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HomeMy WebLinkAbout51460-Z of S°ur�o�G Town of Southold * * P.O. Box 1179 ao 53095 Main Rd 4 06UNV Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46071 Date: 03/28/2025 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 2285 Westview Dr Mattituck, NY 11952 See/Block/Lot: 107.-7-1.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/11/2024 Pursuant to which Building Permit No. 51460 and dated: 12/10/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. -The occupancy for which this certificate is issued is: "As built" alterations, including finished basement and unconditioned attic, to existing single-family dwelling as applied for. The certificate is issued to: Jared Lettieri,Leah Lettieri Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51460 03/10/2025 PLUMBERS CERTIFICATION: Charles Sanders 03/10/2025 Aut o zed Signature ��OFSO& TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE ��I-�auMr.�``�• SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51460 Date: 12/10/2024 Permission is hereby granted to: Jared Lettieri 170 Mill Rd Westhampton Beach, NY 11978 To: legalize "as built"alterations to existing single-family dwelling as applied for. Additional certification may be required. Premises Located at: 2285 Westview Dr, Mattituck, NY 11952 SCTM# 107.-7-1.1 Pursuant to application dated 10/11/2024 and approved by the Building Inspector. To expire on 12/10/2026. Contractors: Required Inspections: Fees: As Built Alteration $1,344.00 CO-RESIDENTIAL $100.00 Total S1,444.00 --- — ------------------- Building Inspector so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G. Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Corretti AJ 2019 Irry Trust Address: 2285 Westview DR City: Mattituck St: NY Zip: 11952 Building Permit#: 51460 Section: 107 Block: 7 Lot: 1.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Esco Electriic License No: 46346ME SITE DETAILS Office Use Only Indoor r Basement F Service I✓; Solar F Outdoor 1st Floor rv—�, Pool I Spa F Renovation 2nd Floor r Hot Tub Generator r Survey ❑ Attic 11—or Garage Battery Storage r INVENTORY Service 1 ph [ Heat Duplec Recpt 75 Ceiling Fixtures 7 Bath Exhaust Fan 4 Service 3 ph [ Hot Water GFCI Recpt 16 Wall Fixtures 17 Smoke Detectors 3 Main Panel 150X2 A/C Condenser 3 Single Recpt Recessed Fixtures 67 CO Detectors Sub Panel A/C Blower 3 Range Recpt 50A Ceiling Fan 1 Combo Smoke/CO 5 Transfer Switch 150A UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 43 4'LED Exit Fixtures Other Equipment: Fridge, Oven, DW, Micro, Cooktop„ Hood, (3) Minisplits Notes: One Story House w/ Finished Basement Y 1941 c_ Inspector Signature: X Date: March 10, 2025 Sean Devli Electrical Inspector sean.deviin(cD-town.southold.ny.us 2285WestviewHouse Town Hall Annex ,fifirs '� 5 (� phone(6 765-1802 54375 Main Roadc '.� V� P.O.Box 1179 y N }i Southold, NY 11971-0959 ,� `i� e � Q.� 'e9u670 BUILDING DEPARTMENT TOWN OF S OUTHOLD CERTIIi+ICA'rION Date: ma�'�} 10 , Q W 5 Building Permit No. Owner: (Please print) Plumber: C NAO,e S Indem (Please print) 1 certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day,o 9`)��C9 20 _ � n+a+gnrN Notary Public, &/(Po IL County _ Io`a;q ° t:aaatoutpp+� 1 *pF SOUIyO�o # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST-/ REBAR [%4/RO UGH PLBG. [ ] UNDATION 2ND [ ] INSULATIOWCAULKING . [Vf FRAMING /STRAPPING [ ] FINAL [: ] FIREPLACE & .CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: �vt DATE 'YO INSPECTO ho�apF SOUTyO� ��� I TO1IVWOF SOUTHOLD BUILD NG DEPT. 631-765-1802 INSPECTION ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL RO GH [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i DATE INSPECTOR OF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. couffm 631-765-1802 o - INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f 6) I J l A-- ov-V DATE 'ti0 INSPECTOR Q/OaL)k,11 J 0f SOUTyOIo 01 I �!/11 WA -- # # TOWN OF SOUTHOLD BUILDING DEPT. o lm, 631-765-1802 - � INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) = ELECTRICAL (FINAL) [. ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: - YIL�� — AJP,12�_ a-A bwoel)wmr-mlo r4r t o V411 oo DATE INSPECTOR �: '� :�,� ;: -�`�� _�4 , , � . �\� .+ '1" ,; f /� . � � -�- �, ,� �. � � �,� � � � �, -R--�,. j y� ��wfA .� - s S & A • l kw © 3 4 7 u AN i i . FIELD INSPECTION REPORT DATE COMMENTS b 4 FOUNDATION (1ST) - --- O j - -- --------------------------------- FOUNDATION (2ND) z cn ROUGH FRAMING& �y PLUMBING J INSULATION PER N.Y. y ._.. STATE ENERGY CODE Q w L/ FINAL ADDITIONAL COMMENTS r 1 — z— 2 c• � o 1 " Z �S ro O y O b o�SUFFoc,��o TOWN OF S.OUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 76.lephone (631) 765:1802 Fax (631).765-9502:httus://www.southoldto= - ov :. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only .. PERMIT N0. Building Inspector:. O C-T 1 1.. ::2024 Applications and forms must be filled out in their entirety.'lncomplete applications will not be accepted..Where the.Applicant`is not the owner,any rj ;r��• <''' 'e Owner's Authorization form(Page 2)shall be completed. s> f{ Y Date:' October lkh 2024 OWNER(S)OF PROPERTY: Name:Jared lettieri scTlvr#'Z000- � 107.00-07:00-001.'001. :Project address: 2285 Westview Drive Mattituck:NY 11952 Phone#:631'-574-7450 En,an:'ared_ lettiericonstruction.com J MaiiingAddress: 170 Mill Road Westhampton,Beach NY 11978 CONTACT PERSON: Name:Jared Lettieri 'Mailing Address: 170 Mill:Road Westhampton Beach NY 11978 Phone#:631'=574-7450 Email-Jared@lettiericonstruction.com DESIGN PROFESSIONAL INFORMATION: Rayond Renault Name:. m - MailingAddress:PO-Box 284 Shelter Is1and:NY11964 •Phone#:631-721 '3443: :. :Email: raymondrenaultarchitect@:gmoil.com CONTRACTOR INFORMATION: Name::Lettieri Constructionlnc. :Mailing Address: .1.70 Mill-Road Westhampton Beach NY 11978 Phone#: :631-288-4808: : . Email: tom@lettieri.construction.com DESCRIPTION OF'PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration .®Repair ❑:Demolition'� bi.1/'' EstimatedCost of'Project. ._ D Other new roof,:replace windows/doors,replace siding,new kitchen and bathroom finishes. $200-,000. :Will the:lot be re-graded? ❑Yes-®No Will excess:fill be removed from premises? :❑:Yes ®No .: 1 sw PROPERTY INFORMATION Existing use of ro ert g y Intended Use of ` sing_. PAP r y.«Sln Ie family residence: : property:Slflgl2 fare. y,reSIC).erice Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to resl i nMa �� _- - - .... this property?..❑Yes ©No IF YES,PROVIDE A COPY. ... '19 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 210AS of the New York State Penal Law. A lication submitted B Jared Lettlerl pp _ By(print name): .'DAuthorized Agent . BOwner. . g plc 11it,. .. Date: 10/11'12024,... .. S natur STATE OF NEW.YORK) SS: :.CO.UNTYOF..Suffolk, ).: ::Jared Lettien. ':.being duly-sworn, deposes and says that(s)he is the'applicant (Name:of individual signing contract)above named, - (S)he•is the Owner.:: (Contractor,A ent Gor orate Officer,etc. of said owner or owners,and is.dul.y 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'applicatioh file'therewith. Sworn:before me this 1 October : :24 day of . , 20: . N.Q AP.�abl'c: . . N6lhteen Kc Hann11 Notary Public-.Seale cf No*VWk:'.' . : :.NO.01HA4B990551 PROPERTY OWNER AUTHORIZATION ° a,eulie In Sulfotk count' CommiseionF.gplresO6�� (Wherethe applicant is not the owner) I, residing at do hereby authorize to apply on,: my behalf to the Town of-Southold Building Department for.approval as described herein. Owner's Signature Date. Print Owner's Name, 2 . o�clrfOL�'��G . BUILDING DEPARTMENT-Electrical Inspector y TOWN OF SOUTHOLD :H Town Hatl Annex- 54375 Main Road - PO Box 1179 o - Southold; New York 11971-0959 A. a0� Telephone (631)765-1802 FAX (631) 765-9502 iameshOlsoutholdtownnv.4ov-- seandOsoutholdtownnv.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12/11/24 Company Name: Esco Electric LLC- . Electrician's Name: Esad Bojadzic License No.: 43646ME Elec:email:esco@esco-electric.com Elec. Phone No: (631)728-3830 ❑1 request an email copy of Certificate of Compliance Elec.Address.: 15 Wakefield Road, Hampton Bays, NY 11946 JOB SITE INFORMATION (All Information Required) Name: Jared Lettien Address: 2285 Westview Drive, Mattituck, NY 11952 Cross'Street: Grand Avenue Phone No.: (631)574-7450 Bldg.Permit#: 51460 email�jared@lettiericonstruction.com Tax Map District: 1000 Section:107.00 Block: 07.00 Lot:001.001 . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE(Please Print Clearly): �. Replace all switches, outlets, and recess lighting Square Footage: 2800. Circle All That Apply: Is job read for inspection?: S P I Z. 2� ! Y p �✓ YES NO O✓ Rough In Final Do you need a Temp Certificate?: YES 0 NO- Issued On Temp Information: (AII information required). Service Size Q1 Ph03 Ph. Size: A #Meters Old Meter# []New ServiceOFire ReconnectOFlood Reconnect OService ReconnectOUnderground[:]Overhead #.Underground.Laterals 1 . 2 H.Frame Pole WorKdone on Service?. Y N Additional Information: PAYMENT DUE WITH APPLICATION � 1 ' 5 8'-3 I�� �.Iq l�r� i A�volFFOLdI'e�ri BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD C z Town Hall Annex- 54375 Main Road - PO Box 1179 a �q, Southold, New York 11971-0959 �► O 4� Telephone (631)765-1802 - FAX (631) 765-9502 iamesh@southoldtownny.gov— seand(a7southoldtownny.clov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12/11/24 Company Name: Esco Electric LLC Electrician's Name: Esad Bojadzic License No.: 43646ME Elec.email:esco@esco-electric.com. Elec. Phone No: (631)728-3830 ❑I request an email copy of Certificate of Compliance Elec.Address.: 15 Wakefield Road, Hampton Bays, NY 11946 JOB SITE INFORMATION (All Information Required) Name: Jared Lettieri Address: 2285 Westview Drive, Mattituck, NY 11952 Cross Street: Grand Avenue Phone No.: (631)574-7450 Bldg.Permit#: 51460 email:jared@lettiericonstruction.com Tax Map District: 1000 Section:107.00 Block: 07.00 Lot:001.001 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Replace all switches, outlets, and recess lighting Square Footage: 12800 Circle All That Apply: / K S P 1 Z �3 Is job ready for inspection?: YES 0 NO 21 Rough In Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood ReconnectOService Reconnect[:]Underground❑Overhead #Underground Laterals M 1 2 n H Frame Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION 12f 12/z� Pat"011 �� P/0 ky G� 67 e3 V -4+5 114 PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc , Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments BUILDING DEPARTMENT- Electrical Inspector �oy 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 " 4�a ` lamesh(cr�southoldtownny.gov -- seand(aD-southoldtownny•gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: SC© c 64rcc_ Electrician's Name: L0 License No.: Elec. email: 5Gp—ad CC , �C-0(iYt, Elec. Phone No: 6-71 ��� �g 3 0 ❑I request an email copy of Certificate of Compliance EIec. Address.: 90 C i JOB SITE INFORMATION (All Information Required) Name: �lL�h'( r Address: &dj /.JJes u;� r• Aa fC -Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: p D Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? F1 Y ON Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# A �� (, a, UG`l�w 0(, Address: �� Switches Outlets GFI's Surface Sconces %f H H's UC Lts Fridge HW POOL Fans ._ l Mini Fr. WAD t aod Panel Pump Exhaust = Oven Sump Heater Smokes = DW t Generator I TrnsfmrSalt Gen. Carbon Micro = GrbDis Water Bond Lights Heat 1 Pucks ERV Inst Hot DeHum Transfer 1 HOT TUB/SPA Disc Combo Cooktop = Minisplit = Blower AC AH Hood = i Blower Service Amps --Jo O Have Used Sub Amps Have Used Comments SURVEY OFPROPEjRTY e� SITUATE MATTITUC'K TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. SURVEYED JUN. 6, 2024 J N� D SICTM: 0 v 1000 - 107o00 - 07, 00 - 01,, 001 2285 WESTVIEW DR, MATTITUCK, NY, 119520 o LOT AREA rAg 22346. 28 S. F. K6. 513 ACR ;KS ) o CERTIFIED TO: cV�u Advantage Title Title 24—as-60976 Jared Lettieri and Leah Lettieri 1st Priority Mortgage, inc., its successors and/ or assigns, as their interests may appear Ln 4 Ln 7-3 ux y 4 B Uj CIF N E w p IL 0, C14 U5ozo 3� �o LAND S STANDARD NOTES: c "'CFiA.L WICKS LAND SU';'VEYING ^ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED It:I�A c,ri C� ADDITION T THIS SURVEY MAP BEARING A OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. YOP'' S `:SAL IL' A VIOLATIO! OF SECTION 7209, �5) Ew' Y,,;K STATE EDuc,,TlOr LAW �� MIC'HAEL K WICKS% P.h.S. # K)39�) '� '>,JF'u C:" '.1A7'S '41TI I THE SUF'/CYOR'S EMBOSSED SEAL WELL �' COPIES OFTHE:: SURVEYOR'S ORIGINAL a UTIL Q THI", ` t UN A;Y `::',jRVEY V.,VP SIGNIFY THAT THE MAP PULE a MICHAEL WicKs A," CC`<'_:c.r! :'t WI-I�; THE C Rh':-fJT EXISTING CODE OF MUR. �� � J-', (:Y'; ",D >PT :O UY THE ';CW YORK STATE �1�. SAND SURVEYING ;`�-`» )P�x-! LAN i SURVEYOR':, INC THE CERTIFICATION IS '� ry �/ -� -r P 'J,h t.^ THE BOUNDARY SURVEY MAP IS PREPARED S/ �(�Y r ,/�0ss jl`T 'N`f `U _rN GG'dC 'f41MENTAL ',GENCY, AND TO THE l( 35- 3 7 P; ,'if . . L1=Tt ON THIS C)UNDARY ';URVEY MAP 15 FROWEIN RD — pSUITE, E2 2 r F?E f, A;t NOT TRANSFE='ABLE. WE, CENTER MORICHES," NEW YORK »934 1' > , N �� V Ii W ■ R V�IC � 631��374PK11�6 �r7! n f ++ .� Y/iM ROVEMEf ?" OR ENCROACHMENTS ARE �p,\ ; OrTFfd !v1U`T ^E ESTIM,�.TED IF ANY UNDERGROUND41 h^ '• {.' I �. CHMFNTS EXIST 0:; A 'L SHOWN THE 2�2�12(1.uj'iCl�slandsu7°veying►.C��7rL o ^CA7'-jV.7N T S ARE NO? COVERED DY THIS SURVEY. RECORDS 9F RICHARD C. DRAKE CL F )ItdCt;�iCf'I`_" ) Si TOWN HEREOI'J FROM THE STRUCTURES TO ?I+F: A?F { "? A SPECIFIC PURF'OSE AND USE AND THEREFORE SCALES SURVEYED BY: DRAWN BY: SHEET: HL E_KECIION OF =ENCES, RETAINING WALLS: .�P:[ING A`;, ADDITIONS T O c:,IJILDINGS, AND ANY OTHER ss ro 1 =30 M.W. J.W.W. 1 OF 1 TABLE R301.20) Renovations to: CLIMATIC-AND 6E06RAPHIC PM16N CRITERIA f � vet CYO ® WIND DESIGN 5UB.lEGT TO DAMAGE FROM� GROUND SEISMIC WINTER ICE BARRIER AIR MEAN T _ `NOri DESIGN DESIGN UNDERLAYMENT FLOOD FREPZIN6 ANNUAL Q �+p' � � Letteato,,,61"Li �� SPEED TOPFECTS IC- SPECIAL WIND WIND-BORNE CATA60RY WEATHERING FR05TLINE TERMITE TEMP REQUIRED H��r INDEX TEMP W C (MPH) EFFECTS REGION DEBRIS ZONE DEPTH .y a 0 " • • • �� (- 20 130 NO NO YES B SEVERE 3'-0" YES 10F YES NO 1500 60FT� 2285 West-view Drive Mattituck, NY v'`� s, PLUMBER CERTIFICATION 12'-10" - LU .BI�, ON LEAD CONTENT BEFORE 1' 811 fit.! PLUMeiNG WASTE CERTIFICATE OF OCCUPANCY 26' 25'-8° RE &WATER LINES NEED -_ SOLDER USED IN WATER # 006 „ TSSTING BEFQ ,COV.E.RING 3-3 11 -6 11 -3 3-9 18-2 3-9„ SUPPLY SYSTEM CANNOT ELIFD 3068 XR # 007 EXCEED 2110 OF 1% LEAD. ELCA 2935 2W WIND.# PRODUCT CODE ROUGHT OPENING Scope of 'Work. 32"x 80" # 001 ELCA 2935 2W R.O.: W: 57 X H: 35 5/8 Remove existing sheetrock and replace with 5/8" sheetrock throughout LDOOR # 002 ELCAP 5763 R.O.: W: 57 X H: 63 5/8 second floor except bedroom 1 & 2 and attic area. 6'-6" Remove existing sheetrock from first floor and garage. Replace with 5/8" ,� BATH T-1o" # 003 ELSPD 8068 OX R.O.: W: 96 X H: 82 1/2 moisture resistant sheetrock throughout. $; RM. # 004 ELCAP 5763 R.O.: W: 57 X H: 63 5l8 Existing insulation to remain, R21 in ceilings and R19 in sidewalls. # 002 # 003 # 004 0 # 00 ELIFD XR R.O.: W: 37 5116 X H: 82 1l2 # 007 ELCA 2935935 2W R.O.: W: 57 X H: 35 5/8 Install sound deadening insulation between 1st floor and 2nd floor and ® ELCAP 5763 ELSPD 8068 OX ELCAP 5763 all interior walls. Replace existing high hats with energy efficient LED high hats YNt ----- 30"SH. New 2,_1 ,1 DO shower throughout 1st floor and 2nd floor except bedroom 1& 2. Supply and Install new interior doors throughout. ELECTRICAL 77 Added to MUD. RM. Replace existing windows and doors with new Marvin Elevate energy INSPECTION REQtJ - -11- Existing efficient windows and doors. IREC 2'-11" 1 11 Bathroom Supply and Install new 3" White Oak throughout 2nd floor. 9"81' �' Remove existing flooring from lst floor and replace with vinyl plank o REMOVE EXISTING SHEETROCK AND 3„ flooring throughout. REPLACE WITH 8 MOISTURE RESISTANT 11 11 Supply and Install new baseboard and casing throughout. 36 x o P COMPLY WITH ALL COD *� w SHEETROCK THROUGHOUT FIRST LEVEL �cK� I 4'-5�" EXT. OOR Replace the in all bathrooms. � .� DOOR Supply and Install new kitchen and counter tops. NEW YORK STATE&TOWN C .)t h` 3„ 36"X80" 3„ AS REOUIREID AND TOWNI I , 8 DO R - _ � Repaint interior and exterior. - -,.> Supply and Install new overhead garage door. 0 ,_, C,$ ' 1 „ SOLTHOLD t0 'N zBA S)MILD N!N PLANNiI u :: 1 STORAGE AREA P - -2 L 216 i ti nr S)MO OWN TRUSTE Fire separation 'P 0 D AS ® EO N.YS.D ' I 1, SO �OLDHPCa 0-8 OA D.P. required as per SCH ' 1,1 NYS Code B`h. ' �$f 2-5- I NOT BUILDING DEPARTMENTAT - 4 ' 631-765.1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: ` } 1. FOUNDATION-TWO REQUIRED 36"X 80" FOR POURED CONCRETE OCCUPANCY OR �/ 50-6" D R PncKcr 50-6"i 2. ROUGH-FRAMING&PLUMBING USE I� UNLAWFUL I 18-4' 3. INSULATION 4. FINAL-CONSTRUCTION MUST ; . ' " LAUNDRY I BE COMPLETE FOR C.O. WITHOUT CERTIFICA i „ 8'_0� l 41 -6 —� ALL CONSTRUCTION SHALL MEET THE 'ry -3_„ �I REQUIREMENTS OF THE CODES OF NEW ' OF OCCUPANCY 12 10 1 Ono I YORK STATE. NOT RESPONSIBLE FOR DESIGN CDR CONSTRUCT fON ERRORS , I 36"X 80" DOOR I " I GARAGE 4" VENT THRU ROOF Existing to Remain I Roof i NEW 2X4 WALLS 4'-10' r Bathroom Master Bathroom _ Powder Room Kitchen NON LOAD BEARING I� _ _ _ — 18'-02" l— 1 _ - - _ — _ - - r — - - - T r - - _ - - MECHANICAL r 12" 1 ,1 11 2 1 I 2"� 12-8" 1 12 I 11 2 12 1 2 I 1 1SINK 1 SINK SINK 1 SINK rSINK11011 211 ` 9' t0F__i2_A-_ Tub Shower Second Floor " 2" 1 ' 2" 3, 2' 3' 211 31 t , 311 30 �� � ? 'TT Bathroom e ; 14' 12'-4" 10' 15'-4" — — _ T r 51'-8" I SINK 1 WG• Washer 1:2 Shower First Floor /0000 ; : First Floor Plan 3 2 r ,•fir h; 1/4 = 1 -0 2 > 0.0 4i 11 1 II Fresh Air Intake ® ' Area = 2115 SF { EHGI Mousetrap a F; To Exist.Approved j 5GHD5 Sanitary 5 stem r Additional CertifiCatiOn ,Y May Be Required. ; Plumbing Schematic ®� 1/4"= 1'-0" _ �%1'IC� #r v�ti �4 of a ` J'- LJI �1'-8rr 26' 25'-8" —3'-3" '-9,r ,_3„ 5' 1,_8„ ,_62„ ,_1„ rr 5,_1r, of5r_1„ „ ,_62„ 11_8„ E SPD 160 0 OXXO I- - w i ew 5 1/2" 11 7/8"A .B. 2Ae WIND.# PRODUCT CODE ROUGHT OPENING d M w Q # 101 ELDH 3648 R.O.: W: 36 1/2 X H: 48 1/4 w Q 71- Oil # 102 ELDH 3648 2W R.O.: W: 72 X H: 48 1/4 ' U # 103 ELDH 3648 R.O.: W: 36 1/2 X H: 48 114 # 111 w # 104 ELDH 3648 R.O.: W: 36 1/2 X H: 48 1/4 # 108 # 109 # 110 EL , # 112 # 113 # 105 ELDH 3648 R.O.: W: 36 1/2 X H: 48 1/4 ` ELCA 3363 E ELCAP 5763 ELCA 3363 E 17 63 E "�496 _ -CA LIVING # 106 ELCA 3363 E R.O.: W: 33 X H: 63 5/8 1763 RM. # 107 ELCA 3363 E R.O.: W: 33 X H: 63 5/8 " 4 15, # 108 ELCA 3363 E R.O.: W: 33 X H: 63 5/8 ' M New 5 1/2"x 11 7/8 A P B. 2.11e # 109 ELCAP 5763 R.O.: W: 57 X H: 63 5/8 o M # 110 ELCA 3363 E R.O.: W: 33 X H: 63 5/8 Q New Bathtub REMOVE EXISTING SHEETROCK AND # 111 ELCA 1763 R.O.: W: 17 X H: 63 518 w 1 REPLACED WITH 5 THROUGHOUT # 112 ELCAP 4963 R.O.: W: 49 X H: 63 5/8 MASTER EXCEPT WHERE NOTED 7,_2„ # 113 ELCA 1763 R.O.: W: 17 X H: 63 5/8 BR. 9'-1- Y & ; MASTER g # 114 ELCA 3771 ET R.O.:W: 37 X H: 71 5/8 # 115 ELSPD 16080 OXXO R.O.: W: 190 X H: 96 1 , BATH # 116 ELCA 3771 ET R.O.: W: 37 X H: 71 5/8 �00 # 117 # 117 ELCA 2159 R.O.: W: 21 X H: 59 5/8 Z 3" WIDE OAK FLOOR THROUGHTOUT _LCA 2159 , 50-6" # 118 ELCAP 7359 T R.O.: W: 73 X H: 59 518 7„ 1 -9 # 119 ELCA 2159 R.O.: W: 21 X H: 59 5/8 ' 1 6-108 NEW TIL . FLOOR # 120 ELCA 2563 R.O.: W: 25 X H: 63 5/8 ?� 1 qN J, kill E v„,_ 7 3 # 121 ELCAP 5763 R.O.: W: 57 X H: 63 5/8 ' 3r x 80" 40-8" ..^ PACKET 30"SH. 30"W. . # 122 ELCA 2563 R.O.: W: 25 X H: 63 5/8 w _ DOOR DOOR DOOf2 'i:�z cM LO nr. M pp M O M 6'-1, �r_2" r y� II` '-0-" Q �w U 3 w 1 New 2'-6"x 6'-8" 3'-6' OPEN RAILING 10-8 1 �32"X 80" ui 3 2"X 80" dinsulate and !PSI SHOWER door MASTER CLOSET S 0AGE 119 30"x 80 -- -A rl DN EL A 2159 . ' 0 FOYER See Kitchen Shop (2)32-x80• CLOSET —— Drawings q r BATH 28,X$o. DOOR - 12'110" NEW TILE FLOG OOR 3"x80" AND TUB WALLS 3r, 144 4 NEW 2X4 WALLS NON LOAD BEARING 3,_8„ KIT HEN 3° a 1 ,1 32"x80" NEW TCHEN ABINETRY R CO OOR"xeo� 36"X80" #z PW FOYER AND C i)UNTETOPS MR CLOSET RM. = 531, F44 '-6„ o 4 � w J EXISTING °R o"X8�" o DW Sink SHEETROCK TO REMAIN 2 2 R.O.:W: 5'- 10" New 5 1/2"x 11 7/8"A.P.B. 2.1e # 122 V 120 12-8" E C 2563 LCA 2 6 BR. BR. # 1 #2 # 121 ELCAP 5763 , 11 -611 EXISTING 13'-8 9-10" , ° SHEETROCK TO REMAIN m o # 104 # 103 „ - ' 11 -8 w , New 51/2"x 11 7/8"A.P.B. 2.1e ELDH 3648 ELDH 3648 Z4' UzZA r, E_DH 3648 W , „ , r , „ , „ � "" , -^ 3-6 7 3-6 -2 — - 7-8 7-8 .. ., 14' -4" 10' 15'-4" 51'-8" �.:.'� ' Second Floor is 1/,err= 1r-0, X Area = 2145 SF 44 _ , Y, v ,ry 1. . 4A 9 '. .,', . w q , 26' 25'-8" r--------------------------------------------------------------� I I I i I f I I I I I i I I I I I I I I I sa _ I I I I , --------------------------------------------- I I , i I I I I I I I I I I I I I I I I I I . \ 50-6" -911 I 40-8" '-988' I I 7'-2" UNCONDITIONED 10-8" ATTIC SPACE �3-6" 6'-6" i Y J a 1 -9,9 �a T 3'-2�� J I I S -U :A E A-TV,' I I I CEILING HEIGHT 4 — i 31-411 71-011 S-2„ i Ae,VC I I I I I I I I I I I w1 I I I I I 1 '1 as a I I I I I I I I I I I I I I I I I I I ----------------------— 6 18—4" I i I I I I I r� jI �--------------------------------------� M � I I I I I I 9'- 0" I Meo. ; L-————————————————————————————————— I i I I ----------------------------- ' 14' 12'-4" 10, 15'-4" .= 8 1'-8" 44, Attic Floor a, ,t J'L 4 New Asphalt Shingle Roof, © �; ' "� T s uJ Min. 285# Installed as Per & o • `" r Manuf, for High Wind Region ® New Asphalt Shingle Roof, y Min. 285#Installed as Per Manuf. for High Wind Region New Marvin Elevate Series Windows New Marvin Elevate Series Windows New Cedar Perfection Siding 9r .1:: :::'.r.::. .......... ... ._.............. _... 1 Fu aa. Exist. Grade Exist. Grade Exist. Grade Front Elevation ;4 4, 1/4"= 1'-0" Exist. Grade ' Left Elevation Mew Asphalt Shingle n. 285# Installed as Roof,Per Manuf. for High Wind Region . 7 t lk New Asphalt Shingle Roof, Min. 285#Installed as Per ... .A� Manuf. for High Wind Region �. New Marvin Elevate Series Doors and Windows New Cedar Perfection Siding New Marvin Elevate Series Windows ; a New Cedar Existing Deck to Perfection Siding Remain Existing Deck to 4 D Remain .� Ll '40t F 4 LL: ,; :0 vUS E, D E Replace Existing 4 Overhead Door �E . ...- Rear Elevation a Right Elevation " q 1/4"= 1'-0" ieg 1/4"= 1'-01, (REQUIRED AT EACH BUILDING ,fO WOOD FRAME CON5TRU(;TION MANUAL FOR ONE 4 TWO FAMILY DWELLINGS NAILING AND HOLD DOWN (REQUIRED AT EACH OVERHEAD 6ARA6E DOOR ANCHOR BOLT c r r TABLE (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW 2�,�t� r2•M/ (REQUIRED FOR ALL NENTCYJ1d GTION AND/OR NEW A(T 14A W z NAILING NOTE 1 SECOND FLOOR (] .. .. s W '. ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR (REQUIRED FOR ALL NEW GONSTRUGTION AND SECOND FLOOF2 5PACIN CORNER / a � NUMBER NUMBER '51MP5ON' EQUIVALENT - C520 (COILED STRAP) ALL DESCRIPTION OF BUILDING COMMON BOX NAIL COIL STRAPPING TO HAVE MINIMUM 12" BEARING ON ADJUSTABLE 3'-0"o.c.(1-3 story) 1�`"min. Ys/ 0� WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS ROOF PER MANUF. SPECIFICATIONS) ALL STRAPPING TO BED SPACED AT Moll O.G. ALL CONNEGTOR5 IN CONTACT W/ RAFTER TO TOP PLATE (TOE 3-5 3-10 PER ROO `SIMPSON' '51MP5oN' P/T WOOD SHALL BE FINISHED IN ZMAX, POST HOT-DIP RIDG 0 0 CEILING J015T TO TOP PLATE (TOE- 3-8 3-10 PER GALVANIZED OR STAINLESS STEEL. RAFT= BOARD/BE SIMPSON ._ 2-160 SIMPSON' °• ---2-16D -o CEILING JOIST TO PARALLEL RAFTER (FACE- 6-16 b-4 EACH AT RAFTER TO RIDGE BOARD NAILS a b" NAILS a 6" a FOR FULL FOR FULL to iv CEILING JOIST LAPS OVER PARTITION (PAGE- b-16 6-4 EACH FOR RIDGE (3)SD COMMON AT EACH END OF COLLAR OF OF FOR ALT.COLLAR (3) 10D COMMON NAILS AT EACH BLoucIN COLLAR TIE TO RAFTER (FACE- 2-10 2-12 PER a ENDWALL II LVL see A ° AT RAFTER TO RIDGE BEAM n BLOCKING TO RAFTER ClOE- 2-S 2-16 EACH FOR (10) 10D COMMON NAILS AT RIM BOARD TO RAFTER (END- 2-16 3-16 EACH J015T J5TABLE (5) 10D COMMON NAILS AT ° � 1/4"x Width of LVL Steel -"SIMPSON" •' plate 3"50.x 5/16" L55U2S NOTE:FOR CATHEDRAL CEILING ROO b END NUT SETUP _ WALL AT SLOPING RAFTERS OR RAFTER TO ° w HEADER CONNECTIONS PROVIDE ILIN RAFTS TOP PLATE TO TOP PLATE (FACE- 2-16 2-16 PER IN ADDITPSONION "L55U2b°ADJUSTABLE HANGER c J01 IN ADDITION 5U STRAPPING a RIDGE. JOIS 5IMF50N' / DOUBLE SILL -� 0 SECOND FLOOR TO OR G�IE FOR SLAB O TOP PLATES AT INTERSECTIONS (FACE- 4-16 5-16 JOINTS- EACH Roo SIMPSON' STUD TO STUD (FACE- 2-16 2-16 24" R 5/s"VIA. AT RAFTER TO TOP PLATE TO STUD TUP GEILIN BOLTSA All HEADER TO HEADER (FACE- 16 16 16" o.c. ALONG (5) SD COMMON NAILS AT EACH END OF `�015 FIRST FLOOR POURE ffum BY (REQUIRED FOR ALL NEVI CONSTRUCTION AND FIRST FLOOR CONGRET y £ TOP PLATE OR BOTTOM 2-16 2-4 PER 2"x4" "SIMPSON" FouNDATlO 4) STUD (END- 3-16 3-4 PER 2"xb" ruL 9 :. 4-16 4-4 PER 2"x8" NOTE SECTIO BOTTOM PLATE TO FLOOR JOIST, 1 1 'SIMPSON' NOTES ALL CLIPS 6 5TRAF5 CAN BE STUD 2-16 ' 2-16 PER FROM EfTHER ALL EXTERIOR OR ENDJOIST OR BLOCKING (PAGE- INTERIOR,BUT NOT A COMBINATION OF O \ 1.USE 5/5"DIA.ANCHOR BOLTS W/MINIMUM'1"EMBEDMENT 4' SIMPSON' -- 2-16D CONCRETE W/5"5QUARE X 5/16"WASHER5 AND END NUT FLOOR AT STUD TO FLOOR NAILS a 6" 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR TO STUD (As per table FOR FULL JOIST TO 51LL, TOP PLATE OR GIRDER (TOE- 4-8 4-10 PER (ONLY APPLICABLE FOR TWO-5TORY OF HOLD DOWNS FOR 'SIMP50 B�`IN ®ENDYVALL 3.ONE ANCHOR BOLT 15 TO BE LOCATED BE TEEN 6" BRIDGING TO JOIST (TOE- 2-8 2-10 EACH FOR (4) SD COMMON MT5 12"MAXIMUM FROM ENDS AND BLOCKING TO J015T (TOE- 2-5 2-10 EACH AT EACH END OF SHOE BLOCKING TO SILL OR TOP PLATE (TOE- 3-16 4-16 EACH suBFLR FOR (14) 10D COMMON ° a BLOCKING AT LEDGER STRIP TO BEAM' (FACE- 3-16 4-16 EACH STRAP FOR EACH RIM FLOO ° (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW JOIST ON LEDGER TO BEAM (TOE- 3-8 3-10 PER ( STRAPS Jo15 a. RIDG BAND J015T TO J015T (END- 3-16 4-16 PER TOP • BACK a s2 BAND J015T TO SILL OR TOP PLATE(TOE- 2-16 3-16 PER FOR SECOND SHEATHING TO a µ ADDITION FIRST b 5E0OND FLOOR STUDS BY MIN. 'T/8"VIA.THREADED ROD ROOF ALL STRAPPIN6,ANCHORS,HOLD 12 1/2"INTO CONCRETE W/BIMPSON' ATTI STRUCTURAL 8 8 b EDGE / 12 MADHESIVES ATURE50 BE INSTALLED A5 (HIGH STRENGTH EPDXY ADHESIVE)d " " TEMPERATURES(O DEG.TO 40 DE6 F) T 51MPSON'AT(HIGH STRENGTH ACRYLIC � "{� STRUCTURAL PANELS GABLE RAKE 8 8 4" DIAGONAL BOARD o MOTE W Vx6" or 2-8 2-10 PER NAILING 4 STRAPPING ALL STRAPPING TO BE 1 1/4"X20 GAUGE , 1"x1O"or 3-6 3-10 PER EXTERIOR WINDOW / DOOR 'SIMP50N' EQUIVALENT - 0520 (COILED FIRST a SECOND SHOE (ALL STRAPPING SHALL BE INSTALLED PRIOR TO CEILING AT STUD TO FLOOR SURFER (REQUIRED FOR ALL NEW GONSTRUGTION AND/OR NEW GYPSUM 5d 5d �" EDGE/ 10" TO SILL PLATE RIM FLOO FOR (4) SD COMMON JO15 NAILING SCHEDULE (WOOD FRAME CONSTRUCTION BLOCKING 2 WALL AT EACH END OF BACK a 4b' ROUGH OPENING REQUIREMENTS FOR WINDOW .� WRAP STRAPPING UNDER SILL EXCEPTION: STRUCTURAL 8 10 6" EDGE/ 12" SILL Notati WHEN AN ATTIC,FLOOR OR GELLING DIAPHRAGM 15 USED TO Roug A B G D E F E3RIS ACESED HE GAB G 15LE END0 REQUIRED. A HIP ROOF SYSTEM FIBERBOARD a • • • " a • Openin 6 3" EDGE /6" 2'- 2 (') ' A NAIL SPACING FOR 5HEATHINO @ PRE55URE 2-" 8 8 3" EDGE /6" • a 4'- 4 (,) 2 2 2 2 GYPSUM 5d 5d T' EDGE/ 10" 6'- 6 (2)2X4 or(1) 3 3 3 3 D A ZONE ZONE ZONE ZONE HARDBOA 8 8 b" EDGE / 12" 8'— 5 (2)2X4 or(1) 3 3 3 3 FIEL a• 12" 3" 4• PARTICLEBOARD 8 8 6" EDGE / 12" 101- 1 (2) 4 4 4 4 PANEL 4" b" 3° 3" DIAGONAL BOARD AT 121- 12 (2) s s 5 s B 1"xb" or 2-8 2-10 PER TO 51LLDPLATE TO OOR �IPMPSO Notation G E — -- — — y 1"x10" or 3-8 3-10 PER (SLAB ON GRADE AND/OR GARAGE WALL A NUMBER OF SD NAIL5 AT EACH END OF 9 FLOOR FOR (4) SD COMMON • B NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO AT EACH END OF • a A © Q G NUMBER OF FULL HEIGHT KING STUDS AT EACH BIDE OF STRUCTURAL „ WRAP STRAPPING UNDER SILL e r ••a F O 01 1 OR 8 10 6 EDGE / 12 D 10, NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING STUD TO FOR 5P4 (6) SD COMMON OF HEADER AT EACH A A GREATER THAN 10 16 b EDGE/6 AT EACH SIDE OF WRAP STRAPPING UNDER SILL a E. NUMBER OF JACK STUDS AT EACH END OF HEADERS(ASSUME DOUBLE ® ® O O ® ® ® ® O O DIAGONAL BOARD F NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK �y 1"xb"or 2-8 2-10 PER END SEGTIO END OF SILL(5)AT EACH SIDE(DOES NOT APPLY TO ''r `r 1"x10" or 3-5 3-10 PER 1 A y 4:r7q . (Required for 911 New 'siwMi4E' ii 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b INCHES ON-CENTER SPLICING OF TOP EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO and/or New TYPICAL EXTERIOR WALL SHEAR GAPAGI'1'IES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE y�FLOOR „�„ Q © 01 03 © 01 03 Q �3 ALTERNATE CONNECTORS, SUCH A5 SHEAR PLATES, SHALL BE USED TO MAINTAIN THE 3/4"5UB FLOOR GLUED a TOP PLATE SPLK.E TOP PLATE SPLICE GABLE =�1 HIP '4 2. WHEN WALL 5HE:ATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED BLOCKIN 2x FL.JT5 5EE ONE STORY SLAB ON ALL OTHER NOTE SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL IN5UL.AS PER A=4 FEET IN ALL ,I 3. WRRI51ON R.EET15TANT 11 GAGE ROOFING NAILS AND 16 GAUGE STAPLES ARE 5TRAPPIN NAILING REQUIREMENT5 ARE FOR 120-MPH 3-SEC, 1 CHECK THE IBC. FOR ADDITIONAL (4)SD COMMON NAILS e 6u5T. EA.END OF5TRAP(BY RATIO LIMr15=H/L<3_ Buildin Minimu 1,2 Buildin Minimu 1.2 SPACING 15 BASED ON 1/2"5HEATHING 6 80 COMMON I�',, SIMPSON) Dimension 5piice Length Dimension Splice Length ► . ,' PLYWOOD NOT TABLE JOIST HANGER BY 5HOM FOR CLARITY 12- 3'- 12- 2- WIND-BORNE DEBRIS PROTECTION ''' '. 50LV BLOCKING 4•- 16'- 3- SCHEDULE FOR WOOD 5TRUCTURAL a b` ��,1�. ® zi SOFFIT MATERIAL A5 PER a SEAMS 20- 5'- 20- 4'- I it lat Continuous FASTENER , lateral brace at 6'o.c. Truss or Ceiiing Joist STRAPPIN (4)50 COMMON NAIL5 a EA.END = OF STRAP OR H2 CONNECTOR 24'- b'- 24'- 4'- Gable End Trus (BY SIMPSON) 28'- i'-0 28'- 5'- FASTENER P4 EL �P6ANEL P�EL 2-10d Nails PLYWOOD 32'- $- 32'- 6- SEE EXTERIOR WALL SHEATHING SEE FLOOR N�GO®11G00 G. 30'- q,-0 301- 7-0 2 1i2" 0-8d Nails CANTILEVER DETAIL ID6E 6 FIELD. WOOD 16 12 F' 40'— 1 r-0 40'— s•- ; r'.0'- 13'O 501- 101- 2D u 1 b 16 12 TYPICAL EXTERIOR WALL HOLD DOWN SEE 5d Cooler Nails at 10"o.c. ' (W10D COMMON SHEET .m .; Y SEE FLOOR DETAILS THIS o0'- 16'-0 h0— 12'-0 FOR 51:1 INCH=25.4 mm,1 FOOT=304.8 mm,1 POUND= � NAILS a EA END OF 70'- 14-0 70'- 14•-0 1 MILE PER HOUR=1.609 1 � _ OVERLAP NEW SHEATHING A THIS TABLE 15 BASED ON 110 MPH WIND SPEEDS AND A 33-FOOT t 2'tl(4"Block nailed to each STRAP(BY SIMPSON) HEIGHT S� a OVER EXISTING STRUCTURE SO- 22'- QJO'- 16'-0 B.FA57ENER5 SHALL BE INSTALLED AT OPP051N6 ENDS OF NEW 2ND i? A5 SHOWN.PROVIDE STRUCTURAL 1' '1 brace with 4-10d nails iv To G.NAILS SHALL BE tOd COMMON OR 12d STRAPPING A5 PER p W K DETAILS THIS SF+T. NOTE D.TY4H SGREW5 ARE ATTACHED TO MASONRY/STUCCO,THEY Gypsum Boar v Splice . ,. - 20 Gage Strap C 1.5HEATHING A5 PART OF SHEARWALL SEGMENT WHERE NOTED 3 5d Cooler Nails at 7"O.C, g p �(- uT1LIZNG VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM WITHDRAl^!EL ,) FLOOR PLAN,SHALL BE CONTINUOUS FROM SILL TO TOP 1.Tabulated splice WOOD 5TRUCTUR.AL PANELS WITH A MINIMUM THICKNESS /1 "(11.1mm)AND 10-8d Nails C7 p'ce lengths assume top CAPACITY OF 4qo , , W ADEQUATELY BLACKED AT plate-to-top plate connectionusing 2-16d MAXIMUM SPAN OF 5 FEET(2455 mm).PANELS SHALL BE PRECUT TO z nails per foot.For shorter splice lengths, Endwall Studs o 2.HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE the nail spacingshall be reduced in order GLZFD OPENINGS wrrH ATTACHMENT HARDWARE PROVIDE. REMOVE EXI5TING BE PROVIDED IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE iv THIS SHEET. to provide an equivalent number of nails. EX15TINO FIRST 5HEATHNG 2•-0"BELOW AC RESIST THE COMPONENTS AND GL Af7DING LOADS FLOOR NEW 2ND STORY 3.REFER TO NAILN6 AND 5TTRAPPING DETAILS TH15 SHEET TO 2.Tabulated Splice lengths assume a mean ACCORDANCE WITH THE PROVI510N5 BUILDING CODE OF NEW - CONSTRUCTION. roof height of 33 feet.For mean roof 0pNTIN0005 LOAD heights of 15 feet or less,the tabulated STATE PANELS ARE TO BE 5TORED ON 5RE AND NUMBERED values shall bepennitted to be multiplied GORRESPONDNG by O.SO. CEILING BRACING GABLE LOAD PATH/ FRAMING 5HEAR MALL 5E5. DETAIL ' � - __ __ __ � . . ..­1_­­1_­_-T­--_­ I �­� I _;�.�=­� 1. - - I I 11 . �,C, * ... I I . 9E5 AND CARPORTS , . O\k 0 R301.2.12 FRCTEC11ON OF i7ENN65. 5E(,TION R30q(5ARAC R3115.1 Ndth.Stairways shall not be less than 36 inches N14 mm)in clear width at all points All wood in contact with the grouril,embedded in concrete in direct contact with the round or 1.Perforated sheet metal plates not less than 0.010 inch(1.5 mm)thick.2.Expanded sheet lc*- .. .,. ,above the permitted handrail height and below the required headroom height.HandraiI5 shall not SECTION M1502 CLOTHES DRYER EXHA05T � ­� _r , Kindows in buildings located in windborne debris regiorro shall have glazed openings protected . embedded in concrete exposed to the weather that supports permanent structures inivneled metal plates not less than 0.041 inch l mm)tl Cast-iron grill or grating.4.Extruded T .� f, _Z from windborne debris or the building shall be designed as a artially enclosed building in R30q.1 Opening protection.openings from a private qarage direct into a room used for project more than 45 inches(114 mm)on either side of the stairway and the minimum clear for human occupancy shall be approved pre55ure-pre5ervative-treated wood suitable for load-bearing brick vents.5.Hardware cloth of 0.055 inch(O.bq mm)wire or heavier.b. I .. 4. , 0 , accordance with ASCE 1.61azed opening protection for winZorne debris shall meet the slee Ing purposes shall not be permitted.Other opening te garage and residence width of the stairway at and below the handrail height,including treads and landings,shall not be ground contact use,except untreated wood may be used where entirely below groundwater level Corrosion-re5istant wire mesh,with the least dimension being ilb inch(3.2 mm). M1502.1 6eneral.Dryer exhaust stems shall be independent of all other systems, 0 r ..A - , T ,I, UJ less than 51.5 inches(151 mm)where a handrail is installed on one side and ZT inches(bqb mm) and shall convey the moisture to tie outdoors. W C 'f- 1� 4 , �. :7 Z , requirements of the Large Missile Test of an approved impact resisting standard or A5TM E shalfilbe equipped with 3/4-hour fire-protection-rated assemblies equipped with 5elf-clo6ing or continuously submer ed in fre5l water.R319.13 e5leographic,al areas.In geographical areas I or O ., ; *��- 1J. � lq9b and A5TM E 1856 referenced therein. dlevilce5. where handrails are provided on both sides. where experience has Jerrionstrated a specific need,approved naturally durable or Exception:The total area of ventilation openings shall be permitted to be reduced to 1/1,500 of 0 ,;�. �".1� C) pressure-pre5ervative-treated wcod shall be used for those portions of wood members that Exception:This section shall not apply to listed and labeled condensing(ductless) _r I . ; " � , -floor area where the ground surf"is covered with an approved Class I vapor Y1. 6) . I .1. Exception:The width of spiral stairways shall be in ac1cordance with Section R.31155R3115.2 the under clothes dryers. .. () Exception:Mood structural pariels with a minimum of 1/16 inch(11 mm)and a maximum span of b R30:1.1.1 Duct penetration.Ducts in the garage and ducts penetrating the walls or cei irg5 form the structural supports of boilding5,balconies, rche5 or similar permanent building retarder material and the required openings are placed to provide cross ventilation of the d), �, X."e'. Headroom.The minimum headroom in all parts of the stairway shall not be less than 6 feet 5 appurtenances when those members are exposed to K weather without adequate protection space.The installation of operable louvers shall not be prohbited.R403 Unvented crawl space. V". feet(2435 mm)shall be permitted for opening protection in one-and two-5tory buildings.Panels separatin the dwellin from the garage shall be constructed of a minimum No.26 gage(0.45 inches(2036mm)measured vertically from the sloped plane adjoinin the tread nosing or from M1502.2 Duct termination.Exhaust ducts shall terminate on the outside of the shall be recut so that they!�hall be attached to the framing surrounding the opening containing mm)5hee?steel or 2er approved material and shall have no openings into the gl0q.1.2 from a roof,eave,overhang or other cove that would prevent moisture or water Ventilation openings In under-f loor spaces specified in Sections R406.1 and R405.2 shal I not be � the prolLct with the glazed opening.Panels shall be secured with the attachment hardware other penetrations.Penetrations throu h the separation required in Section R30q.2 shall be the floor surface of the landin orplatform.R311.5.35tairtread5anirisers.R3115.3.lRi5er accumulation on the surface or at joints be en members.Depending on local experience,suc,h required where: building.Exhaust duct terminations shall be in accordance with the dryer .. � I provided.Attachments shall be designed to resist the component and cladding loads determined rotected by filling the opening around�he enetrating I m with approve im eria resi5 the hei ht.The maximurn riser heig�t shall be 81/4 inches(20A mm).The riser shall be measured members may include:1.Horizontal members such as girders,joi5ts and decking2.Vertical manufacturer's installation instructions.Exhaust ducts shall terminate not less than I in ac/,ordance with Table R30112).Attachment in accordance with Table R301.2.1.2 is permitted �Iree passage of flame and products of co4u5tion. q.2 par ion required.The garage shall veKally between leading edges of the adjacent treads.The greatest riser height within any members such as posts,poles and colu=53.13oth horizontal and vertical memloersi.R3114 1.Exposed earth Is covered with a continuous Class I vapor retarder.Joints of the vapor 3 feet(ql4 mm)In any direction from openings into buildings.Exhaust duct r I I I flight of stairs shall not exceed the smallest by more than 3/5 inch(93 mm).R31153.2 Tread -. terminations shall be equipped with a backdraft damper.Screens shall not be for buildings with a mean roof height of 33 feet(10 055 mm)or less where wind speeds do not be separated from the residence and its attic area by horizon 11 r I I separations Ytod columns.Food columns shall be approved wood of natural decay resi5tarce or approved retarder shall overlap by b inches(152 mm)and shall be sealed or taped.The edges of the installed at the duct termination. � � -1 I—— -1 .� 1.-I I I - . � exceed 130 miles per hour(55 m/s). conforming to Sections R30q.2.1 and R30q.2.2. depth.The minimum tread de h shall be q inches(22q mm).The tread depth shall be measured pressure-pre5ervative-treated wood. vapor retarder shall extend at least 6 inches(152 mm)up the stem wall and shall be attached � - horizontally betweet rl rical planes of the foremost projection of adjacent treads and at a and sealed to the stem wall,and2.one of the following is provided for the under-floor TABLE R301.2.1.2 KNO13ORNE DEBRIS PROTECTION FA5TENIN6 SCHEDULE FOR WOO R30q.2.1 Vertical separations.Mere partitions are used to separate an attached garage from a right angle to the tread's leading edge.The greatest tread depth within any flight of stairs shall Exception5:1.Columns exposed to the weather or in basements when sufport,ed by concrete space:2.1.Continuou51?operated mechanical exhaust ventilation at a rate equal to 1 cfm(0.41 M1502.3 Duct size.The diameter of the exhaust duct shall be as required by the not exceed the smallest more than 3/5 inch R5 mm).Kinder treads shall have a minimum . , clothes dryers listing and the manufacturer's installation instructions. I I STRUCTURAL PANEL5a,b,c,d living space or its attic,the partition assembly shall have a 314-hour fire-re5istance rating. piers or metal pedestals projecting 1 inch(25.4 mm)above a concrete Iloor or 6 inches(152 Us)for each 50 ft2 4.1 m2)of crawl5pace floor area,including an air pathwi to the common , . , tread depth of 10 inch( ,%154 mm)measured as above at a point 12 inches(305 mm)from the mm)above exposed earth and the earth is covered by an approved impervious moisture area(such as a duct or transfer grille),and perimeter walls insulated in accor ance with Section Exception:in lieu of providing partitions that have a 5/4-hour f ire-re5istance rating,one layer side where the treads are narrower.Krider treads shall have a minimum tread depth of 6 inches barrier.2.Columns in enclosed crul spaces or unexcavated areas located within the periphery N1102.2.5;2.2.Conditioned air supply sized to deliver at a rate equal to 1 cfm(0.41 US)for M1502.4 Transition ducts.Transition ducts shall not be concealed within I I FASTENER TYPE FASTENER 5PACIN6(inches) of 515-Inch thick,type-X,gypsum board may be installed on the garage side and one I%er of (152 mm)at any point.INithin any flight of stairs,the largest uiinder tread depth at the 12 inch of the building when supported by a concrete pier or metal pedestal at a height more than 5 each 50 ft2 41 m2)of under-floor area,including a return air athwaj to the common area construction.Flexible transition ducts used to connect the dryer to the exhaust . 1 (305 mm)walk line shall not excee the smallest by more than 3/5 inch R5 mm).R311.53.3 inches 03mm)from exposed earth and the earth is covered by an impervious moisture (such as a duct or transfer grille),and perimeter wal s insulate in accordance Uth Section ductsystem shall be limited to single lengths,not to exceed 5 feet(2435 mm)and I I � Panel span E 4 feet 4 feet,<panel span E b feet 6 feet(panel span F-b feet 1/2-Inch,type X,gypsum board may be installed on the opposite side.Application shall e'in Profile.The radius of curvature at the leading edge of the tread shall be no greater than q/lb I I shall be listed and labeled in accordance with UL 2155A. � � 11 I­ I I No.bScrm 16 12" q" accordance with Section R1023.Wq.12 Horizontal separations.Mere horizontal construction . barrier.R31q.1.5 Exposed glued-laminated timbers.The portions of glued-laminated timbers that N1102.2.8;2.3.Plenum complying with Section MlbOlA if under-floor space is used as a No.8 5c rews, 1 b" 1 b" 12" is used to separate the garage from the living space or its attic,such construction shall be inch(14 mm).A nosing not less than 3/4 inch N mm)but not more than 11/4 inch(32 mm)shall form the structural supports of a building or other structure and are exposed to weather and lenum.R405.4 Access.Access shall be provided to all under-floor 5paceq.Access openings M15025 Duct construction.Exhaust ducts shall be constructed of minimum I protected with one layer of 5/eAnch thick,type X,gypsum board,installed in accordance with be provided on stairways with solid risers.The greatest nosing pro'jection shall not exceed the ed by a roof,eave or similar covering shall be pressure treated with F,hrough the floor shall be a minimum of 18 inches by 24 inches(451 mm by bio mm).openings 0.0ib-Inch-thick(0.4 mm)rigid metal ducts,having smooth interior surfaces with � the requirements of Section R505.1.openings in horizontal separations shall not be ermitted 5ma.1le5t nosing projection by more than 3/5 inch R5 mm)betux two stories,including the preservative,or be manufactured From naturally durable or pre5ervative-treated wood.R31q.2 through a perimeter wall shall be not less than 16 inc,hes by 24 inches(461 mrin by 610 mm).Men . . . except where the residence is otherwise protected vertical separations.Mere tre nosing at the level of floors and landings.Beveling of nosing shall not exceed 1/2 inch(12.1 mm). Quality mark.Umber and plywood required to be pres5ure-pre5ervative-treated in aczordance any portion of the through-wall access is below grade,an areaway not less than 16 inches by 24 joints running in the direction of air flow.Exhaust ducts shall not be connected with For 51:1 inch=25.4 mm,1 foot=304.5 mm,1 pound=4.445N, horizontal separation is a floor-celling g �Sructure supporting the separation shall Risers shall be vertical or sloped from the underside of the leading edge of the tread above at with Section R31q.1 shall bear the juality mark of an approved inspection agency that maintains Inches(401 mm by blO mm)shall be provided.The bottom of the area shall be below the sheet-metal screws or fastening means which extend into the duct. I an angle not more than 30 degrees(0.51 rad)from the vertical.Open risers are permitted, continuil supervision,testing and inspection over the quality of the product and that has been threshold of the aczess openi Through wall access openings shall not e located under a M1502.6 Duct length.The maximum length of a clothes dryer exhaust duct shall not t. ' also be protected by not less than 5/5-inch(15.�l mm)type X gypsum board or not% - equivalent.R3CKI.3 Floors.6arage floors shall be of approved nonr.ombugtible material. provided that the opening between treads does not permit the passage of a 4-inch diameter � by an accreditation bod that complies with the requirements of the Americai Umber I exceed 25 feet(1620 mm)from the dryer location to the wall or roof termination. I? 1 mile per hour=0.441 m/s, � door to the residence.See See; ion Ml-V5.1.4 for access requirements where mechanical 1,y'P'-'- 11 I*r -, 1­ 1­ ',, ,r ­ ­ - I - (102 rnm)sphere, �6ndard Committee treated woo�program. equipment 15 located under floors. The maximum length of the duct shall be reduced 2.5 feet M2 mm)for each �Wx . a.This table is based on 130 mph wind speeds and a 33-foot mean roof height. The area of floor used for parking of automobiles or other vehicles shall be sloped to __. 45-degree(0.5 rad)bend and 5 feet(1524 mm)for each Clo-degree(1-b rad)bend. I*'.--I� � facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. Exception5:1.A nosing is not required where the tread depth is a minimum of 11 inches(21q R319.2.1 Required information.The required quality mark on each piece of R4055 Removal of debris.The under-floor grade shall be cleaned of all vegetation and organic The maximum length of the exhaust duct does not include the transition duct. � it , L I mm).2.The opening between adjacent treads is not limited on stairs with a total rise of 30 pressure- Exceptions: I b.Fasteners shall be installed at op osing ends of the wood structural panel.Fasteners shall .pre5ervative-treated lumber or plywood shall contain the following linformation:1. material.All wood forms used for placing concrete shall be removed before a building 15 _­1 � , �r7 be located a minimum of 1 inch from the edge of the panel. R30q.4 Carports.Carporl;5 shall be open on at least two sides.Carport floors shall be of inches M2 mm)or les5.R31154 Landings for stairways.There shall be a floor or landing at the identification of the treating plant2.Type of pre5ervative.3.The minimum preservative occupied or used for any purpose.All construction materials shall be removed before a building 1.Mere the make and model of the clothes dryer to be installed is known and the , -, . top aid bottom of each stairway. _^.I I approved noncombustible material.carports,not open on at least two sides shall be considered retention.4.End use for which the product was treated.5.Standard to wh ich the product was is occupied or used for any purpose. � manufacturer's installation instructions for the dryer are provided to the building i­ ; c.Fasteners shall be long eilou h to penetrate through the exterior wall covering and a minimum a garage and shall comply with the provisions of this section for garages. Exception:A floor or landing is not required at the top of an interior flight of stairs,including treated.b.Identity of the approveil inspection agency.l.The designation"Cry,"if applicable. R406.b Finished grade.The f inished grade of under-f loor surface may be located at the bottom official,the maximum length of the exhaust duct,including any transition duct,shall i4v I �e permitted to be in accordance with the dryer manufacturer's installation I � � of 1114 inches into wood wall framing and a minimum of 11/4 inches into concrete block or of the footings;homer,where there is evidence M the groundwater table can rise to within _ " . , concrete,and into steel frarling a minimum of 3 exposed threads.Fasteners shall be located a Exception:Asphalt surfaces shall be permitted at ground level in carports. stairs in an enclosed garage,provided a door does not swing over the stairs. Exception:Quali marks on lumbe�less than 1 inch(25.4 mm)nominal thickness,or lumber less b inches(152 mm)of the f ini5hed floor at the building perimeter or where there is evidence that in5tructl Mere large-radius 45-degree(0.e,rad)and qo-degree(i.b rad) ..0 F , ,-- , - - , . I I t�- . 1� I minimum of 21/2 inches from the edge of concrete block or concrete. , by 5 inches l mim by 1Z mm)or 2 inches by 4 inches(51 min by 102 mm) bends are installed,determination of the equivalent len1th of clothes dryer exhaust ��;, I A flight of stairs shall not have a vertical rise larger than 12 feet(3655 mm)between floor than "I the surface water does not readlIq drain from the building site,the grade in the under-floor � � d.rihere screws are attached to masq�ry or monry/stucco,they shall be attached using The area of floor used for parking of automobiles or other vehicles shall be sloped to . or lumber 3b inches N14 mm)or less in length shall be applied by stampi the faces of exterior space shall be as high as the outside finished grade,unless an approved drainage system is duct for each bend by en ineering calculation in accor ance with the A5HRAE I vibration-resi5tant anchors having a minimum ultimate withdrawal capacity of 4610 pounds. facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. levels or landings. pieces or by end labeling not less than 25 percent of the pieces of a lou Ild unit.R3lq3 provided. Fundamentals Handlo �Cll be permitted. Fasteners.Fasteners for pre55ure-pre5ervative and f ire-retardant-treated wood shal I be of . SECTION R303 LI(5HT,VENTILATION AND HEATINO R30q.5 Flood hazard areas.For buildings located in flood hazard areas as established by Table The width of each landing shall not be less than the width of the stairurdy served.Every landing hot-dipped zinc-,coated alvanized steel,stainless 5teel,silicon bronze or copper.The coating R405.1 Flood resistance.For buildings located in areas prone to flooding as established in . R301.20),garage floors shall be: shall have a minimum dimension of 5b inches(ql4 mm)measured in the direction of weights for zirr,-<,oated Cteners shall be in accordance with A5TM A 153. Table R301.20): TABLE R401.4.1 PRESUMPTIVE LOAD-BEARIN6 VALUES OF FOUNDATION MATERIAI-5a R303.1 Habitable rooms.All hdoitable rooms shall have an aggregate glazing area of not less than travel.R311.5.5 Stairway walking surface.The walking surf"of treads and landings of stairways 1.rialls,enclo5ing the under-floor sp"shall be provided with flood openings in ac/cordance ' . a percent of the floor area of such rooms.Natural ventilation shall be through windows,doors, 1.Elevated to or above the design flood elevation as determined in Section R324;or2.Located shall be sloped no steeper than one unit vertical in 45 inches horizontal(2-pericent Exceptions: LOAD-BEARIN6 PRE55URE .r ­­ .1 I. I r, . � .1 ., .-- I�.- 1- with Section R324.2.2.2.The finished gg � I below the de5iqn flood elevation provided they are at or above grade on all sides,are used 1.One-half-Inch(12.1 mm)diameter or larqer steel bolts.2.Fasteners other than nails and timbe e,nd level of the under-floor space shall be equal to or I louvers or other approved openings to the outdoor air.such openings shall be provided with slope).R311.5.b Handrail5.Handrails shall be provided on at least one side of each continuous run r hielher than the outside finished ground evel. I ready access or shall otherwise be readily controllable imurn solely for parking,building ac/cess,or storage,meet the requirements of Section R324,and are rivets shall be permitted to be of mechanically deposited zinc-coated steel with coating weights . I the building ocapants.The min of treads or flight with four or more risem.R311.5.b.1 Height.Handrail height,measured . W2 2.2 DECKS. I openable area to the outdoorE,shall be 4 p Noor area being ventilated. otherwise constructed in accordance with this code.Wqb Automatic garage door openers. vertically from the sloped plane adjoining the tread nosing,or finish surface of ramp slope,shall in accordance with A5TM 15 M5,Class 55,minimum. Mere supported by attachment to an exterior wall,decks shall be positively anchored to the CLASS OF MATERIAL (pounds per square foot) Ir Automatic.garage door openers,if provided,shall be listed in acc,clrdance with UL 525. be not less than 34 inches%4 mm)and not more than 35 inches(%5 mm).R311.5.6.2 Continuity. R401.3 PRANA6E. primary structure and designed for both vertic,al and lateral loads as applicable.Such Crystalline bedrock 12,000 � I . Exceptions: SECTION R310 EMER6ENCY ESCAPE AND RESCUE OFENIN(55 HandraiI5 for stairways shall be continuous for the full length of the fllqht,from a point directly Surface drainage shall be diverted to a stem sewer conveyance or other approved point of attachment shall not be ac/,ompli5hed by the use of toenails or nails subject to withdrawal. Sedimentary and foliated rock 4,000 'A, I I R310.1 Emergency escape and rescue required.Basements with habitable space and eveN above the top riser of the f I! ht to a point directly above the lowest riser of the flight.Handrail collection so as to not create a hazard.Lots shall be graded to drain surface water away from Sandy gravel andlor gravel 04 and 6P) 3,000 1.The glazed areas need not be openable where the opening is not required by Section R310 and slee Ing room shall have at least one operable emergency and rescue opening.Such opening ends shall be returned or shal?l terminate in newel posts or safe terminals.HandraiI5 adjacent foundation walls.The grade shall fall a minimum of&inches(152 mm)within the f lr5t 10 feet Mere positive connection to the primary building structure cannot be verified during inspection, Sand,silty sand,clayey sand,silty gravel 2,000 It'0 to a wall shall have a space of not less than 11/2 inch(38 mm)Ween the wall and the handrails. 'F� . an approved mechanical ventil�ition system ca able of producing 0.35 air change er hour in the 5hairlopen directly into a public 5treet,public alley,yard or court.Mere basements contain one e decks shall be self-supporting.For decks with eantilevered framing members,c4rinections to and claq�gravel0l,SIP,5M,5C,6M and 66) I �11F " &1 1 a le of supplying * I rescue open! shall be required in each . I I '. I room is installed or a whole-N)use mechaniffyentilation system is installed cap � or more sleeping rooms,emergency egress an( VE16HT ABOVE FINISHED 6RADE. exterior walls or other framing members,5hall be designed and constructed to resist uplift Clay,san y clay,silty clay,clayey silt,silt 1,500b I outdoor ventilation air of 15 c4ibic feet per minute(cfm)(16 us)per occupant computed on the sleeping room,but shall not be required in adjoinin areas ofTe basement.Mere emergency Exceptions:1.Handrails shall be permitted to be interrupted by a newel post at the turn.2.The Concrete and masonry foundation walls shall extend above the f inighed grade adjacent to the resulting from the full live load specif led in Table R3013 acting on the cantilevered portion of and sandy silt(CL,ML,MH and r,H) ;�i, bagi5 of two occupants for the first bedroom and one occupant for each additional bedroom. escape and rescue openings are provided they 5hal?,have a sill height of not more than 44 use of a volute,turnout,starting easing or starting newel shall be allowed over the lowest foundation at all points a minimum of 4 inches(102 mm)where masonry veneer is used and a I­� � � *0 This exception shall not be allowed in owner-ocapied,one-family dwellings not supplied with inches(1115 mm)above the floor.rihere a door opening having a threshold below the adjacent tread.R311.5.b.3 Handrail grip size.All required handrailB shall be of one of the followln�typeq MS�FIREBLOCKIN&REQUIRED. r��g _, I ground elevation serves as an emergency e5c.ape and rescue opening and is provided with a minimum of b inches(152 mm)el5evhere. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and For 51:1 pound per square foot=0.041q kPa. I , electrical power in ac,cordance,with Section E3301.2.2.2.The 1�lazed areas need not be installed bulkhead enclosure,the bulkhead enclosure shall comp! vith Section R3103.The net clear or provide equivalent graspability.i.Type 1.Handrails with a circular cross section shall ave an 404.1.1 BACKFILL PLACEMENT. horizontal)and to form an effective fire barrier between stories,and between a top 5tory and L�t t? in rooms where Exception 1 al�ove is satisfied and artificial lig t is provided capable of I outside diameter of at least 11/4 inches(32 mm)and not greater than 2 inches(51 mm).if the Backfill shall not be placed against the wall until the wall has sufficient strength and has been a.iNhen soil tests are required by Section R401.4,the allowable bearing capacities of the 4 ,,rl roducing an average illumination of 6 footeandles(b5 lux)over the area of the room at a opening dimensions required by this section shall be olined N the normal operation of the handrail is not circular it shall have a perimeter dimension of at least 4 inches(102 mm)and not the roof space.Firelolocking shall be provided in wood-frame construction in the following ( , li� . anchored to the floor above,or has been sufficiently braced to prevent damage by the backfill. soil shall be part of the recommendations. P ;;��, � -gency e5c. locations, � eight of 30 inches(1b2 mm),above the floor level.This exception shall not be allowed in emer .Te and re5c,ue opening from the inside.Emerglen escape and rescue openings - �_Vw . . greater than 61/4 inches(160 mm)with a maximum cro55 section of dimension of 21/4 inches le -place " ­111 -- I I .11.1 -I-,.-- ... � ­_1 ,4 owner-occupied,one-fam�il dwellings not supplied with electrical power in accclrelance with with a finished sill hei ht below t,he adjacent ground elevatic 121 be provided with a window (51 mm).2.Type 11.Handrails with a perimeter reater than b114 Inches Obo mm)shall provide a SECTION R40b FOUNDATION YiAZ9:ZPROOFIN(7 AND DAMPPROOFINO 1.in concealed spaces of stud walls and partitions,including furred spaces and parallel rows of b.M re In 50115 with an allowable bearing capacity of less than 1,500 sf are likely 1, , I& � �, I - Section E3301.2.2.3.use su nroom additions and patio covers,as defined in Section RX2, well in accordance V9 Section R310.2.Emergency escape and rescue openings shall open graspable finger recess area on both sides c$the profile.The finger recess shall begin within a studs or staggered studs;as follows:1.1.Vertically at the ceiling and floor levels.1.2.Horizontally to be present at the site,the allowable bearing capacity shall be detern �a 50115 i , . investigation. , ,I 00 I directly into a public.wag,or to a yard or court that opens to a public.way. at intervals not exceeding 10 feet(3045 mm)2.At all interconnections between concealed I ", _1 �� I shall be permitted for natural ventilation if in excess of 40 percent of the exterior sunroom I distance of 3/4 inch 0q mm)measured verticall from the tallest portion of the profile and R406.1 Concrete and masonry foLndation dampproofing.Except where required by Section vertical and horizontal spaces such as occur at soffits,drop ceilings and cove cellin 5.3.in -, walls are open,or are enclosel only by insect screenlnel.R3M.2 Adjoining rooms.For the achieve a depth of at least 5/lb inch(b mm)wlt�iin 11b inch(22 mm)below the widest portion of R40b�2 to be waterproofed,foundation walls that retain earth and enclose interior spaces and purpose of determining light aild ventilation requirements,any room shall be considered as a R310.1.1 Minimum opening area.All emergency escape and rescue openings shall have a minimum the profile.This required depth shall continue for at least 3/6 inch(10 mm)to a level that is not floors below grade shall be dampproofed from the top of the footing to the finished grade. concealed 5p"5 between stair stringers at the top and bottom of the run.Enc-lo5eg spaces TA13LE R403.1 MINIMUM INIDTH OF CONCRETE OR MASONRY FOOTIN65(inches)a I � under stairs shall wmpl with Section R311.2.2.4.At o,;elngs around vents,pipes,ducts,cables r portion of an adjoining room when at least one-half of the area of the common wall is o en and net clear opening of 5.1 square feet(0330 m2). less than 13/4 inches(45 mm)below the tallest portion of the profile.The minimum width of the Masonry walls shall have not less than 3/5 inch R5 mm)portland cement parging applied to the and wires at ceiling and loor level,with an ap roved m riaI to resist the free passage of I unobstructed and provides an opening of not less than one-tenth of the floor area OF t�e handrail above the recess shall be 11/4 inches(52 mm)to a maximum of 23/4 Inches(10 mm). exterior of the wall.The parging Ehall be dampproofed In accordance with one of the following: I -BEARINr �I Ir llll�f interior room but not less than 25 square feet(2.3 m2). Exception:6rade floor openings shall have a minimum net clear opening of 5 square feet(0.465 Edges shall have a minimum radius of OD1 inch(0.25 mm).R3113.1 illumination.#11 stairs shall be , flame and products of combustions.For the Fireblocking of chimneys and fireplaces,see LOAD 2 VALUE OF 501L(psf) 7'� 1 - �,-, -15" Section R1003.1cl.b.Firelolocking of cornices of a two-family dwelling is required at the line of � � m2).R310.1.2 Minimum opening height.The minimum net clear opening height shall be 24 inches provided with illumination in accordance with Section R303.6.R3113.8 Special stairwNs.Spiral 1 Bituminous coating.2.3 pounds per square yard(1.63 kq/rn2)of acrylic.modified cement3. dwelling unit separation.Rbo2.5.1 Materials.Except as provided in Section R602b,Item 4, 1,500 2,000 3,000 E 4,000 1 11�,I Exception:0 enings required for light andlor ventilation shall be permitted to open into a (610 mm).R310.13 Minimum opening width.The minimum net clear opening width shall be 20 inches stairways and bulkhead enclosure stairways shall comply with all requirements of Section R3113 1��inch(32 mm)coat of 5urface-bo�dlng cement complying with ASTM C 551.4.Any material I ,�� thermally isorated sunroom addition or patio cover,provided that there is an openable area (505 mm).R310.1.4 operational con5traints.Emergency escape and rescue openings shall be except as specified below.R3115.5.1 Spiral stairways.Spiral stairways are permitted for interior permitted for waterproofing in Section R40b.25.Other approved methods or materials. firebloi shall consist OF 2-inch(51 mm)nominal lumber,or two thicknesses of i-Inch(25.4 between the adjoining room and the sunroom addition or patio cover of not less than one-tenth operational from the inside of the room without t e use of keys,tools or special use as a component of the means of egress from a habitable room,a basement or an attic, mm)nominal lumber with broken lap oint5,or one thickness of 23/52-Inch(lq.b mm)wood Conventional light-frame construction 1�Dil- � of the floor area of the interior room but not less than 20 square feet(2 m2).The minimum knowledge.R310.2 Knelow wells.The minimum horizontal area of the window well shall be 9 square provided the minimum width shall be 2b inches(bbo mm)with each tread having a 11/2-inche5 Exception:Farging of unit masonry wails is not required where a material is approved for direct structural panels with A 23/32-inch(lq.5 mm)wood structural anels or one 1-story 12 12 12 12 . openable area to the outdoor�i shall be based upon the total floor area being ventilated. feet l m2),with a minimum horizontal projection and width of 3b inches M114 mm).The area of (lqo mm)minimum tread depth at 12 inches from the narrower edge.All treads shall be identical, a plication to the masonry. thickness of 3/4-Inch licl.1 mm)particleboard with joints backed by 3/4-inch l mm) 2-5tory 15 12 12 12 � - , -,,i VW 'i the window well shall allow the emergency escape ard rescue opening to be fully opened. p particlebo�i 1/2-inch(12.1 mm)gypsum board,or 114-inch l mm)cement-baged millboard. 4 and the rise shall be no more than ql/2 inches(241 mm).A minimum headroom of b feet b inches 5--story 23 11 12 12 It Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a 4-inch brick veneer over light frame or 5-inch hollow concrete masonry A lk I Tll� R3033 Bathrooms.Bathroom!5,water closet corn artment5 and other similar rooms shall be Exc�ption:The ladder or steps required by Section R310.2.1 shall be permitted to encroach a (lq52 mm)shall be provided.A spiral stair is not permitted to be the only means of egress from Concrete walls shall be dampproofed by applying any one of the above listed darripproofing manner as to be securely retained In place shall be permitted as an"talole fire block.Batts 1-5tory 12 12 1 .z I� ,�i� providedwitha reg&glazirg area in windows c�not less than 5 square feet(0.3 0, a story of a building.R3115.5.2 Bulkhead enclosure stairways.Stairways serving bulkhead materials or any one of the waterproofing materials listed in Section R40b.2 to the exterior of 12 12 1 'Pt�, or blankets of mineral or glass fiber or other approved nonrigid materials shall be permitted for 2--story 21 ib 12 12 _ one-half of whi%u5t be opeilable. maximum of b inches(152 mm)into the required dimensions of the window well. enclosures,not part of the required building egress,providing access from the outside grade the wall.Wb2 Concrete and masonry foundation waterproofing.in areas where a high water �� _i, , com Hance with the 10 foot horizontal fireblocking in walls constructed using arallel rows of 3-story 32 24 16 12 , - M� Exception:The glazed areas shall not be required where artif icial light and a mechanical R310.2.1 Ladder and steps.riindow wells with a vertical depth greater than 44 inches(1115 mm) level to the basement shall be exempt from the requirements of Sections R311.43 and R3113 table or other severe soil-water conditions are known to exist,exterior foundation walls that 5tuls or staggered studs.Loc,se-f ill insulation material shal I not be used as a fre block unless �, I, N V10 ., where the maximum height from the basement finished floor level to grade ad acent to the retain earth and enclose interior spaces and f loor5 below grade 5hal I be waterproofed from the �p b-Inch solid or fully grouted masonry ventilation system are provided.The minimum ventilation rates shall be 50 cubic feet per minute shall be equipped with a permanently affixed ladder or steps usable with the window In the fully stairway does not exceed 8 feet(2435 mm),and the grade level openin, k stairway is top of the footing to the finished grade.Yialls shall be waterproofed in accordance with one of ecificalig tested in the form and manner intended for use to demonstrate its ability to remain � L . (24 Us)for intermittent ventilation or 20 cubir.feet per minute(10 Us)for continuous open position.Ladders or steps required by this section shall not be required to comply with covered by a bulkhead enclosure with hinged doors or other approved�eans.R311.b Ramps. the following: in place and to retard the spread of fire and hot ases.RbO2.b.l.lUnfacedfiberglas5.Unfaced i-story 115 12 12 12 ventilation.Ventilation air fromi the space shall be exhausted directly to the outside.This Sections R3115 and R311.b.Ladders or rungs shall have an inside width of at least 12 inches f iberglas5 batt insulation used as f ireblocking 5ha?11 f ill the entire cross section OF the wall cavity 2-5tory 29 21 14 12 exception shall not be allowed in owner-occupied,one-fanily dwellings not supplied with (305 mm),shall project at least 3 inches Ob mm)from the wall and shall be spaced not more R31l.b.1 Maximum slope.Ramps shall have a maximum slope of one unit vertical in twelve units 1.2-pl hot-mo ped felts2.55 pound(25 k�)roll roofing3."!I(0.15 mm)polyvinyl chloride.4. to a minimum height of 1b Inches(40b mm)measured verticall Ahen piping,condult or similar 3--story 42 32 21 ib I electrical power in axordaricA.,with Section E3301.2.2. than ib inches(451 mm)on center vertically for the full height of the window well.R3103 horizontal(83-percent slope). b-mil?(0.15mmflpolyethylene.5.40-mil(imm polymer-modified a5phalt.b.bo-mil(13 mm)flexible obstructions are encountered,the insulation shall be packed 6ghtly around the For 51:1 inch=25.4 mm,I pound per square foot=0.041q kPa. Bulkhead enclosures.Bulkhead enclosures shall provide direct access to the basement.The Exception:rihere it is technically infeasible to comply because of site con5traints,ramps may polymer cement.l.1/5 inch(3 mm)cement-based,f ber-reinforced,waterproof coating.b.bo-mil obetruction.RbO2.5.1.2 Fireblocking Integrity.The Integrity of all fireblocks,shall be maintained. ., R303.4 opening location.outdoor intake and exhaust openings shall be located in accordance bulkhead enclosure with the door panels in the fully open position shall rroviide the minimum i net al in eight horizontal(12.5-percent 51ope).R311.6.2 -free liquid-appled synthetic rubber. :, 1� . e have a maximum slope of one unit vertic (0.22 mm)solvent SECTION RbOl AM ACCESS I I with Sections R303.4.1 and R�03.4.2. clear opening required by Section R310.1.1.Bulkhead enclosures shall a go comply with Section Landings required.A minimum 3-foot-by-3-foot M14 mm by 0114 mm)landing shall be rovided:1. a.Ahere minimum footing width is 12 inches,use of a single wythe of solid or fully grouted ,� R311.5.5.2. At the top and bottom of rarnps2.Ahere doors open,onto ramps.3.Mere ramps Zange Exception5:1.Foundations regulated in this section may be dampproofed in accordance with RbO1.1 Attic,access.Buildings with combustible ceiling or roof construction shall have an attic 12-inc,h nominal concrete masonry units is permitted. 611 . ,-1, R303.4.1 Intake openings.Mechanical and gravity outdoor air intake o n ngs shall be located a all be access opening I �.,� " 1 t such as vents, R310.4 Bars,grilles,covers and screens.Bars,grilles,covers,screens or similar devices are direction.R31l.b.3 Handrailg required.Handrails 5h provided on at least one side of all Section R40b.1,provided foundatlon drainage is installed in accordance with Section R405.2. to attic areas that exceed 30 square feet(2.5 m2)and have a vertical height of .1'. ".. minimum of 10 feet(304b mm)from any hazardous or noxious contaminan , ramps exceeding a slope of one unit vertical in 12 units horizontal(533-percent, Organic--5olvent-ba5ed products such as hydrocarbons,chlorinated hydrocarbons,ketones and 30 inches(10 mm)or more. 1�3 chimneys,plumbing vents,street5,alleys arking lots and loadin docks,except as otherwise permitted to be placed over emergency escape and rescue openings,bulkhead enclogures,or slope).R31l.b.3.1 Height.Handrail height,measured above the finished surf"of the ramp slope, esters shall not be used for 10F uaII5 with expanded polystyrene form material.Use of plastic 1: � I � I � _ 1 specified in this code.Mere a smirce Woontaminant,is locat2within 10 feet(3045 mm)of an window wells that serve such openings,provided the minimum net clear opening size complies shall be not less than 34 inches(564 mm)and not more than 35 inches(qb5 W.R311.6.3.2 roofing cements,ae;ryllic coatings,latex coatings,mortars and parging5 to seal ICF walls is The rough-framed opening shall not be less than 22 inches by 30 inches(55q mrin by 1b2 mm) TABLE R4022 MINIMUM SPECIFIED COMPRESSIVE 5TREN(7TH OF CONCRETE I I­ . I I intake opening,such opening shall be located a minimum of 2 feet Wo mm)below the with Sections R310.11.1 to R310.13,and such devices shall be relea5able or removable from the � contaminant source. inside without the use of a key,tool,special knowledge or force greater than that which is Handrail grip size.Handrails on ramps shall comply with Section R3115.b.3.R311.63.3 Continuity. permitted.Cold-5etting asphalt or hot asphalt shall conforim to Npe C Of A5TM 0 44q.Hot and shall be located in a hallwey or other readily ace:'essible location.A 30-inch(W mm) MINIMUM SPECIFIED COMPRESSIVE 5TREN(5THa(f'c) " 0 I ­ Handralls where required on ramps shall be continuous for the full length of the ram Handrail asphalt shall be applied at a temperature of less than 200OF N311c). minimum unobstru(,ted headroom in the attic space shall be provided at some point above the ,41 required for normal operation of the escape and rescue opening. ends shall be returned or shall t&minate in newel posts or safety termina15.Handrairs.adjacent ac/,e55 opening.See Section Mi 305.13 for acze5s requirements where mechanical equipment is Mathering Potentiallo A�,.t ,. ,� I For the purpose of this section,the exhaust from dwelling unit toilet roi bathrooms and R31103 Emergency escape windows under decks and porches.Emergency escape windows are All joints In membrane waterprooring shall be lapped and sealed with an adhesive compatible located in attics. k, 6� . Outside SECTION R312(7l '0)� � � 4,V4�' ' � .I I kitchens shall not be considered as hazardous or noxious.RW3.4.2 Exhaust openings. allowed to be installed under decks and porches provided the location of the deck allows the with the membrane.R4063 Dampp,00f Ing for wood foundations.mod foundations enclosing TYPE OR LOCATION OF " ,I..'I 4F , . R312.1 e5uards.Porches,balconies,ramps or raised floor surfaces located more than 50 inches RW5.112 THERM05ET 5IN61-E-PLY ROOFIN6. I �, 1-d' � " exhaust openings shall be located so as not to create a nuisance.Exhaust air shall not be emergency escape window to be fully opened and provides a path not[egg than 3b inches(ql4 . habitable or usable spaces located below grade shall be dampproofed in accordance with CONCRETE CONSTRUCTION Negligible Moderate Severe ,!W_ "" , directed onto walkwaysR503.5 outside opening protection.Air exhaust and intake openings mm)in height to a yard or court. to a wall shall have a space of not less than 1.5 inches(35 mm)between the wall and the handrails Sections R40b3.1 through R400.4. The installation of thermoset single-ply roofing shall comply with the provisions of this section. Basement walls,foundations and other 2,500 2,500 2,500c, V I I ,- that terminate outdoors shall loe protected with corrosion-resl5tant screens,louvers or grilles SECTION R311 MEANS OF ESRE55 M2 mm)above the floor or grade below shall have guards not less than 3b inches(4114 mm)in concrete not exposed to the weather . � ,r_,_:�.) I _.i__� I I . 11 11 117", le-ply membrane roofs shall have a design slope of a minimum a � 8 having a minimum opening size of 1/4 inch(b mm)and a maximum opening size of 1/2 inch(13 mm), height.open sides of stairs with a total rise of more than 30 inches(162 mm)above the floor R4063.1 Panel joint sealed.Plguxod panel joints In the foundation walls shall be sealed full R905.12.1 Slope.Thermoset sing. ,$-.I%. i c �,� . R311.1 6eneral.Stairways,ramps,exterior egress balconies,hallways and doors shall comply or grade below shall have guards not less than 34 inches(864 mm)in height measured vertically one-fourth unit vertical in 12 units horizontal(2-percent slope)for drainage.RW5.12.2 Material �:��, m in any dimension.openings shall be protected against local weather conditions.outdoor air . with this section. from the nosing of the treads. length wilith a caulking compound capable of producing a moisture-proof seal under the standards.Thermoset 5ingle-ply roof coverings shall comply with ASTM D 4b3l,A5TM D 50lq Basement slabs and interior slabs on , I - 0. , exhaust and intake openings shall meet the provisions for exterior wall opening protective5 in conditions of temperature and moisture content at which it will be applied and used.Wb3.2 grade,except garage floor slabs 2,500 2,500 2,500c ­1 t .�, R311.2 Construction. or C655 31-6P-52MRq05.l2.3 Applic,ation.Thermoset single-ply roofs shall be installed ,4r, ,y4j ,,5 � 1.� I ac,cordance with this code. Porches and decks which are enclosed with insect screen�ingl shall be equiffed with guards Below-grade moisture barrier.A"il-thick(0.15 mm)polyethylene film shall be applied over the according to this chapter and the manufacturer 's installation instructions. "tl, _7��;Z� 7- R3112.1 Attachment.Required exterioregre55 balconies,exterior exit stairways and similar where the walking surface is located more than 30 inches W mm)above t le floor or grade below-grade portion of exterior foundation walls prior to backfilling.Joints in the polyethylene Basement walls,foundation walls, 2,500 3,000d 3,000d ,�t I;._.,� ,-.& R303.b Stairway illumination.All]interior and exterior stairways shall be provided with a means below. film shall be lapped b inches(152 Tim)and sealed with adhesive.The top edge of the exterior walls and other vertical �, t ,- �y r . L, , r I I , �( � to illuminate the stairs,including the landings and treads.interior stairways shall be provided means of egress components shall be positively anchored to the prima structure to resist polyethylene film shall be bonded to the sheathing to form a seal.Film areas at grade level shall concrete work exposed to the weather '�i ) � , . both vertical and lateral forces.Such attachment shall not be accompli5led by use of toenails or W4.2.13.3 A13ANDONMENT OR REMOVAL OF HEATINC7 OIL 5TORA6E TANKS. 'Or� 1, � � I '. 1-5" - 14y, - � .I r I 1;;4- � '' . 21k , " T�) _ - - , . with an artificial light source located in the immediate vicirl of each landing of the tai R312.2 6uard opening limitations.Required guards on open sides of stairways,raised floor be protected from mechanical damage and exposure big a pressure preservatively treated The abandonment or removal of heating oil storage tanks and related piping in connection with 1 A � For Interior stairs the artif icial light sources sN e of illuminating treads and1rulings nails subject to withdraval.R3112.2 under stair protection.Enclosed accessible space under . Porches,c-arport slabs and steps � � " -L ". 11 I ��( lan ii areas,balconies and porches shall have intermediate railE,or ornamental closures which do not lumber or plywood strip attached to the wall several inches above f ini5h grade level and , �11_k stairs shall have walls,under stair surface and any soffits protected on the enclosed side with the conversion of liquid fuel burning appliance to alternative fuel shall be in ac,cordance with this 2500 3,000d,e,f 3,500d,e,f � -ZId* ',.I to levels not less than 1 foot-,,.andle(11 lux)measured at'the center of treads and landings. allow passage of a sphere 4 inches(102mm)or more in diameter. exposed to the weather,and garage , 131 -1 0 ���, �', . 1/2-inch(13 mm)gypsum board.R3113 Hallways.The minimum width of a hallway shall be not less extending approximately q inches(22q mm)below grade.The joint between the strip and the wall section. it, I � _Wi I , , I , Exterior stairways shall be rovided with an artificial light source located in the immediate than 3 feet(ql4 mm). shall be caulked full length prior t�fastening the strip to the wall.other coverings appropriate floor slabs 4i.. � ".It I I 11 _11,0�1 ��45 .1 'R, i� �" :t", - I ru 5 provi ing aca . i I , �q I � " , V.�L vicinity of the top landing J the stairway.Exterior 5taiar�j loll 5s,to a basement Exceptions: to the architectural treatment mM also be used.The polyethylene film shall extend down to the W4.2.13.3.1 CONTENTS DISPOSAL.The entire contents of the heating oil storage tank and 1 4" - `7' 1 1 , a , � from the outside grade level 5hall be provided with an arti icial light source located in the R311.4 Doors. 1.The triangular openin s formed the riser,tread and bottom rail of a guard at the open 5ide bottom of the wood footing plate but shall not overlap or extend into the gravel or crushed related piping shall be emptied,cleaned and purged of all vapor.The contents of the storage 7 �� Q r ' 'jv�, - I �n immediate vicinity of the bottom landing of the stairway. of a stairway are permi tee such a size that a sphere 6 inches(152 mm)cannot ass stone footing.R406.3.3 Porous fill.The space between the excavation and the foundation wall tank and related piping shall be removed from the premises or property and disposed of in ,J: , , ,� �,� ,, _� ,�Wo IM R311.4.1 Exit door required.Not less than one exit door conformin to this section shall be i- I " ':;I r through.2.openings for required guards on the sides of stair treads shall not allow a sp�lere shall be backfilled with the same material used for footings,up to a height of 1 foot(305 mm) accordance with applicable local,state or federal rules and regulations. 1 ,, i� I � it, - _J _ ? � For 51:1 pound per square inch=b.bq5 kf1a. '7 43/6 inches(101 mm)to pass through. _.,�L, . - , N � - �, Exceptions: ovided for each duelling unit.The required exit door shall provi e for direct ac,cess from the above the footing for welf-dralned 51te5,or one-half the total back-f ill height for poorly drained a.Strength at 26 days psi. - "I -%M - J r 1( I - � 1.An artificial light source is not required at the top and bottom landing,provided an artif icial �abiWe portions of the dwelling to the exterior without requiring travel through a garage. 5ELIION R31q PROTECTION A(5ANl MAY sites.The porous fill shall be covered with strips of 30-pound(13b kg)asphalt paper or b-mil 3404.2.133.2 ABANDONED N PLACE. light source is located directly over each stairway section.2.Owner-ocapied one-family Access to habitable levels not having an exit in accordance with this section shall be by a ramp R31q.1 Location required.Protection from deA shall be provided in the following locations by (0.15 mm)polyethylene to permit water seepage while avoiding infiltration of fine scils.Wb3.4 If the heating oil storage tank is to be abandoned in place,the vent line shall remain open and b.See Table R301111)for weathering potential. I dwellings not supplied with electrical accordance with Section E330122R303.61 Light in accordance with Section R311.b or a stairway in accordance with Section R311S.R311.4.2 the use of naturally durable wood or wood that is preservative treated in accordance with SECTION R405 UNDER-FLOOR SPACE intact,unless the tank is filled with an inert material.The oil fill pipe and other related piping c.Concrete in these locations that may be subject to freezing and thawing during j. � activation.Y4here lighting outlets are=in interior stairways,there shall be a wall switch at Door type and size.The required exit door shall be a 5ide-hinged door not less than 3 feet(914 AWA Ul for the species,product,preservative and end use.Preservatives shall be listed in Backfill.The remainder of the exulvated area shall be backfilled"with the same type of soil as shall either be removed,or the oil fill pipe shall be filled with concrete. construction shall be air-entrained concrete in acl,ordance with Footnote d. i 11 � mm)in width and b feet a inches(2052 mm)in height.Other doors shall not be required to Section 4 of AWA Ul. . 47r�4 each floor level to control the lightin outlet where the stairway hag six or more risers.The Wpg ,,ri,.qhe ex I,,. I . en�lla� ( p erl , comply with these minimum dimensions.R511.43 Landings at doors.There shall be a floor or ( W4.2,133.3 TANK REMOVAL.IF the heating oil storage tank is to be removed,the vent line,oil � 111� - I illumination of exterior stalrur4�5 shal?be controlled from inside the dwelling unit. on. e un er- oor space between the bottom of the floor joists and the earth d.Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall I - .. , I ,'.� , landing on each side of each exterior door.The floor or landing at the exterior door shall not fill pipe and related piping shall also be removed,or the oil fill pipe shall be filled with concrete. . q 0 .%b I_41 1.rood joi5t5 or the bottom of a wood structural floor when closer than 18 inches(451 mm)or under any building(except space ocapled by a basement)shall have ventilation openings ,'t,� -,,, be not less than 5 percent or more than I percent. - 7 ,­ - , .--1 t_�� be more than is inches(55 mm)lower than the top of the threshold.The floor or landing at wood girders when closer than 12 l(305 mm)to the exposed ground in crawl 9 aces or through foundation walls or exterior walls.The minimum net area of ventilation openings shall not N1101.11 FIREPLACES. __ I ,4t�_ --- Exceptions:1.Li hts that are(4ntinuously illuminated or automatically controlled.2. � 1� i ::. ... .... . 1- "Ial� -�1� "; " - I I 1z", .�,,,, I k,ft � "�_ "n � exterior doors other than the exit door required N Section R311.4.1 shall not be required to unexcavated area located within the periphery of the building foundation.2.All wood raming be less than 1 square foot(O.M m2)for each 150 square feet(14 m2)of under-floor space e.See Section R402.2 for maximum cementitious materials content. 0 1, ,4',t�.���. owner-occ . gone-family dwellings not supplied with electrical power in accordance with fr Tight-fitting nonc,ombu5itble fireplace doors to control infiltration losses shall be installed on ­ �J;T, ,,,�,, , members that rest on concrete or masonry exterior foundation walls and are less than&inches area,unless the ground surface is covered by a Class 1 vapor retarder material.Men a Class 1 . '. I Section E3301.2.2.R303.1 Required glazed openings.Re uired glazed openings shall open comply with this requirement but shall have a rise no greater than that permitted in Section fireplace openings as provided herein: . V ,4e, , , .­_ "' " - R311.5.3.The landing shall be permitted to have a slope not to exceed 025 unit vertical in 12 (203 mm)from the exposed ground.3.5ills and slee ers on a concrete or masonry slab that is vapor retarder material is used,the minimum net area of ventilation openings shall not be less I= I.. I _' � I I ­��' directly onto a street or public.alley,or a yard or courtteated on the game lot as the building. . f.For garage floors with a steel troweled f Irish,reduction of the total air content i � ,,�,i� I 7 ,It� , in direct contact with the ground unless separated from such slab by an impervious moisture than 1 square foot(O.Oq2q m2)for each 1,500 square feet(140 m2)of under-floor space area. 1.Masonry f ireplaces or fireplace units des! � i � I�L_,� . units horizontal(2-percent). ,tried to allow an open burn.2.Decorative appliances I I " (percent�volume of concrete)to not less than 3 percent 15 permitted if the specified t I .. I , f"Al I ,�, 1. .4 � 1 �4�-�'1"-1,� barrier.4.The ends of wood girders entering exterior masonry or concrete walls havin (AN515tandard Z21.60gas-loj5tyle unit)ins Iled invented solid fuel fireplaceB.3.Vented I ��LLLL it��" "I .� � .V�,,,Ii R303.1.1 Roofed porches.Required glazed opening:i=into a roofed porch where the one such ventilating opening shall be within 3 feet(q14 mm)of each corner of the building. compre551ve strength of the concrete is increased to not less than 4,000 psi. L - I'll ,� , i :�_''".,� porch uts a street,yard or court and the longer orch is at least b5 percent Exceptions:1.Mere a stairw of three or fear risers is located on the exterior side of a clearances of less than 0.5 inch(12.1 mm)on tops,sides and end5.5.Aoodl siding,shelhing and decorative gas fireplace applicances(ANSI Standard Z2150 unit), 1: ,U I I 1 -.11 ,:I-, I open a'b door,other than the require exit door,a landing 15 not required for the exterior side of the , I - � i " �� nd unobstructed and the ceiling height is not less than I fleet(2134 mm).RW3.1.2 ' lre2 wall framing on the exterior of a building having a clearance of less than 6 inches(152 mm)from R40b.2 openings for under-floor ventilation.The minimum net area of ventilation openings shall - �,�.i�:�,_.,- - doo, Fireplaces shall be provided with a source of combustion air as required by the fireplace � - __ . 11- �_, I Sunroorn additions.Required,glazed openings shall be permitted to open into 5unroom additions I r ided the door,other than an exterior storm or screen door does not swing over the the ground.b.Yood structural members supporting moi5ture-permeable floors or roofs that are not be legs than 1 square foot(0.0q2q m2)for each 150 square feet(14 m2)of under-floor - �,, 5 a p .2. b le exterior landing at an exterior doorway shall not be more than 51/4 inches(2041 exposed to the weather,such as concrete or masonry 51abs,unless se arated from such floors area.one ventilating opening shall be within 3 feet(914 mm)of each corner of the building. construction provisions of this code. � 1, or patio covers that abut a street,yard or court if in excess of 40 percent of the exterior mm) low T I sunroom walls are open,or are enclosed only by insect screening,and the ceiling height of the Fe the top of the threshold,provided the door,other than an exterior storm or screen or roofs an impervious moisture barrier.l.Aclod furring strips or cl�her wood framing Ventilation openings shall be covered for their height and width with any of the following I I 5unroom is not less than I feet(2134 mm).R_V3.5 Required heating.Every dwelling unit intended door does not swing over the landing.3.The height of floors at exterior doors other then the memb %ached directly to the interior of exterior masonry walls or concrete walls below materials provided that the least dimension of the covering shall not exceed 1/4 inch(b.4 mm): to be ocapied between September 15 and May 15 shall be provided with heating facilities exit door required by Section R311.4.1 shall not be more than 51/4 inches 09 mm)lower than grade except where an approved vapor retarder is applied between the wall and the furring _­1­­1___­ I I capable of maintaining a minimum room temperature of WIF(200c)at a point 3 feet(ql4 mm) the top of the threshold. strips or framing members.R31q.1.1 Field treatment.Field-cut ends,notches and drilled holes of above the floor and 2 feet(610 mm)from exterior walls in all habitable rooms at the design preservative-treated wood shall be treated in the field in accordance with AYYPA M4.R31q.1.2 . I The width of each landing shall not be less than the door served.Eve landing shall have a 6round contact.. � I temperature.The installation of one or more portable go"heaters shall not be used to I � . r achieve compliance with this section. minimum dimension d 56 inches(q14 mm)measured in the direction oflavel.RWAA Type of �� r ­11- r � ­ : - � I I lock or latch.All egress doors shall be readily openable from the side from.which egress is to I I Exception:owner-occupied one-family dwellings subject to the approval of the code be made without the use of a key or special knowledge or effort.R3113 Stairways. I enforcement official. . A7Cq I ; � � I I : I I I I t 2 167% 2 SpivaL Custom 291%6 24 f 56 4 291 I6 [Design 36 18 35Y 24 36 Associates,Inc. i 27 { 113/8 I 27 { 305 Moiar Sf—f P—I Wo,hingfon,NY 1105C 0 3-FS3010 3-Fs3010 T(516)484-6262 cut to Molding cut to molding oon s c on sl c F(516)484-4378 M OI2L F @�3$7/R H6 www.spivalcusfom.ccm PCBg6L^Wood TPOIB KDTE204ICI' NWCT18 PCB36R^wood .D W Client: cv a A Jared Lettieri v Bradcd Baae Molding �O O ^ GED 1830 GED1830 \ Project: P \O �O / M M 39%6 � GED1530 33 m w 4! GM7r Issue Date: s CDJuly 30,2024 n c 8 n M GED1530 o Drawn By: GS o b S o mU g � Scale: 1/2"=1'-0" M 00 m' �X O GED1530 Revision Date GED1830 GED1830 GED2430 O n.dcd Bare Molding M a Lrdd O BactQ M LP34 BeWcd Buse Malding N GED24G1.5 GED2430 Title: C41s i.an ce.mm oexi u,IM.xnxa spivaL Custom Design Associates,Inc. 305 Main Steel Past Washington,hY 1105C T(516)484-6262 F(516)484-4378 '—spi—h astorn.corn 2% 4 30 I 30 I 18 �I 36 I 18 26 10 Client: M Jared Letticri 77 / \ r Project: TLS3630 ODS3096+3-013R30 / W18s42L W18x42R to U3096 t f Issue Date: July 30,2024 Drawn By: GS o Scale: 1/2"=1'-0" Revision Date 00 O L E:1 11-1 C36L L / 521L B21R _ rn Title: Elevation Sink Wall 30 30 21 30 21 36 2% 4 4as rv,ecv.�.nM+ Spivak Custom Design Associates,Inc. 305 Mai"Sleeel Pael W-61ngf—,NV 1105 T(516)484-6262 F(516)484-4378 www.spivaLcustom.com Client: Jared Lettieri 10 17 17 10 M Project: r1 ti Issue Date: July 30,2024 Drawn By: GS Scale: 1/2"=V-0" Revision Date 71 1-1i C36 B12L POIS FS -7l8 1 C36 �n do m i a 36 12 18 35% 24 36 Title: 167Y8 6 Elevation Range Wall cO s ro.0 r.m udm n,.«;aa.iM.xm Spivak Custom Design Associates,Inc. 305 Mai-Sired Pori WasLington,NV 1105C T(516)484-6262 F(516)484-4378 www.sPl�akcaston,.�am 10 26 M o Client: Jared Lettieri N Project: W363/4z25 3/8 z 24d W17z42R Issue Date: July 30,2024 rn rn Drawn By: GS Scale: 1/2"=1'-0" Revision Date ol IN p II II \ C36 B17R 0 B30 36 17 36%4 30 30 Title: 3 Elevation Refrigerator I /R+ 4 Wall �fi iva4 N,mmP+i Spivak Custom Design Associates,Inc. 305 Mai"Sf-ef P-f Washingfon,NV 1105C T(516)484-6262 F(516)484-4378 www.spival<usf om.com Client: Jared Lettieri Project: Issue Date: July 30,2024 Drawn By: GS Scale: 112"=1'-0" �-+ Revision Date 48% 30 30 Title: tX Elevation Island Range Side SpivA Cusfom Design Associafes,Inc. 305 Mol"Sl,eel Pod Wo,hinglo",NY 1105 T(516)484-6262 F�(516)484-4378 '—spite L-fom.<om Client: Jared Lettieri Project: Issue Date: July 30,2024 Drawn By: GS Scale: 1/2"=1'-0" Revision Date BFH30-12 deep 1, BFH30-12 deep 11 Ll 11 30 30 48% Title: Elevation Island a %q Refrigerator Side spivA Custom Design Associates,�nc. 305 Moi"Sf-A Peel WasLin9ton,NY 1105C T(516)484-6262 F(516)484-4378 www.s piva Lcustom.com Client: Jared Lettieri Project: Issue Date: July 30,2024 Drawn By: GS Scale: 1/2"=1'-0" 39Y16 1 Revision Date r -1 Beaded Base Molding 40 40%6 36 %6 Title: Elevation Island End s s Cap spivoL Custom Design Associates,Inc. 23 305 Main SI-1 P-f W-hinyton,NY 1105C T(516)484-6262 F(516)484-4378 W Spivokcustom.Com Client: Jared Lettieri Project: Issue Date: July 30,2024 Drawn By: GS Scale: 1/2"=1'-0" Revision Date Beaded Banc Molding 1 60 I Title: 1 Elevation Peninsula Back