F) LAYMENT REGION ZONE (M) CATEGORY (G) WEATHERING LINE DEPTH TERMITE HAZARDS INDEX I ANNUAL DT F. 11. THESE SETS OF DRAWINGS ARE THE PROPERTY OF DTT DESIGNS, INC. & VINCENT LUCARELLI, A.I.A. ARCHITECT AND SHALL NOT BE ALTERED OR BE (K) (A) (B) (C) (36" FR M REQUIRED (H) () TEMP (J) Q 011 REPRODUCED REPRODUCED WITHOUT WRITTEN PERMISSION OF VINCENT LUCARELLI, A.I.A. GYPSUM WALL BOARD 20 140 NO I NO 1 MILE FROM B SEVERE MODERATE o 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. COAST AND FI 36" TO HEAVY 11 YES NO 599 599 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. FOR SI: 1 LB/SQ.FT. =0.0479 KN/M.2 631-567-1307 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL1 MILE PER HR= 1.609 KM/HR. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS ANC 1165 BROADWAY AVE. RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK BROOM CLEAN. WHERE DEEMED APPLICABLE. A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO WEATHERING INDEX(I.E.,"NEGLIGIBLE',"MODERATE",OR"SEVERE")FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP[FIGURE R301.2(3)].THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM HOLBR K AND ORDINANCES. EXTEND THREE FEET IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED ASTM C 34,C 55,C 62,C 73,C 90,C 129,C145,C 216,OR C 652. OO , N.Y. 11741 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. B. THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. TTRIFARO@DTTDESIGNS.COM C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"VERY HEAVY","MODERATE TO HEAVY","SLIGHT TO MODERATE",OR"NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(6)DEPENDING ON WHETHER THERE COMPLETION OF PROJECT. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. HAS BEEN A HISTORY OF LOCAL DAMAGE. 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ALLOW 24 HOURS TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. D. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"MODERATE TO SEVERE","SLIGHT TO MODERATE",OR"NONE TO SLIGHT'IN ACCORDANCE WITH FIGURE R301.2(7)DEPENDING ON WHETHER THERE HAS BEEN A REVISION AGAINST ALL CLAIMS, DAMAGES, LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. HISTORY OF LOCAL DAMAGE. OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR E. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE F301.2(4)]. WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE RESULTING 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ACCORDANCE WITH SECTION R301.2.1.4 THEREFROM). (B) IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE I I F. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE"WINTER DESIGN DRY-BULB TEMPERATURE"DETEMINED FROM TABLE N1101.2. w DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1 OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. H. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR Q 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, ASPHALT ROOFING SHINGLES - R905 MANAGEMENT OF FLOOD HAZARD AREAS).(B)THE DATE(S)OF THE CURRENTLY EFFECTIVE FIRM AND FBFM,OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AMENDED. PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, I. IN ACCORDANCE WITH SECTION R905.2.7.1,R905.4.3,R905.5.3,R905.6.3,R905.7.3 AND R905.8.3,FOR AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS 25°F(-4"C)OR LESS,OR WHERE THERE HAS BEEN A HISTORY OF SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES".OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"NO". WRITTEN AUTHORIZATION OF THE ARCHITECT/ENGINEER. 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING SHINGLES OR APPROVED EQUAL. J. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM TABLE R403.3(i). K. THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE GIVEN IN FIGURE R301.2(5)FOR SITES AT ELEVATIONS UPTO 1000 FEET.SITES AT ELEVATIONS ABOVE 1000 FEET SHALL HAVE 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE NOTED. ALSO APPLY GAF-WEATHER-WATCH ICE AND WATER BARRIER 2 THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. PERTAINING ARE TO BE FIELD VERIFIED. FEET FROM EAVES, VALLEYS, AND FLASHING. 20. CONTRACTOR TO REMOVE & RELOCATE AS REDUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. 0 21. ALL MATERIALS ARE TO BE INSTALLED AS PEF MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. SECTION R-310 EMERGENCY ESCAPE / RESCUE OPENINGS 22. PROVIDE FIRE BLOCKING AS PER 2015 INTERNATIONAL RESIDENTIAL CODE, SECTIONS; R302.11 THROUGH R302.14. 5. NAILING OF ROOFING SHALL BE TO THE 2015 INTERNATIONAL RESIDENTIAL CODE. R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR (� OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SCHEDULE ABBREVIATIONS (n FOUNDATION, CONCRETE, AND MASONRY SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE ABBREVIATION DESCRIPTION W SITE WORK OPENING FROM INSIDE. THE NET CLEAR 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE ET CLEAR W DTH SHALLBENOTESS THAN 20". OPENING SHALL BE NOT LESS THAN 24" AND THE ALUM. ALUMINUM THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR, OR BY QUALIFIED SUB-CONTRACTOR. FF FACTORY FINISH MAX. SILL HT. 44" A.F.F. WINDOW AND DOOR NOTE: H.M. HOLLOW METAL 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. SEE SHEER-WALL DETAILS ON DETAIL NAT NATURAL - REF SPECS 3. SOIL TO HAVE MINIMUM BEARING CAPACITY OF (1) TON/SQ. FT. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING NET CLEAR OPENING OF 5 SQUARE FEET. SHEET, FOR ALL WALLS NEXT TO WINDOWS LAM LAMINATED GLASS SITE. STOCKPILE ALL EXCAVATED MATERIALS. MINIMUM OPENING HEIGHT. THE MIN. NET AND DOORS, WHERE THE DISTANCE TEMP TEMPERED GLASS Z 4. FOOTINGS TO REST A MINIMUM OF 3'-0" BE-OW GRADE, UNLESS OTHERWISE NOTED. CLEAR OPENING HEIGHT SHALL BE 24" MIN. BETWEEN THE R.O. AND CORNER PT. PAINT 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS OF STRUCTURE IS LESS THAN 27". 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. MINIMUM OPENING WIDTH. THE MIN. NET GWB GYPSUM WALL BOARD 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL 1ST TIER OF FRAMING IS IN PLACE. CLEAR OPENING WIDTH SHALL BE 20 INCHES. DATE 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE 10/01/2020 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. ELECTRICAL - CHAPTER 34 OF THE 2020 INTERNATIONAL RESIDENTIAL CODE ROOM WITHOUT THE USE of KEYS OR TOOLS. R303.1 HABITABLE ROOMS. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH SCALE 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH R403.1.6 IN THE 2015 INTERNATIONAL RESIDENTIAL CODE. 1. AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET TO BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR SIDE OF Li;"H OUTDOOR AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 P.S.I. EGRESS DOOR HAVING GRADE LEVEL ACCESS. OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, AS NOTED LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS 11. CONC. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER OCCUPIED SPACE. 2. ELECTRICAL SWITCHES FOR STORAGE SPACES ARE TO BE PLACED OUTSIDE THESE SPACES AT THE POINT OF ENTRANCE AS PER E38C;,'4 SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY DRAWN BY 3. GFCI ARE TO BE PROVIDED AS PER E3802. CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MIN. OPENABLE AREA TO THE 12. FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. t OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. -- T.G. 13. BRICK VENEER TO BE ANCHORED WITH (1) WALL TIE PER (3) SQ. FT. 2,1 GENERAL LOADS 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 4'-0" O.C., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXISTING CONDITIONS CHECK LIST CHECKED BY The structure shall be anchored to the foundation system to resist the loads in Table 3 and to comply with the hold down requirements ( 140 MPH EXPOSURE B WIND ZONE 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. in Section 4.3.For pile and girder foundation systems or pier and beam foundation systems that support the floor joists on top of the 1Vj THE EXISTING MECHANICAL SYSTEM IS ADEQUATE V.L. TO HANDLE THE ADDITIONAL LOADS IMPOSED BY girder or beam,the Stem wall foundation loads in Table 3 shall be used.When the floor joists are hung on the sides of the girder or beam CHOOSE ONE THE NEW ADDITION(S) / ALTERATION(S) Table 13. Percentage of Full-Height Sheathing in Maximum Building Dimension L 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES OF 40 DEG. F AND FALLING, UNLESS APPROVED BY with proprietary joist hangers,the Slab-on-Grade loads in Table 3 shall be used.Ledgers are NOT permitted. � g g g g ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. [ ] THE EXISTING MECHANICAL SYSTEM WILL BE PROJECT NAME UPGRADED TO -------------------- Table 3. Stemwall Foundations' Exterior Woo Structural Panel 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. (EG. OIL FIRED HOT AIR UNIT FIRED HYDRONIC...) 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. Foundation Anchorage loads Building Aspect Ratio (L/W) Slab-on-Grade CHOOSE ONE � THE EXISTING ELECTRICAL SERVICE IS ADEQUATE Sheathing Sheathing FOR PROPOSED ADDITIONS) / ALTERATION(S) Type 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. Raised-floor 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 Foundations' T e (Exterior Wall Sheathing per 4.3) PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. Foundation Uplift i Lateral [ ] THE EXISTING ELECTRICAL SERVICE IS TO BE 8d 8d 8d Shear 1 UPGRADED TO _________________ Nall Type 20. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR supporting: (plf) (plf) (plf) Common Common Common MORE THAN 7 PERCENT AS PER TABLE R402.2 [Y] THE EXISTING SANITARY SYSTEM IS ADEQUATE Edge Nail Spacing 6" O.C. 4"O.C. 3" O.C. Roof,Ceiling TO HANDLE THE TOTAL # OF BEDROOMS PROPOSED g P g W 21. CONTRACTOR TO PROVIDE CONCRETE DELIVERY SLIP TO HOMEOWNER TO VERIFY 4,000 P.S.I. WAS RELIEVED. and One Floor 192 129 218 273 327 382 436 491 545 600 730 CHOOSE ONE (AS PER S.C.B.O.H. REGULATIONS) Roof,Ceiling [ ] THE EXISTING SANITARY SYSTEM WILL REQUIRE Feild Nail Spacing 12" O.C. 12" O.C. 12" O.C. 119 129 327 409 491 572 654 736 818 899 730 S.C.B.O.H. APPROVAL FOR THE INCREASE OF Hold Down rT� and Two Floors BEDROOMS Bottom Plate-to-Floor INSULATION For Non-loadbearing walls,uplift connections need not exceed 60 plf. (See Details) 436 plf 590 plf 730 plf O Z [ ] THE EXISTING RESIDENCE IS CONNECTED TO Shear Connection p �/'� _ a Shear connection requirements in the maximum building dimension(L)need not exceed the tabulated values for L/W-1.00. THE SEWER DISTRICT (PROOF REQUIRED) ( ) (3 /fl.) (3 /f1.) (4/ft.) �� V-) O 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL 'Shear connection requirements are based on a required sheathing nail spacing of 3"o.c.in Tables 12 and 13.For reduced wood structural [�] THE EXISTING 1ST STORY IS ADEQUATE TOSUP16d CQmmon Nails) � _ H FOIL TO BE PLACED TOWARD WARM SIDE. panel sheathing nailing requirements of 4"and 6"o.c.the shear loads can be reduced to the Bottom Plate-to-Frame Shear Connection 2NDPORT STORYHADDE ON(S)SINCLUODING SED UPLIFT provided in Tables 12 and 13 AND SHEAR (PROOF / CALCULATIONS MAY Hold Down Capacity 4,360 lb. 5,900 lb. 7,300 lb. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM FOOTING TO TOP OF FOUNDATION WALL. BE REQUESTED BY BUILDING DEPARTMENT) n I--I CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. 2"Z ANCHOR BOLTS Building Aspect Ratio Percent Full-Height Sheathing �""+ ~ r l TABLE R301.5 Shear Wall Line Beneath O v Z 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: (L/W) On Each Exterior Wall Line � w • -10" R-38 FOR FLAT CEILINGS Where 5/8"anchor bolts are used to resist uplift,lateral,and shear loads provided in table 3, MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS O -8 1/4" R-30C FOR CATHEDRAL CEILINGS the anchor bolts shall be installed per Table 4 using 3"x3"xl/4"plate washers. (IN POUNDS PER SQUARE FT) Roof and Ceiling 1,00 41% 32% 26% IwM�II �j a U -3.5" R-15 FOR 2"x4" WALL CONSTRUCTION Table 4. i USE LIVE LOAD -5.25" R-19 FOR 2"x6" WALL CONSTRUCTION Anchor Bolt Stemwall Foundations with 2x6 Sill Plates 1.25 35% 26% 22% -5.25" R-22 FOR FLOORS Spacings Buildin Aspect Ratio L/W UNINHABITABLE ATTICS WITHOUT STORAGE 10 g P ( ) Slab-on-Grade � Raised-floor 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 Foundations UNINHABITABLE ATTICS WITH LTD. STORAGE 20 1.50 30% 22% 18% CARPENTRY Foundation HABITABLE ATTICS & ATTICS SERVED 30 1.75 26% 20% 16% WITH FIXED STAIRSi i Bolt S B opacng(n.) 1. ALL LUMBER SHALL BE DOUGLAS FIR-LARCH #,2 OR BETTER. supporting: 5/8"AnchorEXTERIOR BALCONIES & DECKS 40 2.00 23% 17% 14% 2. ALL LUMBER IN CRAWL SPACES TO BE 18" AEOVE SCRATCH COAT. MAINTAIN 8" MIN. FOUNDATION EXPOSURE. Roof,Ceiling 42 42 42 42 42 37 34 31 24 2.25 21% 16% 13% and One Floor FIRE ESCAPES 40 W L 3. SILLS TO BE (2) 2"X6" A.C.Q. (ALKALINE COPPER QUATERNARY), SECURELY FLASHED WITH A TERMITE SHIELD, ALSO PROVIDE SILL Roof' g Ceilin 2.50 19% 14% 11% SEAL / INSULATION. SIZE OF SILL TO BE (2) 2"X6°, UNLESS (1) 2"x6" IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 54 45 37 32 28 25 22 20 24 GUARDRAILS AND HANDRAILS 200 y and Two Floors SEAL 4. AT FLUSH FRAMING USE 16 GAGE METAL JOIS-S HANGERS BY "TECO" OR EQUAL. 'The Anchor bolt spacing inthe maximum building dimension(L)need not beless than tabulated spacing for L/W=1.00. GUARDRAILS IN-FILL COMPONENTS 50 2.75 17% 13% 10% 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, ROOFS, AND WALLS. PASSENGER VEHICLE GARAGES 50 Roof,Ceiling and One Floor 1,00 67% 54% 45% 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. R3 10 ESCAPE/ RESCUE OPENINGS ROOMS OTHER THAN SLEEPING ROOMS 40 0 0 o ��RED�'``� 1.25 58/0 45/0 38/o �5 A� 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3 -1/2" BEARING. �� SLEEPING ROOMS 30 �� 10FI/V C'X 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. ' 34 Clear 1.50 50% 0 0 STAIRS 40 39/° 33/° ���` 20 Clear 1.75 45% 35% 29% y m • Minimum o enable y , ' y r- area ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE A.C.Q. (ALKALINE COPPER QUATERNARY). openable TABLE R301.7 u�! M area 5.7 s ft. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2.00 40% 31% 29% / 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ON PAGE PD-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON sq.ft. WALLS AND ROOF AND IS OF CDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING ALLOWABLEL 2.25 37% 28% 23% 02a..,� REQUIREMENTS WHEN APPLICABLE. • Minimum opening STRUCTURAL MEMBER W 2,,6 ¢ DEFLECTION y � 2.50 34% 26% 21% \OF e`(O 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF CDX GRADE. NAILING AS PER FASTENING SCHEDULE ON PAGE PD-1 AND GLUED. height 24f1 �. enable RAFTERS HAVING SLOPES GREATER THAN 3/12 180 2.75 31% 24% T-19/00/ �Ew L 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR APPROVED EQUAL. Area WITH NO FINISHED CEILING ATTACHED TO RAFTERS / • Minimum opening 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGES OF EXTERIOR SHEATHING. width 2011 .7 sq.ft. Openable tI B INTERIOR WALLS AND PARTITIONS H/180 SHEET TITLE 14. PROVIDE CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS EXCEED 8'-0" AND AT EVERY 8'-0". imum Area U _ FLOORS AND PLASTERED CEILINGS L/360 HOLD 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. • Maximum sill sq. N ALL OTHER STRUCTURAL MEMBERS L/240 ° ° o 0 DOWN 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. height of 4411 Minimum EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 ® o o ° ° NOTES 0 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED WITH NAILING SCHEDULE. EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISH ° 0 • Must be openable L/240 0 ° 0 (2)-16D COMMON 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. Minimum size Minimum size ° ° NAILS AT 6" O.C. SUB FLOOR SHALL NEVER EXCEED A 16" SPAN. without keys or tools window for windowfor EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISH L/120f\-- 0 0 0 o JOB NUMBER 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS PER SCHEDULE. 20"clear width 24"clear height ° DESIGN LOAD CALCULATIONS � 0 ° 2020'79 NOTE: ALL STRUCTURAL DRAWINGS ARE PREPARED IN ACCORDANCE WITH THE FLOORS 40 LIVE LOAD 10 DEAD ALL ROOMS EXCEPT SLEEPING ROOMS & ATTICS 2015 INTERNATIONAL RESIDENTIAL CODE WITH THE NEW YORK STATE 2016 FLOORS 30 LIVE LOAD 10 DEAD SLEEPING ROOMS & ATTICS UNIFORM CODE SUPPLEMENT & 2017 SUPPLEMENT TO THE NEW YORK STATE CEILINGS 20 LIVE LOAD 10 DEAD DRYWALL-NO FUTURE ROOMS, LIMITED ATTIC STORAGE ENERGY CONSERVATION CONSTRUCTION CODE & THE 2015 WFCM. RODF 40 LIVE LOAD 15 IkAEnlll&A ROOF COVERING, SNOW, DRYWALL, NO ATTIC Figure 19b. Corner Stud Hold Down Detail-4 Studs SHEET NUMBER 50F5 48'-0" 14 -o" 20'-0" 14'-0" LEGEND REPAIR STEPS REPAIR STEPS AS REQUIRED AS REQUIRED SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. --- DOTTED LINE WALL DENOTE EXISTING WALLS TO BE REMOVED. --- ADEQUATE TEMPORARY BRACING SHALL BE PROVIDED AT ALL TIMES ARCHITECTURE SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS CONSULTING TO BE 2"X4" WOOD STUDS AT 16" O.C. WITH 1/2" GYPSUM BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL AS REQUIRED. EXTERIOR WALLS TO BE 2"X4" WOOD STUDS VINCENT LUCARELLI A.T.A. NEW POSTS AND AT 16" O.C. WITH R-15 BATT INSULATION OR MATCH RAILING EXISTING ADJACENT WALL AS REQUIRED. 9 KIRKLAND DRIVE DN AG GUENLAWN,N.Y. 11740 --- ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE PROVIDED 631-567-1307 -'- WITH DOUBLE FLOOR JOISTS AS SOLID BEARING BENEATH. EXISTING DECK SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED AND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE 2020 INTERNATIONAL RESIDENTIAL CODE. IV `�j• ® CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: eN� p INSTALL A MINIMUM OF ONE CARBON MONOXIDE DETECTOR �I WITHIN 15 FEET OF SLEEPING AREAS AS PER IFC915.2.3.1.2.NEW POSTS AND EXHAUST FAN �` RAILING REMOVE DAMAGED REPAIR STEPS 631-567-1307 DECKBOARDS AND INSTALL AS REQUIRED EF NEW TIMBER7ECH I REPLACE WITH DOORS. 1 DECKBOARDS 1 FRAMING TO MATCH I 1165 BROADWAY AVE. EXISTING. 7'-6" 7'-1 p" HOLBROOK, N.Y. 11741 " I 9'-3 ' " 7'-0 9 -3 16'-O" I 7 -0 7'-10" 7'-6" 1 D TTRIFARO@DTTDESIGNS.COM �- 8068 S.D. ANDERSON NLGD16068-4 10068 EXISTING TO REMAIN REVISION ------------------- _ _ Enn (2)-1 3/4"x11 7/8" LVL w/1" STEEL FLITCH PLATE ^ `n ^ I I CN 4"x4" POST 4"x4" POST 1 13'-4" 134 N I I W N A j' I TO BEAR ON TO BEAR ON - - 1 13s (2)- 0310.DH 13s (2)- 0310.DH � EXISTING EXISTIN 00 FOUNDATION FOUNDATIOt�J / 134 U P WALL WAL� CL. 1,3'-0 GAS INSERT I I NEW3� Z i� FIREPLACE FLUSH W/NON-COMBUSTIBLE I FROST-FRE x � J FLOOR SYSTEM I I ( ^ SHOWE HAD a z o ;' DINING OPEN I I = OPEN TO � I ^ ' (n X Z '` ROOM LIVING I I I KIDS BELOW v w ROOM 1 1 I -o` N BEDROOM o w BEDROOM X Z I U) 134 W - ® BEDROOM w LINE OF LANDING ABOVE I NEW 36"HIGH RAILING AS PER R312.1.2 - - - - - - - - ->,x - - ® 134 Q C) � DN - - - - - - 44" POST DN � _ � Z 26, PROVIDE SOLID 134 I j LANDING 344 6d' BEARING BELOW NDATE �O X 266, ©� 266, � I 10/01/2020 2'-0„ -10" 6� ATTIC c� --------- d' d' `I' REF . ACCESSSCALE CL. 11 W.I.C. R807 OFFICE/ 6� ° a o CL. CL. C . ` AS NOTED N11 A - - '-------------- -- I BEDROOM EF ___________ ____ - _--- _---- --------------- -- Lo - _= DRAWN BY REMOVE L=___ - r Lj 1..11.: EXISTING ° I VENT DRYER TO C IBATH �EF i . _ o I „ o ;..L� CLOSET i _ ® BATH O EXTERIOR AS CO 2x8' R.R. ° x8 R.R. T.G. PER M1502.2 „ „ I 00 KITCHEN I`I .� i 12 -0 6 -4 I I 7'-1 1 5 -3 I ©16 o.c. 16" O.C. 1 CHECKED BY REMOVE EXISTING FOYER O I z3- _ I 4,-p„ >- 10'-8" I I a pLi 1 V.L. I .I CLOSET 6d, PDR G 1- 0 t•'i5o7.4 100 CFM 1 PROJECT NAME ' I EXHAUST FAN I RM. BATH �4'-6" w� c•1 — — — — — — — — 14'-0" 15'-9" VENT TO EXTERIOR i� 5'-0" 6 1 1'-1 " - -�_/ `2}- O-0H - - - -� I,. LF 13s (2)-30310.DH 4'-p" T A pW . .. . :.. 8, 6„ 6„ p 7, p„ 7'- 8'- 15'-1 „ -11p„ 423 CW23 O NEW ENTRY DOOR 423 CW23 - - - - - - - - - - - - - - - - - - - - - - - - - 17'-0” 15'-10" - - - - - - - - 15'-8" - - - - - - - - 342 AS PER OWNER A 1-1 Z t COMPLIANT �J O WITH R303.3& 00 I- F- � F- 308.4.5 O r l` 8'-6" 32'-2" -10°' SECOND FLOOR PL1��N 1/4" — 1'-0" Q °, >_ Ww0 Q O o (EXISTING = 1,072 SQ.FT.)(PROPOSED = 35 SQ.FT.) F- v� Ow �-! o FI RST FLOOR PL.1kN 1 4" = 1'-0" w a Z / p� o — W (EXISTING = 1,483 SQ.FT_) R302.11 FIREBLOCKING. IN COMBUSTIBLE R905.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART IFC 915.2.3.1.2 A CARBON MONOXIDE ALARM SHALL BE R807.1 ATTIC ACCESS. CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO BEEN A HISTORY OF ICE FORMING ALONG THE EAVES OF A BUILDING WALL ENCLOSING HOT TUBS, PROVIDED ON THE LOWEST STORY CONTAINING A AN OPENING OF AT LEAST 20 INCHES BY 30 INCHES SEAL CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED CAUSING A BACK-UP OF WATER AS DESIGNATED IN WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS OR SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF AREA. MORE THAN ONE CARBON MONOXIDE ALARM CLEAR HEIGHT OF OVER 30 INCHES. CLEAR HEADROOM BARRIER BETWEEN STORIES, AND BETWEEN A TOP FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, THE GLAZING IS LESS THAN 60 INCHES MEASURED SHALL BE PROVIDED WHERE NECESSARY TO ASSURE OF AT LEAST 30 INCHES SHALL BE PROVIDED IN THE S�EREp STORY AND THE ROOF SPACE. MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. THAT NO SLEEPING AREA ON SUCH STORY IS MORE ATTIC SPACE AT OR ABOVE THE ACCESS OPENING. � 30HN TYPE-SHINGLES, WOOD SHINGLES AND WOOD SHAKES. THAN 15 FEET AWAY FROM A CARBON MONOXIDE ALARM. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN `v m R502.2.2 BLOCKING AND SUBFLOORING. BLOCKING m 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER, R314.2.2 ALTERATIONS REPAIRS AND ADDITIONS. M1502.1 GENERAL. CLOTHES DRYERS SHALL BE SHALL BE A MINIMUM OF UTILITY GRADE LUMBER. OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN EXHAUSTED IN ACCORDANCE WITH MANUFACTURER'S SUBFLOORING SHALL BE A MINIMUM OF UTILITYWHERE ALTERATIONS REPAIRS AND ADDITIONS R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR X8296 �- SHEET SHALL BE USED IN PLACE OF NORMAL REQUIRING A PERMIT OCCUR, OR WHERE ONE OR MORE RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF INSTRUCTIONS. o, o� o� GRADE LUMBER OR NO. 4 COMMON GRADE BOARDS. UNDER-LAYMENT AND EXTEND FROM THE LOWEST SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4. NSW � EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS DWELLINGS THE INDIVIDUAL DWELLING UNIT SHALL BE THAN 24 INCHES, INSIDE THE EXTERIOR WALL LINE OF M1502.2 INDEPENDENT EXHAUST SYSTEMS. SHEET TITLE R502.1.2 END-JOINTED LUMBER. APPROVED THE BUILDING. EQUIPPED WITH SMOKE ALARMS LOCATED AS DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF END-JOINTED LUMBER IDENTIFIED BY A GRADE MARK REQUIRED FOR NEW DWELLINGS. R806.1 VENTILATION REQUIRED. ALL OTHER SYSTEMS AND SHALL CONVEY THE CONFORMING TO R501.1 MAY BE USED ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES MOISTURE TO THE OUTDOORS. FLOOR PLAN INTERCHANGEABLY WITH SOLID-SAWN MEMBERS OF FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE SAME SPECIES AND GRADE. R315.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. WHERE ALTERATIONS, REPAIRS AND ADDITIONS THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE REQUIRING A PERMIT OCCUR, OR WHERE ONE OR CROSS VENTILATION FOR EACH SEPARATE SPACE BY JOB NUMBER MORE SLEEPING ROOMS ARE ADDED OR CREATED IN VENTILATING OPENINGS PROTECTED AGAINST THE EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS 2020-79 SHALL BE EQUIPPED WITH CARBON MONOXIDE SHALL BE PROVIDED WITH CORROSION-RESISTANT ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. WIRE MESH, WITH 1/8 INCH MINIMUM TO 1/4 INCH SHEET NUMBER MAXIMUM OPENINGS. 20F5 48'-0" 14'-0" 20'-0" 14'-0" LEGEND REPAIR STEPS REPAIR STEPS AS REQUIRED AS REQUIRED SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. --- DOTTED LINE WALL DENOTE EXISTING WALLS TO BE REMOVED. --- ADEQUATE TEMPORARY BRACING SHALL BE PROVIDED AT ALL TIMES ARCHITECTURE SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS CONSULTING TO BE 2"X4" WOOD STUDS AT 16" O.C. WITH 1/2" GYPSUM BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL AS REQUIRED. EXTERIOR WALLS TO BE 2"X4" WOOD STUDS VINCENT LUCARELLI A.I.A. NEW POSTS AND AT 16" O.C. WITH R-15 BATT INSULATION OR MATCH EXISTING ADJACENT WALL AS REQUIRED. 9 KIRKLAND DRIVE DIN RAILING 00 GREENLAWN,N.Y. 11740 -- ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE PROVIDED 631-567-1307 —'— WITH DOUBLE FLOOR JOISTS AS SOLID BEARING BENEATH. EXISTING DECK SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED AND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND rr MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE DT F `G 2020 INTERNATIONAL RESIDENTIAL CODE. p ® CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: Q Q' INSTALL A MINIMUM OF ONE CARBON MONOXIDE DETECTOR !P� I WITHIN 15 FEET OF SLEEPING AREAS AS PER IFC 915.2.3.1.2. 01 `C NEW POSTS AND _ _ _ _ _ _ _ Q` RAILING REMOVE DAMAGED REPAIR STEPS EXHAUST FAN DECKBOARDS AND INSTALL EEECO800AS REQUIRED EF � 631-567-1307 NEW TIMBERTECH REPLACE DECKBOARDS I FRAMING TO MATCH I �� 1165 BROADWAY AVE. EXISTING. 7'-6" 7'-10" HOLBROOK, N.Y. 11741 7'-0" 9'-3" 16'-0" I 9'-3' I 7'-0" 7'-10" 7'-6" I D I TTRIFARO@DTTDESIGNS.COM A �— 8068 S.D. ANDERSON NLGD16068-4 10068 S.D. EXISTING TO REMAINREVISION --------------- _ _ ------—---------- — — — \(2)-1 3/4"x 1 1 7/8" LVL W/1" STEEL FLITCH PLATE - Ln CN 4x4 POST 4x4 POST 13'-4" 134 1 I I I II.— N j' TO BEAR ON TO BEAR ON - (2)- 0310.DH 13s (2)- 0310.DH A I Q ;n EXISTING EXISTIN ao FOUNDATION FOUNDATIO / O134 UP WALL WAL� - I 0) CT'_ CL. 11 8 GAS INSERT I I NEW 3� Z i� F'REPLACE FLUSH ROST_ M W/NON—COMBUSTIBLE I I SHOWE FH AD v O J z o ;' DINING FLOOR SYSTEM I I ( i a i - OPEN TO CO Z ROOM LIVING I I I — KID'S BELOW co CO w z � I BEDROOM wp ROOM L — — BEDROOM cn a N I w� - ® BEDROOM w LINE OF LANDING ABOVE I � NEW 36"HIGH RAILING AS PER R312.1.2 , - - - - - - - - - - - 134 O DN — — — — — — 4„x4" POST DN - z 26 PROVIDE SOLID 134 I I LANDING 0 344 sd' BEARING BELOW ��� N DATE �p�� X cv�o�� 266 26'6 ©® 26'6, ��� I ` U 10/01/2020 2'-0" 7,, -, - - -10" ATTIC c� - -- '• I ACCESS I -26�---- II 90 REF [] 0 R807-' OFFICE/ 6� s • 0 0 CL. CL. CL. C .tip AS NOTED I I' I CL. I YY . . . LJ ------------- --- E __________ ___ __ r _ I .I. L=___ Ln BEDROOM EF _ - o --- ---- -___- `_____________ ___ __ I DRAWN BY REMOVE _-------- I'I EXISTING ® I VENT DRYER TO (BATH �EF U90 I � CLOSET i ® BATH O 0 EXTERIOR AS 2"x8" R.R. • "x8" R.R. T.G. _ I PER P1502.2 00 KITCHEN I I:. . 12 —0 6 -4'I I 7'-11 5'-3 X16 O.C. X16 O.C. ' REMOVE I CHECKED BY Z3 I 4'_0" _ 10'-8" -I EXISTING FUDR D�D -I - o V.L. 'I CLOSET 6� PDR I- o u fy115oEX US CFM III, ° BATH �11 4'-6" Lu-3:: N I I PROJECT NAME ! .' EXHAUST FAN ^I - - - - - - - - - 14'-0" 15'-9" VENT TO EXTERIOR i� 5'-0" -6" 11'-1" �/ `2� �� J I.I •. 13s (2)-30310.DH 4'-0" o i A :.. bw I I 6 ' I • 7 00011 8'-6" 8'-6" 15'-10" 7'-10" 7'-10" 423 CW23 O NEW ENTRY DOOR 423 CW23 - - - - - - - - - - - - - - - - - - - - - - - - - A - - - - - - - - - - - - - - - - - - - - - - - W z 17'-0" 15'-10" 15'-8" 342 AS PER OWNER CO PLIANT O_ WITH R303.3& W00 I- F(-�l F(-7 308.4.5 r l V � 0 Ir " SECOND FLOOR PLAN 1/4 1 O W Q � °, < 8'-6 32 -2 7'-10 �� _ it-Off (EXISTING = 1,072 SQ.FT.)(PROPOSED = 35 SQ.FT.) Q O F- W a z UOR FIRST FLPLAN 1/4 1 -O O U w (EXISTING = 1,483 SQ.FT.) U) R302.11 FIREBLOCKING. IN COMBUSTIBLE R905.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART IFC 915.2.3.1.2 A CARBON MONOXIDE ALARM SHALL BE R807.1 ATTIC ACCESS. CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO BEEN A HISTORY OF ICE FORMING ALONG THE EAVES OF A BUILDING WALL ENCLOSING HOT TUBS, PROVIDED ON THE LOWEST STORY CONTAINING A AN OPENING OF AT LEAST 20 INCHES BY 30 INCHES SEAL CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED CAUSING A BA(;K-UP OF WATER AS DESIGNATED IN WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS OR SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF AREA. MORE THAN ONE CARBON MONOXIDE ALARM CLEAR HEIGHT OF OVER 30 INCHES. CLEAR HEADROOM BARRIER BETWEEN STORIES, AND BETWEEN A TOP FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, THE GLAZING IS LESS THAN 60 INCHES MEASURED SHALL BE PROVIDED WHERE NECESSARY TO ASSURE OF AT LEAST 30 INCHES SHALL BE PROVIDED IN THE STORY AND THE ROOF SPACE. MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. THAT NO SLEEPING AREA ON SUCH STORY IS MORE ATTIC SPACE AT OR ABOVE THE ACCESS OPENING. 011 ,`y via TYPE-SHINGLES, WOOD SHINGLES AND WOOD SHAKES. THAN 15 FEET AWAY FROM A CARBON MONOXIDE ALARM. � � ` THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN �' , ,'�h ' 'Pp R502.2.2 BLOCKING AND SUBFLOORING. BLOCKING 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER M1502.1 GENERAL. CLOTHES DRYERS SHALL BEFri SHALL BE A MINIMUM OF UTILITY GRADE LUMBER. OR ASELF-ADHERING POLYMER-MODIFIED BITUMEN R314.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. EXHAUSTED IN ACCORDANCE WITH MANUFACTURER'S SUBFLOORING >HALL BE A MINIMUM OF UTILITY WHERE ALTERATIONS, REPAIRS AND ADDITIONS R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR SHEET SHALL BE USED IN PLACE OF NORMAL INSTRUCTIONS. REQUIRING A PERMIT OCCUR OR WHERE ONE OR MORE RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF GRADE LUMBER OR NO. 4 COMMON GRADE BOARDS. �/--. Nt UNDER-LAYMENT AND EXTEND FROM THE LOWEST E\N. 0 EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4. - THAN 24 INCHES, INSIDE THE EXTERIOR WALL LINE OF DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE M.M1502.2 INDEPENDENT EXHAUST SYSTEMS. SHEET TITLE R502.1.2 END-JOINTED LUMBER. APPROVED THE BUILDING. EQUIPPED WITH SMOKE ALARMS LOCATED AS DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF END-JOINTED LUMBER IDENTIFIED BY A GRADE MARK REQUIRED FOR NEW DWELLINGS. R806.1 VENTILATION REQUIRED. ALL OTHER SYSTEMS AND SHALL CONVEY THE CONFORMING TO R501.1 MAYBE USED ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES MOISTURE TO THE OUTDOORS. FLOOR P LAN INTERCHANGEAI3LY WITH SOLID-SAWN MEMBERS OF FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE SAME SPECIES AND GRADE. R315.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE WHERE ALTERATIONS, REPAIRS AND ADDITIONS CROSS VENTILATION FOR EACH SEPARATE SPACE BY JOB NUMBER REQUIRING A PERMIT OCCUR, OR WHERE ONE OR VENTILATING OPENINGS PROTECTED AGAINST THE MORE SLEEPING ROOMS ARE ADDED OR CREATED IN ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS 2020-79 EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH CORROSION-RESISTANT SHALL BE EQUIPPED WITH CARBON MONOXIDE WIRE MESH, WITH 1/8 INCH MINIMUM TO 1/4 INCH SHEET NUMBER ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. MAXIMUM OPENINGS. 20F5 48'-0" 14 -o" 20'-0" 14'-0" LEGEND REPAIR STEPS REPAIR STEPS AS REQUIRED AS REQUIRED SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. ——— DOTTED LINE WALL DENOTE EXISTING WALLS TO BE REMOVED. ——— ADEQUATE TEMPORARY BRACING SHALL BE PROVIDED AT ALL TIMES ARCHITECTURE SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS CONSULTING TO BE 2"X4" WOOD STUDS AT 16" O.C. WITH 1/2" GYPSUM BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL AS REQUIRED. EXTERIOR WALLS TO BE 2"X4" WOOD STUDS VINCENT LUCARELLI A.I.A. NEW POSTS AND AT 16" O.C. WITH R-15 BATT INSULATION OR MATCH DN �4 EXISTING ADJACENT WALL AS REQUIRED. GREENLAWhT,N.DRIVE40 RAILING -- ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE PROVIDED 631-567-1307 —'— WITH DOUBLE FLOOR JOISTS AS SOLID BEARING BENEATH. EXISTING DECK 0 SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED AND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE 2020 INTERNATIONAL RESIDENTIAL CODE. U `C) p ® CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: Q Q'' INSTALL A MINIMUM OF ONE CARBON MONOXIDE DETECTOR !P� I WITHIN 15 FEET OF SLEEPING AREAS AS PER IFC 915.2.3.1.2. `C NEW POSTS AND _ _ _ _ _ _ _ EXHAUST FAN RAILING REMOVE DAMAGED REPAIR STEPS DECKBOARDS AND INSTALLS. AS REQUIRED EF �� 631-567-1307 NEW TIMBERTECH I REPLACE WIT13IH DECKBOARDS I FRAMING TO MATCH I 14 1165 BROADWAY AVE. EXISTING. 7'-6" 7'-10" HOLBROOK, N.Y. 11741 7'-0" 9'-3" 16'-0" I 9'-3" I 7'-0" 7'-10" 7'-6" I I D i TTRIFARO@DTTDESIGNS.COM I I A 8068 S.D. ANDERSON NLGD16068-4 10068 S.D. EXISTING TO REMAIN REVISION --------------- _ _ ------—---------- - -\(2)-1 3/4"x11 7/8" LVL w/1 " STEEL FLITCH PLATE L �n _ Ir- FC 4 4"x4" POST 4"x4" POST 13'-4" 134 N I I I N `�' TO BEAR ON TO BEAR ON - _I - K' I 13s (2)-1031 O.DH 13s (2)-10,31 0.DH A I Q r- Ln EXISTING EXISTIN FOUNDATION FOUNDATIO /f 134 UP WALL WAL� CL. 13'-o„ 11 8 GAS INSERT I NEW 3� Z i� FIREPLACE FLUSH � W/NON-COMBUSTIBLE I FROST-FREE z FLOOR SYSTEM I I SHOWERAD Hp a m p I DINING 00 _ OPEN TO rY x Z ROOM LIVING I I � — I KID'S BELOW Q w Z � I BEDROOM wo ROOM — — _j BEDROOM V)z N U) BEDROOM w LINE OF LANDING ABOVE I w 10 NEW 36"HIGH RAILING AS PER R312.1.2 � r -\ % NNN \ NN \ z�: N 'INN \ \ N \ ' XNNNNN % — — — — — — — — — — — — — — — — ]T DN 4"x4" POST i� _ DN - Z c�6+ PROVIDE SOLID 134 I I LANDING 344 6d' BEARING BELOW � N DATE 0010/01/2020 -1 0" 6ATTIC I• ACCESS N -_ �-__= I `V I REF o I) ° ° , R807 I 9 o a CL. CL. CL; ° C AS NOTED CL. W I.C. OFFICE/ II � � ° i 1 ---- �------------- - DRAWN BY REMOVE tL=___ �n BEDROOM EF _ ______====>o=__- _ - ---- ----- -------------- - - -- EXISTING I (BATH �EF `"`° VENT DRYER TO C I • _ o ° ° „ I. CLOSET i _ 00 ® BATH O a EXTERIOR AS 2x8" R.R. • I T.G. PER f 1502.2 x8 R.R. "co - „ ,,; „ C�?16' O.C. @16” O.C. I CHECKED BY KITCHEN ' : I I REMOVE � _ 12 -0 6 -4 7'-1 1 5 -3 EXISTING FOYER O ^I z� _ I 4'-0" - 10'-8" I I L. CLOSET 6� PDR ►= g I V.L. 1507.4 100 CFM RM. ° BATH X Z PROJECT NAME '' EXHAUST FAN ^I 4 -6 Li cv - - - - - _ - - 14'-0" 15'-9" VENT TO EXTERIOR i� 5'-0" 6" ill-ill - &+2)- / `2� 34�� - - L I 136 (2)-30310.DH 4'-0" 0 o A I , „ I• °°° CJ_ 8'-6 8 -6„ 15,-10„ 7,-10 7'-10” ,-10„ 423 O , - - - - - - - - - - - - - - - - - - - - - 15'-10" 15'-8"- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CW23 NEW ENTRY DOOR 423 CW2317'-0” _ 342 AS PER OWNER d A Z CO PLIANT 1-� �j O WITH R303.3& F-i w 00 F-- 308.4.5 - 3 8.4.5 8'-6” 32'-2" 7'-1 SECOND FLOOR PL��N 1/4�� — 1'-0�� Q O1 < wwpp � o (EXISTING = 1,072 SQ.FT.)(PROPOSEI: = 35 SQ.FT.) Q Q O 1 4" = 1'—O" W I� z FIRST FLOOR PLS / O U w (EXISTING = 1,483 SQ.FT.) R302.11 FIREBLOCKING. IN COMBUSTIBLE R905.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART IFC 915.2.3.1.2 A CARBON MONOXIDE ALARM SHALL BE R807.1 ATTIC ACCESS. CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO BEEN A HISTORY OF ICE FORMING ALONG THE EAVES OF A BUILDING WALL ENCLOSING HOT TUBS, PROVIDED ON THE LOWEST STORY CONTAINING A AN OPENING OF AT LEAST 20 INCHES BY 30 INCHES SEAL CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED CAUSING A BACK-UP OF WATER AS DESIGNATED IN WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS OR SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF AREA. MORE THAN ONE CARBON MONOXIDE ALARM CLEAR HEIGHT OF OVER 30 INCHES. CLEAR HEADROOM BARRIER BETWEEN STORIES, AND BETWEEN ATOP FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, THE GLAZING IS LESS THAN 60 INCHES MEASURED SHALL BE PROVIDED WHERE NECESSARY TO ASSURE OF AT LEAST 30 INCHES SHALL BE PROVIDED IN THE STORY AND THE ROOF SPACE. MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. THAT NO SLEEPING AREA ON SUCH STORY IS MORE ATTIC SPACE AT OR ABOVE THE ACCESS OPENING. ;;�f'\� ��='`r4 TYPE-SHINGLES, WOOD SHINGLES AND WOOD SHAKES. THAN 15 FEET AWAY FROM A CARBON MONOXIDE ALARM. jw THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN I FLOORING. BLOCKING R502.2.2 BLOCKING AND SUB 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER M1502.1 GENERAL. CLOTHES DRYERS SHALL BE cra ,~, SHALL BE A MINIMUM OF UTILITY GRADE LUMBER. R314.2.2 ALTERATIONS REPAIRS AND ADDITIONS. ,� OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN WHERE ALTERATIONS, REPAIRS AND ADDITIONS R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR EXHAUSTED IN ACCORDANCE WITH MANUFACTURER'S '>3 �,, °' ;- , SUBFLOORING SHALL BE A MINIMUM OF UTILITY SHEET SHALL BE USED IN PLACE OF NORMAL INSTRUCTIONS. " �`� `82`'x' t- UNDER-LAYMENT AND EXTEND FROM THE LOWEST REQUIRING A PERMIT OCCUR, OR WHERE ONE OR MORE RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF o� 0 GRADE LUMBER OR NO. 4 COMMON GRADE BOARDS. EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4. THAN 24 INCHES, INSIDE THE EXTERIOR WALL LINE OF DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE M1502.2 INDEPENDENT EXHAUST SYSTEMS. SHEET TITLE . R502.1.2 END-JOINTED LUMBER. APPROVED THE BUILDINGEQUIPPED WITH SMOKE ALARMS LOCATED AS DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF END-JOINTED LUMBER IDENTIFIED BY A GRADE MARK REQUIRED FOR NEW DWELLINGS. R806.1 VENTILATION REQUIRED. ALL OTHER SYSTEMS AND SHALL CONVEY THE CONFORMING TO R501.1 MAY BE USED ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES MOISTURE TO THE OUTDOORS. FLOOR PLAN INTERCHANGEABLY WITH SOLID-SAWN MEMBERS OF FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE SAME SPECIES AND GRADE. R315.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. WHERE ALTERATIONS, REPAIRS AND ADDITIONS THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE REQUIRING A PERMIT OCCUR, OR WHERE ONE OR CROSS VENTILATION FOR EACH SEPARATE SPACE BY JOB NUMBER MORE SLEEPING ROOMS ARE ADDED OR CREATED IN VENTILATING OPENINGS PROTECTED AGAINST THE EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS 2020-79 SHALL BE EQUIPPED WITH CARBON MONOXIDE SHALL BE PROVIDED WITH CORROSION-RESISTANT ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. WIRE MESH, WITH 1/8 INCH MINIMUM TO 1/4 INCH SHEET NUMBER MAXIMUM OPENINGS. 2OF5 48'-0" 14'-0" 20'-0" 14'-0" LEGEND REPAIR STEPS REPAIR STEPS AS REQUIRED AS REQUIRED SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. --- DOTTED LINE WALL DENOTE EXISTING WALLS TO BE REMOVED. TT --- ADEQUATE TEMPORARY BRACING SHALL BE PROVIDED AT ALL TIMES ARCHITECTURE SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS CONSULTING TO BE 2"X4" WOOD STUDS AT 16" O.C. WITH 1/2" GYPSUM BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL AS REQUIRED. EXTERIOR WALLS TO BE 2"X4" WOOD STUDS VINCENT LUCARELLI A.I.A. NEW POSTS AND AT 16" O.C. WITH R-15 BATT INSULATION OR MATCH RAILING EXISTING ADJACENT WALL AS REQUIRED. END �Z.N�DN 0(1 G� �W40 -- ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE PROVIDED 631-567-1307 --- WITH DOUBLE FLOOR JOISTS AS SOLID BEARING BENEATH. EXISTING DECK SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED AND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE 2020 INTERNATIONAL RESIDENTIAL CODE. 1 TV F \Cj' ® CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: Q O' p INSTALL A MINIMUM OF ONE CARBON MONOXIDE DETECTOR 0- I WITHIN 15 FEET OF SLEEPING AREAS AS PER IFC 915.2.3.1.2. 00, 1\\- NEW POSTS AND EXHAUST FAN RAILING � REMOVE DAMAGED F- - - - - - - - -- REPAIR STEPS DECKBOARDS AND INSTALL REMOVE AS REQUIRED EF 631-567-1307 O NEW TIMBERTECH I REPLACE WITH DECKBOARDS I FRAMING TO MATCH I �� 1165 BROADWAY AVE. EXISTING. HOLBROOK, N.Y. 11741 7'-0" 9'-3" 16'-0" 1 9'-3" I 7'-0" 7'-10" 7'-6" 7'-6" 7'-10" I I D TTRIFARO@DTTDESIGNS.COM A �— 8068 S.D. ANDERSON NLGD16068-4 1 1 10068 S.D. EXISTING TO REMAIN REVISION - ------—--- - - - (2)-1 3/4"x 1 1 7/8" LVL w/1" STEEL FLITCH PLATE Ln - I r- ii 4"x4" POST 4"x4" POST 13'-4' 134 N I I I N II.- Lo TO BEAR ON TO BEAR ON - - M I 136 (2)- 0310.DH 8(2)-10,310.DH A I Q Lo EXISTING EXISTIN co FOUNDATION FOUNDATIO /f t 34 U P WALL WAL� CL. 13'-0" GAS INSERT ( I I NEW 3� O i� FIREPLACE FLUSH M 11-- w/NON-COMBUSTIBLE I FROST-FRE x �- z o DINING FLOOR SYSTEM I I / SHOWERHAD d - I ( =- OPEN TO �'z ROOM LIVING I I I - KID'S BELOW � Q w- Z � I BEDROOM w o ROOM _ - J BEDROOM L z N U) W - ® BEDROOM `� w w LINE OF LANDING ABOVE I D NEW 36"HIGH RAILING AS PER R312.1.2 f— 134 r- DN - - - - - - - - - ]TIT 4»x4" POST DN = � Z c�66, PROVIDE SOLID 134 o I LANDING 344 cP BEARING BELOW cb N DATE �6 26 �� i I " 10/01/2020 ti 66� ATTIC N ----____- ti� _= SCALE 2 0 10 ACCESS �6 , i REF o II ° e I _R807 �� 9 0 o CL. CL. CL. I C A AS NOTED CL. . _ W.LC. OFFICE/ � r o �' ° I NII ----------- --- - ---- '-------------- - ____ � BEDROOM EF - ----------l----- - ---- ----- -------------- --- -= DRAWN BY :I(. REMOVE �r I _ EXISTING ( °J� o ® VENT DRYER TO C I (BATH �EF �° - O EXTERIOR AS 2"x8" R.R. e "x8" R.R. T.G. L I CLOSET 00 BATH PER M1502.2 o0 KITCHEN I I _ 12'-0" 6'-4 7'-11" 5'_3" ©16" O.C. @16" O.C. I CHECKED BY REMOVE FOYER O v'- in-I z� - I 4'-O" 10'-8" -I I .I t- CLOSET 6d, PDR o I V.L. I= �1507.4 100 CFM - RM. ° BATH 4'-6" w N I 1 PROJECT NAME EXHAUST FAN I � - - - - - - - - �:. \ 15'-9" VENT TO EXTERIOR + 62}- 34 O-0H- — — — J 14'-0" 5 -0 ' 11 -1 I :�. . o I 136 (2)-30310.DH 4'-0" A 1 o j. . °°° 8 -6 8 -6 15'-10 7'-10 7'-10" 423 CW23 O NEW ENTRY DOOR 423 CW23 - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — 17'-0" 15'-10" 15'-8" 342 AS PER OWNER A W ^ Z CO PLIANT O WITH R303.3& H W H_ r F(-� 308.4.5 00 p uQ W o 8'-6" 32'-2" 7'-10" SECOND FLOOR PL��1�T 1/4" — 1�-0�' Q � °, } WWpp � o (EXISTING = 1,072 SQ.FT.)(PROPOSED = 35 SQ.FT.) Q Q U F_ Z C/) o 1FI1FZST FLOOR PL1kN 1/4 = 1'-0" W a Z / O tn 0 (EXISTING = 1,483 SQ.FT.) w R302.11 FIREBLOCKING. IN COMBUSTIBLE R905.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART IFC 915.2.3.1.2 A CARBON MONOXIDE ALARM SHALL BE R807.1 ATTIC ACCESS. CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO BEEN A HISTORY OF ICE FORMING ALONG THE EAVES OF A BUILDING WALL ENCLOSING HOT TUBS, PROVIDED ON THE LOWEST STORY CONTAINING A AN OPENING OF AT LEAST 20 INCHES BY 30 INCHES SEAL CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED CAUSING A BACK-UP OF WATER AS DESIGNATED IN WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS OR SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF AREA. MORE THAN ONE CARBON MONOXIDE ALARM CLEAR HEIGHT OF OVER 30 INCHES. CLEAR HEADROOM AND BETWEEN A TOP FOR ASPHALT SHINGLES METAL ROOF SHINGLES THE GLAZING IS LESS THAN 60 INCHES MEASURED SHALL BE PROVIDED WHERE NECESSARY TO ASSURE BARRIER BETWEEN STORIES, OF AT LEAST 30 INCHES SHALL BE PROVIDED IN THE 301i`fi .;•� STORY AND THE ROOF SPACE. MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. THAT NO SLEEPING AREA ON SUCH STORY IS MORE ATTIC SPACE AT OR ABOVE THE ACCESS OPENING. TYPE-SHINGLES, WOOD SHINGLES AND WOOD SHAKES. THAN 15 FEET AWAY FROM A CARBON MONOXIDE ALARM. I';, THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN R502.2.2 BLOCKING AND SUBFLOORING. BLOCKING 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER M1502.1 GENERAL. CLOTHES DRYERS SHALL BE a " ' SHALL BE A MINIMUM OF UTILITY GRADE LUMBER. OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN R314.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. EXHAUSTED IN ACCORDANCE WITH MANUFACTURER'S6219"6 SUBFLOORING SHALL BE A MINIMUM OF UTILITY WHERE ALTERATIONS, REPAIRS AND ADDITIONS R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR 0�. 02- SHEET SHALL BE USED IN PLACE OF NORMAL REQUIRING A PERMIT OCCUR, OR WHERE ONE OR MORE RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF INSTRUCTIONS. °>> N E\,N, GRADE LUMBER OR NO. 4 COMMON GRADE BOARDS. UNDER-LAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4. THAN 24 INCHES, INSIDE THE EXTERIOR WALL LINE OF DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE M1502.2 INDEPENDENT EXHAUST SYSTEMS. SHEET TITLE R502.1.2 END-JOINTED LUMBER. APPROVED THE BUILDING. EQUIPPED WITH SMOKE ALARMS LOCATED AS DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF END-JOINTED LUMBER IDENTIFIED BY A GRADE MARK REQUIRED FOR NEW DWELLINGS. R806.1 VENTILATION REQUIRED. ALL OTHER SYSTEMS AND SHALL CONVEY THE CONFORMING TO R501.1 MAYBE USED ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES MOISTURE TO THE OUTDOORS. FLOOR PLAN INTERCHANGEABLY WITH SOLID-SAWN MEMBERS OF FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE SAME SPECIES AND GRADE. R315.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. WHERE ALTERATIONS, REPAIRS AND ADDITIONS THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE REQUIRING A PERMIT OCCUR, OR WHERE ONE OR CROSS VENTILATION FOR EACH SEPARATE SPACE BY JOB NUMBER MORE SLEEPING ROOMS ARE ADDED OR CREATED IN VENTILATING OPENINGS PROTECTED AGAINST THE EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS 2020-79 SHALL BE EQUIPPED WITH CARBON MONOXIDE SHALL BE PROVIDED WITH CORROSION-RESISTANT ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. WIRE MESH, WITH 1/8 INCH MINIMUM TO 1/4 INCH SHEET NUMBER MAXIMUM OPENINGS. 2OF5 s 88'30'42" E - 75.06' 1 1 1 ARCHITECTURE ' I & CONSULTING 1 17 VINCENT LUCARELLI A.I.A. 9 KIRKLAND DRIVE co GREENLAWN,N.Y. 11740 4"VENT I 631-567-1307 22'-5" STOR. ROOF PER R408.4 1 FWEXISTING I !� 1 WO7; OD DECK i� O NEW HYBRID I I I I �— — F— �— 110.81 15.8' �G. N HOT WATER 3' I , Q` TANK C� cn G W I I1.6" 12" I1.5" I1.6" I1.6" 12' Ii.6" I1.6" , ^ MAW D'Mw Ntl EXISTING FLOOR JOISTS F_ 7 (2)-2"x12 ' GIRDER F_ 2 -2"x12" GIRDER � Ci I I I I I I I I MASHER ' �` 631-567-1307 @I O.C. I = = I = 00 9.6 16.9 I ,`Q PROPOSED 1165 BROADWAY AVE. L J • - J _j SHOWER SHOWER SECOND FLOOR 1 SECOND FLOOR _ 2" 3" 1.5" 1.6" 2" 3" 1.6" 2" 2" ADDITION ACCESS AS (35 SF) PER Roo ,4 Z I HOLBROOK, N.Y. 11741 -" ELECTRICAL 24%24% 2" c~_n ," IT N cfl PANEL P.CONCR TE w I I 11/4* R3FOOT WISE 1 I TTRIFARO@DTTDESIGNS.COM c� FOOTING ' -I- I REVISION Ln -T , .4 t ACCESS AS Ll X A/C � I I1 2" I1.5" I1.5" 1 EXISTING PER R408.4 CRAWLSPACE _ EXISTING I I I I I I W N (EXISTING TO REMAIN) F-- VAPOR SLAB 4"x4" POST L — -1 SHOWER FIRST FLOOR i Q \ PROVIDE SOLID 2" 2- 3" 1.5" .5" I co BEARING BELOW EXISTING FA, C.O. WINE CRAWLSPACE 4" ' CELLAR VAPOR SLAB -•0• HOUSE TRAP PLUMBING z TO APPROVED DIAGRAM N.T.S. ' O J o � SANITARY SYSTEM I I a O co � (n 15'-0 ' of y ' o0 I Q wp � co ' p W 1 1 0 > z W wC) _TT_ PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH p CRAWL Lo SPACE SECTION P2605 OF THE INTERNATIONAL RESIDENTIAL wl I I z "' CODE. 10 - pt 0�I I� DATE 00 ' d A PLUMBING SHALL BE IN COMPLIANCE WITH CHAPTERS � 10/01/2020 �) UNEXCAVATED 27 AND 29 OF THE INTERNATIONAL RESIDENTIAL CODE. z I u� SCALE 1 1 AS NOTED I DRAWN BY 0i UNDATI O N PLAN 1/4" = 1'-0" T.G. CHECKED BY V.L. BOO' �0 w QD A, PROJECT NAME $ RIDGE AS PER PLANS TT RAFTERS AS PER PLANS P.L®T P]Llkl*q1f' = 30'-O" N ASPHALT ROOFING OVER 30# FELT ON INFORMATION ON PLOT PLAN TAKEN FROM SURVEY 1/2" CDX PLYWOOD PROVIDED BY: KENNETH M. WOYCHUK — LAND SURVEYOR. W z O�- O � " oo R-38 FIBERGLASS �./ r l p INSULATION Q _(5 w W Q r/2 .W.B. O& o VINYL SIDING, 1" RIGIDS FOAM BOARD INSULATION (R-3.85) OVER TYVEC W HOUSE WRAP ON 1/2" BATH z o W CDX PLYWOOD ON 2"x4" I 0 STUDS @16" OC 00 BEDROOM R405.2.2 VAPOR RETARDER. E3901.2.1 SPACING. RECEPTACLES SHALL BE INSTALLED w INSULATION PLYWOOD (R-15) BATT 3/4" r&c A 6-MIL-THICK (0.15 MM) POLYETHYLENE VAPOR SO THAT NO POINT MEASURED HORIZONTALLY ALONG 77 NN ..� SUBFLOOR RETARDER SHALL BE APPLIED OVER THE POROUS THE FLOOR LINE OF ANY WALL SPACE IS MORE THAN 6 NN LAYER WITH THE BASEMENT FLOOR CONSTRUCTED FEET FROM A RECEPTACLE OUTLET. [210.52(A)(1)] OVER THE POLYETHYLENE. 1/2" G.W.B. WALLS & PROVIDE GROUND-FAULT AND ARC-FAULT cEILINcs R408.1 VENTILATION. THE UNDER-FLOOR SPACE CIRCUIT-INTERRUPTER PROTECTIONS IN ACCORDANCE SEAL BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE WITH SECTION E3902 OF THE INTERNATIONAL BATH EARTH UNDER ANY BUILDING (EXCEPT SPACE RESIDENTIAL CODE. \ ERED BEDROOM 6 01+n f' ' OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION ✓ 4, ,� ✓� y OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF E3903.3 ADDITIONAL LOCATIONS. AT LEAST ONE VENTILATION OPENINGS SHALL BE AT LEAST 1 SQUARE ALL-SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE <<} l , -A SPACE AREA. ONE SUCH VENTILATING OPENING SHALL S DOOR FOOT FOR EACH 150 SQUARE FEET OF UNDER FLOOR INSTALLED TO PROVIDE ILLUMINATION ON THE CRAWL SPACE EXTERIOR SIDE OF EACH OUTDOOR EGRESS �Of 7" MINIMUM BE WITHIN 3 FEET OF EACH CORNER OF SAID BUILDING. HAVING GRADE LEVEL ACCESS, INCLUDING OUTDOOR � NEW EMBEDMENT EGRESS DOORS FOR ATTACHED GARAGES AND 8" POURED CONCRETE DETACHED GARAGES WITH ELECTRICAL POWER. SHEET TITLE FOUNDATIDN WALL 8"06" POURED FOUNDATION CONCRETE FOOTING PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH & SECTION SECTION P2605 OF THE INTERNATIONAL RESIDENTIAL BUILDING SECTION A-A 1/411 = 11-0" CODE. JOB NUMBER PLUMBING SHALL BE IN COMPLIANCE WITH CHAPTER 29 2020-79 OF THE INTERNATIONAL RESIDENTIAL CODE. SHEET NUMBER 30F5 s . E- - =5.06' 88030'42$9 80_42 1 1 1 ARCHITECTURE & CONSULTING 1 VINCENT LUCARELLI A.I.A. A I I 9 KIRKLAND DRIVE co GREENLAWN,N.Y. 11740 4"VENT IIN631-567-1307 22'-5" STOR. �I� AUULt:� Li ROOF ' PER R408.4 ' ExisrlND ' L 1 FOOD d/u _ - c? I- -- - - - - DECK i- °x° 0 NEW HYBRID I I I �— F— 1-- _ 10.8' 15.8' N HOT WATER I3" _ ' Dr r \�G. TANK 13 L I I �Q, — W 11.6" 12" 11.5" I1.5" I1.5" I Y I1.5' 11.5" FRA�NE D WNO ' of ^ EXISTING FLOOR JOISTS F- � » » � I ( I I WASHER ' 2 —2"x12 ' GIRDER 2 —2 x12 GIRDER .I cvK 631-567-1307 ©16 O.C. I = _ ( _ 0 0 I 9.6' 16.9' I Q PROPOSED 1165 BROADWAY AVE. A— J SHOWER SHOWER SECOND FLOOR 1 SECOND FLODR ADDITION _ 2' 3" 1.5' 1.5" 2' 3' 1.5' 2" 2" ' (35 SF) �- ACCESS AS 00 6 z I HOLBROOK, N.Y. 11741 U PER R40 .4 C.O. _ 4 TTRIFARO DTTDESIGNS.COM 4" 1 � -x ELECTRICAL 24"x24"x 2" � � PITCH L (�BINC W STE 10 N PANEL P.CONCR TE w I I I 'i4'HGF°°T I ' I REVISION ACCESS AS X � A/C FOOT NG - I . I I .4 ' 1,5" 1,5 2 1.5 1.5* 1 EXISTING PER R408.4 I I _ CRAWLSPACE TING I w N VAPOR SLAB L _ J sMOWER (EXISTING TO REMAIN) 1 1 ti 4x4 POSTA FIRST FLOOR Q \ PROVIDE SOLID 2' 2' 3" 5' 1.5' I co BEARING BELOW EXISTING FAI C.O. I ' WINE CRAWLSPACE '' CELLAR VAPOR SLAB "O HOUSE TRAP PLUMBING ' Z TO APPROVED DIAGRAM NTS ' O I- 0 SANITARY SYSTEM cn 0 1 m 1 1 U) Q 00 I I wp LL. LD ' 0 w o 1 1 (q z w L I 1 W PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH p CRAWL '� SPACE SECTION P2605 OF THE INTERNATIONAL RESIDENTIAL w I I '� Z ITI CODE. - o I 100 10 DATE F` A PLUMBING SHALL BE IN COMPLIANCE WITH CHAPTERS 00 ' 't 10/01/2020 UNEXCAVATED 27 AND 29 OF THE INTERNATIONAL RESIDENTIAL CODE. z I cf) SCALE IAS NOTED I DRAWN BY FC)lLJNDATI O N 1?1L1NN 1/41' = 1/—OTT 1 , T.G. -J CHECKED BY .- �� V.L. 81010 w 00'D LA PROJECT NAME RIDGE AS PER PLANS RAFTERS AS PER PLANS P IL C3 T P]LIkIN4 1 t1 = 301-011 N ASPHALT ROOFING OVER 30# FELT ON INFORMATION ON PLOT PLAN TAKEN FROM SURVEY 1/2" cox PLYWOOD PROVIDED BY: KENNETH M. WOYCHUK — LAND SURVEYOR. W z O R-38 FIBERGLASS V INSULATION W W Q r„_, 1/2" G.W.B. O O O WALLS & VINYL SIDING, 1" RIGID CEILINGS O U) FOAM BOARD INSULATION T� Q (R-3.85) OVER TYVECw HOUSE WRAP ON 112" BATH Z 1 al CDX PLYWOOD ON 2"x4" 1 sruDs T16" oc BEDROOME3901.2.1 SPACING. RECEPTACLES SHALL BE INSTALLED R405.2.2 VAPOR RETARDER. OV w (R-15) BATT 3/4" T&G � c/)INSULATION PLYWOOD A 6-MIL-THICK (0.15 MM) POLYETHYLENE VAPOR SO THAT NO POINT MEASURED HORIZONTALLY ALONG SUBFLOOR RETARDER SHALL BE APPLIED OVER THE POROUS THE FLOOR LINE OF ANY WALL SPACE IS MORE THAN 6 LAYER WITH THE BASEMENT FLOOR CONSTRUCTED FEET FROM A RECEPTACLE OUTLET. [210.52(A)(1)] ILI OVER THE POLYETHYLENE. '/2" c.W.B. WALLS & PROVIDE GROUND-FAULT AND ARC-FAULT cEILINcs R408.1 VENTILATION. THE UNDER-FLOOR SPACE CIRCUIT-INTERRUPTER PROTECTIONS IN ACCORDANCE SEAL BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE WITH SECTION E3902 OF THE INTERNATIONAL - -� 0 o EARTH UNDER ANY BUILDING (EXCEPT SPACE RESIDENTIAL CODE. C,,,�,jErzCp BATH BEDROOM00 OCCUPIED BY BASEMENT SHALL HAVE VENTILATION c'� OPENINGS THROUGH FOUNDATION WALLS OR E3903.3 ADDITIONAL LOCATIONS. AT LEAST ONE EXTERIOR WALLS. THE MINIMUM NET AREA OF � VENTILATION OPENINGS SHALL BE AT LEAST 1 SQUARE ALL-SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE . FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR INSTALLED TO PROVIDE ILLUMINATION ON THE -' SPACE AREA. ONE SUCH VENTILATING OPENING SHALL EXTERIOR SIDE OF EACH OUTDOOR EGRESS DOOR °Fri oQ CRAWL SPACE 7" MINIMUMBE WITHIN 3 FEET OF EACH CORNER OF SAID BUILDING. HAVING GRADE LEVEL ACCESS, INCLUDING OUTDOOR Ew Y EMBEDMENT EGRESS DOORS FOR ATTACHED GARAGES AND DETACHED GARAGES WITH ELECTRICAL POWER. 8" POURED CONCRETE SHEET TITLE FOUNDATION WALL 8"x16" POURED FOUNDATION CONCRETE FOOTING PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH & SECTION SECTION P2605 OF THE INTERNATIONAL RESIDENTIAL BUILDING SECTION A-A 1/411 = 11_011 CODE. JOB NUMBER PLUMBING SHALL BE IN COMPLIANCE WITH CHAPTER 29 2020-79 OF THE INTERNATIONAL RESIDENTIAL CODE. SHEET NUMBER 30175 S 88030'42 IE - 75.06' 1 1 1 ARCHITECTURE ' I & I CONSULTING 1 A VINCENT LUCARELLI A.T.A. ' I I 9 KIRKLAND DRIVE co GREENLAWN,N.Y. 11740 4"VENT 631-567-1307 22'-5" STOR. �I� I ROOF V 1 EXISTINGLI: 1 PER R408.4 I -' WOOD L 1 UP _ - c3 - - - -- -- _ I DECK °X o NEW HYBRID 10.81 15.8' �G. N HOT WATER 34.5 Dir F, TANK L � ' yA X (n I 11.5" I I I I BXI .2 RY I � oto W I 1.6" 2" 1,6" 1.6" 2' 1.6• I1.6' FRA otEgRY 1 �� 1 EXISTING ISTING FLOOR JOISTS F_ 2 —2"x12 ' GIRDER F_ _@-2"x12" GIRDER � cv I I I I I I I WASHER 631-567-1307 X16 O.C. I = = I = 00 9.6 16.9 I (Q PROPOSED 1 L J _ J o SHOWER SHOWER SECOND FLOOR 1 SECOND FLODR 1165 BROADWAY AVE. �• _� 2" 3" 1.5" ]1,5" 2' 3' 1,6" 2' Y ACCESS AS (35 SF) op PER R403.4------ z 4 4" C.D. I 1 HOLBROOK, N.Y. 11741 ELECTRICAL 24"X24"x 2" c~n 4 PITCH LgVI3N W ITE ; TTRIFARO@DTTDESIGNS.COM 10 PANEL P,CONCR TE w I I 'i°' I I REVISION @J FOOT NG ACCESS AS x A/C � 7 .4 , 1 1 1,5' I1.5' 2' 1.5• 1,5' 1 FEN PER R408.4 � I I _ EXISTING `LDS° _ � � EXISTING I I I I I w r' CRAWLSPACE _ _ (EXISTING TO REMAIN) VAPOR SLAB , L _ � SHOWER FIRST FLOOR i ' Q 4"x4' POST ' I p PROVIDE SOLID z' 2" CELLAR 3" 1,5' 1,5" 00 BEARING BELOW EXISTING FAI C.O. ' WINE CRAWLSPACE 4' 1 VAPOR SLAB - o I HOUSE TRAP PLUMBING 1 Z N \_TO APPROVED DIAGRAM N.T.S. ' O J o SANITARY SYSTEMcn I a OI 1 m ) ( (n 15'-0 ' o o ' I � Q o - I 1 p pw 1 1 (n ' I > z W L I w PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH in ' � I � o CRAWL SPACE I FFF SECTION P2605 OF THE INTERNATIONAL RESIDENTIAL w I z 1.. CODE. o; 1 O DATE q IIco PLUMBING SHALL BE IN COMPLIANCE WITH CHAPTERS ; � 10/01/2020 UNEXCAVATED A t 27 AND 29 OF THE INTERNATIONAL RESIDENTIAL CODE. z1 I cn SCALE I AS NOTED 1 1 1 I I DRAWN BY FOUNDATION PLAN 1/411 = 11-011 ; ' T.G. JCHECKED BY V.L. 81°10 w OQ� LA PROJECT NAME RIDGE AS PER PLANS PL®T �LA 111 = '201-011 N RAFTERS AS PER PLANS J ASPHALT ROOFING OVER 30# FELT ON INFORMATION ON PLOT PLAN TAKEN FROM SURVEY 1/2" cDx PLYWOOD PROVIDED BY: KENNETH M. WOYCHUK — LAND SURVEYOR. W Z w � O_ O 00 0 R-38 FIBERGLASS � INSULATION ��j p Q 1/2" G.W.B. W O O O WALLS & o VINYL SIDING, 1" RIGID CEILINGS ^ O U FOAM BOARD INSULATION � � rTl� Z (R-3.85) OVER TYVEC F^^+-i HOUSE WRAP ON 1/2" BATH o W 1-x-1 CDX PLYWOOD ON 2"x4" 1 BEDROOM �i O STUDS T16" oc R405.2.2 VAPOR RETARDER. E3901.2.1 SPACING. RECEPTACLES SHALL BE INSTALLED w (R-15) BATT 3/4" T&G A 6-MIL-THICK (0.15 MM) POLYETHYLENE VAPOR SO THAT NO POINT MEASURED HORIZONTALLY ALONG INSULATION PLYWOOD SUBFLOOR RETARDER SHALL BE APPLIED OVER THE POROUS THE FLOOR LINE OF ANY WALL SPACE IS MORE THAN 6 LAYER WITH THE BASEMENT FLOOR CONSTRUCTED FEET FROM A RECEPTACLE OUTLET. [210.52(A)(1)] OVER THE POLYETHYLENE. 1/2' G.W.B. WALLS & PROVIDE GROUND-FAULT AND ARC-FAULT CEILINGS R408.1 VENTILATION. THE UNDER-FLOOR SPACE CIRCUIT-INTERRUPTER PROTECTIONS IN ACCORDANCE SEAL BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE WITH SECTION E3902 OF THE INTERNATIONAL BATH EARTH UNDER ANY BUILDING (EXCEPT SPACE RESIDENTIAL CODE. � `Fn � BEDROOM 00 OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION c�G �,� 301+N f5--� OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF E3903.3 ADDITIONAL LOCATIONS. AT LEAST ONE VENTILATION OPENINGS SHALL BE AT LEAST 1 SQUARE ALL-SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED TO PROVIDE ILLUMINATION ON THE FOOT FOR EACH 150 SQUARE FEET OF UNDER FLOOR � ITLCRAWL SPA EXTERIOR SIDE OF EACH OUTDOOR EGRESS DOOR CE SPACE AREA. ONE SUCH VENTILATING OPENING SHALL ,��r�tVE\N �o 7" MINIMUM BE WITHIN 3 FEET OF EACH CORNER OF SAID BUILDING. HAVING GRADE LEVEL ACCESS, INCLUDING OUTDOOR _�. EMBEDMENT EGRESS DOORS FOR ATTACHED GARAGES AND 8" POURED CONCRETE DETACHED GARAGES WITH ELECTRICAL POWER. SHEET TITLE FOUNDATION WALL 8"x16" POURED F O U N DAT I O N CONCRETE FOOTING PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH & SECTION SECTION P2605 OF THE INTERNATIONAL RESIDENTIAL BUILDING SECTION ,AL-.A 1/411 = 11-011 CODE. JOB NUMBER PLUMBING SHALL BE IN COMPLIANCE WITH CHAPTER 29 2020-79 OF THE INTERNATIONAL RESIDENTIAL CODE. SHEET NUMBER 3OF5 s 88°3042 E-- 75.06' 1 ARCHITECTURE I & I CONSULTING VINCENT LUCARELLI A.I.A. A 9 KIRKLAND DRIVE 1 Qo +GREENLAWN,N.Y. 11740 4"VENT N 1 I N 631-567-1307 22'-5" STOR.rt ( III ROOF 1 V PER R408.4 I � ' EXISRN WOODG ' UP _ c� 1 �K I i� 00 6 NEW HYBRID 1 I I I �— I-- +- _ _ 110.8' 18.8' 1 Tj G. rl HOT WANK 13 1 ' �, 13 L m PO LX 0 1 11.5' Z" 11.5" 11.6" 11.6' 2" 11.6" 11.6' FRAyE D'kEWNd ' ��� EXISTING FLOOR JOISTS F_ -1 2 -2"x12 ' GIRDER 2 -2"x12" GIRDER 0 �i 1 1 1 1 1 1 1 1 AWASHER 16 O.C. I = = i _ 0 0 9.6' 16.9' I O� 631-567-1307 L J _ J 0 SHOWER SHOWER 1 SECCONDPROPOSEDFLODR 1165 BROADWAY AVE. —J SECOND FLOOR Q LL _(D 2' �' 1,5' 1,6" 2' 3" 1,6" 2' 2" 1 ADDITION I V � ACCESS AS (sa sF) c PER R4o .4 Z Do 4" I HOLBROOK, N.Y. 11741 cV O ELECTRICAL 24"X24"x 2" (n 4' PITCH LZ!/SSIN W STE ; ' TTRIFARO@DTTDESIGNS.COM cD PANEL P.CONCR TE < 1 I1/4 I 1 I I REVISION c U FOOTING 1 ACCESS AS x ASC � � 1 22.4' 1 1,5" 11.5" 2' 1.5' 1,5' 1 EXISTING PER R408.4 �� I I _ I CRAWLSPACE � _ ,� EXISTING I I I I I W CV VAPOR SLAB ST L _ J s+oWER (EXISTING TO REMAIN) FIRST FLOOR ' E'— ~ ' Q PROVIDE OSOLID 2' 2' 3' 1,5" 1,5• I BEARING BELOW EXISTING FAI C.0. I ' WINE CRAWLSPACE 4' 1 CELLAR VAPOR SLAB • OI HOUSE TRAP PLUMBING 1 Z TO APPROVED DIAGRAM N.Q.S. ' O J 0 I-_ SANITARY SYSTEM I d 15'-0' o o I co Q 0 I W 0 tJ cD ' W 0 @ ' I z W Li PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH o 0 CRAWL SPACE SECTION P2605 OF THE INTERNATIONAL RESIDENTIAL wIl z 1.. CODE. 10 DATE o1 Iq ", I I-00 00 PLUMBING SHALL BE IN COMPLIANCE WITH CHAPTERS 1 10/01/2020 UNEXCAVATED 27 AND 29 OF THE INTERNATIONAL RESIDENTIAL CODE. zi I (n SCALE AS NOTED I1 I DRAWN BY ]FOUNDATION PLAN 1/411 = 1'-011 T.G. I ,J CHECKED BY V.L. 81°10 w QQ� L� PROJECT NAME RIDGE AS PER PLANS RAFTERS AS PER PLANS 30 ASPHALT ROOFING OVER 30# FELT ON INFORMATION ON PLOT PLAN TAKEN FROM SURVEY 1/2" CDX PLYWOOD PROVIDED BY: KENNETH M. WOYCHUK — LAND SURVEYOR. W Z O00 R-38 FIBERGLASS U c 0 0C D � Q INSULATION ~J ►—� 0 1 G.W.B./2" IVCVE ALLS & 0 O VINYL SIDING, 1" RIGID ILINGS F--1 FOAM BOARD INSULATION (R-3.85) OVER TYVEC HOUSE WRAP ON 1/2$' BATH 0 W a `,Zj Z CDX PLYWOOD ON 2"x4" IBEDROO ►moi O sruDs @16" oc R405.2.2 VAPOR RETARDER. E3901.2.1 SPACING. RECEPTACLES SHALL BE INSTALLED w (R-15) BATT 3/4" T&c INSULATION PLYWOOD A 6-MIL-THICK (0.15 MM) POLYETHYLENE VAPOR SO THAT NO POINT MEASURED HORIZONTALLY ALONG SUBFLOOR RETARDER SHALL BE APPLIED OVER THE POROUS THE FLOOR LINE OF ANY WALL SPACE IS MORE THAN 6 LAYER WITH THE BASEMENT FLOOR CONSTRUCTED FEET FROM A RECEPTACLE OUTLET. [210.52(A)(1)] OVER THE POLYETHYLENE. 1/2" G.W.B. WALLS & PROVIDE GROUND-FAULT AND ARC-FAULT CEILINGS R408.1 VENTILATION. THE UNDER-FLOOR SPACE CIRCUIT-INTERRUPTER PROTECTIONS IN ACCORDANCE SEAL BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE WITH SECTION E3902 OF THE INTERNATIONAL BATH 0 0 EARTH UNDER ANY BUILDING (EXCEPT SPACE RESIDENTIAL CODE. `���CRED\` - BEDROOM � OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF E3903.3 ADDITIONAL LOCATIONS. AT LEAST ONE m VENTILATION OPENINGS SHALL BE AT LEAST 1 SQUARE ALL-SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR INSTALLED TO PROVIDE ILLUMINATION ON THE 7> EXTERIOR SIDE OF EACH OUTDOOR EGRESS DOOR ' 0 82 96 0�' TL CRAWL SPACE SPACE AREA. ONE SUCH VENTILATING OPENING SHALL F N E\N 7" MINIMUM BE WITHIN 3 FEET OF EACH CORNER OF SAID BUILDING. HAVING GRADE LEVEL ACCESS, INCLUDING OUTDOOR EMBEDMENT EGRESS DOORS FOR ATTACHED GARAGES AND 8" POURED CONCRETE ED DETACHED GARAGES WITH ELECTRICAL POWER. SHEET TITLE FOUNDATION WALL 8"x16" POURED FOUNDATION CONCRETE FOOTING PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH & SECTION SECTION P2605 OF THE INTERNATIONAL RESIDENTIAL BUILDING SECTION A-A 1/411 = 1'-011 CODE. JOB NUMBER PLUMBING SHALL BE IN COMPLIANCE WITH CHAPTER 29 2020-79 OF THE INTERNATIONAL RESIDENTIAL CODE. SHEET NUMBER 301175